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Home My WebLink About20230176.tiffMEMORANDUM TO: Chris Gathman, Planning Services FROM: Melissa J King, PE, DRE DATE: September 23, 2022 SUBJECT: PUDF22-0004 Olson The proposed PUDF has been reviewed on behalf of the Weld County Department of Public Works and the Department of Planning Services. Staff comments made during this phase of the application process may not be all-inclusive, as other issues may arise during theremaining application process. COMMENTS GENERAL PROJECT INFORMATION/LOCATION Project description: FINAL PLAN FOR 5 -LOT PLANNED UNIT DEVELOPMENT (PUD) APPLICATION FOR FOUR (4) RESIDENTIAL LOTS FOR (E) ESTATE ZONED USES AND ONE (1) LOT FOR (A) AGRICULTURAL ZONED USES. This project is south of, adjacent to CR 42. Parcel No.: 105930000008 Lot B RE -2746. Access is from CR 42 and CR 15. ACCESS Development Review has reviewed the application materials related to access. Two access points are being proposed: one on CR 42 approximately 2,600 feet east of the intersection of CR 42 and Colorado Boulevard (CR 13); and one on CR 15 approximately 920 feet south of the intersection of CR 15 and CR 42. The applicant shall obtain access permits in these locations. Per Sec. 8-14-30, an Access Permit is required for access to Weld County maintained roadways. We strongly encourage you to discuss your access location with Development Review prior to laying out your site plan. All "preliminarily approved" accesses are subject to change during the access permitting process. Per Sec. 24-8-40, when feasible, there shall be no net increase in the number of accesses to a public road. Minimum access spacing widths are shown in Weld County Code Sec. 8-14-30. Please refer to Chapter 8 of the Weld County Code for more information regarding access. ROADS AND RIGHTS -OF -WAY County Road 15 is a gravel road and is designated on the Weld County Functional Classification Map (Code Ordinance 2017-01) as a local road, which requires 60 feet of right-of-way. The applicant shall delineate on the plat the future and existing right-of-way and the physical location of the road. If the right-of- way cannot be verified it shall be dedicated. Pursuant to the definition of setback in the Weld County Code Sec. 23-1-90, the required setback is measured from the future right-of-way line. Be aware that physical roadways may not be centered in the right-of-way. This road is maintained by Weld County. County Road 42 is a gravel road and is designated on the Weld County Functional Classification Map (Code Ordinance 2017-01) as a local road, which requires 60 feet of right-of-way. The applicant shall delineate on the plat the future and existing right-of-way and the physical location of the road. If the right-of- way cannot be verified it shall be dedicated. Pursuant to the definition of setback in the Weld County Code Sec. 23-1-90, the required setback is measured from the future right-of-way line. Be aware that physical roadways may not be centered in the right-of-way. This road is maintained by Weld County. Per, Sec. 8-13-30.B, a Weld County Right -of -Way Use Permit is required for any project that will be occupying, constructing or excavating facilities within, and/or encroaching upon, any County rights -of -way or easement. Right -of -Way Use Permit instructions and application can be found at https://www.weldgov.com/Government/Departments/Public-Works/Permits Weld County will not replace overlapping easements located within existing right-of-way or pay to relocate existing utilities within the County right-of-way. TRAFFIC There is not recent traffic data for the portions of CR 15 and CR 42 involved in this land use case. The applicant submitted a Traffic Narrative, stating that there will be residential traffic only from the five residential lots. This is approximately 9 passenger vehicle roundtrips per day per residence. No additional traffic information is required. IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT WITH UP -FRONT IMPROVEMENTS FOR INTERNAL PAVED ROAD An Improvements Agreement for on -site improvements for Subdivisions/PUDs (Chapter 27-2-80, Chapter 24-9-20) is required. This will include collateral to ensure the improvements, to include the internal paved roadways, are completed and maintained. Improvements/Road Maintenance Agreement: An example agreement is available at: https://www.weldgov.com/Government/Departments/Planning-and-Zoning/Development-Review. DRAINAGE REQUIREMENTS This area IS within a Non -Urbanizing Drainage Area: Non -Urbanizing Drainage Areas typically require detention of runoff from the 1 -hour, 100 -year, storm falling on the developed site and release of the detained water at the historic runoff rate of the 1 -hour, 10 -year storm falling on the undeveloped site for NON - URBANIZING areas. Detention Pond summarized in a Drainage Report: The applicant has submitted an acceptable drainage report that includes the detention exception Sec 8-11- 40. E.7. for residential developments of nine (9) or fewer lots. No additional drainage information is required. Historic Flows: The applicants will be required to maintain the historic drainage flows and run-off amounts that exist from the property. GRADING PERMIT A Weld County Grading Permit will be required if disturbing more than 1 acre per lot. Grading Permit applications are accepted after the planning process is complete (plat recorded). An Early Release Request Form may be entertained only after the applicant, Development Review, and Planning Department have reviewed the referral and surrounding property owner comments. The Early Release Request may or may not be granted depending on referral comments and surrounding property owner concerns. Contact an Engineering representative from the Development Review for more information. A Construction Stormwater Permit is also required with the State for disturbing more than 1 acre. Contact: Colorado Department of Public Health and Environment, Water Quality Control Division, 303-692-3575. CONDITIONS OF APPROVAL An Improvements Agreement for on -site improvements for Subdivisions/PUDs (Chapter 27-2-80, Chapter 24-9-20) is required. This will include collateral to ensure the improvements, to include the internal paved roadway, are completed and maintained. (Development Review) The PUDF map shall be amended to delineate the following: 1. County Road 15 is a gravel road and is designated on the Weld County Functional Classification Map as an local road which requires 60 feet of right-of-way at full buildout. The applicant shall delineate on the site plan the existing right-of-way. All setbacks shall be measured from the edge of right-of-way. This road is maintained by Weld County. (Development Review) 2. County Road 42 is a gravel road and is designated on the Weld County Functional Classification Map as an local road which requires 60 feet of right-of-way at full buildout. The applicant shall delineate on the site plan the existing right-of-way. All setbacks shall be measured from the edge of right-of-way. This road is maintained by Weld County. (Development Review) 3. Show and label the approved access locations, and the appropriate turning radii on the site plan. (Development Review) 4. Show the vehicular and non -vehicular traffic circulation, including road classification, right-of-way width, road surface width and depth, and access to public right-of-way. (Development Review) 5. Show and label the drainage flow arrows. (Development Review) Prior to Construction: 1. Obtain access permits for the two development accesses for residential use only. (Development Review) 2. If more than one (1) acre is to be disturbed, a Weld County Grading Permit will be required. (Development Review) DEVELOPMENT STANDARDS (NOTES ON THE SITE PLAN) 1. The property owner or operator shall be responsible for controlling noxious weeds on the site, pursuant to Chapter 15, Article I and II, of the Weld County Code. (Development Review) 2. Weld County will not replace overlapping easements located within existing right-of-way or pay to relocate existing utilities within the existing County right-of-way. (Development Review) 3. The PUD roadway shall be maintained to mitigate any impacts to the public road including damages and/or off -site tracking. (Development Review) 4. Any work that may occupy and or encroach upon any County rights -of -way or easement shall acquire an approved Right -of -Way Use Permit prior to commencement. (Development Review) 5. Weld County is not responsible for the maintenance of onsite drainage related features. (Development Review) 6. The historical flow patterns and runoff amounts on the site will be maintained. (Development Review) 7. Weld County is not responsible for the maintenance on onsite subdivision roads. (Development Review) COUNTY WELD COUNTY DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 North 17th Avenue, Greeley, CO 80631 www.weldhealth.org Memorandum To: Chris Gathman From: Lauren Light, Environmental Health Services Date: September 28, 2022 Re: PUDF22-0004 Applicant: Olson Bros, LP and Spring Meadows Development, LLC Environmental Health Services has reviewed this PUD Final Plan for a 5 -lot planned unit development (PUD) application for four (4) residential lots for (E) estate zoned uses and one (1) lot for (A) agricultural zoned uses. The Town of Johnstown will provide water to lots 1 through 3 and Little Thompson Water District (LTWD) will provide water to lot 4. There is an existing LTWD tap that serves lot 5. On -site wastewater treatment systems (OWTS) will provide sewer. The minimum lot size of 4.79 acres coupled with an overall density of one on -site wastewater treatment system per 16.3 acres does meet current Department policy. The County Attorney's office has approved the water source. The application has satisfied Sections 27-2-176, 24-3-80 and 24-3-90 of the Weld County Code in regard to sewer service. A geotechnical engineering report from Terracon dated June 5, 2000, was supplied. Although the document is not a septic suitability report and soil borings were completed instead of test pits, as there was a previously approved development on the site Environmental Health will accept this report. Due to slow percolation rates obtained from some test holes, engineered systems may be required. The covenants should state that activities such as landscaping (i.e., planting of trees and shrubs) and construction (i.e., auxiliary structures, dirt mounds, etc.) activities are expressly prohibited in the designated absorption field site. We recommend the following appear as notes on the Final plat: 1. Water service may be obtained the Town of Johnstown or Little Thompson Water District. Health Administration Vital Records Tele: 970-304-6410 Fax: 970-304-6412 Public Health & Clinical Services Tele:970-304-6420 Fax: 970-304-6416 Environmental Health Services Tele:970-304-6415 Fax: 970-304-6411 Communication, Education & Planning Tele:970-304-6470 Fax: 970-304-6452 Emergency Preparedness & Response Tele:970-304-6470 Fax: 970-304-6452 Public Health 2. The parcels are currently not served by a municipal sanitary sewer system. Sewage disposal may be by On -site wastewater treatment systems (OWTS) designed in accordance with the regulations of the Colorado Department of Public Health and Environment, Water Quality Control Division, and the Weld County Code in effect at the time of construction, repair, replacement, or modification of the system. 