HomeMy WebLinkAbout20082731.tiff •
* (*r MEMORANDUM
VCTO: Referral Agencies
COLORADO DATE: September 15, 2008
FROM: Jacqueline Hatch-Drouillard
SUBJECT: PF-1048 Moorea Manor North
The Department of Planning Services has received the attached new plat layout for Moorea
Manor North. The applicant has made some changes to the layout of the lots to address
drainage issues. Please review the changes to the plat and provide any additional comments if
needed.
If you require any additional information please contact me at 720-652-4210 ext 8730 or
jhatch@co.weld.co.us
Thank you for your time.
•
• EXHIBIT
2008-2731 I 5
Weld County Planning Department
GREELEY OFFICE
T "rr?
• RECEIVED
Memorandum
ITO: Jacqueline Hatch, W.C. Planning
CDATE: October 14, 2008
FROM: Lauren Light, W.C. Department of Public
COLORADO Health and Environment
CASE NO.: PF-1048 NAME: Weld 45 Acres/Moorea Manor North
The Weld County Environmental Health Department has reviewed this revised Final Plat application.
It appears that lots 1 and 2 as well as lots 6 and 7 have been reconfigured from the original final
plat. These lots are now smaller but still meet the size requirements for public water and an
individual sewage disposal system. Due to the slow percolation rates that were submitted with the
sketch plan application, engineered designed septic systems may be required on these lots. The
final plat should contain the plat notes requested with PZ-1048. In addition, the following note should
be added to the plat.
1. Septic envelopes that are recorded on the final plat become legally designated easement
areas for placement of a septic system in the future. If, after the results of the percolation
test the envelope is not large enough, or if an envelope is being moved, the applicant must
• provide the Weld County Department of Public Health and Environment with an Affidavit of
Correction that has been recorded with the Weld County Clerk and Recorders office. An
envelope cannot arbitrarily be moved. Please contact Weld County Department of Public
Health And Environment for further directions.
•
1
• AO:# nuti4 MEMORANDUM
111
'I'I O: Jacqueline Hatch, Planning Services DATE: October 13, 2008
C FROM: Don Dunker, P.E., Public Works Dept.
•
David Snyder, E.I.,Public Works Dept.
COLORADO SUBJECT: PF-1048 Moorea Manor North PUD, Review#4
Weld County Public Works Department has reviewed this Final Plan request. Comments made during this
phase of the subdivision process may not be all-inclusive, as other concerns or issues may arise during
the remaining application process.
Final Plan Requirements
Final Plat:
1. Final Plat shall be stamped, signed, and dated by a Professional Surveyor licensed to practice in
the State of Colorado.
Internal Roadways:
1. Internal roadway appears adequate for the proposed PUD and match Weld County's Local road
section.
•
External Roadways:
1. WCR 21.5 is a major arterial road, which requires a 140-foot right-of-way at full build out.
There is presently a 60-foot right-of-way. This road is maintained by Weld County. Pursuant to
the definition of SETBACK in the Weld County Zoning (23-1-90), the required setback is
measured from the future right-of-way line.
Drainage -- Public Works received a Final Drainage Study for Moorea Manor North PUD (PF-1048)
on August 13, 2008. The report was submitted by James R. Loonan (P.E. #19195) of Loonan &
Associates, Inc., and is dated July 17, 2008. The proposed subdivision includes 7 lots on
approximately 46 acres west of the intersection of WCR 21 Y2 and WCR 24'/.
1. Please provide maps showing offsite drainage contributing to the site.
2. Please provide SWMM map showing routing and nodes for the submitted modeling. SWMM
model percent impervious appears high. Please revise model for more appropriate percent
impervious for the site and contributing offsite.
3. Please provide a letter of requirement and agreement from the Lupton Bottom Ditch Company to
support the statement in Item I.C of Page 1 of the Final Drainage Study that reads as follows; "The
Ditch Company has asked that the developed runoff be allowed to enter the ditch for system
cleaning purposes." Developed conditions releases will not be permitted in the Lupton Bottom
• Ditch unless the Ditch Company has agreed in writing to receive these developed flows in both
quantity and manner.
