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C;\pwworking-trd\dms77567\C-001 Cover dwg 05-27-2022 3:52:58 PM BY: Pkuh
USE IEW SPECIAL REVIEW
1:3 0KI__ NG "ISO R PROJECT
LEGAL DESCRIPTION
LOT B, AMENDED RECORDED EXEMPTION NO. 0803-34-3 RE 788, BEING THE EAST HALF OF THE
NORTHWEST QUARTER AND A PORTION OF THE WEST HALF OF THE EAST HALF OF THE
SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 6 NORTH, RANGE 65 WEST, OF THE 6TH P.M.,
ACCORDING TO THE PLAT RECORDED NOVEMBER 13, 2013 AT RECEPTION NO. 3977741, IN THE
COUNTY OF WELD, COLORADO.
PROPERTY OWNER'S CERTIFICATION
THE UNDERSIGNED PROPERTY OWNER(S) DO(ES) HEREBY AGREE TO THE SITE SPECIFIC
DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW DEVELOPMENT STANDARDS AS DESCRIBED
HEREON
THIS DAY OF
SIGNATURE - NAME OF PROPERTY OWNER
, 20 ,
PLANNING COMMISSION CERTIFICATION
THIS IS TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSION HAS CERTIFIED AND DOES
HEREBY RECOMMEND TO THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY, COLORADO,
FOR ITS CONFIRMATION, APPROVAL AND ADOPTION THIS SITE SPECIFIC DEVELOPMENT PLAN
AND USE BY SPECIAL REVIEW AS SHOWN AND DESCRIBED HEREON
THIS DAY OF , 20 ,
CHAIR, WELD COUNTY PLANNING COMMISSION
BOARD OF COUNTY COMMISSIONERS CERTIFICATION
THIS IS TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY, COLORADO
DOES HEREBY CONFIRM AND ADOPT THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY
SPECIAL REVIEW AND THE DEVELOPMENT STANDARDS AS SHOWN AND DESCRIBED HEREON
THIS DAY OF , 20 ,
CHAIR, BOARD OF COUNTY COMMISSIONERS
ATTEST:
WELD COUNTY CLERK TO THE BOARD
BY: DATED:
DEPUTY CLERK TO THE BOARD
PARCEL ID# 80334200002
TOWN OF GREELEY, COUNTY OF WELD, STATE OF COLORADO
VICINITY MAP
SITE DATA
CASE #:
PARCEL #: 080334200002
ZONE DISTRICT: A (AGRICULTURAL)
PROPERTY ADDRESS: 21308 EAST COUNTY ROAD 64
PROPERTY AREA: 113.35± AC
SOLAR GARDEN AREA: 11.27± AC
LEASE AREA: 20.06± AC
SYSTEM SIZE: 2.375 MWac
TOTAL MODULES: 4,400 (HELIENE 540W 144HC M10 BIFACIAL MODULES)
INVERTER RACK: CHINT 125kW INVERTERS OR SIMILAR EQUIPMENT
MOUNTING SYSTEM: ARCTECH SKYLINE II SINGLE -AXIS TRACKING SYSTEM OR SIMILAR EQUIPMENT
SOILS: DACONO O CLAY LOAM
AREA OF LAND DISTURBANCE: 14.23± AC
DWG. NO. TITLE
C-001
C-002
C-003
C-101
C-102
C-201
C-202
C-301
C-302
C-400
C-401
C-402
C-403
SHEET INDEX
TITLE SHEET
GENERAL NOTES
PROPERTY & DISTANCE INFORMATION
EXISTING CONDITIONS
PHASING PLAN
SITE PLAN I
SITE PLAN II
PRE DRAINAGE AREA MAP
POST DRAINAGE AREA MAP
DETAILS
FENCE DETAILS
EROSION & SEDIMENT CONTROL DETAILS
EROSION & SEDIMENT CONTROL NOTES
•
EXISTING FEATURES
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4741
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PROJECT PROPERTY
ADJACENT PROPERTY
SOLAR LEASE AREA
PROPERTY NUMBER
RIG HT -OF -WAY
EASEMENT/SETBACK
EXISTING ROAD (PAVED)
EXISTING ROAD (DIRT)
EXISTING DITCH CENTERLINE
EXISTING CULVERT
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
SOILS BOUNDARY LINE
SOILS CLASSIFICATION
OVERHEAD ELECTRICAL LINE
UNDERGROUND GAS LINE
(APPROX LOCATION)
UTILITY POLE
EXISTING FENCE
EXISTING RAILROAD
EXISTING TREELINE
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EQUIPMENT PAD
TRAFFIC FLOW ARROW
PROPOSED EROSION
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GRASS SWALE
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AGGREGATE VEHICLE
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APPLICANT
CBEP SOLAR 2, LLC
PO BOX 1255
STERLING, CO 80751
ZACH BRAMMER
ZACH@CLOUDBREAKENERGY.COM
DBREAKEN ERGY.COM
SURVEYOR
ROADRUNNER SURVEY & MAPPING, INC
2130 ROADRUNNER TRL.
RIESEL, TX 76682
INFO@RSMROADRUNNER.COM
ROADRU N N ER.COM
(254) 730-7574
ENGINEER
97C ENGINEERS, INC.
765 EAST COLLEGE DRIVE, SUITE 1
DURANGO, CO 81301
KELSEY BLAISDELL
KBLAISDELL@TRCCOMPANIES.COM
(970) 628-3176
NO.
REVISION
DATE
INIT
TRC Companies, Inc.
700 Highlander Blvd.
Ste. 210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
DATE:
5/20/2022
DRAWN BY:
TRC
ENGINEER:
KB
APPROVED BY:
PROJECT PHASE:
USR PLANS
SCALE:
AS SHOWN
SHEET NO.:
Notes.dwg 05-27-2022 3:53:02 PM BY: Pkuh
C;\pwworking-trdldms77567\C-002 Genera
GENERAL NOTES
1. THE PURPOSE OF THIS PLAN IS TO DEPICT THE INSTALLATION OF A SOLAR GENERATION FACILITY.
2. EXISTING TOPOGRAPHIC DATA TAKEN FROM ALTA/NSPS LAND TITLE SURVEY BY ROADRUNNER SURVEY
& MAPPING, INC. GEOGRAPHIC SYSTEM USED: NORTH AMERICAN DATUM OF 1983 (NAD83), NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD88), COLORADO NORTH ZONE STATE PLANE
COORDINATES.
3. PROPERTY BEARING & DISTANCES RECORDED IN SURVEY BY ROADRUNNER SURVEY & MAPPING, INC.,
OCTOBER 21, 2021.
4. PANELS SHOWN IN PLANS ARE PRELIMINARY AND ARE SHOWN ONLY FOR SITE LAYOUT PURPOSES
INCLUDING, BUT NOT LIMITED TO, ROW ORIENTATION, ROW SPACING AND DISTANCE TO OTHER SITE
FEATURES. CONTRACTOR SHALL COORDINATE AND/OR VERIFY THE NUMBER AND TYPE OF PANELS
WITH ELECTRICAL DESIGNER OF THE SITE FOR THE REQUIRED POWER GENERATION.