3. Activity or use on the surface of the ground over any part of the OWTS must be restricted to that which shall allow the system to function as designed and which shall not contribute to compaction of the soil or to structural loading detrimental to the structural integrity or capability of the component to function as designed. Weld County Referral Y September 21, 2022 The Weld County Department of Planning Services has received the following item for review: Applicant: Olson Bros, LP and Case Number: PUDF22-0004 Spring Meadows Development, LLC Please Reply By: October 19, 2022 Planner: Chris Gathman Project: FINAL PLAN FOR 5 -LOT PLANNED UNIT DEVELOPMENT (PUD) APPLICATION FOR FOUR (4) RESIDENTIAL LOTS FOR (E) ESTATE ZONED USES AND ONE (1) LOT FOR (A) AGRICULTURAL ZONED USES. Submit by Email Parcel Number: 105930000008-R8861400 Legal: LOT B REC EXEMPT RE -2746; PART NE4 SECTION 30, T4N, R67W of the 6th P.M., Weld County, Colorado. Location: West of and adjacent to County Road 15 and east of and south of and adjacent to County Road 42. 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. P F- P We have reviewed the request and find that it does / does not comply with our Comprehensive Plan because: We have reviewed the request and find no conflicts with our interests. See attached letter. Signature Tyler Drage, Deputy Chief/Fire Marshal Agency Front Range Fire Rescue Date 09-30-2022 Agency Note: Cul de sac is required to be minimum 100 -foot diameter. Weld County Planning Dept. 1555 N. 17th Ave, Greeley, CO 80631 (970)-400-6100 (970)-304-6498 fax Submit by Email Weld Count Referral September 21, 2022 The Weld County Department of Planning Services has received the following item for review: Applicant: Olson Bros, LP and Case Number: PUDF22-0004 Spring Meadows Development, LLC Please Reply By: October 19, 2022 Planner: Chris Gathman Project: FINAL PLAN FOR 5 -LOT PLANNED UNIT DEVELOPMENT (PUD) APPLICATION FOR FOUR (4) RESIDENTIAL LOTS FOR (E) ESTATE ZONED USES AND ONE (1) LOT FOR (A) AGRICULTURAL ZONED USES. Parcel Number: 105930000008-R8861400 Legal: LOT B REC EXEMPT RE -2746; PART NE4 SECTION 30, T4N, R67W of the 6th P.M., Weld County, Colorado. Location: West of and adjacent to County Road 15 and east of and south of and adjacent to County Road 42. 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. We have reviewed the request and find that it does / does not comply with our Comprehensive Plan because: We have reviewed the request and find no conflicts with our interests. See attached letter. Signature 0406/1° (24M7Oteirins7 iyAlettaii405,,C.i. 647:7: ice Agency 61/4'2 ��-•��..64t., d..,ts, 4, Date ,770e* Weld County Planning Dept. 1555 N. 17th Ave, Greeley, CO 80631 (970)-400-6100 (970)-304-6498 fax 0 0 6Z OZ AT!uniwoo aasfl sie ayT Pue 'NJI `aftiewGv/ 'Sosn ``dasn 'SG sngJ!d/SDN3 `sa!gdea6oa9 aeTsgbe9 aA3oap LacpieleTOKI ips3 :aaJnoS �� £06b£Z h-0£ J.lab'OOW-NM02l8 O CC L 0-170-d- 1, 0 Zj7 PeoH Ajuno3 pe`v, off" 608GEZ ZE-OS 2 OE-EZ`E L WJed ZIntS5 8089£3 t 928953 8. L -9L060 daD Stilled aaipueya L-LL060ZZ-EL060Z 61- Kelsey Bruxvoort From: Sent: To: Cc: Subject: Doug Gossett <DGossett@JohnstownCO.gov> Monday, December 19, 2022 11:26 AM Kelsey Bruxvoort Matt LeCerf; Ellen Hilbig; Roger Olson; Tim Naylor; Hannah Dutrow RE: Olson, Roger - Spring Meadows PUD - Preliminary Construction Plans Thanks Kelsey, it appears that my comments have been addressed. Please send me a final signed and stamped plan set once you have your county approvals. I'll also have our construction crews reach out when they get closer to making the taps so that the locations can be coordinated. Who is the best person to have them reach out to? It may be worthwhile to have you all survey the locations of the taps to ensure that there is not a discrepancy between our plans and yours. Thanks, Doug Gossett I Civil Engineer II Town of Johnstown p. 970.829.7878 From: Kelsey Bruxvoort <Kbruxvoort@agpros.com> Sent: Wednesday, December 7, 2022 10:21 AM To: Doug Gossett <DGossett@JohnstownCO.gov> Cc: Matt LeCerf <MLeCerf@JohnstownCO.gov>; Ellen Hilbig <EHilbig@JohnstownCO.gov>; Roger Olson <Roger@ReoDeo.net>; Tim Naylor <tnaylor@agpros.com>; Hannah Dutrow <hdutrow@agpros.com> Subject: RE: Olson, Roger - Spring Meadows PUD - Preliminary Construction Plans Hi Doug, Please find attached in the Citrix link below the updated Spring Meadows PUD preliminary construction plans. The plans were updated per your comments in the email below. Please confirm whether this meets Johnstown's requirements for proposed construction within Johnstown's easement (reception no. 4735962), or if you have additional comments. Thanks, Kelsey Bruxvoort Land Planner AGPROfessionals 3050 67th Avenue Greeley, CO 80634 Office: 970-535-9318 Mobile: 970-744-0068 Fax: 970-535-9854 1 From: Justin Currie To: Chris Gathman Subject: Referral Agency Email - PUDF22-0004 Date: Tuesday, September 27, 2022 11:34:21 AM Attachments: image001.pnq Draft Plat - Town of Johnstown Planning Comments.pdf 20220819 TO] Util Redlines to SPRING MEADOWS CONS PLANS.pdf Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Attached are some comments from the Town of Johnstown, thanks and please send next submittal from applicant. ifi Justin Currie I Planner II Town of Johnstown p: 970.578.9605 I f: (970) 587-0141 icurriePiohnstownco.gov Facebook I Twitter I TownofJohnsiown.corn 450 S Parish Ave. PO Box 609 Johnstown, CO 80534 Please note the new email address: @johnstownco.gov This electronic mail message and any attached files contain information intended for the exclusive use of the individual or entity to which it is addressed and may contain information that is proprietary, privileged, confidential, and/or exempt from disclosure under applicable law. If you are not the intended recipient, you are hereby notified that any viewing, copying, disclosure or distribution of this information is strictly prohibited. If you have received this message in error, please notify the sender, by electronic mail or otherwise and delete the original message from your computer. A B C D F F G H SPRING MEADOWS PUD CONSTRUCTION PLANS PART OF THE NE 1/4 OF SECTION 30 TOWNSHIP , , P.M., WELD COUNTY COLORADO LOT B RE -2746 . ...., ii e T>-, no •82 ( 2 2 a -yaW8 , 4834 j_ ,��' Sheet List Table -, ° CC/� :.S# / lir] rj �SHEET r �� - •��; � �.,�' SHEET TITLE LL . .. �l `.� �� - ,, , �� _ .,�- , , , NUMBER - r�` , �� _ O PROJECT INFORMATION ` 0 f 1 41 ,. -', a_ PROJECT LOCATION: C-1 COVER SHEET �.. �. I t , �, ,- t kg � r. - r• r--. �" `;/ ,, �,9., 6940 CR 42 JOHNSTOWN `- �1 j - x935 , ,\ , i I • 80534, CO \ C-2 GENERAL CONSTRUCTION NOTES .-— & - -- ,�`�\\ el • PROPERTY OWNER: OLSON BROS, LP AND E-1 EXISTING CONDITIONS PLAN SPRING MEADOWS DEVELOPMENT, LLC r' CR 42 O °.'. / �~�� 19480 CR 15, JOHNSTOWN, C R 42' ; ^ �''" � co 80534 ST -1 SITE PLAN ' r` Hartford' Reservoir , _�, PROJECT S B�yan ..- . PH. I/ 970-381-3232 os0 O%� LOCATION — m CR 42 o U PLANNER / ENGINEER / PREPARED BY: UT -1 OVERALL UTILITY PLAN 4,O . . ._ �- z ---- - AGPROFESSIONALS '' ,,z , KELSEY BRUXVOORT GR 1 OVERALL GRADING PLAN U 'r `� - 4982 CHAD TeVELDE, PE - �-Tck+ fri -�° �� w9 4t U _ �1., RIVATE 3050 67TH AVE _ . ,• c69� _ GREELEY, CO 80634 ,� o GR-2 GRADING PLAN & EROSION CONTROL LOT 4 r �' - PH. // 970-535-9318 � E 3 3 _ -._ SURVEYOR: GR-3 GRADING PLAN EROSION CONTROL LOT THROUGH & - 1 3 FAR _�.J AGPROFESSIONALS '"/j,j 3050 67TH AVE C R rot" 40 1# r �]j Hal Il C R 40 - ., GREELEY, CO 80634 RD ROAD PLAN, PROFILE & UTILITIES - _ -1 , A •P PH. 970-535-9318 ,- \� "�- c..-- �� 1 5031 --49S �', `� o,r °�' ;F -_ PROJECT NUMBER: RD -2 SITE ACCESS RD SIGNAGE PLAN AGPRO PROJECT // 2465-01 1E.,,,,tbotste et+ k - , A1 DT 1 TYPICAL DETAILS °I r----- �� i f -WaWer rI. � -` `-Ir., Elevator 00 , ' K49' e Yr-- ` _ DT -2 TYPICAL DETAILS r VICINITY MAP SCALE: 111 = 2000' 4 4 LE G END LAND USE TABLE ACRES % LAND USE FO WATER VALVE PROPERTY BOUNDARY FIBER OPTIC LINE EXISTING GROUND SURFACE Da - - 5296 - CONTOUR AND ELEVATION, FT TOTAL SITE AREA: 81.72 109% RIGHT OF WAY - W - - WATER LINE ELECTRIC BOX - E PROPOSED GROUND SURFACE ,~ 5296 ' EXISTING EDGE OF ROAD OHP OVERHEAD UTILITY ELECTRIC PANEL PLANNED UNIT DEVELOPMENT (PUD) WITH CONTOUR AND ELEVATION, FT -�� ZONING: ESTATE (E) AND AGRICULTURAL (A) USES. PROPOSED EDGE OF ROAD - - G - NATURAL GAS LINE WS WATER SERVICE LINE SIGN a WILLOW COURT ROW 1.69 2% PUBLIC ACCESS AND UTILITIES - - PIVOT TRACKS FIRE HYDRANT EASEMENT - - LS - - Q WATER METER LOT 1 5.81 7% ESTATE POWER POLE - - PROPOSED UTIL EASEMENT FENCE GUY WIRE (-tor` LOT 2 4.79 6% ESTATE - - GAS UNDERGROUND GAS LINE EXISTING STRUCTURE 4.0%\ FLOW DIRECTION NON T TELE. BOX -PAVEMENT LOT 3 5.87 7% ESTATE ELECTRIC MARKER RAIL ROAD LOT 4 6.78 o 8% ESTATE LOT 5 56.78 69% AGRICULTURAL 5 5 COVER SHEET A B C D F F G H 1-' w H w LJ C, DATE: August 19, 2022 DRAWN BY: AGPR0 ISSUE/ REVISION: (N N 00 O ISSUED FOR REVIEW , , ,`;f . ....& ,,d ,ccre- 117, —8 ctw ct o r� W _r E-4 o Ii- U) ocer;) r �� J co Cr) ❑ 1 CI) CA 0 (7) F--4 2 to F nn P4 (-3,_ cri a RE] 1:5 2 m o Lo � O Lo cyD O IN - 0) /T---©/ 2 ----- *.. AV 0 0 o G ;+ 1 L___,, cs) J o o &__?kov_____i_C>o& .