Page I of 2 Oclobcr-2008
C IJ cumm(11 s and Scaings*tit cal Settings I emporai Inlcn,ct I llas 01KS PP-I WY\l ,'Final Plait Re,lc, I dot
a. Please provide engineering calculations to show that the proposed pipe under Harpenden
Court in the Lupton Bottom Ditch will not restrict flows in the ditch and cause flooding of
properties upstream.
b. Any work in, on, or adjacent to the Lupton Bottom Ditch must be supported with agreements
from the Ditch Company to accept improvements, to agree upon maintenance requirements,
and to permit construction of proposed features inside over, and across the ditch easement.
4. Please add an erosion control sheet to the construction drawings and to the appendix of the Final
Drainage Study. The approved seed mix shall be specified on the erosion control sheet.
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•
•
Page 2 of 2 Ocloher-2008
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Weld County Planning Department
GREELEY OFFICE
MAY 217008
• MEMORANDUM RECEIVED
TO: Kim Ogle, Planning Services DATE: May 19, 2008
il
' O FROM: Don Dunker, P.E., Public Works Dept.
David Snyder, E.I., Public Works Dept.
COLORADO SUBJECT: PF-1048 Moorea Manor North PUD, Review#2
Weld County Public Works Department has reviewed this Final Plan request. Comments made during this
phase of the subdivision process may not be all-inclusive, as other concerns or issues may arise during
the remaining application process.
Final Plan Requirements
Final Plat:
1. Please add the following note to the text of the Final Plat and construction drawings: "Weld
County will not be responsible for the maintenance of drainage related areas."
2. Please update detail section on Final Plat to no longer show lots on the north side of the entrance
on Harpenden Lane.
3. Final Plat shall be stamped, signed, and dated by a Professional Surveyor licensed to practice in
the State of Colorado.
• Internal Roadways:
1. Internal roadway appears adequate for the proposed PUD and match Weld County's Local road
section.
External Roadways:
1. WCR 21.5 is a major arterial road, which requires a 140-foot right-of-way at full build out.
There is presently a 60-foot right-of-way. This road is maintained by Weld County. Pursuant to
the definition of SETBACK in the Weld County Zoning (23-1-90), the required setback is
measured from the future right-of-way line.
Drainage -- Public Works received a Final Drainage Study for Moorea Manor North PUD (PF-1048)
on March 7, 2008. The report was submitted by James R. Loonan(P.E. #19195) of Loonan &
Associates, Inc., and is dated March 6, 2008. The proposed subdivision includes 7 lots on
approximately 46 acres west of the intersection of WCR 21'/ and WCR 24'/.
4. The Final Drainage Study is stamped, signed, and dated by a registered P.E. licensed to practice in
the state of Colorado. The construction drawings and attachments to the Final Drainage Study are
not stamped, and cannot be accepted without a stamp, signature, and date.
5. Please address all redline comments in the drainage report and associated construction plan
drawings.
• 6. Please adjust the north arrow on the vicinity map to point north instead of west.
7. Please adjust the scale on the vicinity map to an appropriate scale per Weld County Code 23-2-
50(C.2).
Page I of 3 May-2008
M',PLANNING—DEVELOPMENT REVIEW\3-Final Plat(PF,MF,MIF)\PP-1048 Moorea Manor Nonh\PI'-I 048 Moorea Heal Plan Review 2 doe
8. Retention cannot be approved in Weld County without an approved variance request.
9. The current drainage design includes a large area of detention. As currently proposed,
• approximately 80% of Lot 1 at Morrea Manor North PUD will be underwater in a 100-year storm,
leaving no safe area for a building envelope. Please adjust the current plan to provide a safe area
on Lot 1.