CONSTRUCTION NOTES:
1. CONTRACTOR SHALL CALL COLORADO 811 AT 1-800-922-1987 AT LEAST 72 HOURS (SATURDAYS,
SUNDAYS, AND HOLIDAYS EXCLUDED) PRIOR TO EXCAVATING AT ANY LOCATION.
2. A COPY OF THE COLORADO 811 PROJECT REFERENCE NUMBER(S) SHALL BE GIVEN TO THE OWNER'S
REPRESENTATIVE PRIOR TO EXCAVATION. LOCATIONS OF EXISTING PIPES, CONDUITS, UTILITIES AND
OTHER UNDERGROUND OBJECTS ARE NOT WARRANTED TO BE CORRECT AND THE CONTRACTOR SHALL
HAVE NO CLAIM ON THAT ACCOUNT SHOULD THEY BE OTHER THAN SHOWN.
3. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS
AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE
WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS.
CONTRACTOR SHALL NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, OR
EXCAVATE WITHOUT APPROPRIATE PERMITS.
4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING STREET OCCUPANCY; STREET OPENINGS; AND TRENCH
PERMITS FROM THE DPW ENGINEERING DIVISION BEFORE CONSTRUCTION.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY: CONSTRUCTION ACTIVITIES
SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.
6. CONTRACTOR SHALL ENSURE THE MAINTENANCE OF SAFETY AND TRAFFIC FLOW ON THE PUBLIC AND
PRIVATE WAYS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. THE CONSTRUCTION SITE MUST BE
ACCESSIBLE TO EMERGENCY VEHICLES AT ALL TIMES.
7. CONTRACTOR SHALL CAREFULLY COORDINATE ALL WORK WITH THAT OF HIS/HER SUBCONTRACTOR,
THE OWNER'S REPRESENTATIVE, OTHER CONTRACTORS WORKING WITHIN THE PROJECT LIMITS. WORK
WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO THE WELD COUNTY DPW AND WATER AND
SEWER COMMISSION (SWSC) STANDARDS.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING THE LIMITS OF WORK IN THE FIELD BASED
ON THE SITE PLAN AND ANY EXISTING CONDITIONS SURVEY INFORMATION THAT MAY BE PROVIDED BY
THE OWNER.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING THE LINE AND GRADE OF ALL
EARTHWORK INCLUDING SITE GRADING AND ACCESS ROADS. ALL SURVEY WORK SHALL BE PERFORMED
UNDER THE SUPERVISION OF A COLORADO -LICENSED PROFESSIONAL LAND SURVEYOR.
10. CONTRACTOR WILL PROVIDE A SMOOTH, FLUSH TRANSITION BETWEEN NEW AND EXISTING
PAVEMENTS.
11. TRAFFIC SIGNAGE SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD). ALL PAVEMENT MARKINGS CHANGED, ALTERED OR REMOVED SHALL BE RE -APPLIED.
12. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE
ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY,
OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT
MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER'S
REPRESENTATIVE IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN
BE TAKEN.
13. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY CONTRACTOR'S OPERATIONS, TO
INCLUDE DELIVERIES AND CONSTRUCTION LOAD DAMAGE, SHALL BE RESTORED BY CONTRACTOR TO
THEIR ORIGINAL CONDITION AT CONTRACTOR'S EXPENSE.
14. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH CRUSHED STONE SHALL RECEIVE
LOAM AND SEED AS NEEDED.
15. CONTRACTOR SHALL NOT PERFORM ANY WORK ON PROPERTIES ADJACENT TO THE SITE AND SHALL USE
BEST EFFORTS TO MINIMIZE DISRUPTION TO THOSE ADJACENT PROPERTIES (INCLUDING SEDIMENT
CONTROL, DUST CONTROL, TRAFFIC CONTROL, TRASH CONTROL, AND NOISE CONTROL). CONTRACTOR
SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF ADJACENT PROPERTIES
ARE AFFECTED.
16. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE
IMPACTS TO DRAINAGE SYSTEM: OFF SITE AREAS; AND SHALL BE RESPONSIBLE TO REPAIR RESULTING
DAMAGES, IF ANY, AT NO COST TO OWNER AND WELD COUNTY. THE PROPOSED WORK SHALL NOT
ALTER EXISTING DRAINAGE PATTERNS. SEE STORMWATER POLLUTION PREVENTION PLAN (SWPPP).
17. FOUNDATIONS AND OTHER UNDERGROUND OBJECTS ARE NOT WARRANTED TO BE CORRECT.
CONTRACTOR SHALL HAVE NO CLAIM ON THAT ACCOUNT SHOULD THEY BE OTHER THAN SHOWN ON
THESE PLANS.
18. TEST PITS TO LOCATE EXISTING UTILITIES MAY BE ORDERED BY OWNER'S REPRESENTATIVE.
19. STONE WALLS, FENCES, MAIL BOXES, SIGNS, CURBS, LIGHT POLES, ETC. SHALL BE REMOVED AND
REPLACED AS NECESSARY TO PERFORM THE WORK. UNLESS OTHERWISE INDICATED, ALL SUCH WORK
SHALL BE INCIDENTAL TO CONSTRUCTION OF THE PROJECT.
20. ALL PAVEMENT DISTURBED BY CONTRACTOR'S OPERATIONS SHALL BE REPLACED TO MATCH EXISTING.
21. CONTRACTOR SHALL COMPLETE ALL STAKEOUT, SURVEYS, ETC. REQUIRED FOR CONSTRUCTION OF THE
PROJECT AS SHOWN AND AS SPECIFIED.
22. INLET PROTECTION SHALL BE PROVIDED ON ALL CATCH BASINS FOR THE DURATION OF THE PROJECT.
23. ANY CHANGES TO THE PLAN SHALL BE SUBMITTED BY CONTRACTOR FOR REVIEW AND APPROVAL BY
THE OWNER'S REPRESENTATIVE.
24. CONTRACTOR SHALL PERFORM CONTINUOUS MONITORING AND MAINTENANCE OF EROSION AND
SEDIMENTATION CONTROLS THROUGHOUT THE CONSTRUCTION PERIOD AND IN ACCORDANCE WITH
THE PERMITS.
NATURAL FEATURES NOTE
1. AS INDICATED ON THE U.S. FISH & WILDLIFE SERVICE WETLANDS MAPPER LAST UPDATED 2021, THERE
ARE NOT ANY STREAMS AND WETLANDS LOCATED WITHIN THE SUBJECT PROPERTY OF THIS
DEVELOPMENT.
SITE DEMOLITION/REMOVAL NOTES
1. UTILITIES REQUIRING INTERRUPTION, CAPPING OR REMOVAL - EXISTING SEWER, WATER AND ELECTRIC
UTILITY LINES, AS WELL AS STRUCTURES WITHIN THE CONTRACT AREA SHALL REMAIN AND BE
PROTECTED FROM DAMAGE FROM CONSTRUCTION ACTIVITY, UNLESS REMOVAL OF SAME IS
SPECIFICALLY NOTED.