= 1 1 -T4 P4 Pr < 0 Z -- P4 0 C--) :31 L.) 5 If) SHFHI: 1 2 3 4 5 A B C D F F G H SPRING MEADOWS PUD PART OF THE NE 1/4 OF SECTION 30, TOWNSHIP 4 NORTH, RANGE 67 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO, LOT B RE -2746 GENERAL NOTES 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN WELD COUNTY STANDARDS AND SPECIFICATIONS (STANDARDS) AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE S PECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS S PECIFICALLY STATED OTHERWISE. 2. ALL WORK SHALL BE INSPECTED AND APPROVED BY WELD COUNTY. THE DEVELOPER SHALL PROVIDE WELD COUNTY A MINIMUM OF 24 -HOURS NOTICE IN ADVANCE OF ANY CONSTRUCTION. a. IF WELD COUNTY IS NOT AVAILABLE AFTER PROPER NOTICE OF THE CONSTRUCTION ACTIVITY HAS BEEN PROVIDED (SEE GENERAL NOTE 2), THE DEVELOPER MAY COMMENCE WORK IN WELD COUNTY ABSENCE. HOWEVER, WELD COUNTY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. 3. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO WELD COUNTY, AS BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY WELD COUNTY SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY WELD COUNTY, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS. 4. ALL WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO WELD COUNTY STANDARDS CURRENT AT THE TIME OF CONSTRUCTION. 5. THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE PLANS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. a. THE DEVELOPER SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES IF ENCOUNTERED. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. b. THE DEVELOPER SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. c. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE REPRESENTATIVE. d. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. e. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 7. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, THE DEVELOPER SHALL COORDINATE WITH WELD COUNTY TO MODIFY THE DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY WELD COUNTY PRIOR TO BEGINNING CONSTRUCTION OF MODIFICATIONS. 8. THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH WELD COUNTY, AND ALL UTILITY COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES. 9. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED TO INSTALL UTILITIES OR IF WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. 10. THE DEVELOPER SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, WATER QUALITY CONTROL DIVISION, (303) 692-3590) 11. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 12. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHT-OF-WAY AFTER RIGHT OF WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO THE PLACEMENT OF CURB, GUTTER, SIDEWALK, AND PAVEMENT. IF THE FINAL SOILS PAVEMENT DESIGN REPORT DOES NOT CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE DEVELOPER SHALL BE RESPONSIBLE FOR A RE -DESIGN OF THE SUBJECT PAVEMENT SECTION. REGARDLESS OF THE OPTION USED, A COLORADO LICENSED PROFESSIONAL ENGINEER SHALL PREPARE ALL FINAL SOILS PAVEMENT DESIGN REPORTS. THE FINAL REPORT SHALL BE SUBMITTED TO WELD COUNTY ENGINEER A MINIMUM OF 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF CURB, GUTTER, SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL WELD COUNTY APPROVES THE FINAL REPORT. 13. ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW COUNTY ROADS MUST BE COMPLETED PRIOR TO THE FINAL STAGES OF ROAD CONSTRUCTION. FOR THE PURPOSES OF THESE STANDARDS, ANY WORK ABOVE THE S UBGRADE IS CONSIDERED FINAL STAGE WORK. ALL SERVICE LINES MUST BE STUBBED TO THE PROPERTY LINES AND MARKED TO REDUCE THE EXCAVATION NECESSARY FOR BUILDING CONNECTIONS. 14. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO THE MOST RECENT OSHA PUBLICATION FOR EXCAVATING AND TRENCHING. 15. THE DEVELOPER SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH M.U.T.C.D., TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY. (WELD COUNTY,OR CDOT), FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. 16. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGN(S) OF ANY TYPE, THE CONTRACTOR SHALL CONTACT WELD COUNTY, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN(S) AT NO COST TO THE CONTRACTOR, HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN(S) THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS, AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. 17. THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING AND STRIPING FOR THE DEVELOPMENT RELATED TO THE DEVELOPMENT'S LOCAL STREET OPERATIONS. IN ADDITION, THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED TO DIRECTING TRAFFIC ACCESS TO AND FROM THE DEVELOPMENT. 18. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE PLANS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE AND APPROVED BY WELD COUNTY. 19. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY PLANS. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE OWNERS ENGINEER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS -BUILT RECORD PLANS. 20. THE DEVELOPER SHALL ALWAYS HAVE ONSITE, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. 21. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE DEVELOPER SHALL CONTACT WELD COUNTY IMMEDIATELY. 22. IF REQUIRED BY WELD COUNTY, THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS -BUILT INFORMATION ON A SET OF RECORD PLANS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO WELD COUNTY AT ALL TIMES. UPON COMPLETION OF THE WORK, THE DEVELOPER SHALL HAVE THEIR ENGINEER TRANSFER FIELD INFORMATION TO A FINAL SET OF PLANS AND SHALL SUBMIT THE RECORD PLANS TO WELD COUNTY IN BOTH ELECTRONIC AND HARDCOPY FORMATS. ENGINEERING AND CONSTRUCTION PLANS RELIED ON; ONSITE SURVEY FIELD WORK COMPLETED JUNE 2021 AND OFFSITE SURVEY FIELD WORK COMPLETED AUGUST 2021. 24. DAMAGED CURB, GUTTER, AND SIDEWALK WITHIN THE PROJECT WORK AREA EXISTING PRIOR TO CONSTRUCTION SHALL BE REPLACED OR RESTORED AS DIRECTED BY WELD COUNTY. EXISTING FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, IRRIGATION SYSTEMS, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED, OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS AND APPROVED BY WELD COUNTY, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 25. WELD COUNTY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE FOLLOWING PRIVATE STREETS: a. WILLOW COURT 26. APPROVED VARIANCES ARE LISTED AS FOLLOWS: a. FILL IN DESCRIPTION HERE OR MARK NOT APPLICABLE 27. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE REPORT FOR THE SPRING MEADOWS PUD; DATED: PREPARED BY: VALENE LICKLEY, P.E. OF AGPROFESSIONALS INC.; PROJECT NO. 2465-01, SHALL BE FOLLOWED AND IMPLEMENTED. 28. AFTER ACCEPTANCE BY WELD COUNTY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO (2) YEARS FROM THE DATE OF CONSTRUCTION ACCEPTANCE. CONSTRUCTION NOTES GRADING AND EROSION CONTROL NOTES 1. WELD COUNTY MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THE SITE. 2. THERE SHALL BE NO EARTH -DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. 3. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION CONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE DEVELOPER, UNTIL THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING. 4. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN TWENTY-FOUR (24) HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY WELD COUNTY. 5. ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC.). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 6. AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON -SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED TO MINIMIZE WIND-BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 7. PRE -DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL TIME. 8. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BEST MANAGEMENT PRACTICES (BMP) ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS -OF -WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE TOWN. 9. TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: a. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. b. REMAIN IN PLACE UNTIL ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE TOWN OR THEIR DESIGNATED REPRESENTATIVE. c. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY WELD COUNTY OR THEIR DESIGNATED REPRESENTATIVE. 10. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. 11. THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORK DAY. 12. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. 13. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. GENERAL & CONSTRUCTION NOTES 14. COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS P RODUCTS, LITTER, AND SANITARY WASTE. THE DEVELOPER SHALL ALWAYS TAKE WHATEVER MEASURES ARE N ECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 15. A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 16. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE P LANS. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY AS DIRECTED BY WELD COUNTY. ALL DISTURBED AREAS, NOT IN A ROADWAY, SHALL BE SEEDED AND MULCHED AS SOON AS POSSIBLE. WATER CONSTRUCTION NOTES 1. WATERLINE CONSTRUCTION TO BE PROVIDED BY OTHERS. STORM DRAINAGE CONSTRUCTION NOTES N O MANHOLES OR DETENTION PONDS ARE PROPOSED. OFF -SITE STREET IMPROVEMENT NOTES 1. A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO WELD COUNTY FOR ACCEPTANCE, PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, (FULL DEPTH ASPHALT S ECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). THE JOB MIX SHALL BE S UBMITTED FOR ACCEPTANCE BY WELD COUNTY PRIOR TO PLACEMENT OF ANY ASPHALT, IF APPLICABLE. 2. WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM DISTANCE OF 12 INCHES FROM THE EXISTING EDGE TO CREATE A STRAIGHT AND CLEAN CONSTRUCTION JOINT. WHEEL CUTS SHALL NOT BE ALLOWED, IF APPLICABLE. 3. STREET SUBGRADES SHALL BE SCARIFIED TO THE TOP TWELVE (12) INCHES AND RE -COMPACTED PRIOR TO S UB -BASE INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE SUBGRADE HAS BEEN INSPECTED, PROOF ROLLED, AND APPROVED BY WELD COUNTY. 4. FLYASH IS REQUIRED TO BE MIXED INTO THE SUB -BASE ON ALL NEW STREETS IN ACCORDANCE WITH THE COUNTY STANDARDS AND SPECIFICATIONS, IF APPLICABLE. 5. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY WELD COUNTY BEFORE ANY CUTS ARE MADE. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY WELD COUNTY. ALL OVERLAY WORK S HALL BE COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT FUTURE PROJECTS DO NOT CUT THE NEW ASPHALT OVERLAY WORK, IF APPLICABLE. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES 1. ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THESE PLANS OR AS OTHERWISE SPECIFIED IN M.U.T.C.D. (INCLUDING COLORADO SUPPLEMENT) AND THE TRAFFIC CONTROL PLAN. 2. ALL SYMBOLS, INCLUDING ARROWS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE -FORMED THERMO-PLASTIC. APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND OR THESE STANDARDS. 3. ALL SIGNAGE SHALL BE PER WELD COUNTY STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN M.U.T.C.D. 4. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND PLACEMENT OF THE SAME. THE COUNTY SHALL APPROVE THEIR PLACEMENT PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. IF APPLICABLE 5. EPDXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. IF APPLICABLE 6. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS, IF APPLICABLE. 7. ALL SIGN POSTS SHALL UTILIZE BREAK -AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. 8. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE COUNTY OR THEIR DESIGNATE. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE TWO (2) YEAR WARRANTY PERIOD WILL BEGIN. 9. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 10. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 11. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD, WELD COUNTY RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF WELD COUNTY DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE PER THE M.U.T.C.D. OR THE CDOT M AND S STANDARDS. 12. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE TWO (2) YEAR WARRANTY PERIOD FOR N EW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). TRAFFIC CONTROL PLAN 1. TRAFFIC CONTROL PLAN SHALL BE PROVIDED BY CONTRACTOR AT TIME OF CONSTRUCTION, IF APPLICABLE. 1 2 3 4 5 A B C D F F G H 5) G uJ CC LJ y5 a Li) (re \I 0 (J J a fJ u J W C) 0 EL 0 (.I) J 0 L1i CNA ,-J- \ I i- A B C D E F G H , SPRING MEADOWS PUD PART OF THE NE 1/4 OF SECTION 30 TOWNSHIP 4 NORTH RANGE 67 WEST OF THE 6TH P M WELD COUNTY COLORADO • ., LOT B RE -2746 _ - 1' EXISTING \\\\\1\ - � N GAG ACCESS i- � � CHANDLER FARMS JOHNSTOWN LLC — - - � - a 1111111 - - � _ COUNTY RD 1111\\\ J 1--__i___ 42 BINDER FAMILY FARMS LLC , PROPERTY - - BOUNDARY- *tic / 7 —, \\\ \ {60 R.O.W.} _ 1 / - EXISTING AG ACCESS Ill I 7 -- �- I II II il / N / / / / / / l / I l l I l / � I i l _/ �'�� / / o - } HIii/ � _ \ `^' �O I � � ``� _�--- / / — IRRIGATION BOX 1 _i IIIIIII \ \ ( / / EXISTING PIVOTIII \ z \ I I Oil\\ \ \�o \ \ \ Q / z 60' R.O.W., 30' EACH SIDE OF SECTION LINE; JULY 24TH, 0 a , \ \ Id) I I 1891, / CLERK AND RECORDER BOOK 48 PAGE 352. 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TO GREATWESTERN/ / / I - - ` \ I 8Q RR -- -- - - -_ - G \ \ \ c;\C, , _ - - _ �� I\ - - _ _ _ _ _ 7 ---PROPERTY _ * _ \ =-fi BOUNDARY _ - - �C' - - RECEPTION NO. 100695, RECORDED -- ---\ / \ - - _- I -c -� , / 0 I I \ 1 JANUARY ( \fk/Hi 9TH 19050 _, �" \ \ I \ 1 \ �, Q 00 / `b I 30' PIPELINE ESMT REC NO. 4191032 ‘ rn @ ' \ n \ _ =-4 � R2Q0 O I L AND GAS � \ - � I / I I ,..{-, �- � / � �� RECORDED ON MARCH 29TH, 2016 \ \ �/ STRUCTURES SETBACK S ( .o , \ \ qg3 _ \ / I ( I I 6' --C ---J - / I EXISTING GAS 5HUL I L STEVE LVL 1 I 1 / D/ J0STRUCTURESTh I \ , 1 / / �� _, \ I I I 1 „_- o. —= I Q t1 1 1 / ` ` — _- SHULTZ STEVE j 1 ______—_____ ` -sr \ \ \ 1I c5) / / _is__�,, i n _ ------------__--., I / 1 I \ 1 _- - ,__ -- / 1 / / 1 \ / I ________- - >.- (1 \ ____ _ -� Q I l 1 -�� \ ) / 7 / / - -� - - -- BATY JILL A ,--_---- /� \ Dz o I I 1 1 \ 1 1 / -NOPR / — ' �_ _�� !-' EXISTING CULVERT \ INV IN (S) 49367 m \ �aU I I \ 1 / - P�� / INV OUT N 4935.5 wri I - \ �� WILLS DANA C 1 - _ \ i o_ 1 / Icc / / I / / ) / I /OLSON / I L �! BROS LP 5 5 1T H 30' PIPELINE \ ESMT / REC NO. 4191032 I, jam' Ir th I / / PILE OF DIRT ( zvz j . ___-- .,„, I / I V/ , V 7 % / - __ - ,7 / y- c'- z / 1 F \ IIIIN I / I 7 _ _ _ _ _ \ \ \ / ;, / / ;� a < A / / %/N/r4 / 4 EXISTING CONDITIONS PLAN v__-/ / I 0 100 SCALE: 1" =100' A B C D E F G H P Q U- -7- CD F- J C W a 0 0 Lin IJ u 0 F- © - LD W I ify J O DATE: August 19, 2022 DRAWN BY: AGPRO ISSUE / REVISION: N N 0 N W 0 ISSUED FOR REVIEW Q L - PINI O 11 U rj cii rai ct? ,4 4 p-- Hi - 1-- ri l— u) P) T • r•mi L-- clo FA c th -(7) can cn U D-4 92 ai Lcp, (3,_ co a ei ) Lo cy) o N_ 0) 1;2- 047 v --- Q o 00o o ,sInIT4 co __Ti -'0 g c_V_ dS o W 4CC ce, 4 . P4 rz vp Z On .... 5 , fr-il H v) SHEET: A B C D E F G H SPRING MEADOWS PUD PART OF THE NE 1/4 OF SECTION 30, TOWNSHIP 4 NORTH RANGE 67 WEST /4___ OF THE 6TH P.M., WELD COUNTY COLORADO LOT B RE -2746 _ ,_, it? EXISTING AG ACCESS DP" rca op cr FARMS JOHNSTOWN LLC _ f - COUNTY RD 42 BINDER FAMILY FARMS LLC ____L__CHANDLER PROPERTY BOUNDARY I {60 R.O,W. _ _ EXISTING AG ACCESS T -= - _ _ IX �. -- -- --- 0 o iii N-55 I i I I U� IRRIGATION BOX o I 15' PROPOSED DRNG. DRNG. 15' PROPOSED DRNG. � --4 PIVOT & UTILITY EASEMENT & UTILITY EASEMENT 60' R.O.W., 30' EACH SIDE OF SECTION LINE; JULY 24TH, 1891, CLERK AND RECORDER BOOK 48 PAGE 352. Cl)~z <<>,■ ► O1 I o 0in \ \ u) ii Q w EDGE OF ROADWAY TO SINCLAIR Q 2 2 L 50' PIPE LINE R.O.W. � o\.."-- TRA NSPORTATION COMPANY RECEPTION '�t- w z JANUARY 26TH, 2007 , ,.. I z , RE CORDED 3451154 _ I c~n U �.. EXISTING co CONCRETE \ \ Q ii o z 0 / cc / \ 50' OIL & GAS SETBACK FOR\ / Q A SHUT & ABANDONED WELL i-- EXISTING AG ACCESS m -, 1% J PVC PIPE \ w I \ 60' / R.O.W., LINE; APRIL 30' EACH SIDE 1881, OF CLERK SECTION AND m 4TH, a RECORDER BOOK 2 PAGE 380. LOT 5 ,r' \. 56.78 AC < < a\ \ / f /�/ Qs 30' 30 49 T VERIFY LOCATION / €40, 60' R.O.W., 30' EACH SIDE OF 50' OIL & GAS SETBACK FOR � BOUNDARY LINE; OCTOBER 16TH, A SHUT & ABANDONED WELL \ / 2002, CLERK RECEPTION AND RECORDER NO. 299663. j EXISTING POND Q$ GARCIA / Q JAY50N D AND GARCIA TAMMY M30' i �; EXISTING 12" CULVERT/ p w INV IN (W) 4971.8 w w 3 3\ 30' INV OUT E 4973.1 SHED U o i i-- Q _J I J 1 __ , cc PROPOSED EDGE OF ROAD —� eiS SHED Z zac 1ci) 6 / p�� Q 4 LOT LINE V�� 60'R.Q.W. x \ , O 0 ^ &co / s 1.1 --tai V1\, 7 \Aj �,� i�V _ ` Q� / :?vv IL_ .dA<<"- � Q 15 PROPOSED DRNG. �� Ll I- cc p � / / z z4 I & UTILITY EASEMENT\ J \fr/ >- 30'1/2 R.O.W. /I i z v IRRIGATION PIVOT WHEEL TRACK 7 D ' \ \ \ z / / U 10' PROPOSED DRNG I / & UTILITY EASEMENT \ / / 1 / 57' R.O.W. SEPTEMBER 14TH, 1 \- / 1 1891, CLERK RECEPTION AND RECORDER NO. 41077. T \ \ / f 1 0 3 R.O.W., SEPTEMBER 14TH, N N \--) (s)- /O \is 'Po 1 1891, CLERK AND RECORDERNN -` -7O Z 77 / CC a Z `JC, RECEPTION NO. 40176. ..-- '" \L20 V 7 ll ' II o s< '10 7 LOT 4 f r ""-r %/ �� 7 7 �i - 6.78 AC / 7 .0,_ - V ch-k- -S' cri 7- 15 PROPOSED DRNG n� F ,�,� � �. ,� LOT 1 Q ll z w o = C) / / & 5.81 AC UTILITY EASEMENT CM 9 0 z i �� CO �` w w a �-'-� Q� �� 20' TOWN OF JOHNSTOWN PIPELINE RECORDED / ' �I r' REC NO 3 451 54 -n 4 4 °� °C le) cc = o 5p� GAS ES1V1T o -'` �9 JULY 15 2021 AT RECEPTION NO. 4735962 : ;\= o , DRNGII 15 PROPOSED i o2_'C' .� �`! c C� � t� - � UTIL1n EASEMENT _ �j Jcc c� w / ,. �6 aP1 9>to / 1 -_ 1__-- t %.\ / J-; / t ; ____- %- _____ _ S I NC LAI R GAS I ---- `N El m W �--,_ cn rte- �' W - �_ W W ., ' W �----- I - Vv ,� :%�� ; �� --''�' - PROPOSED R.O.W. 1--- -� _ _ W W -� �-----� W �. ~�iv` .� - - - W _ - G� W ��N z - . -- ^.-ter �''" 80 RR R.O.W. TO GREATWESTERN, I � __- �G - .... G � _ _G 10' PROPOSED DRNG � �-�=' � G RECEPTION NO. 100695 RECORDED i, c _ LOT 2 ,��' PROPERTY & UTILITY EASEMENT __, BOUNDARY -- �� JANUARY 9TH, 1905 7- <</ t 15 PROPOSED DRNG 4.80 AC D ? L PCB R200 O I L AN D GAS & UTILITY EASEMENT 30' PIPELINE ESMT REC NO. 4191032 40' PROPOSED DRNG ..---� STRUCTURES SETBACK RECORDED ON MARCH 29TH, 2016 & UTILITY EASEMENT - a EXISTING O S G GAS A' �' S H U L I STEVE�� - -' �.-- _ _.__ STRUCTURES 10 PROPOSED DRNG C� tJ} - TILITY EASEMENT kauPTRitoneyPoEslEsDEDITENNGT .�--� 10' PROPOSED DRNG I 1 SHULTZ STEVE f & UTILITY EASEMENT -al z / 9 Q LOT 3 5.87 A /' � BATY JILL A z 10' PROPOSED DRNG 0 m & UTILITY EASEMENT 'ap• _ Gov P /_ It w O r_ IH WILLS DANA C o_ I 30' PIPELINE ESMT REC NO. 4191032 j OLSON BROS LP 5 5 I V ,--,‘A I I Z ,//// ,/ / ,i , ' / I I V _ 1 / � I j/ / / / , , / N SITE PLAN , 0 , 100 SCALE: 1" =100' A B C D E F G H .J J 0 J uJ r J co DATE: August 19, 2022 DRAWN BY: AGPRO ISSUE / REVISION: N N O N W O ISSUED FOR REVIEW Q ,,, I i�o i, ' U .. ci) ct? ,4 Hi r i ri III (j) 2 T • v-i L: CI° CL2 ° th CA CA UV) 2 Cii E32 CO c CO o ic;-) /lig) izi- 0 �o Q o 00o 0 o �� -_<[inci_cy4‹ o (1) W l'iml 4.1 W Eml 0 4 P4 ail ci) SHEET: A B C D E F G H SPRING MEADOWS PUD PART OF THE NE 1/4 OF SECTION 30 TOWNSHIP 4 NORTH RANGE 67 WEST t____,Nr. OF THE 6TH P.M WELD COUNTY COLORADO LOT B RE -2746 ., _ a cop it? EXISTING AG ACCESS --=- -.-- �'CHANDLER FARMS JOHNSTOWN LLC � �' e COUNTY I RD 42 BINDER FAMILY FARMS LLC \ PROPERTY - BOUNDARY , '1 EXISTING AG ACCESS / -= T Sf \ ...'''''e. IRRIGATION BOX 15' PROPOSED DRNG.\ 15' PROPOSED DRNG. GAS WARNING SIGNS ,� R200' OIL AND GAS - EXISTING PIVOT \ & UTILITY EASEMENT & UTILITY EASEMENT (PROTECT PROTECT -IN -IN -PLACE -PLACE) STRUCTURES SETBACK 60' R.O.W., 30' EACH SIDE OF SECTION LINE; JULY 24TH, i- 1891, CLERK AND RECORDER BOOK 48 PAGE 352. cnIl ■ 1 i O \ \ , G ii L EDGE OF ROADWAY cc TO SINCLAI Q 2 2 50` PIPE LINE R.O.W. -- o\.." TRANSPORTATION COMPANY RECEPTIO ,.t . LU z JANUARY 26TH, 2007 " `�" 1 Z z � REC ORDER Q 3451154 _ ; c~n U EXISTING m \ CONCRETE m \ 4z O Q / cc \ 50' OIL & GAS SETBACK FOR / Q r� A SHUT & ABANDONED WELL i-- cC % EXISTING AG ACCESS —1 I \ \ / 60' R.O.W., LINE; APRIL 30' EACH SIDE 1881 OF CLERK SECTION AND w o 4TH r' RECORDER BOOK 2 PAGE 380. ; ,cc ' PVC PIPE LOT5 r , ' \ \ / el%a � Qs�, 30 30 T VERIFY LOCATION \ 1 E T 60' R.O.W., 30' EACH SIDE OF 50' OIL & GAS SETBACK FOR 4 BOUNDARY LINE; OCTOBER 16TH, EXISTING POND A SHUT & ABANDONED WELL44/ \ \ 2002, CLERK RECEPTION AND RECORDER NO. 299663. 30 i i \ OQ / GARCIA JAYSON D AND GARC..IA 1-ANIIVIY M EXISTING CULVERT 12" INV IN (W) 4971.8 / w 3 30' INV OUT (E) 4973.1 _ \ \ FH SHED0 U -a a_ CZ] IEXISTING C -.. _/ 11 ___-/-- GAS WARNING SIGNS < J1PR O TE C T-IN-PLA C E WATER SERVICE TO METER a ( ) ,` SHED 1_Th / LEN TH DETERMINED IN FIELD cc c\IQ � � / � cn LOT LINE � & ea /R.O.W. LIJ CC § 42 <<"›- ___, '� "' 'i j,� O �' w V 1 iV - < \ y�, v ,, i, \ J e� v Z Z 0 J 2e m S \ CONNECT TO EXISTING CURB cc STOP ( VERIFY LOCATION IN FIELD ) >- 15 PROPOSED DRNG. 7 & UTILITY EASEMENT \ j z IRRIGATION PIVOT WHEEL TRACK O 7 i& I \ \ \ z/ p U; 10' PROPOSED DRNG EXISTING FH i's' /1 i �` r UTILITY EASEMENT 30' 1/2 R.O.W. ///, EXISTING 12" CULVERT INVIN N 4937.5 ( ) / \� \ / , INV OUT (S) 4937.4 1891, CLERK AND RECORDER �/ II � RECEPTION NO. 41077. 