a. The current design shows that all of Lot 1 and Lot 2, and half of Lot 3 at Moorea Manor
South PUD will be completely inundated in a 100-year storm. This is not a safe condition
for a residential subdivision, and cannot be approved by Weld County. Please address
the public safety implications of this flooding in the current Final Drainage Study, and
provide a plan that will protect the health, safety, and welfare of future residents, their guests,
emergency service personnel, and all others accessing Moorea Manor South PUD.
b. As currently designed, the only entrance and exit road from the subdivision will be under 5 to
6 feet of water in a 100-year storm. The current drainage and road design cuts off all
emergency access to or from the subdivision in a 100-year storm. This is not a safe
condition for an access roadway serving 13 residential lots. Please address the location
and use of the proposed emergency access roadway. All agreements with adjacent
landowners must be provided before the emergency access road can be accepted.
10. Please provide a letter of requirement and agreement from the Lupton Bottom Ditch Company to
support the statement in Item I.C of Page 1 of the Final Drainage Study that reads as follows; "The
Ditch Company has asked that the developed runoff be allowed to enter the ditch for system
cleaning purposes." Developed conditions releases will not be permitted in the Lupton Bottom
Ditch unless the Ditch Company has agreed in writing to receive these developed flows in both
quantity and manner.
a. Please provide engineering calculations to show that the proposed pipe under Harpenden
• Court in the Lupton Bottom Ditch will not restrict flows in the ditch and cause flooding of
properties upstream.
b. Any work in, on, or adjacent to the Lupton Bottom Ditch must be supported with agreements
from the Ditch Company to accept improvements, to agree upon maintenance requirements,
and to permit construction of proposed features inside, over, and across the ditch easement.
11. All culvert designs must be supported with hand calculations and/or computer programs adhering
to HDS-5 guidelines (FHWA 2005). Please provide a profile drawing of all proposed pipes for a
complete office review, a complete field inspection, and for constructability.
a. All culvert inlets shall include debris racks to prevent clogging due to debris accumulation
and to protect the public safety. Debris racks shall be sloped at 3H:1 V or flatter per
UD&FCD research.
b. Please show the 100-year hydraulic grade line (HGL100) and the energy grade line (EGL100)
of all proposed pipes in the subdivision.
c. Please indicate the size, material type, length, and invert elevations of all proposed pipes in
the subdivision.
d. Please show the existing and proposed ground profiles over all culverts and storm sewers.
12. All proposed swales (along Harpenden Lane + Court) and pipes must be supported with
engineering design calculations and details in construction plan sheets. These drainage features
must also be located in dedicated drainage easements.
13. Please add the following note to the text of the Final Drainage Report, Final Plat, and construction
drawings: "Weld County will not be responsible for the maintenance of drainage related areas."
14. Please remove all references to a"natural" retention area. The existing low point is not a natural
• feature. If it was natural, it is possible the low-lying area would be a wetland.
15. Please explain the last sentence of the first paragraph of Page 2 of the Final Drainage Study with
respect to changes in the groundwater levels on the site.
Page 2 of 3 May-2008
M\PLANNING-DEV ELOPMENI REVIEW V-Final Pit(PP,MP,MN)P1-I 048 Moorea Manor North\Pi-1048 Moore.Final Plan Review 2 doc
16. Page 3 of the Final Drainage Study (1st Paragraph) discusses the presence of a weir. It is assumed
the weir of reference is WCR 211/2. Please explain how the weir and the retention area
• communicate hydraulically, and explain why 1.0 ft of overtopping was assumed.
a. The depth of flow over the weir should be a function of total discharge leaving the retention
area and the profile of the highest point along the WCR 21'/2 right-of-way. This should not
be a random number, but rather a calculated value. Please adjust the current Final Drainage
Study and appendices to calculate the design depth, rather than assuming the design depth.
17. The required retention volumes reported in the table on Page 4 of the Final Drainage Study are
extremely low, and not correct as calculated in the Appendix of the report. Chapter 9 (Storage),
Section 3.3.4, 2nd Paragraph of the USDCM (UD&FCD 2001) requires detention volumes be
calculated using 1.5 times the 24-hour, 100-year storm. The current analyses utilize a 3-hr storm.