2. ADDITIONAL UTILITIES MAY EXIST WITHIN THE PROJECT AREA. THE CONTRACTOR SHALL USE CAUTION
WHILE WORKING NEAR THESE UTILITIES TO AVOID DAMAGE TO THEM DURING CONSTRUCTION. ANY
DAMAGE TO THESE UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR EXPENSE AND TO THE
SATISFACTION OF THE UTILITY OWNER.
3. CONTRACTOR SHALL NOTIFY THE OWNER'S FIELD REPRESENTATIVE FOR RESOLUTION OF ANY
ABANDONED PIPES AND/OR UTILITIES WHICH ARE NOT NOTED ON THE SURVEY BUT ARE
ENCOUNTERED DURING EXCAVATION.
4. CONTRACTOR SHALL REPLACE ANY EXISTING CURBS OR PAVEMENTS THAT WERE INTENDED TO REMAIN
BUT ARE DAMAGED OR DISTURBED DURING CONSTRUCTION. IF REPLACEMENT IS NECESSARY, IT SHALL
BE DONE AT THE CONTRACTOR'S EXPENSE.
5. THE CONTRACTOR SHALL REMOVE, EXCAVATE, AND DISPOSE OF ALL MATERIALS ACCORDING TO THE
PROJECT SPECIFICATIONS.
6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE APPROPRIATE AGENCIES PRIOR
TO COMMENCING WORK.
SANITARY
1. THE PROJECT WILL NOT INCREASE THE SEWAGE DISPOSAL NEEDS FOR THE SITE AND THEREFORE, DOES
NOT REQUIRE SANITARY SEWER EXTENSIONS, SEWER SERVICE CONNECTIONS OR ONSITE SEWAGE
DISPOSAL SYSTEMS (OSDS).
WATER SUPPLY
1. THE PROJECT DOES NOT REQUIRE DOMESTIC WATER SUPPLY.
WETLAND NOTES
WETLANDS AND STREAMS WERE DELINEATED BY TRC ON 11/15/2021. BASED ON DELINEATION STUDY, NO
WETLANDS OR STREAMS WERE FOUND ON SITE.
FLOODPLAIN NOTES
ACCORDING TO THE FEMA MAPPING FIRM PANEL NUMBER 08123C1535E DATED 1/20/2016, THERE IS NOT A
MAPPED 100-YEAR/500-YEAR FLOODPLAIN LOCATED WITHIN THE PROJECT AREA.
1. FLOOD DATA ACQUIRED FROM FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) NATIONAL FLOOD
HAZARD LAYER (NFHL), VERSION 1.1.1.0, PUBLISHED 2016-01-20. EFFECTIVE PANELS WERE RELEASED IN
2016.
2. FEMA'S FLOODPLAIN BOUNDARIES MAY BE UPDATED AT ANY TIME BY FEMA. PRIOR TO THE START OF
ANY DEVELOPMENT ACTIVITIES, THE OWNER SHOULD CONTACT WELD COUNTY TO DETERMINE IF THE
FLOODPLAIN BOUNDARIES HAVE BEEN MODIFIED. (DEPARTMENT OF PLANNING SERVICES - FLOODPLAIN)
LIGHTING NOTES
1. NO LIGHTING SHALL BE PERMITTED WHICH WOULD GLARE ONTO ANY STREET, INTO ANY ADJACENT
PROPERTY, OR BE DEEMED AS LIGHTING TRESPASS, E.G., THE SHINING OF LIGHT PRODUCED BY A FIXTURE
BEYOND THE BOUNDARIES OF THE PROPERTY ON WHICH SUCH FIXTURE IS LOCATED.
2. NO FLASHING LIGHTS OR STROBE LIGHTS ARE PERMITTED, EITHER AFFIXED, NON -AFFIXED, OR INTERNAL
WHICH WOULD BE SEEN FROM ANY ADJACENT PROPERTY, ROAD OR AERIAL LOCATION, EXCEPT IN
SITUATIONS INVOLVING PUBLIC HEALTH OR SAFETY.
COUNTY DEVELOPMENT STANDARDS
1. A SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW, USR21-0007, FOR A MEDIUM SCALE
SOLAR FACILITY OUTSIDE OF SUBDIVISIONS AND HISTORIC TOWN SITES IN THE A (AGRICULTURAL) ZONE
DISTRICT SUBJECT TO THE DEVELOPMENT STANDARDS STATED HEREON. (DEPARTMENT OF PLANNING
SERVICES).
2. APPROVAL OF THIS PLAN MAY CREATE A VESTED PROPERTY RIGHT PURSUANT TO SECTION 23-8-10 OF
THE WELD COUNTY CODE. (DEPARTMENT OF PLANNING SERVICES)
3. THE FACILITY IS UNMANNED AND WILL OPERATE 24 HOURS PER DAY, YEAR ROUND, ACCORDING TO
THE APPLICATION MATERIALS. (DEPARTMENT OF PLANNING SERVICES)
4. THE SITE SHALL BE MAINTAINED IN ACCORDANCE WITH THE ACCEPTED PROPERTY MAINTENANCE PLAN
AND ACCEPTED DECOMMISSIONING AND RECLAMATION PLAN. (DEPARTMENT OF PLANNING SERVICES)
5. NO OUTDOOR STORAGE OF ANY MATERIALS AND EQUIPMENT INCLUDING, BUT NOT LIMITED TO,
SOLAR PANELS AND SUPPORT STRUCTURES NOT IN OPERATION WILL BE ALLOWED. (DEPARTMENT OF
PLANNING SERVICES)
6. NO EQUIPMENT ASSOCIATED WITH THE SOLAR FACILITY SHALL BE LOCATED WITHIN THIRTY (30) FEET
OF THE BOUNDARY OF ADJACENT PROPERTIES, IRRIGATION DITCHES AND/OR RIGHTS -OF -WAY.
(DEPARTMENT OF PLANNING SERVICES)
7. DURING CONSTRUCTION, ALL LIQUID AND SOLID WASTES (AS DEFINED IN THE SOLID WASTES DISPOSAL
SITES AND FACILITIES ACT, 30-20-100.5, C.R.S.) SHALL BE STORED AND REMOVED FOR FINAL DISPOSAL
IN A MANNER THAT PROTECTS AGAINST SURFACE AND GROUNDWATER CONTAMINATION.
(DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT)
8. DURING CONSTRUCTION, NO PERMANENT DISPOSAL OF WASTES SHALL BE PERMITTED AT THIS SITE.
THIS IS NOT MEANT TO INCLUDE THOSE WASTES SPECIFICALLY EXCLUDED FROM THE DEFINITION OF A
SOLID WASTE IN THE SOLID WASTES DISPOSAL SITES AND FACILITIES ACT, 30-20-100.5, C.R.S.
(DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT)
9. DURING CONSTRUCTION, WASTE MATERIALS SHALL BE HANDLED, STORED, AND DISPOSED IN A
MANNER THAT CONTROLS FUGITIVE DUST, FUGITIVE PARTICULATE EMISSIONS, BLOWING DEBRIS, AND
OTHER POTENTIAL NUISANCE CONDITIONS. THE FACILITY SHALL OPERATE IN ACCORDANCE WITH
CHAPTER 14, ARTICLE 1 OF THE WELD COUNTY CODE. (DEPARTMENT OF PUBLIC HEALTH AND
ENVIRONMENT)
10. DURING CONSTRUCTION, ADEQUATE TOILET FACILITIES AND HANDWASHING UNITS SHALL BE
PROVIDED. PORTABLE TOILETS SHALL BE SERVICED BY A CLEANER LICENSED IN WELD COUNTY,
CONTAIN HAND SANITIZERS, BE SCREENED FROM PUBLIC VIEW AND REMOVED WHEN CONSTRUCTION
IS COMPLETED. (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT)
COUNTY DEVELOPMENT CONTINUED
11. 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. (DEPARTMENT OF PUBLIC WORKS)
12. THE HISTORICAL FLOW PATTERNS AND RUNOFF AMOUNTS ON THE SITE WILL BE MAINTAINED.
(DEPARTMENT OF PUBLIC WORKS)
13. WELD COUNTY IS NOT RESPONSIBLE FOR THE MAINTENANCE OF ON -SITE DRAINAGE RELATED FEATURES.
(DEPARTMENT OF PUBLIC WORKS)
14. BUILDING PERMITS SHALL BE REQUIRED FOR ANY NEW CONSTRUCTION OR SETUP OF A MANUFACTURED
STRUCTURE (BUILDINGS AND/OR STRUCTURES) PER SECTION 29-3-10 OF THE WELD COUNTY CODE. A
BUILDING PERMIT APPLICATION MUST BE COMPLETED AND SUBMITTED. BUILDINGS AND STRUCTURES
SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 29 OF THE WELD COUNTY CODE, AND THE
ADOPTED CODES AT THE TIME OF PERMIT APPLICATION. CURRENTLY, THE FOLLOWING HAVE BEEN
ADOPTED BY WELD COUNTY: 2018 INTERNATIONAL BUILDING CODES; 2018 INTERNATIONAL ENERGY
CODE; 2020 NATIONAL ELECTRICAL CODE. (DEPARTMENT OF BUILDING INSPECTION)
15. THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE DESIGN AND
OPERATION STANDARDS OF CHAPTER 23 OF THE WELD COUNTY CODE. (DEPARTMENT OF PLANNING
SERVICES)
16. NECESSARY PERSONNEL FROM THE WELD COUNTY DEPARTMENTS OF PLANNING SERVICES, PUBLIC
WORKS, AND PUBLIC HEALTH AND ENVIRONMENT SHALL BE GRANTED ACCESS ONTO THE PROPERTY AT
ANY REASONABLE TIME IN ORDER TO ENSURE THE ACTIVITIES CARRIED OUT ON THE PROPERTY COMPLY
WITH THE CONDITIONS OF APPROVAL AND DEVELOPMENT STANDARDS STATED HEREIN AND ALL
APPLICABLE WELD COUNTY REGULATIONS.
17. THE USE BY SPECIAL REVIEW AREA SHALL BE LIMITED TO THE PLANS SHOWN HEREON AND GOVERNED
BY THE FOREGOING STANDARDS AND ALL APPLICABLE WELD COUNTY REGULATIONS. SUBSTANTIAL
CHANGES FROM THE PLANS OR DEVELOPMENT STANDARDS, AS SHOWN OR STATED, SHALL REQUIRE
THE APPROVAL OF AN AMENDMENT OF THE PERMIT BY THE WELD COUNTY BOARD OF COUNTY
COMMISSIONERS BEFORE SUCH CHANGES FROM THE PLANS OR DEVELOPMENT STANDARDS ARE
PERMITTED. ANY OTHER CHANGES SHALL BE FILED IN THE OFFICE OF THE DEPARTMENT OF PLANNING
SERVICES.
18. THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL OF THE
FOREGOING DEVELOPMENT STANDARDS. NONCOMPLIANCE WITH ANY OF THE FOREGOING
DEVELOPMENT STANDARDS MAY BE REASON FOR REVOCATION OF THE PERMIT BY THE BOARD OF
COUNTY COMMISSIONERS.
19. CHAPTER 23, ARTICLE II, SECTION 23-2-290.A. STATES: "CONSTRUCTION OR USE PURSUANT TO
APPROVAL OF A USE BY SPECIAL REVIEW PERMIT SHALL BE COMMENCED WITHIN THREE (3) YEARS
FROM THE DATE OF APPROVAL, UNLESS OTHERWISE SPECIFIED BY THE BOARD OF COUNTY
COMMISSIONERS WHEN ISSUING THE ORIGINAL PERMIT, OR THE PERMIT SHALL BE VACATED. THE
DIRECTOR OF PLANNING SERVICES MAY GRANT AN EXTENSION OF TIME, FOR GOOD CAUSE SHOWN,
U PON A WRITTEN REQUEST BY THE LANDOWNER."
20. CHAPTER 23, ARTICLE II, SECTION 23-2-290.B. STATES: "A USE BY SPECIAL REVIEW SHALL TERMINATE
WHEN THE USE IS DISCONTINUED FOR A PERIOD OF THREE (3) CONSECUTIVE YEARS, THE USE OF THE
LAND CHANGES OR THE TIME PERIOD ESTABLISHED BY THE BOARD OF COUNTY COMMISSIONERS
THROUGH THE APPROVAL PROCESS EXPIRES. THE LANDOWNER MAY NOTIFY THE DEPARTMENT OF
PLANNING SERVICES OF A TERMINATION OF THE USE, OR PLANNING SERVICES STAFF MAY OBSERVE
THAT THE USE HAS BEEN TERMINATED. WHEN EITHER THE DEPARTMENT OF PLANNING SERVICES IS
N OTIFIED BY THE LANDOWNER, OR WHEN THE DEPARTMENT OF PLANNING SERVICES OBSERVES THAT
THE USE MAY HAVE BEEN TERMINATED, THE PLANNER SHALL SEND CERTIFIED WRITTEN NOTICE TO THE
LANDOWNER ASKING THAT THE LANDOWNER REQUEST TO VACATE THE USE BY SPECIAL REVIEW
PERM IT."
21. CHAPTER 23, ARTICLE II, SECTION 23-2-290.D STATES: "IN SUCH CASES WHERE THE USE BY SPECIAL
REVIEW HAS TERMINATED BUT THE LANDOWNER DOES NOT AGREE TO REQUEST TO VACATE THE USE
BY SPECIAL REVIEW PERMIT, A HEARING SHALL BE SCHEDULED WITH THE BOARD OF COUNTY
COMMISSIONERS TO PROVIDE THE LANDOWNER AN OPPORTUNITY TO REQUEST THAT THE USE BY
SPECIAL REVIEW PERMIT NOT BE VACATED, FOR GOOD CAUSE SHOWN. THE LANDOWNER SHALL BE
N OTIFIED AT LEAST TEN (10) DAYS PRIOR TO THE HEARING. IF THE BOARD OF COUNTY COMMISSIONERS
DETERMINES THAT THE USE BY SPECIAL REVIEW HAS TERMINATED AND NO GOOD CAUSE HAS BEEN
SHOWN FOR CONTINUING THE PERMIT, THEN THE TERMINATION BECOMES FINAL AND THE USE BY
SPECIAL REVIEW PERMIT IS VACATED."