3' SEPTEMBER 14TH, \ \ '' �'� � SR.O.W., a' 1891 ' CLERK AND RECORDER N. �\ `� 1 `� RECEPTION NO. 40176. „i -' ,,/ �� PROPOSED WATER METER �T_ z --I '- ,� �c I / GAS WARNING SIGNS LOT 4 .® �-p -__" j ,sue - L. iN ` t PROTECT -IN -PLACE �± -- 'p 4C) C�\ `�2, -'� "o �\ 'AO c0 �_- �` CONNECT TO EXISTING CURB ��ti7 ,-, - STOP (VERIFY LOCATION IN FIELD) �\ .� .cZ C 7 I/� 15' PROPOSED DRNG o� ,.. , LOT '� ,Q ��' EXISTING EXISTING FH & UTILITY EASEMENT O / ��' V PROPOSED EDGE OF ROAD O> 9 U a co ,moo � z �� wry o I 24 PROPOSED RESIDENTIAL ACCESS �. cn T1 . l}�\� CC ro `� 20' TOWN OF JOHNSTOWN PIPELINE RECORDED EXISTING JOHNSTOWN 16" WATER MAIN `'" 2 = --- -� 1--Lw \` . 71 4 4 O JULY 15 2021, AT RECEPTION NO. / '` w EXISTING FH 4735962 50' GAS ESMT REC NO 3451154 DRNG I- `�-�.. ' 15` PROPOSED o� N JOHNSTOWN 16 „ WATER MAIN 10 PROPOSED DRNG �- -" w \ _EXISTING \� 4 UTILITY EASEMENT _ /- .. & UTILITY EASEMENT -�` J o U , c / .,.. LU � Q � / t EXISTING 24 CULVERT �_ p I 0_ 0 th \ 0 :. --- �'� ,� --.-_ ----- PROPOSED R.O.W. W. INV IN (� 4931.8 ; , �, �- ..r---�` \ z O 3 f W cn p W �� -� -� - �/ - . J O T W , ..� 1--- INV OUT (E) 4931.2 �, :� -- .� -� o 1 \p - ,\\ �1,� v, W ,__._ / _ ..,,v__a Cam- � `' � ' �_ `,y�� ----�� z � � - - L=� - - - - r''"" S I N C LAI R GAS •► - - - � _ � � _ co WATER SERVICES TO METER ' TO _� ` RR R.O.W. GREATWESTERN _ '� `(LENGTH PROPERTY = , - = co B BOUNDARY DETERMINED IN FIELD) RECEPTION NO. 100695, RECORDED '', O ii �t 1 'PROPOSEDDRN 5G I 1 � JANUARY 9TH, 1905 -'' ' 4 WATER METER D Q -PROPOSED y I R200 OIL AND GAS & UTILITY EASEMENT 30 PIPELINE ESMT REC NO. 4191032 1 T- CD i -------- 0 STRUCTURES SETBACK RECORDED ON MARCH 29TH, 2016 PROPOSED WATER METER � 40 � PROPOSED DRNG � �T_ a EXISTING GAS PROPOSED DRNG & UTILITY EASEMENT O10` EASEMENT 4 ..„------ STRUCTURES 10' PROPOSED DRNG & UTILITY 0 -r- ��, 1I & UTILITY EASEMENT l ..------- �• 10' PROPOSED DRNG w SHULTZ STEVE & UTILITY EASEMENT z LT LOT 2 / cn 9 .---- Q LOT 3 / 1 �-' BATY JILL A z 10' PROPOSED DRNG D O �� & UTILITY EASEMENT / / �{ EXISTING INV IN (S) CULVERT 4936.7 m �OVN / �� pP V _--- INV OUT (N) 4935.5 w GAS WARNING SIGNS WILLS DANA C p ccI I /- (PROTECT -IN -PLACE) T 30' PIPELINE ESMT REC NO. 4191032 jOLSON BROS LP 5 5 i I/ I I � / / / / / / / / ,-/ / vs 7 ,//// , /1 ' ,/ , 7 / `- N UTILITY PLAN. 0 100 SCALE: 1" =100' A B C D E F G H LI J w -77 ( J DATE: August 19, 2022 DRAWN BY: AGPRO ISSUE / REVISION:I N N 0 N W O ISSUED FOR REVIEW Q !UM. CCI II4 ri r1/4fedi Sitte. 4: Cn Til Ct ,4 w r -s) sr 8- 1-- i O I— u) P) T O • r—i t.,-- °a 8 ° 1) -(7e) c") cn u —4 92 ai LT) c:4 c),_ co a en LO CO o N. 0) --fcg) tz3--- 07 .io v -,_, Q o O00o o ,,y ---fi\O _:DTh c_k_r__ r 4‹ r HC :1 Q 0 4 r:4 ail vs) Pao SHEET: A B C D E F G H SPRING MEADOWS PUD PART OF THE NE 1/4 OF SECTION 3/0/ OF THE 6TH WELD COUNTY COLORADOLOT B RE -2746 / w w _ it?P.M., \\\)EXISTING AG ACCESS �-- -0--- ( 40 / CHANDLER FARMS JOHNSTOWN LLC BINDER FAMILY FARMS LLC ,. \\\* c_ PROPERTY COUNTY _ BOUNDARY RD ^ - 42 / _ _ rill _ 1 1 / 1 (60 R.O.W.) r EXISTING AG ACCESS -- -- \ ___,T I \ \ N_ I / _ I I Z I \ I ? / / /\/ --_,_._ __---- 15 PROPOSED DRNG. / ( f \ 15' PROPOSED DRNG. ^ ^ I J - R200 OIL AND GAS EXISTING PIVOT \ & UTILITY EASEMENT ^ & UTILITY EASEMENT I J / \ \ STRUCTURES SETBACK / 60' R.O.W., 30' EACH SIDE OF SECTION LINE; JULY 24TH, �- I \ \ \ 1891, CLERK AND RECORDER BOOK 48 PAGE 352. cn I / Z \ \\ \ I \ / /7 \ \ / ^ \ \ n. -ct. '1- Qt n. \ �- EDGE OF ROADWAY / cc /Q TO SINCLAIR ^ 2 2 w \ / 50' P1PE LINE R.O.W. N \ 1 / TRA NSPORTATION COMPANY RECEPTION ^ ^ '•t- w Z ,, JANUARY 26TH, 2007 f 1 RECORDED . - Q Jif \ 3\.."-- 451154 . \ z-Ni \ 3 / / ,-� EXISTING I >-- co 0 / / CONCRETE /+ r/�0 / D°' \ / / (((((((((C C o / / / !-` / / ! �+ j I / � a --\ xi I lY / / ! / % cc 1 / / / p /; l 1-< D // \ / 50' OIL & GAS SETBACK FOR / r� 0cc Q / I / A SHUT & ABANDONED WELL / / G-, E / I \t EXISTING AG ACCESS / / / / / o2 I PVC PIPE / / / '` \!,t \ \ \ / / / \ 60' R.O.W., LINE; APRIL 30' EACH SIDE 1881, OF CLERK SECTION AND >- \ / / / / / -, 4TH, co 1 \ / /- RECORDER BOOK 2 PAGE 380. / ,,, � __ LOT 57 0, �U Rap The Drainage in this area / ;; �; .� Os appears to be right on top , i \ / ,/ ;;- L1e ��- h.�n�a© `—/ // \. of the water Mn:and T VERIFY LOCATION / / / Add a note that 4.5 g i II \�\ / / / minimum cover potentially in conflict i with 60' R.O.W., 30' EACH SIDE OF I �� \\ ----'feet \ / / / / / 50' OIL&GAS SETBACK FOR _ the fire . hydrants. y Ensure BOUNDARY LINE; OCTOBER 16TH, � / ��' / _ must be maintained 2002, CLERK RECEPTION AND RECORDER NO. 299663. ,� EXISTING POND \ / / / ,; / \\ / / / / / / / A SHUT & ABANDONED WELL �_ \ SI that separation . there is adequate between q the -30''/ EXISTING12"CULVERT / / ///4,, water main . INV IN (W) 4971.8 / \ / / / / / ,�c, drainage swale and the en / / / �. ,-,, / _ FHs. S w 3 3 30'INV OUT (E) 4973.1 / , / / / 7i _ . O ,_{.;\ _-> / /i I \�' _-- — -- / / / / I Ca O<<</ '' PROPOSED SWALE cn __-_--_--- / -� ?is / / / / .. SHED z cc i `` a / / / / / / c cn Q - LOT LINE te/ \�` / LIJ _J 0 ' I rq OK: / / cb __, / / \, / i CC / G cS3` / / / \ % ' Ti cel \ / < b N / zz / � �` l Z / b- / / / / '� 4gq �g \ / f w / / / 1 �" / D E9,' / .. / !r 0 15cc PROPOSED DRNG. / / / & UTILITY EASEMENT \ /-�/ z 0 I / / / IRRIGATION PIVOT WHEEL TRACK r / / / ' / .,�> o) / / / \' \ / \ / ! t��` U; 10' PROPOSED DRNG / / / / / • / / TILITY EA EMENT / I 30'1/2 R.O.W. / / \ \ ! / / / / I / /, / °�� .4 I / / / /I / / </2/57'R.Q.W.,SEPTEMBER14TH, / / / / PROPOSED SWALE / / ` N / / /\. / I 1891 CLERK AND RECORDER / 3 R.O.W. SEPTEMBER 14TH r / / �_ 64 / / / / / i �/ / ` / / EXISTING 12 �� CULVERT III RECEPTION NO. 41077. / 1891, CLERK AND RECORDER / / / / �. / i / / / / /�� / INV IN (N) 4937.5 7 / -� PROPOSED SWALE �/, / / / / / ; � , RECEPTION NO. 40176./ % / �-� ;' �� INV OUT (S) 4937.4 N / „--- , i co / / bk 71 // / 7 / 7 N.N. tc / / / LOT4 ---,- V V o, ,, I <zu, sx ''% / V // t ,, -9 ( I , / o / /�� y c\ sV/ .O 1 I PROPOSED SWALE ^ /p /�S,/ / ;/ / V/A/' I /-I ;' / " / \ / / ,' Q Q- / / / / co ' $ % / ,% 15' PROPOSED DRNG >-, co O / / / / ll 'i �. / / Q' '\ / / / & UTILITY EASEMENT I Li n I c ,' p� ` / /� s / / PROPOSED SWALE o / LOT 1 z a / / i �� ,�y / i / '" / /" / 1 I ,(I , w r / aTC / 0 `;`� / / / PROPOSED SWALE -- / - cc © �� ,J / ( / i 24'PROPOSED / / `� co 0cc �\ 20 TOWN OF JOHNSTOWN PIPELINE RECORDED 7I I- / 4 4 - f �co �. / �\ �' °° " ''� I RESIDENTIAL ACCESS ' J' cn F- co JULY 15 2021, AT RECEPTION NO. 4735962 / '-�\; I i �- / ;' 50 GAS ESMT REC NO 3451154 & Ili w �` `�'`- a 1`, / PROPOSED DRNG N \\ /ti 'fig �� / 15 cc / w I I CO� 1 i j W z / / \- `\ V / 0 UT1L1n LHa' EASEMENT (LW 4 '� U 1 ! V �'- (\/C�7 r O \ , PROPOSED SWALE r) co -' � / \ o _, r� / �� '�--, ,.� �, l ' �� h / ; ' / `� / 1 \a� ' EXISTING 24" CULVERT 'l / -='� �-- ,� �.\ ` / - ''`'. __,>> �``' PROPOSED R.Q.W. \ / ----- INV IN 4931.8 (� � 1 St _ Z IVV /-,,�- �► �► ,LI/ o W II :.� __ �► 0 . , W/ �f _.-,_ ._ INV OUT ; _,-,_ (E) 4931.2 _ / _ / / z / W --- .- �1 j - / vv 4 ��--- `� / , - w 11 RO POSED DRNG C u,. J // ,,/ w .----- / W W • � s_ ` & UTILITY EASEMENT --j EXISTING CULVERT _ - - \ m I . _ - ..."'"sets / �_ _ ,, , r' \LOT\ INV IN (S) 4936.7 / srP 2 R OPERTY -- B/ BOUNDARY - - — \\ INV OUT (N) 4935.5 __ _ 1 \ cp6., 2 \ i �' 15' PROPOSED DRNG 30' PIPELINE ESMT RE NO. 4191032_ PROPOSED SWALE 1 \ �' 40' PROPOSED DRNG °= R200' OIL AND GAS '� UTILITY EASEMENT RECORDED ON MACH 29TH 2016 DITCH/ & STRUCTURES SETBACK & UTILITY EASEMENT o to s , a EXISTING GAS `� � - � PROP OSED DRNG O � 10 g� �„-- =' ,� � I -- STRUCTURES � 10' PROPOSED DRNG & UTILITY EASEMENT D� ,,- / UTILITY EASEMENT O ' � � -- �` - R - 10 PROPOSED DRNG w 1 O)L.,_ _i -� SHULTZ S STEVEcl H U LTZ STEVE S & UTILITY EASEMENT z D` -- `— ,--- -, / PN bc _„-- Add Town for damages PROPOSED SWALEbc a note that to any fences/landscaping the is not p g placed responsible within the water/ --• 9 / - f- 1 \ 1 v° -- r- _ -- \ BATY JILL A easement. This includes but is not limited to the a / 7 D` z 1 \ 10' PROPOSED DRNG - - -r - _- _ followin : z g 0 • 1 LOT 3 \ & UTILITY EASEMENT ''�' / 7" f �{ -- % � _ - 80' RR RECEPTION R.O.W. TO NO. 100695 GREATWESTERN, RECORDED a. Damages due to a water main break m g -- _._= �pv _ = -� ( \ I� _ �� JANUARY 9TH, 1905 . b. Damages or removal of fence to perform maintenance \ I,:�- P .w WILLS DANA C on the water main. 0 Ft PROPOSED BERM (FINAL \ �. /- , , › ,- w R LOCATION DETERMINED IN FIELD) -- - / 2/ / i` OLSON BROS LP 5 5 r. r. IR r •30' / / PIPELINE ESMT REC NO. 4191032c-: ` S -A% 1K` P r. r. ?-:: \A \ I0 / / c ts-\ / \/ 1 --- /// /// / / / z -;z' / / / , 7 77/V 7 7, / N " / \ --- \ / OVERALL GRADING PLAN ,,,, 0 100 SCALE: 1" =100' A B C D E F G H <2 P Q 0_ fS) O J J =L W r-; J LJ u nt 1 DATE: August 19, 2022 DRAWN BY: AGPRO ISSUE / REVISION: N N 0 N W O ISSUED FOR REVIEW Q - Pmi O 11 U Cn Til ct? 11 HI j:1)1 O ri (7) � T • r..1 L: c° 8,, c eirie) L-11; cn C4 U n 92 We' (u3-)•) xi 0 co ----, 00 en c LO CO o N. O) /f_cg) tz3-- 047 .‘ O v --__ Q o 00o o ,v ----ii\0 _:DTh cl___ 1(1 i (1.) Q <Cr. 71 r::4 CM, Cs riFir P4 W V) eits ftd SHEET: A B C D E F G H 1 SPRING MEADOWS PUD PART OF THE NE 1/4 OF SECTION 30 TOWNSHIP 4 NORTH RANGE 67 WEST COLORADOLOT B RE wwwwP.M., -2746 EXISTING 1 NV 12" IN CULVERT (W) 4971.8 I ! I ' / / " ' j II EXISTING POND v // l J 1,, 11 ,tt ` / z �// �� / / I / I NV OUT E) 4973.1 7 , // / y / / / / _ / / / / ±F't ` �� ..,_ --- / --- -- — l � _. — ------------T--" -- r J c -., / / / Jci, I J C -� `` / / / / r 1 k I / / LOT LINE _ / r 1 \ / \ \ / / 0 -- / - cv / / / / � I\//\// oC/� & / } d / / / / / wz o \ O) / / / (6 \/ 8 ( // O) / \ / / / / / 2 2 / 1 \/ / / / i r-- 15 // PROPOSED \� / / / DRNG. / // / / ! ! f/ `t .. / & UTILITY EASEMENT 30' 1/2 R.O.W./ / 7\ / / / \I/ / / / / d` co / / _ 1 ! / / 57' R.O.W., CLERK SEPTEMBER AND RECORDER // 14TH, / / \ / \ / / �� / / // / / \ / `� / / / �/ g / / / / 1 1 ( f 1 /1891, / RECEPTION / 3' 1891, R.Q.W. CLERK NO. SEPTEMBER / AND 41077. RECORDER 14TH / / ,` ,�, / , / / / \ / / / cc)I< / / / �� ` / / / /' / / / (/ / \ Co / / N/ / D& / / / sN \ / / / / / RECEPTION �°� NO. 40176. / / ; / / / LOT4 / o)� /NN/ / /N/N / / / D(/ / �, / / / / A/ I ; , , / GAS WARNING SIGNS / / / / LOT5/i� (h / ! I / {I ( / / , / / / / / (O l / / / / / / / / / / 0 I 4\ -7t ) / / / / // / ,, / g 3 / / / / / / / Al / �O � / /Dc <O / / // / / // / / h I , ' / (§) ' / / / / / / / / / 3 3 z z / , / / / / / / iL— ! / ,,/' / / / CC W C) o ! t 24 PROPOSED RESIDENTIAL / ACCESS co / u / �. L� / / / \ // / o i \ / / / / D /1%%'s \ / / i ____--- ,,,,-,- W W m N 1 m/IAI\ li \ / ''l / \ / / {�,��c / ;` �.