Please correct all offsite and onsite hydrologic calculations to comply with this requirement.
a. Please add a full discussion of the hydrologic methodology utilized for the onsite and offsite
analyses. The input data for the offsite analysis is not justified or explained, and the output
cannot be read with current formatting in the Final Drainage Study appendix. Please revise
to allow this information to be reviewed prior to resubmitting the revised report and
construction drawings.
18. Please add an erosion control sheet to the construction drawings and to the appendix of the Final
Drainage Study. Please specify an approved seed mix from the Weld County Storm Drainage
Addendum and include the seed mix as part of a reseeding discussion in the Final Drainage Study.
The approved seed mix shall be specified on the erosion control sheet.
19. Please add a discussion to the text of the report to show the retention pond design meets the 72-
hour drain time requirement of Weld County Ordinance 2006-7.
a. Please provide a regular maintenance schedule for the retention area to maintain infiltration
• rates.
b. Please provide documentation of the geotechnical investigation of the on-site infiltration rate
in the retention area of the subdivision for a complete review.
20. Please include additional references cited in the text of the Final Drainage Study to Page 4.
21. Please update the appendix of the Final Drainage Study as redlined to correct errors,
inconsistencies, and omissions.
The applicant shall address the comments listed above during this Final Plan review process. Comments
made during this stage of the review process are not all-inclusive,as revised materials must be submitted
and other concerns or issues will arise during further review. The review process willcontinue only
when all appropriate elements have been submitted._Any issues of concern must be resolved with the
Public Works Department prior to recording the Final Plat.
PC: PP-1048 Moorea drainage review 2.doc
Email&Original: Planner:Kim Ogle
PC by Post: Engineer:Laotian&dssociales
•
Page 3 of 3 May-2008
M:APLANNING—DEVELOPMENT REVIEWI}Finai Plan(PF,MIL MIFEPF-1048 Moorea Manor NonhVPF-1048 Moorea Final Plan Review 2 doe
a• it) img
,..,,............. . Ve# County Referral
c
! , I
COLORADO DEC i !�
December 7, 2006
The Weld County Department of Planning $ecviogs hasirecelt$tfttfelinill wing item for review:
Applicant Weld 45 Acres LLC Case Number PF-1048
Please Reply By January 4, 2007 Planner Jacqueline Hatch
Project Moorea Manor North Planned Unit Development Final Plan for eight (8) lots with
(E) Estate Uses (36.4 acres) and one (1) non-residential outlot (6.8 acres)for open
space.
Legal Lot B RE-2812 Pt of S2 NW4 of Section 2, T2N, R67W of the 6th P.M., Weld
County, Colorado.
Location West of and adjacent to CR 21.5 and approximately %mile south of CR 26.
Parcel Number 1311 02 000009 & 1311 02 000005 ._,
• The application is submitted to you for review and recommendation. Any comments or recommendation you
consider relevant to this request would be appreciated. Please reply by the above listed date so that we may
give full consideration to your recommendation. Any response not received before or on this date may be
deemed to be a positive response to the Department of Planning Services. If you have any further questions
regarding the application, please call the Planner associated with the request. Please note that new
information may be added to applications under review during the review process. If you desire to
examine or obtain this additional information, please call the Department of Planning Services.
Weld County Planning Department Design Review Meeting:
❑ We have reviewed the request and find that it does/does not comply with our Comprehensive Plan
❑ We have reviewed the request and find no conflicts with our interests.
• See attached letter.