NO.
REVISION
DATE
INIT
TRC Companies, Inc.
700 Highlander Blvd.
Ste. 210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
DATE:
5/20/2022
DRAWN BY:
TRC
ENGINEER:
KB
APPROVED BY:
PROJECT PHASE:
USR PLANS
SCALE:
NONE
SHEET NO.:
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NO.
REVISION
DATE
INIT
TRC Companies, Inc.
700 Highlander Blvd.
Ste. 210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
DATE:
5/20/2022
DRAWN BY:
TRC
ENGINEER:
KB
APPROVED BY:
PROJECT PHASE:
USR PLANS
SCALE:
1" 200'
SHEET NO.:
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NO.
REVISION
DATE
INIT
TRC Companies, Inc.
700 Highlander Blvd.
Ste. 210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
DATE:
5/20/2022
DRAWN BY:
TRC
ENGINEER:
KB
APPROVED BY:
PROJECT PHASE:
USR PLANS
SCALE:
1" 100'
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NO.
REVISION
DATE
INIT
TRC Companies, Inc.
700 Highlander Blvd.
Ste. 210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
DATE:
5/20/2022
DRAWN BY:
TRC
ENGINEER:
KB
APPROVED BY:
PROJECT PHASE:
USR PLANS
SCALE:
1" - 100'
SHEET NO.:
C 102
CHRISANN N &
BRETT REESE
RECEPTION NO.
4243260
MILDRED B FRANK
RECEPTION NO.
4052601
EX STEEL
BRIDGE UNDER
PAVEMENT
EX ACCESS
PERMIT NO
AP13-00241
EX OVERHEAD
ELECTRIC LINE
PROP POINT OF
INTERCONNECTION
RICHARD C Il &
BUNNY GAIL NOLAN
RECEPTION NO.
2604208
EX ACCESS PERMIT
NO AP13-00241
60' ROW
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UTILITY DISCONNECT POLE (OPTIONAL)
UTILITY PROTECTION POLE
UTILITY METERING POLE
CUSTOMER DISCONNECT POLE (POCC)
244 UTILITY ACCESSIBLE, LOCKABLE
1+00
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IN CONCRETE
OE
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UTILITY POLES
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ACCESSIBLE, LOCKABLE
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METERING POLE
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RECLOSER POLE
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x
DOROTHY E AND RUSSELL S RAY
RECEPTION NO. 4012222, OPRWCC (R4)
LOT A, EXEMPTION NO 0803-34-3 RE 788
(R1)(NOT A PART)
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6+00
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FIRM #081Z3C1535E
EFF. DATE 1/20/2016
200' OIL TANK BATTERY EASEMENT
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8+00
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9+00
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WELL FROM CO OIL & GAS
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BICKLING #1-34 (APPROX LOCATION)
W/25 EASEMENT
OrTh _
EX BURIED PIPELINE, MARKED
WITH PIN FLAGS BY GPRS PER
SURFACE USE AGREEMENT (R9)
(APPROX LOCATION)
50
50 25 0
SCALE 1" = 50'
100
(N
CD
(N
LLJ
NO.
REVISION
DATE
INIT
TRC Companies, Inc.
700 Highlander Blvd.
Ste. 210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
DATE:
5/20/2022
DRAWN BY:
TRC
ENGINEER:
KB
APPROVED BY:
PROJECT PHASE:
USR PLANS
SCALE:
1" - 50'
SHEET NO.:
C 201
tI
O
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7
FEMA ZONE A
FLOODPLAIN
FIRM #081Z3C1535E
EFF. DATE 1/20/2016
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(APPROX LOCATION)
PROP MAIN ACCESS GATE TO SOLAR
FARM EMERGENCY CONTACT SIGN
POSTED INCLUDING PROJECT OWNER,
OPERATIONS AND MAINTENANCE
CONTRACTOR ELECTRICAL HAZARD
SIGNS POSTED SEE DETAIL SHEET C-400
0
O
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X
X
X
X
EX FIELD ROAD
X
X
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OFFSET (TYP)
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SWALE
EX IRRIGATION
DITCHES
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CONSERVATION COMMISSION NOBLE
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/
50 25 0
1,
It
1
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ELECTRIC LINE
OE
EX 36" CMP
CULVERTS
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ZABKA FARMS
RECEPTION NO.
02040906 (R6)
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CBEP LAND 2, LLC
LOT B, EXEMPTION NO.
0803-34-3 RE 788 (R1)
(113.35± AC)
50 100
SCALE 1" = 50'
NO.
REVISION
DATE
INIT
TRC Companies, Inc.
700 Highlander Blvd.
Ste. 210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
DATE:
5/20/2022
DRAWN BY:
TRC
ENGINEER:
KB
APPROVED BY:
PROJECT PHASE:
USR PLANS
SCALE:
1" - 50'
SHEET NO.:
C 202
MAP UNIT MAP UNIT HYDROLOGICAL AREA IN LEASE
DESCRIPTION
SYMBOL NAME SOIL GROUP BOUNDARY (ac)
21 Dacono Clay Loam Q to 1 percent slopes C 30.92
22 Dacono Clay Loam 1 to 3 percent slopes C 2.40
DRAINAGE WEIGHTED RUNOFF RAINFALL INTENSITY,
AREA,
AREA COEFFICIENT, C I (i n,jhr)
A 3132 0.51 5.69
C:\pwworking-trd\dms77567\C-301 Pre Drainage Area Map.dwg 05-27-2022 3:53:56 PM BY: Pkuh
TRC Companies, Inc.
700 Highlander Blvd.
Ste. 210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
NO.