`, / / / / / / / / \ / / ! i / / // / cr _ 1 / o, / / / I ii \ / / .<._. i cv O 0 , Dcd / / / co cc/ i2 x / / / \\ / III o Q hi \ \ / ;/ / / / \%/ / \ �� / / // / ) J / co`� / / �. I; c -�� / , ' / \ %� ) / / b` PROPOSED SWALE 1 TOWN OF JOHNSTOWN PIPELINE RECORDED ; �-�, / / / R- /,20' / // 4 / \ / / / JULY 15 2021, AT RECEPTION NO. 4735962 / / �a / „ / ; . �-- __ . / „{-- _ / / ,,, Pio '7"- 0. / \ . - -77— / 7 - ' , / /7 V)c % / -------7 \ \—. wp, k / rct / - W / - --- W / / -----, - / - - —\., - / '---�— ~� in; W / / --- W� — / 111/ --- / W "a' ,—- J � 6o -111/ / / _ / 1/1/ / _ -._ W - W {\ s -� --�'-' .-- _ �'\ J,1N (j//_\�'/] _ ..--r jj /4N Y (=,-- / t to 2.0 /a - ©,�- G / V� \ — • -- -- / W III ..--- p G -- ,1� _A ► n , _ �� 1.5% / �_ �_ _ / (-1.5% / �~ 't / �11j -Y G W ~ , �g / -=--74 _ , _ ' - G .-- CO‘ _ _ - - -� - ~ = ~ ~ -` ---� 1- lV/ Q' '` ` _ ..` 0.7% - - 4960 - `- - - -- UTILITY CROSSING -� ---- - -- - - - _____ _ -- 4651) _ _=...... 1 0 10' PROPOSED DRNG 30' PIPELINE ESMT REC NO. 4191032 I \ & UTILITY EASEMENT RECORDED ON MARCH 29TH, 2016 \,.\ Ar. I \ 0 R200' STRUCTURES O I L AND GAS SETBACK 450' liQ / / f 1 EXISTING STRUCTURES rTh GAS SHULTZ STEVE 1 I .,7- e_t\ 1 1 1 1 1 1ui 4 4 cc<t w❑ /p` T I oD '2 1 -1 I 1 0 CL Do I \ \ 2 IC -N\ 10' \ PROPOSED DRNG SHULTZ STEVE I r -N V� & UTILITY EASEMENT i I LEGEND EXISTING GROUND N NN, CAP, INLET PROTECTION f f THII -I I I- , OP OUTLET PROTECTION COMPACTED 1 CWA I I CONCRETE WASHOUT AREA FINISH GROUND I SUBGRADE OR - I UNDISTURBED SOIL INVERT (SEE PLANS) 5 5 -- --1 3' 0 VEHICLE TRACKING CONTROL * SIDE SLOPE IS 3:1 FOR LAST 450' NOTE: SEE SHEET DT -2 FOR TYPICAL EROSION DETAILS . 1. SWALE SECTION GRV SCALE: NTS N GRADING PLAN & EROSION CONTROL LOT 4 0 60 SCALE: 1" =60' A B C D E F G H <) Q IL" CJ 0 C -N DATE: August 19, 2022 DRAWN BY: AGPRO ISSUE / REVISION: N N 0 N W O ISSUED FOR REVISION Q we CCI .4 O U., cii rai riCt w n, 1-1-1 H on Fill) 5 O '—'I (j) FrY3 T O • v—i L: EY?) „..7 1-' Cn UV) CA 2 cii elib rit5 CO o 0 �o :11:11: Q o \'4:c o � ADI SHEET: A B C D E F G H r UTILITY CROSSING 1 1 13 LF - 12" CULV EXTENSION ,\ • PROPOSED SWALE / D_ MATCH MATERIAL & INV _ /I%- m ` --. ____- a SLOPE \ CIP x• <0 ____\,..... 1 I e_ ~- - ----- a --` - � " - .7 _ / •a -- . - - _ -_ - Y.= _./ ter__ VTC //76 - CD 'St SPRING MEADOWS PUD / / 3 \ I 9� 42 �� 940 ;: f / / .' + 1/4 4 PART OF THE NE OF SECTION 30 TOWNSHIP NORTH RANGE 67 WEST / tl z / T i ' offL)Ja) / EXISTING S G 12" CULVERT CU t� OF THE 6TH P.M WELD COUNTY COLORADO LOT B RE -27461 ,, 10 PROPOSED DRNG } / INV IN (N) 4937.5 II �C1 iI / 1 &UTILITY EASEMENT �` f U, / r INV OUT (S) 4937.4/ PROPOSED SWALEz / �- bc / D _ l /1 / Ii 1/! / / I cr.) il �� / / / ,, CWA 2 oIfI + - li I I LU /tt'/ j = / / //e / / / /// I / 1 // / / / r" / / -� I I I j I II 1 PROPOSED SWALE / / / / niceI 1y- 0 \ �` o / Z , / // o 0 > > 1 t/ c) bei 12 Z / I II / Cr)i f / / V , / ( / �g / / cb Dc �o, /// bc / / / 1 / I i I I II N I o 2 2 cQIP'0, , I -33 a 2- \ ( / */-:' 7�� 7 }/ / \ j / `� / / 2PROPOSEDSWALE R- r I I III / / / o -�,' O) �` ,e I I UTILITY CROSSING ' / / / ! / i I I ill / / / .7/ �` '� � ,� 15' PROPOSED DRNG 1 cc I / V / � LOT 1cc .' / I / PROPOSED WALE �_ & UTILITY EASEMENT ! d . III 0 //\--/ / \ ti ,, _. � / 1 // Zi / / / 7 / ;, f JI I I m I III h I / ` 1 PROPOSED �' SWALE '°1° = / / D / / II I I I - / cn c� / o R- / ar / -� A EMT RE N345115/4 11 50 GAS S C 0 / / ��{ DRNG / / il / I 1 10 / 15` PROPOSED / Ill / �� / & UT1 LITY EASEMENT / / I III Q � I / � 1, \ � �� - a jo _' /I �.j � / / 7/ \ / / / / 'III I I 11 III (53 \I PROPOSED R.O.W. / ` I \ J / / / ' F.21 / �- 1 I rte- / % � - �- __ - --� W \--- ,�• i / � / / I / � Ili I I` � � ----- �_--- ..� I � � ( I .� ---. e __ __ ,-- EXISTING S 24" CULVERT G C) I - _ — �_ / ( , , - \ V/ { / Z `in�-/ I 1 \ / a° I NV I N 4931.8 I ,- \ t \ r / --�"' 10' PROPOSED DRNG & UTILITY EASEMENT / ' / © -- �J --� \ / \ ' / / INV OUT (E) 4931.2 I I a II I / — - �° - UTILITY CROSSING \ \ I / -- �- I\ ( \�...--"°"" DO NOT BLOCK FLOW FROM 3 3 Ge \ AL0T2 5Q I RAILROAD RIGHT OF WAY, �� 4 \ \ \ \ ''� I , I \ 1 1 1 \ PR P ED WALE o Os S \ \ \ �� \ �= .;794-, „� ! \ R \ \ \/ , \ \ \ \ .-/� '�� cos CIP icsi \ ! \ \ D �` -) . 7 / Ii ( r i ��,CD - - -� �' I I \ ` , I\ 40 PROPOSED DRNG & \ r --1111111- II\ I \ OPOSED DRNGk4) TILITY EASEMENT —� \ UTILITY EASEMENT 1 /�' -�f �- /Q 10' PROPOSED DRNG ` \ \ / /-- S y \, - �- f,-ri CA- / & UTILITY EASEMENT Z 1, ' 1 �.3 I cl- i \ \ i y U --_ 2 S \ \ _se-- \A\ VaN \ (t -I 1 \ _---- _ LIN 10' PROPOSED DRNG Q \ \ / 0e / r ---- ._-- _..r-� �'"--�"" i r �` �- '' o & UTILITY EASEMENT 1 � 1 - =-- �" ter- PROPOSED SWALE / �-- �= - -- --� \ -- r;--; / / \ LOT 3 1 , _ ._-- _•.•- ,. ,,----,-- , / CF. / I \ t , - '�'"'' ---_.--,,: ` '� 07::;-- �' -� ` EXISTING I NV IN (S) CULVERT 4936.7 y INV OUT 4935.5 I -< (N) \ \ \ Co \ i / I i T_____ _ — � _ _ <,-, (g3A ca) --z, -A r2 I \ ,ct > C-33 S;13 .--An I I \ ) / _____:_c_c____I O-) -It \ 10 PROPOSED DRNG / , I -,_ ---- `{ -_ -- -- ----, -1- 1- co r o WILLS DANA C -- ' 1 I \ -'� -� \�\pP \ \ & UTILITY EASEMENT / G� I \ \ r -N Lo\ _-- �-- / - ,.- ' PROPOSED 1.5' H, 1' W BERM (FINAL \ \. ,� �. 11 n le:\ LOCATION DETERMINED IN FIELD) \ \ \ ____;�-- o -- i \ 4 4 12 i \ \ / /r \ / / / L 4-1% P, l / / / / / / <O j / ( % / / 5(9 --;oc' / " OQ ;� I��/ - / v P.\ cb ik 30' PIPELINE ESMT i r REC NO. 4191032 1 _9 / bolo / / c;\ 4 / r / \ ��J /f , / Z �9:,,,,:zz ,, I / / / / / / I / Z ZA Z r\ ee. \ \ / 7 V 1 ILEGEND / j 7, EXISTING GROUND -N\ 1 0`0 ,zz:zzyzyzz' Z N. CIP INLET PROTECTION I I; I i / R, - OP OUTLET PROTECTION % / // {1��-}_ 5 5 / / - L7 / 21 47/ / COMPACTED CWA i Ii CONCRETE WASHOUT AREA C / \- FINISH GROUND � SUBGRADE OR / / � \ 19 / / UNDISTURBED SOIL \ INVERT PLANS) \ / (SEE SHULTZ STEVE ,�. %� \ 4 , ,/ / \ ` t ; / / / CO �� VEHICLE TRACKING CONTROL -I l• �\ - / / , , . , / f / \ -- ,�� NOTE: FOR TYPICAL EROSION DETAILS SEE SHEET DT -2. �- \� 1 D RAI NAG E SWALES 441 \ ---.\\\ , IV \ / G R-3 SCALE: NTS 7\-\\\\ \' ---/ 2-----1:--7- ''/ / / / / \t/ / N G-RA.DING- PLAN & EROSION CONTROL LOT 1 T ROUG- 3 I 0 60 SCALE: 1" =60' A B C D E F G H <) Q 7.7 Cr- '3 ''j cNI tJ Cr- a_ CNA DATE: August 19, 2022 DRAWN BY: AGPRO ISSUE / REVISION: cc gl W 0 ISSUED FOR REVIEW Q wit O2 —4 O r 1 Nfr-e4: cii rai Ct w !---, g i O u) P) T O,— • v—i L: cc) {.Tr3 ° d) -(7) can ci) U D-4 92 ciica Lo o 0) S)) 1;2- 047 o Q o 00o o ,9--ii\og co ckr) J. I <C< 0 W 4 ail cis) II_I Plimi Ci; peal rn—I 0 is__,4 0 •-01 ,...1 O r:4 E -- 8 -.1 0 SHEET: A B C D E F G H G I4 / 0 I � GARCIA N 0 JAYSON D -o 60' R.O.W. / EXISTING FH GAS WARNING SIGNS i' D° 2 K EXISTING FH -. \, � (PROTECT -IN -PLACE) j m:% EXISTING FENCE (PROTECT IN PLACE) ` ,\ _ _ 1 t?43s192\:49J. p PT STA. 6+86.45 (14.00, L) TO EXISTING CURB STOP �,CONNECT I tisliml , O 1 ��- i_ III «*� Pi Z `� �� - -- 'l � _ WATER SERVICE FROM CURB STOP TO _�w W W � - _W 4 �_ -, 1 �. { METER (LENGTH DETERMINED IN FIELD / � I -r ° . 42.80 1 11 11 +30 q 7 100 8+00 9+00 N89"42'49"E r0+00 I X00 _ _ _ PRC STA. L) ` -�' 443.55 ll \ ° 6+02.09 (14.00', I ` / 9 , \ / --4...\ t I I 14 \ , ' o / ` _ I Li / , / O _.,,, PT STA. 6,+86.45 (14.00', R) / I / I U r / U� w / / — -� — --- -- 1 ---� `r L=84.35, R= x00.00 / ICI 9 42.72 � r EXISTING JOHNSTOWN 16" WATER MAIN ,tom \ IRRIGATION PIVOT WHEEL TRACK I A=048.33 z \(OT�. I / 1 15' PROPOSED DR & UT ESMT ,,-- I i' / ) / ti i PROPOSED WATER METER / { / / T- / w // T 2 2 / VPRCSTA.6+02.0914.00',R) O/ I T / // /1/ / i 4942.67 / / -0 I I< x // /494UcES / / / REC NO 3451154 z / / /2- / a�-..14\ / 15 � PROPOSE D DRNG ENT 5) / f // / 0 0 & UTI LI-N EASEM 60 RIGHT OF WAY �, LOT 5 / \ r;cn (ID c` 0 / 10' ,� oa ci° / t X �, �,,. / 7 PROPOSED DRNG & UTILITY ES MT it 1 / 1 1 `/ PRC STA. 11 + 17.74 (43.92 L) / /8Z N , I /y / / �\ vi / _ / 0 ' 40 l 1 i 77 \PLAN M \vo3 / X �' '1 SCALE: 1" =40' PROPERTY BOUNDARY V _II ,�'7- \ o CULVERT EXTENSION (SEE SHEET GR-3) } 0 I' '27,f Zo-}\ �% � fi° 'l 0 C3 7 V°I , Iec ill 1 \-- -0 i \s< "\ 7 i \ 3 3 BC STA. 1+00.00 L) "), � w w (14.00 � w w w W W w 6 , �, � � ,� off. '( w LOT 2 �� / 1 / / / -� .� �. ,. ZV CONNECT TO EXISTING CURB O� -- -� \ -- , o _ f 1 1 STOP (LOCATE IN FIELD) \ x�0 �, 2 \o os -p /// Z j 28A9 Oil EXISTING FH --', ,.." / Z (P I 1 , ,\ / Z a 1 \ .1.- / I { I / BEGIN ALIGNMENT '� / / ... =�= / / / �G _ �,` PRC STA. --0 10+87.74 (14.00', L) o = N =11348,375.03 / / �. / �� 6.0 E=3,159,948.98 x ! / jZ j -'�� PRC STA. 1+92/.33 (14.00', R) I 4946. .' �5p; 1 _=f .'7 / / 11+00 11130 1 i'' \ / / { 'f' t\ PRC STA. 1 +46.66 (49.11', R) \ o t s`, =/ 60 R.O.W. / / PRC STA. 10+87.50 R) { 1 -n / (14.00', \\:96. CTRCULDESAC / f' FOR TO FOR I * ° \o, 28' 1 STA. 1+00.00 (36.00 R) �� WATER SERVICE , , ° FROM CURB STOP TO \ ` / 12' TRAVEL LANE 2 SHOULDER METER (LENGTH \ \ / PROFILE GRADE \ DETERMINED IN FIELD >> (PG) \ \ t PROPOSED R.O. ° ° M o 1 1 LOT 3 �, ICI 945.47 1 I I 94 rte' I I I I i \ o .78 z 4 4 \ > I > D N i /I z �. /\ I �� 1 \ O { PROPOSED WATER METER I PROPOSED WATER METER \ "! 4" COMPACTED `v - - 0 \ �T- \ �T \ Q \ 1 AGGREGATE BASE COURSE / o o \ ' \ I-_�, \ A 1 \ 10' PROPOSED DR & UT ESMT o COMPACTED SUBGRADE 10 PROPOSED DR & UT E MT \ \ / / \ i �� I o EXISTING CULVERT (SEE SHEET GR-3) \ 1 1 i/ -- PRC STA. 11+17.50 (44.08', I R) { L / � II I I -,-, TYPICAL SECTION/ /° RD -1 / SCALE: 1" = 8' ll / o II z - 1I I I I I I o O I 2 " \\ INTERSECTION ` / SCALE: 1" = 10' CENTER OF CUL-DE-SAC PROJECTED TO ALIGNMENT �RD-1 co CO N r O 5 5 4955 ± 4955 5 Q co I— EL -I- co N Q II r LO W o c 4950 4950 -- O N- O ox PROFILE GRADE (PG) r co gr co I r cn < ,— -----_� -0.50% 4945 ---�_ 4945 I u) W -0.90% - - EXISTING ROAD ---- r - � �_ ____ -2.63% 4940 4940 yy EXISTING GROUND SURFACE ' PROPOSED WATER SERVICE , U / i 4935 EXISTING GAS LINE (DEPTH UNKNOWN) _1 4935 PROPOSED WATER SERVICE 4930 EXISTING 12" CULV 4930 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 0 40H PROFILE 0 8' V A B C D E F G H fi CV v 0 Q 0 J Im U w -" 0 0 DATE: August 19, 2022 DRAWN BY: AGPR0 ISSUE / REVISION: O N 0 O ISSUED FOR REVIEW Q D-1 O cA Ct W P/ o o S2 - l E-4 ('a C� o o -%(,), . r..4 Lite7 i-i -,7) „I) cn vii u F-- 4 i:13 2 co (-.), cu a en J L.1 .' 