Comments:
Signature /))) Date A�/�/&
Agency / Rst a_Aecs 79i en%t,-
•
+Weld County Planning Dept. ❖4209 CR 24.5, Longmont,CO.80504 +(720)652-4210 ext.8730 +(720)652-4211 fax
•
Weld County Planning Department
GREELE_Y OFFICE
� . JAN 3 20L17
MEMORANDUM RECEIVED
WI ' TO: Jacqueline Hatch, Planning Department DATE: 2-January-2007
I D C. FROM: Jesse Hein, Public ent
COLORADO SUBJECT: PF-1048 Moorea Manor North PUD (Final Plat)
Weld County Public Works Department has reviewed these final plan materials and has the following development
referral comments.
Comments
The Department of Public Works will not review the final plat application for Moorea Manor North PUD at this time.
The application has been submitted by a Professional Engineer with an expired and or suspended license. County Code
requires all submitted design to be signed and stamped by a Professional Engineer in the state of Colorado.
Public Works will require a resubmitted set of the application materials.
• Recommendation
u The above comments are prerequisites and shall be fulfilled prior to recording the final piat.
Any issues shall be resolved with Public Works prior to recording of the final plat.'
PC: PF-1048 Moorea Manor North PUD(Final Plat)
*Email&Original:Planner:Jacqueline Hatch
CC:Kim Ogle
Page 1 of 1
Weld County Planning Department
GREELEY OFFICE
JAIL- 1 h 2007
• reeott4-H. : Memorand VED
ITO: Jacqueline Hatch, W.C. Planning
WICe DATE: January 12, 2007
COLORADO FROM: Pam Smith, W.C. Department of Public
Health and Environment
CASE NO.: PF-1048 NAME: Weld 45 Acres/Moorea Manor North
The Weld County Health Department has reviewed this Final Plan application and offers the following
comments:
1. The primary and secondary septic envelopes have been placed on the Final Plat and are
acceptable.
2. There is no language for the protection of the primary and secondary septic envelopes ahs been
placed in the development Covenants
3. There are notes on the Final Plat.
For reference, the Department's comments regarding the septic envelope language is below:
•
Language for the preservation and/or protection of the absorption field envelopes shall be placed in
the development covenants. The covenants shall state that activities such as permanent
landscaping, structures, dirt mounds or other items are expressly prohibited in the absorption field
site.
O:\PAM\Planning\Final Plat\pf-1048 Weld 45 Acres.RTF
• 1
a
•
o ce
Weld County Referral
C.
COLORADO •
September 19, 2008
The Weld County Department of Planning Services has received the following item for review:
Applicant Weld 45 Acres LLC Case Number PF-1048
Please Reply By October 19, 2008 Planner Jacqueline Hatch
Project Moorea Manor North Planned Unit Development Final Plan for eight (8) lots with
(E) Estate Uses (36.4 acres)and one (1) non-residential outlot(6.8 acres)for open
space.
Legal Lot B RE-2812 Pt of S2 NW4 of Section 2, T2N, R67W of the 6th P.M., Weld
County, Colorado.
Location West of and adjacent to CR 21.5 and approximately%z mile south of CR 26.
Parcel Number 1311 02 000009 & 1311 02 000005
•
The application is submitted to you for review and recommendation. Any comments or recommendation you
consider relevant to this request would be appreciated. Please reply by the above listed date so that we may
give full consideration to your recommendation. Any response not received before or on this date may be
deemed to be a positive response to the Department of Planning Services. If you have any further questions
regarding the application, please call the Planner associated with the request. Please note that new
information may be added to applications under review during the review process. If you desire to
examine or obtain this additional information, please call the Department of Planning Services.
Weld County Board of County Commissioners Hearing October 29, 2008
❑ We have reviewed the request and find that it does/does not comply with our Comprehensive Plan
❑ We have reviewed the request and find no conflicts with our interests.
us See attached letter.