REVISION
DATE
INIT
DATE:
5/20/2022
DRAWN BY:
TRC
ENGINEER:
KB
APPROVED BY:
PROJECT PHASE:
USR PLANS
SCALE:
1" 100'
SHEET NO.:
Se
a
I. mos
�-
LU
EX STEEL
BRIDGE UNDER
PAVEMENT
EX ACCESS
PERMIT NO
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INTERCONNECTION
60' ROW
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DITCHES
V
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22
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EX WATER WELL
( EXC #17
11a.c.— IR...—
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IN CONCRETE
EX ACCESS PERMIT
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SURFACE USE AGREEMENT (R9)
(APPROX LOCATION)
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MAP UNIT
SYMBOL
MAP UNIT
NAME
Dacono Clay _ Loam
DESCRIPTION
0 to 1 percent slopes
HYDROLOGICAL
SOIL GROUP _
AREA I N LEASE
BOUNDARY (ac)
DRAINAGE
AREA
A
AREA, (ac)
33.32
WEIGHTED RUNOFF
COEFFICIENT, C
0.53
RAINFALL INTENSITY,
I (in/hr)
5.69
% ADDED IMPERVIOUS AREA
(IMPERVIOUS ac/TOTAL ac)
15.50
DRAINAGE
AREA
A
DEVELOPM ENT PEAK
FLOW RATE WO
79,99
POST -DEVELOPMENT PEAK FLOW
RATE (ds)
84,59
DIFFERENCE
(cfs)
4,60
FEMA ZONE A
FLOODPLAIN
FIRM U081Z3C1535E
EFF. DATE 1/20/2016
•
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•
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BICKLING #1 SOLAR LEASE
20.06± AC
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ELECTRIC LINE
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PROP GATE
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•
•
•
•
•
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DRAINAGE AREA
FLOW ARROW
DRAINAGE POINT
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SCALE :
1" = 100'
200
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CULVERT
•
•
•
•
•
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•
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, PAD (TYP)
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N
EX RETENTION PONDS
1
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ELECTRIC LINE
DP -A
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CULVERTS
I
tk
NO.
REVISION
DATE
INIT
TRC Companies, Inc.
700 Highlander Blvd.
Ste. 210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
DATE:
5/20/2022
DRAWN BY:
TRC
ENGINEER:
KB
APPROVED BY:
PROJECT PHASE:
USR PLANS
SCALE:
1" 100'
SHEET NO.:
C 302
CO
CN
CN
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a
1.2' (0.336M) MIN
CLEARANCE
(PER ENGINEER) MAX
3.25' (0.991M) MIN
1
i
%!i��!i\/
PER ENGINEER
NOTE:
1. SINGLE -AXIS EAST -WEST TRACKER MODULES ARE
CURRENTLY PROPOSED BUT MAY BE CHANGED TO FIXED
TILT MODULES WITH FUTURE DESIGNS
TRACKER WITH MODULES
NOT TO SCALE
21308 COUNTY ROAD 64
GREELEY, CO 80534
SITE OWNER:
SITE OWNER NUMBER:
O & M COMPANY: BICKLING #1 SOLAR
O & M COMPANY NUMBER:
J
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SIZE VARIES
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18" COMPACTED GRAVEL FILL,
TYPE C MHD, DIV II, SEC 401
CC
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SIZE VARIES
3" CLR
NOTES:
1. CONCRETE TO BE 4000 PSI @ 28 DAYS.
2. MAX SLUMP: 4 INCHES (TO BE MEASURED PRIOR TO PUMPING AND ADDITION OF ADMIXTURES.)
3. REINFORCING SHALL BE ASTM A615 GR. 60 (60 KSI YIELD.)
4. USE 3/4" CHAMFER ON ALL EXPOSED EDGES, UNLESS NOTED OTHERWISE.
5. FOUNDATIONS TO BE BACKFILLED & COMPACTED IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS.
6. ESTIMATED CONCRETE QUALITY IS FOR OWNER'S ASSET MANAGEMENT PURPOSES ONLY.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING QUANTITIES FOR CONSTRUCTION & BID
PURPOSES.
7. EQUIPMENT ANCHORAGE TO BE HILTI ADHESIVE ANCHOR, DESIGNED UPON RECEIPT OF
CERTIFIED EQUIPMENT DRAWINGS.
TYPICAL EQUIPMENT PAD DETAIL
NOT TO SCALE
MATCH EXISTING GRADE
T-2
GEOTEXTILE MIRAFI
500X OR EQUIV.
8" MINIMUM
PROCESSED GRAVEL
FOR SUB -BASE:
M1.03.1
CLEAR,
GRUB, STRIP AND
STOCKPILE TOPSOIL
NO CROWN
MATCH TO EXISTING GRADE
WITH EMBANKMENT OR
DITCHING AS SHOWN ON
GRADING PLAN
CONSTRUCTION NOTES:
1 SUBGRADE SHALL BE COMPACTED TO 90% OF ASTM D1557.
2. GEOTEXTILE SHALL BE MIRAFI 500X OR APPROVED EQUAL.
3. GRAVEL SHALL CONSIST OF INERT MATERIAL THAT IS HARD, DURABLE
STONE AND COARSE SAND, FREE FROM LOAM AND CLAY, SURFACE
COATINGS, OR OTHER DELETERIOUS MATERIALS.
4. GEOTEXTILE: SEPARATES AND PREVENTS SETTLING BETWEEN SUBGRADE
AND GRAVEL SUBBASE
GENERAL ROAD SURFACE PRINCIPLES:
1. PRESERVE AND MAINTAIN A PROPER CROWN OR SLOPE
FOR GOOD DRAINAGE
2. KEEP ROAD SURFACE TIGHT AND IMPERVIOUS.
3. PERFORM REGULAR DRAINAGE AND MAINTENANCE AND
GRADING.
TYPICAL ACCESS ROAD SECTION
NOT TO SCALE
Grass Swale
J1APEZOiEAL
— Z•i7c �I
ralictIE
I1 ° 1' WHEN 1fl1 4 TRIANGULAR"
y
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NP.
Cat oar ciR WHOM
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Figure GS -1. Grass Swale Profile and Sections
Design Example
1'
elikit
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The UD-BMP workbook, designed as a tool for both designer and reviewing agency is available at
f r This section �� completed design form from this workbookanexample. www.udfcd.org. sect o provides a co eted o o wo boo as
GS -6
Urban Drainage and. Flood. Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
15'
0
71-
20'R
z
2
O
15'
TURN AROUND DETAIL
NOT TO SCALE
r
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rw v�vw
Th
7 10
No
Trespassing
C
J
NOTES:
TO BE SEEDED TO MATCH
SURROUNDING SURFACE
FINISH GRADE
WARNING TAPE 8-12"
BELOW FINISH GRADE
DIRECTLY ABOVE
ELECTRICAL LINE
POTENTIAL 5" SCH 40 PVC
CONDUITS FOR
TELECOMMUNICATIONS AS
REQUIRED
5" SCH 40 PVC WITH 3/
#1/0 AWG CONDUCTORS &
#6 AWG GROUND FROM
TRANSFORMER TO RISER
O O
1'-6" MAX.
Tam=
0
m
AC CONDUIT TRENCH DETAIL
NOT TO SCALE
C
DANGERI.
High Voltage
Within Keep
Out
1. SIGNS SHALL CONFORM TO THE 2013 OSHA AND ANSI REQUIREMENTS.
2. SIGNS SHALL BE 20" WIDE BY 14" HIGH.
3. SIGNS SHALL HAVE A MOUNTING HEIGHT OF BETWEEN 45 TO 66 INCHES.
4. SIGN PANELS SHALL BE 10 GAUGE ALUMINUM WITH HIGH VISIBILITY REFLECTIVE SHEETING.
5. SIGNS SHALL BE PLACED EVERY 100' AROUND PERIMETER OR AS REQUIRED BY APPLICABLE
REGULATIONS.