0 0, Lo 0 a) '' ---cg) [f2-, 0 O c Qo t@o OAS o ° --__))/J-\o©.--cv DI SHEET: A B C D E F G H 1 24" R2 - 1 x 30" W14-2 1 30"x30" SPEED NO GARCIA JAYSON D LIMIT OUTLET 60' R.O.W. m m25m EXISTING FENCE (PROTECT IN PLACE) m m Cr) K STA. 10+00.00 (24.00', L) l _. �! ^- _ - _ - r a .- ._M * P ■ ■ ■ ! ■ III t ■' . ■ • ii \ VV W W W \A/ \1/ w `�N W W W W W �'V W W W W W +� L.- il 7+00I 7 8+00 9+00 N89°42'49"E 10+00 11+001 11+30 A*\/ lir \ / n \ �, 0 443.55 ' o / O / .oA° _ / / l/ �. t- / -9 '\ X I. O Iw ' O 0 y / _ an f - I <u' CD / / CMH * STA. 10+67.00 (20.00, R) a t IRRIGATION PIVOT WHEEL TRACK / i - z 2 LOT 1 r / / , I Il I I— / Lu Lu I 4 / / //c/ O z o CI7 a O I / / ��ca / / / / -a U t t ++ z O '' xd 15' / /� � ��, PROPOSED DRNG -� 30" R1 - 1 x 30" I t / / / '� �� , / ESMT & UTILITY EASEMENT UT ESMT o/ 50' GAS / / C NO 3451154 �/ RE 15' PROPOSED DR r O & / / /2 ,// r / �'2// UT O/ � PROPOSED DR & 10 PROPO ESMT ,a o LOT 5 / ; �� <C\O "O \ \ 1 o 7 -�-/ cfc Z 7,A \ // / 7,-- 7•1# 1 ,\ 7 A 77 . 7 z, ' ''° / VC) Z ny j / PN 4 N 71 \ BEGIN G ALIGNMENT G Zc7 >V a Q 7 x ,ig ` 7 7 � oo fiek V 7 / / ' �' '' / / \' 7SCALE: 0c 7 X / LOT 2 / /°:o -53 Z O Tc` O 0 -� 1" =40' 3 3 N =1,348,375.03, / /G E 3,159,948.98 �-� / / -------- 0 i X0 <s" 12\ 7 \ .------ea .--------:\ -- / \: NOTE �-\ .� .. \ 1. ALL MANUAL STREETS SIGNAGE ON AND TO UNIFORM HIGHWAYS. COMPLY WITH TRAFFIC THE 2009 EDITION CONTROL DEVICES OF THE FOR / / \ , \ \ I 2 EACH 8" BLADES MOUNTED TO POST 4 4 LOT 3 - / WITH 4 EACH DRIVE PROPOSED R.D.W. ,%` \ _ _ RIVETS WITH NYLON WASHERS Iw i z 0 J Cross section of post sw A\/E♦ I SAMPLE 2400, O 10' PROPOSED DR & UT ESMT S 0 P 10' PROPOSED DR & UT ESMT R1-1 "STOP" GRADE. SIGN SIGN 30" MOUNTED HIGH DENSITY/DIAMOND TO POST WITH 1 EACH o DRIVE RIVET FACE (ON TOP SIGN WITH NYLON OF THE SIGN). SHALL BE WASHER AGAINST THE BOTTOM MOUNTED WITH SIGN OF THE 1 EACH 0 0 o 5/16"x2-1/2" HEW BOLT WITH METAL AND FROM 0Examples igure 2Q-2. of eights and Lateral Locations of Sign Installations NYLON WASHERS FACE) AND SECURED (NYLON WITH ON WASHER AGAINST SIGN 1 EACH 5/16" HEX NUT THE BACK SIDE OF POST. A - ROADSIDE SIGN / N B - ROADSIDE SIGN IN RURAL AREA STOP \ / IN RURAL AREA 2" x 2" x 10' OR 12' 12 GAUGE TELESPAR POST t I 5ft I 5ft o 12 ft MIN. MIN. -♦-6 ft MIN. - MIN. CRITERIA FOR SINGLE POST 0 Max. Sign Panel Anchor/Stub * Post Size * 0 0 0 36"x36" 2.255(2.25"x 31-0' 2"x2"x12-0" O 3-6 Al " 0 Shoulder wider than 6 ft o * 12 Gauge 2-1/411x 2-1/4" x 3' ANCHOR/STUB --- ' o • 5 5 O oo o StreE C - ROADSIDE SIGN SPEED ''Z 2 1/ IN BUSINESS, LIMIT 50 D - WARNING SIGN WITH ADVISORY (22F See COMMERCIAL, OR -•-•-j SPEED PLAQUE IN RURAL AREA 1\ RESIDENTIAL AREA 2 f 7ft* 12 ft MIN. MIN. MIN. 25 MPH NOTES: f 4 MIN. ft 1. from Attach the the post sign when panels hit by tightly a vehicle. to the post and use oversized washers to keep the sign from br / i 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. / 1 • / ,eAsseeAst/ 3. Signs larger than 36 inches in length or width require wind bracing and special post design. *Where parking or pedestrian movements are likely to occur 4. 5. Anchor All "No Stub Parking" and signs post are shall square be steel installed tube at 45° (perforated). from Flow Line. 1 H E IG HT S& LATERAL LOCATIONS O FSIGNS,z)SIGN LOCATION AT INTERS E TION C 3�SIGN POS T D ETAI RD -2 NTS �D-2 NTS RD -2 NTS A B C D E F G H rm L (U u 0 iJ) cm DATE: August 19, 2022 DRAWN BY: AGPRO ISSUE / REVISION: N N 0 N W O ISSUED FOR REVIEW Q L - INIIII O Cn Til ct—Ic o'ICIICI n, 1-1-1 H on 51 ic ri '—I (J) ccrY3 T • v—i L: (2 ncl° i—iii -(7) cal) cvn U ,CO 2 cii 1/4.6 o O) -:_____© [;2- 4- 0 o \,, @ 00o \‘ o J/ Ftc SHEET: A B C D E F G H 1 DETACHED SIDEWALK ROADWAY — PIGTAIL EXTENDED PAST SIDEWALK ' / I OUTLET \ • : \\ \ fi \ REP_ACEABLE DOUBLE CHECK VALVE �� f 'fi\ �`%`�" \ / \ \ METER PIT . .._ - /� / �`/ / / /y �/ y CURB 8c GUTTER e ri �� ; : , PRESSURE REGUTOR. 1" METER tI �O / .� ��/ /�� /\/ /\ � \//4,` r Vrti, \/ \ ��\ / / i \\)\\ \\$ 0 0 -co •\ \\\\ 1 TRACER WIRE ,\\ •�/ / 1 \\ \ �� - CORPORATION STOP • SHUT OFF ,\ './. VALVE i ❑ SERVICE LINE Li 2" OUTER HOLE LID INLET SERVICE LINE NEEDS TO SQUEEGE BE BEDDED WITH CURB STOP DETAIL r DETACHED SIDEWALK � = " DISTRIBUTION MAIN \, �� NICOR PLASTIC LIDS,, \ \ .� �j��:. - !/� �, / f� ,W CAST IRON DOME�\�\ -y3' � y\. \ \'�\� +i 2' MIN. 2 2 '�/\`�f`� I 3 DROP 1 METER PIT COVER \� \/ FROST LID �, \f`t 5\''��.,. , - �v i� ROADWAY �.,: :/ ,�,., � ��.� . y,�,. ,..\�. ��. / . , , / Y . y a� » / i�'�' /i \ 24 x36 �` `S j\i`� .. ,, . \ \ \ �� \ / \ » ETER PIT „ �� \/4\ SIDEWALK ti /\ . / METER PIT / / ,>, *xs fi \ CURB Box ' ! \' \ \ : \ / / / , , :.,/ / \„), \ ..,.• \ \ : \ /\,./ I l , >, / : : rn ROD CURB STOP :,/, >/� CORPORATION STOP ADJUSTABLE 3Y2" -4Y2" I C I U ,/ TRACER WIRE CURB STOP W/ SHUTOFF KEY WASHED WASHED I I ROCK ROCK I i I K_ s?!" _ r �t� Mtn c1r�(l CJnt f ( C:` 8 898 II a _ I N LE T _ '� OUTLET ,/ SERVICE LINE � THICK 6"x6"x2" SUPPORT BLOCK 3 CUBIC FOOT OF SERVICE LINE NEEDS 1" I.P. FEMALE THREAD - 1" I.P. FEMALE THREAD TO SQUEEGEE BE BEDDED WITH CURB STOP DETAIL FOR SIDEWALK /4 ROCK OR 1/2 WASHED DISTRIBUTION MAIN BERTHOUD, 835 E. COLORADO HIGHWAY 56 80513 NOTE: BERTHOUD, 835 E. COLORADO HIGHWAY 56 80513 SETTER MODEL NUMBERS: Little Thompson Water District PHONE: FAX: (970) (970) 532-2096 532-3734 1. MLIER PIT NEEDS TO BE 5 FT INSIDE PROPERTY LINE. Little Thompson Water District PHONE: FAX: (970) 532-2096 (970) 532-3734 A.Y. McDONALD: 1" - 76104300F11 3 3 53 PART NUMBER FOR NICOR LID: 1 /'tL Sl /I F ,, v TIA L A1ETF` PIT MFTF/! PIT A ' CURI TSP , CASTINGS BLU ETAIL DL TAIL FS/!SI/IL WALK SCALE: DRAWN BY DATE: DATE REVISED: SCALE: DRAWN BY: DATE: DATE REVISED: AS NOTED DIM 12/14/99 02/01/2021 AS NOTED DIM 12/14/99 02/01/2021 (i' [2 WATER METER CURBSTOP DETAIL DT -1 SCALE: NTS N, Dry SCALE: NTS 4 4 5 5 A B C D E F G H 7 -) !7 C" 0 DATE: August 19, 2022 DRAWN BY: AGPRO ISSUE / REVISION: N N 0 N W O ISSUED FOR REVIEW Q Illum lime CCI I I-1 O L.) Cii rai Ct N rz4 on CD 5 wH ' O ri`— (1) ccrY3 T • v—i L: c° Fer3 ° CA U V) ,th P4 c), as 6-o-' CI ) co o rc;-) /Tic) 1/2--- � �---- o o Q o OO0 0 o j� 1 L SHEET: A B C D E F G H H aln nlbc Sttuctivre5 Chapter 9 Inlet SC rotection (0)• -6 hi l r�� king Control (V C) SM-4 E_ Tec, i IP TAI HEIGHT Or�,yPIPE Washout A(CWAMM-I ORConcrete Lei, fiygc � 14 ;.- V C _ -4 i � r e \ CONCRETE y1.1 904 ,i„--e- C 1 P -_ OWA ku a 17�_r M1i _ -�. .! gee a pp 1 p - 20 FOOTl . t,.�+ L1 s. aY ,__ y�11�1�{,1��e^ B E Ir1« d ' ;.a—; �. P " 1 .—�- (WIDTH CAN "! ! • •' !!nl e V � h.!'1� � y: �' *I,:s III L' I� .... '>�. f J �ri+F.• _ r i i-. .� •Y ;�. �, j- 1 • _ r ,;It iy 1 �r- '�! 4 C - _ r _ - '�'}" -riyl 1 'R 1 Ai _• - VII-IICLE�y ARE L � ry ''d PI- j -A'•1��+ 9 . '+ �t�-�1, 1 •.y `J4p _ ,°'r , i ( Ir t_ - - .� a,. '�; FLOW' CULVERT -.- .I �.� f s— -- l r 11 �' .. — - 1.1�-• - CONFINED ON ti y ; ��..y'�• - ; �,y. r" `1 . - ." _ ir. __Jr a_ _`•. a" 1i } _ r� �'_.• a } I c' r �� -riTl1 SIDES) �. -� �' # ` '� - THE STABLE 1�,strict4 . ," 1 •� ' �� 1' .90 451 .. i -.I � a ,f �.r� Elsl: K. I I LL LI PST�l.EAM C yp�-�■�y1 1��°y' ��. OTHER. ,.et � di, �- SURFACE , , .. � ••`'_ ,' � �I�!Ls['1�1� ;i. ''" � n L �: o. �WN 0 FOOT � � � � .i- I� `� �•}, Imo. I AT" SOCK\\I ! ff >f . . rr" �. S r i . ° Yf lei 1 1 as:1_I ii' g ::9'I '�'* • = - aerts - • - w:- ! - .s-4 ..,YIP art _ f��., '"7 IF %1/41iril.,r - - -7 . ___ _ _ 'r .� 5� ..Ij� - - duet. .. t L. _ I1II '1 ''_ ' �Y" Nil N. ! - .'-�.rlrl,� 11 - - _ e:, _ - hi ir‘ ..sv 0 is. 'rF' la:::::_47.;77el-.0.733:71.. I �". `y .' 2 2 �' _ -4-�-- v, 1 I -- {.>- rl 4- - rT ' ,�_, _ r n . ,r oe-.vt� _s , r , - U L E L E IBC SECTI O N A S SHOUT PLAN '' -ET j 4 ,'`y _ - x ..• - + •I'll -e . _Q'� ' Lr" 11MIN. 1 , . J . '!'!6{ " rrT 1 •1: �' i 1 I I N � ��` ,...��. .1!.-.. „y � r' 1#... -'�' � .,1 'i }_--�� .� , COMPACTED BERM I i'�I — PLAN . �. � s .} ' +M ' .e ._ •Ylr.l!0P•.F , _= 3- ,. �F�`t ! E -"�= r '4°; ,- r - ." - rte,. s r. a _It1i1 _�. � . r�-` t . —= 1py�} a: 1HE PERIMETER { '• .T�' :.�1: . �. r -ir•- ''T _ " it - R ri.., ai f4 :r.• II �• - 1' e 1 �' �'� SLOPE 'eq - - r - ,r'' acr-1.' -•I `� ,: .,1. � ..,1.. , . RIPRAP' MORE THAN_ate 414 18/N1711/7•. PIPE ��'ISTURaED x�er r• T P IIl Y''F' V. �� .. ::. /JJ' 1'.� ,. fr . - • - 1%:- i tte smic LL gE Ili INSTALLED R WWII kit IN l;'.OtOl< lEoing f i ON �. OP AmPriArt1 ._ ii . $�._ 1 a ef1: I I`�1"iL 'U OR IL TRACKING FINISHED GRADE �iy VEHICLE I Y, y tlrrlx ` I'' I N ROCK. SO!�'�. 21' ON EARTH' h `" �� - 'T ; + ��••y� �y�•°1�jy� 8 �l 6 MIN, _ :�� / '` - -6C0NTROL (SEE A TC AND WITH S UNLES OTHE ICISE ' ,PEL.IFIE TOPSOILSECTIONU BLIC DETI I L J J My GI+ gI I, I�.ISECTION F LAN WENN r"s' CDOT SECT. 1703,.. 0 3 fit. - .I �._ I - ..a tl�_. _ I I_ E T INLET PR01ECTI0M .i 1 1� I� l ! r �- I: E!�i'i a COARSE ms." I t e .� CWA 1. CONCRETE WASHOUT AREA EA h4i1 P ��`. L ' !T vI E� P'I TIE TION T� LLAF_ t TES f 4 l �1 . CWA INSTALLATION NOTES ' TELXTI Le. F- 1 t, SEE PLAN VIEW FOR ' NON aWOW I GEr ie- SEE PLAN '�,r�IL�"�! FOR: � —LOCATION Or ► I t PROTECTION. BETWEEN SOIL AND ROCK FINI SHE. b WIAIDE 1'4 a' ThrAtiblENt MAY WIIIS ST or s RCP ENb !CiON _VERT .T —CWA INSTALLATION L TION I Or {{WITH 1 I OEWAL 3 OR HEADWALL. (SEE DET ' SEE ROCK c t E ION DE FML FOR" ROCK C ION REQUIREMENTS AND JOIN TING 2, L NOT LOA TEWITHIN 400' OF AID' l TURAL- DRAINAGE PATHWAY OR 1� DETAIL-. • " ATE'8ODY. CO NOT LOCATE WITHIN E 1.0001 OF ANY WELLS R DRINKING WATER SOURCES. I ` ,�• L SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, UNLESS THEIR ISE PECIFEE! BY LOCAL y{�-s .— - I.. �L HE CWA ,�1y I�4..T � pc �� I�� 1 I ,k1 � WITH �II,M ,,1•,1y� II�1 !�-y� �I�IL.1LL M !�-y� � LINER {y' ��.n�I �� I711.IL MIL MIN, THINNESS) {,,µ'� oI� '� g�� T. LY'�li� 1 2�� 1}�LL�� 1 1�. 1 — - 2, TT'IJI'T1TILL+ I FLUSH WITH' III USE T BELT.'