Comments:
Signature eo y b Date /03/OLi
• Agency jLrt. etle-nf c2 v'>nc ,-)
+Weld County Planning Dept. ❖4209 CR 24.5,Longmont,CO.80504 ❖(720)652-4210 ext.8730 ❖(720)652-4211 fax
• Kit DEPARTMENT OF PLANNINSERVICES
h
BUILDING INSPECTION NORTH OFFICE
918 10th GREELEY, COLORADO 80631
PHONE (970) 353-6100, EXT.3540
(970)304-6498
VC SOUTH W 4209 4.5OOFFICE
NGMONTCO 80504
COLORADO PHONE (720)652-4210 ext. 8730
FAX(720)-65-4210
October 13, 2008
Applicant: Weld 45 Acres LLC
Project: Final Plat for eight(8) lots with Estate Uses for Residential Lots and 1 open space lot.
Legal; Lot B RE-2812 Pt of S2 NMW4of Section 2, T2N, R67W of the 6th P.M. Weld County
Colorado
Case Number: PF-1048
1. Building permits shall be obtained prior to the construction of any building. Buildings that meet
the definition of an Ag Exempt Building per the requirements of Section 29-1-20 and Section 29-3-
• 20 B.13 do not need building permits, however a Certificate of Compliance must be filed with the
Planning Department and an electrical and/or plumbing permit is required for any electrical service
to the building or water for watering or washing of livestock or poultry.
2. A plan review is required for each building except for buildings that meet the definition of Ag
Exempt buildings. Plans shall bear the wet stamp of a Colorado registered architect or engineer.
Two complete sets of plans are required when applying for each permit.
3. Buildings shall conform to the requirements of the codes adopted by Weld County at the time of
permit application. Current adopted codes include the 2006 International Building Code; 2006
International Residential Code; 2006 International Energy Conservation Code; 2006 International
Mechanical Code; 2006 International Plumbing Code; 2005 National Electrical Code and Chapter
29 of the Weld County Code.
4. Each building will require an engineered foundation based on a site-specific
geotechnical report or an open hole inspection performed by a Colorado registered engineer.
Engineered foundations shall be designed by a Colorado registered engineer.
5. Building height shall be limited to the maximum height allowed per Table 503. Wall and opening
protection and limitations shall be in accordance with Table 503 Separation of buildings of mixed
occupancy classifications shall be in accordance with Table 302.3.2 and Chapter 3. Setback and
offset distances shall be determined by the Zoning Ordinance.
6. Building height shall be measured in accordance with the 2006 International Building Code for
• the purpose of determining the maximum building size and height for various uses and types of
construction and to determine compliance with the Bulk Requirements from Chapter 24 of the Weld
County Code. Building height shall be measured in accordance with Chapter 23 of the Weld
• County Code in order to determine compliance with offset and setback requirements. Offset and
setback requirements are measured to the farthest projection from the building.
Weld County Code in order to determine compliance with offset and setback requirements. Offset
and setback requirements are measured to the farthest projection from the building.
7. A Flood Hazard Development Plan shall be submitted for buildings constructed within the 100-
year flood plain.
8. There are no historical Building Permits permits listed for this parcels.
9. Provide letter of approval from Platteville/Gilchrest Fire Protection District prior to new residential
construction.
Sincer ,
ank Piacentino
Plans Examiner
Weld County Building Inspection Dept.
•
•
M
O Weld County Referral
COLORADO
December 7, 2006
The Weld County Department of Planning Services has received the following item for review:
Applicant Weld 45 Acres LLC Case Number PF-1048
Please Reply By January 4, 2007 Planner Jacqueline Hatch
Project Moorea Manor North Planned Unit Development Final Plan for eight(8) lots with
(E) Estate Uses (36.4 acres) and one (1) non-residential outlot(6.8 acres)for open
space.
Legal Lot B RE-2812 Pt of S2 NW4 of Section 2, T2N, R67W of the 6th P.M., Weld
County, Colorado.
Location West of and adjacent to CR 21.5 and approximately Y mile south of CR 26.
Parcel Number 1311 02 000009 & 1311 02 000005
• The application is submitted to you for review and recommendation. Any comments or recommendation you
consider relevant to this request would be appreciated. Please reply by the above listed date so that we may
give full consideration to your recommendation. Any response not received before or on this date may be
deemed to be a positive response to the Department of Planning Services. If you have any further questions
regarding the application, please call the Planner associated with the request. Please note that new
information may be added to applications under review during the review process. If you desire to
examine or obtain this additional information, please call the Department of Planning Services.