DANGER SIGNS
NOT TO SCALE
NOTE: TRENCH WIDTH TO VARY
DEPENDING ON BUCKET WIDTH,
NOT TO EXCEED 1'-6".
MINIMUM COVER REQUIRED TO
MEET 2012 NEC TABLE 300-50
NO.
REVISION
DATE
INIT
TRC Companies, Inc.
700 Highlander Blvd.
Ste. 210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
DATE:
5/20/2022
DRAWN BY:
TRC
ENGINEER:
KB
APPROVED BY:
PROJECT PHASE:
USR PLANS
SCALE:
NONE
SHEET NO.:
LO
CD
0
CNA
CNJ
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0
0
0
N -
co
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C
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TRC Companies, Inc.
700 Highlander Blvd.
Ste. 210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
NO.
REVISION
DATE
INIT
DATE:
5/20/2022
DRAWN BY:
TRC
ENGINEER:
KB
APPROVED BY:
PROJECT PHASE:
USR PLANS
SCALE:
NONE
SHEET NO.:
O_
O_
N
CN
CN
CN
N-
CN
0
I.
C)
0
0
U
N -
co
N-
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C
0
0_
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Vehicle Tracking Control (VTC)
SM-4
SIDEWALK OR OTHER
PAVED SURFACE
�4
rt
,
PUBLIC
ROADWAY
INSTAL ROCK FLUSH WITH
OR BELOW TOP OF PAVEMENT
r-�-z
pT]' A
1
n
n
50 FOOT (MINI1) _
,
2
Ln
20 FOOT
(WIDTH CAN BE
LESS IF CON ST:
VEHICLES ARE
PHYSIOAU V
CONFINED ON
Will SIDES)
(MIN.)
UNLESS OTHERWISE SPECIFIED
BY LOCAL JU RRSDI TION f USE
CDOT S'€at #7031 AASHITC #3
COARSE AGGREGATE OR 6"
MINUS ROCK
NON —WOVEN GEOTEXTIILE FABRIC
BETWEEN SOUL, AND ROCK
UNLESS OTHEIWISE SPECIFIED BY LOCAL _
JURI �DICT7ft + USE COOT SECTS 7O3 MSHTO
3 COARSE AGGREGATE
oR Q, MINUS LOCI " (MII r`
J.:1
P1�,`--ooffs
r-
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COMPACTED SUHGRADE
SECTCN A
T
NON -WOVEN CEOM X71LE
FABRIC
VTC-1. AGGREGATE VEHICLE TRACKING CONTROL
November 2010
Urban Drainage and Flood. Control District
Urban Storm Drainage Criteria Manual Volume 3
Silt Fence (SF)
VTC-3
SC-i
FW
EXISTING
GROUND
ROTATE
SECOND
SILT FENCE'
CE•
GTE. I^I'I_.
COMPACTED
BACKED"
6" MIN
AT' LEAST 10" fi
OF SILT FENCE
"TAIL," SHALL CIE,
BURIED
JOIN
FIRST
itwY:Lald:•wa1Vstandttr:wv.�[•rcwaph.:Ceal mot:aMti
POSTS 'SHALL. BE JOINED AS
SHOWN, THEN ROTATED IRO DEG,
IN OI RECTI N SHOWN AND ORI"EN
N i-D THE G RO!JN D
1
I I I N
(RECOMMENDED) MOD N
FEN E POST WITIH 10" MAX
SPACING
18"
M II N
"- "
TYPA
SILT FENCE
( SF
POSTS SHALL OVERLAP
AT J ANT'S SO THAT NO GAPS
EXIST IN SILT FENCE
THICKNESS OF GEOTE TFLE HAS
BEEN EXAGGERATED, TYP'
SECTION A
SF -1. SLTIFENC€
November 2010 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
SF -3
Stabilized Staging Area (SSA)
SM-6
CONSTRUCTION
SITE ACCESS
STAN LIZE D
CONSTRUCTION
ENTRANCE (SEE
DETAILS `STD -1
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GRANULAR MATER
IILT PEACE OR CONSTRUCTION
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EXISTING ROADWAY
SSA -1. STABILIZED STAGING AREA
STABILIZED STAGING AREA INSTALLATION NQTES
L SEE PLAN VIE HD
.TLOCATION OF STAGING AREN S .
—CONTRACTOR MAY ADJUST LOCATION AND SIZE OF STAGING AREA WITH APPROVAL
FROM THE LOCAL JUIPISDIICTIONI,
2 STA`rIUZ 1 STAGING AREA SHOULD DE APPI, OPRIA(E, FOR THE NEEDS OF THE SATE;
IER' S' ZING RESULT'S IN A LARGER AREA TO STABILIZE F'OLLOWING CONSTRUCTION.
.0 STAGING AREA SHALL. DE STABILIZES PRIOR TO OTHER OPERATIONS ON THE SITE.
4. THE STABILIZED STAGING AREA SHALL CONSIST OF A MINIMUM ll►UM r THIICK CAANLILAR
MATER IAL o
5^ UNLESS OTHEMSE SIDECANEDBY LOO: JURISDICTION, ROC: SHALL CONSIST OF RIOT
SECT: #703, AASHIXII #3 CASE AGGREGATE OR r (MINUS) ROCK.
6. ADDITIONAL. PER'II'~bx TER BMPA MAY RE REQUIRED INCLUDING BUT NOT LIMITED TO SILT'
FENCE AND CONS] RUCTION FENCING.
STABILIZED STAGING AREA MAINTENANCE NOTES
1, INSPECT BI IPsi EACH WORKDAY, AMID MAINTAIN THEMI III% EFFECTIVE OPERATING CONDITIONI.
MAINTENANCE OF BMMs SHOULD BE PROACTIVE, NOT REACTIVE, IINSPECT HMIs AS SOON AS
POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE -
EROSION, AND PERFORM NECESSARY MAINTENANCE,
FREQUENT OE E ?AT i OWN S AND MAINTENANCE ARE NECESSARY TO MAINTAIN E M IPs IN
EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE, MEASURES SHOULD BL
DOCUMENTED THOROUGHLY.
3, WHERE FikiPs HAVE VE FAILED;, RTPAiR OR REPLACEMENT SHOULD BE INITIATED UPON
DISCOVERY OF THE WIRE
4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY IF RUTTING OCCURS OR
UNDERLYING SUEICPADE BECOMES EXPOSED.
November 2010
SC-i
Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
SSA -3
Silt Fence (SF)
la EEM E_I..N T TT L L 0
1. SILT FENCE MUST BE LACED AWAY FROM THE TOE OF THE SLOPE TO ALLOW FOR WATER
FON IN 'a SILT FENCE AT THE TOE OF A SLOPE SHOULD BE INSTALLED IN A FLAT LOCATION
AT LEAST SEVERAL FEET i12=5 FT) FROM THE TOE OF THE SLOPE TO ALLOW ROOM FOR
FUNDING AND DEPOSIIIIAON.,,
2. A UNIFORM 8" X 4'"' ANCHOR TRENCH SHALL RE EXCAVATED USING TRENCHER OR SILT
FENCE INSTALLATION DEVICE; NO ROAD GRADERS" OACKHCES" OR SEKIIILAR EQUIPMENT SHALL
BE USED.,
3. COMPACT ANCHOR TRENCH BY HAND WITH A "JUMPING JACK" OR BY WHEEL ROLLING:
COMPACTION SHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OCT OF ANCHOR
TRENCH BY HAND.