!, .;�il�Tlf,, N`TIl SURFACE STORAGEALTERNATIVES USING PREFABRICATED ICATED CDN,CR Ir DEVICES OR i WASHOUT A tr -.. O BELOW' FOP OF PAt IA EN f lic4&3 COARSE AG RE TE LIFTED OVE GROUND 5 FORAGE ARE SHOULD BE USED. w i 4 INSPECT bTh1 I-1 ° �N. AND MAINTAIN T HEM IN Ufa; I I YE,, OPEN 4JI'NC ON DI TIOI I9 �' OR 6" MINUS ROCK (MIN,) � ' - ' e 1 'NOT -1 _, ,�-- � _ - �- a ; _� - _ - =- �- ! _ �{�� ="a�. MAINTENANCE. OF ECM I c SHOULD ICE PROAC-T EF REACTIVE. INSPECT EIMPG AS SOON AS L THE .i� CWA SHALL BE INSTALLED 1` D PRIOR TO CONCRETE F�►. �,�� h�� ' 1` ON C CR E _ _ ENE. • �, tl ` m+, _� N , I _ _. _ I ' G 1POSSIBLE s• I } 1 PLC SI G VIIITI-III 24 HOURS) EOLLO A INN STORM TI- CAUSES SURFACE '-. L+. AN ALWAYS A M IT I r �' :''�� y jail I. , r _rte X41' v I.�NLiL INCLUDE FLAT SUBSURFACE PIT 3`I- IT ' I T LEAST B'SLOPES E L� PERFORMNECESSARY L I - JOINT L MIN — AIL I p 1 i �- ' ;; ' -.-; •,.. LEAD I G OUT Or THE SUBSURFACE PIT SHALL BE 3-1 CiR FLATTER. THE PIT SHALL CAE AT _ _: .� . - . VOID -FILLED _ ,� , —� . _ RESTRAINTS TS () .,� . '' �� '. yY y_ _ LEAST 3t DEEP. I w 11 .. FREQUENT OBSERVATION S AND AINTLNANCE ARE r ECEsS Y TO MAINTAIN O P IN i `/ �' �ln ,• EFFECTIVE IE41T11 CONDITION. I�,IC TD COFE IIL�E, LE r•. Via'" r. -:1�4 . _ 5. A ' SURROUNDING SIDES AND BACK �11F T4-IE C',��• SHALL HAVE �lalk#I�I I.II� HEIGHT ':3 F 1' � •ERI�UI PNELE [ OCUM'EI NTE �. THOROUGHLY. NTS F: E.I 'I 6. VEHICLE TRACKING PAD SHALL OE SLOPED 2% TOWARDS THE CWA, �'. Wf ERE PSMPs HAVE FAILED, I�EPI JP L� H LPLACEN EN T SHOULD E: INIT TE.O UPON COMPACTE I SLaBGRALI E DISCOVERY �F THE FAII LURE. SECTION 7x SIGNS A SHALL DE I�I.t-,I1Ff-' � AT THE CONSTRUCTION FNIrR -144. rut THE CWA, AND .I ELSEWHERE AS NLfEssN; �, �:THE TO CLEARLY INDICATE LOCATION or THE CV, TO OPERATORS .y I�HE ri `e OF CONCRETE TRUCKS ,AND PUMP RIGS. Figure 9-34. ra apron 1,on detail for c' in with the channel : P' -line 4 � SEDIMENT ACCUMULATED U P SW[ OF F THE CULVERT SHALL BE REMOVED W E N THE SEDIMENT DEPTH IS THE HEIGHT OF THE ROCK SOCK, Le USE EXCAVATED MATERIAL MR PERIMETER BERM CONSTRUCTION, 5, "L L' T INLET PROTECTION SHALL REMAIN IN PLACE UNTIL_ THE UPSTREAM ��. I ,TU Raft AREA IS PER MA� TLY STABILIZED AND AP PRO' ► BY THE LOCAL UI S O TLON (DETAILS AD D' FFI i AURORA-, CO! CIF�;1 MOT AVML+ ELE IN Ail' - �' ) 'VEHICLE Urban �-��1�� Flood _ - _ Control �� _� ) .. �� I� —AGGREGATEove � H � L. E SIT r �1 10 Urban a and Flood Control District CWA-3 as�_�� • � ��-� e. � 1 � ' .� � _b_ _ NOTE_ MANY JURISDICTION HAVE Ali P nerA L* THAT � VARY PR � k. DFC13 STANDARD DENI.. r __. Urban Storm Urban age Criteria Vol 2 -INS , CONS LI L T 'di`TH LOCAL H4SU CI P, r�C) WHICH H ENL SHOULD Ut USED VIA -HE Fl LIU DIFFERENCES ARE NOTED. �4vE I,au TLET PRO TE c TION INLET PRO TE c TION H IC LE TRACKINGNTRO co L /'5CONCRWAANsUNLJNE0DCuYiA IC DT -2 ;`I SCALE: NTS DT -2 , SCALE: NTS DT -2 , SCALE: NTS DT-2; SCALE: NTS 4 4 5 5 A B C D E F G H CL 0 itn r) I-1 CNA 0 L I- DATE: August 19, 2022 DRAWN BY: AGPRO ISSUE / REVISION: N 0 03 O ISSUED FOR REVIEW cC _ 7r illIS _ I" II IMI 1.." . rt" 1 O U i Ct 4,1 P4 ----) ICS CD - $2' l Hi CI) CC(?) r • irmml ❑ L J I ®_ c CA U F4 E c Lr C: CI), cu 65' 1 ) `J L.1 J I CyJ 09 Lo a (q& 0 0 r i ED) C2 & qo/ J SHEET: S0 February 28, 2022 COLORADO Division of Water Resources Department of Natural Resources Chris Gathman Weld County Department of Planning Services Transmission via email: cgathman@weldgov.com Re: Spring Meadows PUD File Number PUDK21-0002 Lot B, Recorded Exemption RE -2746 Pt. NE 1/4 of Section 30, T4N, R67W, 6th P.M. Water Division 1, Water District 4 Dear Mr. Gathman: We have reviewed the above -referenced proposal to subdivide an approximately 78.82 -acre parcel into five lots through a planned unit development process. Lot 1 will be approximately 5.48 acres, Lot 2 will be approximately 4.79 acres, Lot 3 will be approximately 5.87 acres, Lot 4 will be approximately 6.52 acres, and Lot 5 will be approximately 54.61 acres. Lots 1 through 4 are currently vacant and are proposed to be used for residential purposes. Lot 5 currently contains an agricultural shed, a half -circle pivot irrigation system and an irrigation pond, and is proposed to continue to be used for agricultural purposes. Our office previously provided comments regarding this application in a letter dated November 30, 2021 indicating that this office was unable to provide an opinion regarding the adequacy of the water supply or potential for injury to existing water rights due to the lack of information regarding the water supply for the Town of Johnstown. Since that time, the Town of Johnstown has provided information regarding their water supplies and demands. This letter is to provide updated comments based on this additional information. Water Supply Demand The water requirements for this subdivision were not provided. The Little Thompson Water District requires a raw water dedication of 0.70 acre-feet per tap. The Town of Johnstown requires a dedication of 0.33 acre-feet for each lot for indoor use, and additional water based on the amount and type of irrigation proposed for each lot. The Town of Johnstown has estimated that the applicant will need to dedicate approximately 6.4 acre-feet to the Town to service the properties. Source of Water Supply The Little Thompson Water District is the proposed water supplier for Lot 4. Lot 5 is currently served by an existing tap, tap no. 584101. The referral materials included a water bill dated September 20, 2021 for the existing tap. The referral materials also included a letter of commitment from the Little Thompson Water District, dated March 11, 2021, for the proposed tap on Lot 4, subject to limitations identified in the letter. The commitment letter will expire two years from the date of the letter if the tap has not been purchased, paid for, and installed by the date of expiration. I.;' S • .:...ii._i. ,,,.:- - F.!:::.-i 's:" . •) 11LlGls:; J•: c c.:}. ':.r: L.:rta r:: ::.1 1 ;. I I:•s.. c c .I i4 : I]r: •: i : Ia:i r C.. Spring Meadows PUD February 28, 2022 Case No. PUDK21-0002 Page 2 of 3 This office most recently received information from the Little Thompson Water District regarding their water supply in their Raw Water Master Plan dated November 2018. At that time, the Little Thompson Water District had a total firm yield of 6,228 acre-feet from their existing Colorado -Big Thompson units with an average yield of 7,343 acre-feet, and a projected demand of approximately 6,850 acre-feet by the end of 2021. The report found that the Little Thompson Water District had the ability to increase their total firm yield to 9,096 acre-feet as new storage projects come online and native water rights are changed or approved for new uses. The report recommended that the District allocate sufficient storage in Dry Creek Reservoir to allow the "firming" of their Windy Gap units to 40 acre-feet per unit, which would increase their firm yield by 640 acre-feet to a total of 6,868 acre-feet. By policy, new growth within the Little Thompson Water District requires developers to dedicate water rights sufficient to supply the anticipated demands within their development. Individual tap purchases may be allowed to pay a "cash -in -lieu" fee to satisfy the water right requirement, the cost of which was included in the standard residential tap fee quoted in Little Thompson Water District's letter of commitment for Lot 4. The Town of Johnstown is the proposed water supplier for Lots 1, 2, and 3. The referral materials included a letter of commitment from the Town of Johnstown, dated September 7, 2021, for the three proposed taps. The letter states that the Town of Johnstown is embarking on a major capital project to install a 16" water line along the east boundary of the subject property. In response to our letter dated November 30, 2021, in which our office had found that we did not have any information regarding the water supply for the Town of Johnstown, the Town provided the requested information in a letter dated February 22, 2022. The Town of Johnstown's water supply consists of multiple sources, with the largest single source being shares of the Consolidated Home Supply Ditch Et Reservoir Company that have been changed for municipal purposes. The letter indicates that the Town of Johnstown has an average water yield of 6,001 acre-feet and a total firm yield of 4,850 acre-feet. The report states that the demand in 2021 was approximately 2,800 acre-feet. The Town's demands are less than the estimated supplies in both average and dry year conditions. In addition, to receive water service from the Town of Johnstown, developers must annex their property to Johnstown and dedicate adequate water rights to supply the anticipated demands within their development. According to the submitted materials, annexation to Johnstown is not proposed at this time. An irrigation ditch runs along the southern and eastern boundaries of the subject property. According to records available to this office, the property has been historically irrigated with water from the Highland Ditch. The existing pivot -irrigated field will be preserved on Lot 5. Stormwater Detention The referral materials state that the proposed lots are greater than three (3) acres in size, the downstream roadway criteria will not be exceeded, and the post development imperviousness will not exceed ten (10) percent; therefore, the proposed subdivision will be exempt from stormwater detention per the provisions of the Weld County Storm Drainage Criteria. Spring Meadows PUD February 28, 2022 Case No. PUDK21-0002 Page 3 of 3 State Engineer's Office Opinion Based on the above, the State Engineer offers the opinion, pursuant to section 30-28-136(1)(h)(II), C.R.S., that with the Little Thompson Water District and the Town of Johnstown as the water providers the proposed water supply is expected to be physically adequate, and can be provided without causing injury to decreed water rights. Should you or the applicants have any questions regarding this matter, please contact Javier Vargas -Johnson at this office via email at javier.vargasjohnson@state.co.us. Sincerely, Sarah Brucker, P.E. Water Resources Engineer Cc: Owner (Olson Bros LP, roger@reodeo.net) Applicant (AGPROfessionals, kbruxvoort®aepros.com) Town of Johnstown (Matt LeCerf, mlecerf®johnstownco.gov) Referral file no. 28943 Hello