Weld County Planning Department Design Review Meeting:
❑ We have reviewed the request and find that it does/does not comply with our Comprehensive Plan
❑ We have reviewed the request and find no conflicts with our interests.
(See attached letter.
Comments:
Signature !/ Date / -S ,2«) 7
Agency 1-/CIA
•
❖Weld County Planning Dept. +4209 CR 24.5, Longmont,CO.80504 +(720)652-4210 ext.8730 +(720)652-4211 fax
DEPARTMENT OF PLANNING SERVICES
BUILDING INSPECTION
• NORTH OFFICE
918 10'"Street
GREELEY, COLORADO 80631
O PHONE (970)353-6100, EXT.3540
FAX (970) 304-6498
SOUTHWEST OFFICE
COLORADO 4209 CR 24.5
LONGMONT CO 80504
PHONE (720)652-4210 ext. 8730
FAX (720)652-4211
January 5, 2007
Weld 45 Acres LLC
PF - 1048
1. Building permits shall be obtained prior to the construction of any building
2. A plan review is required for each new building. Plans may require the wet stamp of a Colorado
registered architect or engineer.
3. Buildings shall conform to the requirements of the codes adopted by Weld County at the time of permit
application.
4. Buildings may require an engineered foundation based on a site-specific geotechnical report or an open
hole inspection performed by a Colorado registered engineer. Engineered foundations shall be designed by
• a Colorado registered engineer.
5. Fire resistance of walls and openings, construction requirements, maximum building height and allowable
areas will be reviewed at the plan review. Setback and offset distances shall be determined by the Zoning
Ordinance.
6. Building height shall be measured in accordance with the adopted building code at the time of the building
permit application for the purpose of determining the maximum building size and height for various uses and
types of construction and to determine compliance with the Bulk Requirements from Chapter 23 of the Weld
County Code. Building height shall be measured in accordance with Chapter 23 of the Weld County Code in
order to determine compliance with offset and setback requirements. Offset and setback requirements are
measured to the farthest projection from the building.
7. Provide letter of approval from Platteville - Gilcrest Fire Protection District prior to new construction.
8. There are no active building permits shown under the parcel number supplied.
Please contact me for any further information regarding this project.
Sincerely,
_117, 7 S-7
Bryon Horgen
• Assistant Building Official
Service,Teamwork,Integrity,Quality
• •
tJ
• Weld County Referral
IAugust 18, 2004
C.
COLORADO
The Weld County Department of Planning Services has received the following item for review:
Applicant Weld 45 Acres LLC Case Number PZ-1048
Please Reply 8y September 17, 2004 Planner Jacqueline Hatch
Project Change of Zone from (A)Agricultural to PUD (Moorea Manor North)for eight (8)
lots with (E) Estate Uses (36.4 acres) and one (1) non-residential outlot (6.8 acres)
for open space.
Legal Lot B of RE-2812; part of the S2 NW4 of Section 2, T2N, R67W of the 6th P.M.,
Weld County, Colorado.
Location West of and adjacent to CR 21-1/2 and approximately 1/2 mile south of CR 26.
Parcel Number 1311 02 000009 & 1311 02 000005
•
The application is submitted to you for review and recommendation. Any comments or recommendation you
consider relevant to this request would be appreciated. Please reply by the above listed date so that we may
give full consideration to your recommendation. Any response not received before or on this date may be
deemed to be a positive response to the Department of Planning Services. If you have any further questions
regarding the application, please call the Planner associated with the request. Please note that new
information may be added to applications under review during the review process. If you desire to
examine or obtain this additional information, please call the Department of Planning Services.
Weld County Planning Commission Hearing (if applicable) October 19, 2004
❑ We have reviewed the request and find that it does/does not comply with our Comprehensive Plan
❑ We have reviewed the request and find no conflicts with our interests.
See attached letter.
Comments:
Signature LGjan Date c7//5/Oy
• Agency sQQ ��' Vr
:•Weld County Planning Dept. ❖918 10th Street,Greeley,CO.80631 +(970)353-6100 ext.3540 ❖(970)304-6498 fax
•
Weld County SchoolDistrict RE- 1
Gilcrest • LaSalle • Platteville
• P.O. Box 15'l
14827 W.C.R.42
Gilcrest,CO 80623
Jo Barbie,Superintendent Phone 970-737-2403
Bj Stone,Director of Curriculum and Staff Development Fax 970-737-2516
Ed Smith,Director of Auxiliary Services and Personnel Metro 303-629-9337
Jeff Cogburn,Director of Student Achievement
September 15,2004
Ms. Jacqueline Hatch
Weld County Planning Department
918 10th Street
Greeley, Colorado 80631
RE: Case Number PZ-1048
Dear Ms. Hatch:
We have reviewed the application by Weld 45 Acre LLC for PZ-1048. We have the following comments:
• Weld 45 Acre,LLC agree to construct a cul-de-sac with a radius of 50 feet or more.
• Weld 45 Acre, LLC agree to inform potential homeowners that road conditions may prohibit school district transportation ingress
and egress due to inclement weather.•
• Weld 45 Acre,LLC agree to pay the school district the full in lieu payment of$8433.60 upon the sale of the parcels to a
developer. Should each parcel sell individually, Weld 45 Acre,LLC agree to pay the school district the in lieu payment of
$1,054.20 for each parcel at the time of sale.
Please find enclosed a copy of the agreement between Weld RE-1 and Weld 45 Acre, LLC outlining the conditions mentioned above.
In addition,Weld 45 Acre LLC has agreed to construct a bus turnaround as drawn in attached document"Typical Subdivision
Entryway Detail". This bus turnaround should be part of their plans presented to the planning department. Please feel free to call me
if you have any questions, 970-737-2403.
Sincerely,
Dr. Jo Barbie
Superintendent of Schools
Enclosures
pc: Jeffrey W. Couch,P.E.—TEAM Engineerin
Cheryl Brewster,District Accountant
BOARD OF EDUCATION
• Jack Baier Karl S.Yamaguchi Cynthia Hochmiller Marsha Harris Larrry A.Ewing Nancy Sarchet
President Vice President Secretary Treasurer Director Director
Our Total Commitment is to Provide an Exemplary Education and Safe Environment for all Students
• •
•
Agreement
Weld 45 Acre, LLC
and
Weld County School District RE-1
Weld County School District RE-1 and Weld 45 Acre, LLC agree to the following terms
regarding Weld County Planning Department Case # PK-1048
1. Weld 45 Acre, LLC agree to construct cul-de-sacs with a radius of 50 feet or more.
2. Weld 45 Acre, LLC agree to inform potential homeowners that road conditions may prohibit
school district transportation ingress and egress due to inclement weather.
3. Weld 45 Acre, LLC agree to pay the school district the full in lieu payment of$8433.60 upon
the sale of the parcels to a developer. Should each parcel sell individually, Weld 45 Acre,
• LLC agree to pay the school district the in lieu payment of$1,054.20 for each parcel at the
time of sale.
Weld 45 Acre, LLC
Mr. Lee Petrides, Manager
D-77 - 3 9-5-o3
ivir. Lee Petrides, Manager Date Joigarbie Date.
Weld 45 Acre, LLC Superintendent of Schools
Weld County School District RE-1
• 32' II
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• 0TYPICAL SUBDIVISION ENTRYWAY DETAIL
(BUS TURNAROUND, MAIL DELIVERY AREA AND
LANDSCAPE MEDIAN WITH IDENTIFICATION SIGN)
NOTE: TURNING RADII ARE BASED ON A B-40 TEMPLATE.
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