4. SILT FENCE SHALL BE PULLED "[CHI AS IT IS ANICFORED TO THE STAKES. THERE SHIOULU
BE NO NOTICEABLE SAG BETWEEN STAKES AFTER IT HAS BEEN ANCHORED TO THE STAXES:
5, SILT FENCE FABRIC SHALL BE ANCHORED TO THE STAKES USIIIG 1' HEAVY DUTY STAPLES
R NAILS WITH 1" HEADS. STAPLES AND NAILS SHOULD BE PLACED 34 ALONG THE FABRIC
DOWN THE STAKE
6, AT THE END OF A RUN OF SILT FENCE ALONG A CONTOUR, THE SILT FENCE SHOULD BE
TURNED PERPENDICULAR TO THE CONTOUR TO CREATE A "J —HOOK." THE "J=HOOK"
EXTENDING PERPENDICULAR TO THE CONTOUR SHOULD BE OF SUFFICIENT LENGTH TO KEEP
RUNOFF FROM FLOWING AROL ND THE END OF THE SILT FENCE (TYPICALLY 1 Cr — 20').
7. SILT FENCE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING INt ACTIVITIES.
U E E NOTES,
1. INSPECT RMPs EACH WORKDAY, MD MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION].
MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS
POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE
ERG I I; AND PERFORM NECESSARY MAI ITENANCI b
, FREQUENT OBSERVATIONS AND MAINTENANCE ANCE ARE NECESSARY TO MAINTAIN BMRPs IN
EFFECTIVE OPERATING CONDITION INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE
DOCUMENTED THOROUGHLY.
3. WHERE BMPa HAVE FAILED, REPAIR Of REPLACEMENT SHOULD BE INIITIAT•E-D UPON
DISCOVERY OF THE EAILUI
4. SEDIMENT ACCUMULATED TED UPSTREAM OF THESILT' FENCE SHALL BE IR EMOWD AS NEEDED
TO MAINTAIN THE FUNCTIONALITY OF' THE MO, T : ALL -sn WHEN DEPTH F ACCUMULATED
SEDIMENTS IS APPROXIMATELY 6"a
5. REPAIR OR REPLACE SILT FENCE WHEN THERE ARE SIGNS OF WEAR, SUCH AS SAGGING„
THING, OR COLLAPSE.
6_ slur FENCE IS TO REMAIN IN PLACE UNTIIL THE- UPSTREAM DISTJRSED AREA IS STABILIZED
AND APPROVED BY THE LOCAL JURISDICTION OR 11S REPLACED BY AN EQUIVALENT PERIMETER
SEDIMENT CONTROL BIP.
7. WHEN SILT FENCE IS REMOVED, ALL DISTURBED AREA` SHALL RE COVERED WITH TOPSOIL,
SEEDED{ AND MULCHED OR OTHERWISE STsv CILIZED AS APPROVED ED BY LOCAL JURISDICTION.
METAL ADAPTED FROM 'TM F PARKS% COLON AND ary NOT AVPJBAULE ITS t T C 1))
NOTE, MANY JURISDICTIONS HAVE PIMP DETAILS THAT VARY FROM i1 UDFCI) STANDARD DETAILS,
CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD RE USED WHEN
DIFFERENCES ARE NOTED„
SF -4
Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
SM-6
Stabilized Staging Area (SSA)
STABILIZED STAGING AREA MAJN T ENANCE NOTES.,
5, STABILIZED STAGING AREA SHALL BE EN RED IF NECESSARY T CONTAIN PARKING,
,
STORAGE, AND U' L AlN , LOADI iG OPERATII NI A
6. THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF CONISTRUCTIONI. THE
GRANULAR MATERIAL SHALL BE REMOVED OR, IF APPROVED HY TI= E LOCAL JURISDICTION,
USED ON SITE, AND THE AREA COVERED WITH TOPSOIL SEEDED AND MULCHED OR
OTHERWISE STABILIZED IN A MANNER APPROVED BY LOCAL JURISDIC Z ION,
IT ES PROHIBIT USE RECYCLED CONCRETE tGRANULAR
Ea I�IAI�IIIII�'` ��II MUNICIPALITIES I�II�I THE ��
MATERIAL FOR STABILIZED STAGING AREAS IUE TO DIFF1CuLTIES WITH RE-ESTABLISH ENT OF
VEGETATION IN AREAS WHERE RECYCLED CONCRETE WAS PLACED,
NOM: MANY JURISDICTIONS HAVE BMP' DETAILS THAT VARY FROM UDFICD STANDARD DETAILS„
CONSULT WITH LOCAL ,J JIiE'ISDICTIONS AS TO WIE IICH DETAIL SHOULD BE USED WHEN
DIFFERENCES ARE NOTED.
(1.sETAILS , PTA FROM 0=1)6 PTY„COLORADO" NOT AVM
LE, IN AUT )
SSA -4
Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
NO.
REVISION
DATE
INIT
TRC Companies, Inc.
700 Highlander Blvd.
Ste. 210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
DATE:
5/20/2022
DRAWN BY:
TRC
ENGINEER:
KB
APPROVED BY:
PROJECT PHASE:
USR PLANS
SCALE:
NONE
SHEET NO.:
C;\pwworking-trdldms77567\C-403 E&S Notes dwg 05-27-2022 3:54:26 PM BY: Pkuh
EROSION CONTROL NOTES
PROJECT DESCRIPTION
THE PROJECT INVOLVES THE CONSTRUCTION OF A PHOTOVOLTAIC SOLAR PANEL SYSTEM WITH ALL RELATED ACCESS
ROADS, UTILITIES, SITE PREPARATION, DEMOLITION, AND EROSION AND SEDIMENTATION CONTROL MEASURES. THE
PROJECT IS LOCATED SOUTH EAST OF MILLIKEN, COLORADO. THE PROJECT WILL OCCUPY APPROXIMATELY 20.06 ACRES.
WATER EROSION CONTROL MEASURES
EROSION AND SEDIMENT CONTROL MEASURES SHALL CONSIST OF GEOTEXTILE FABRIC, PERMANENT SEED MIXTURE,
EROSION CONTROL BLANKET, WATERPROOF PLASTIC MEMBRANE, FILTER SOCKS, OR A WOVEN FABRIC (SILT FENCE). ALL
MATERIAL SHALL BE NEW AND FREE FROM DEFECTS THAT WOULD COMPROMISE THE EFFECTIVENESS OF THE CONTROL
MEASURES, AFTER COMPLETION, ALL MATERIAL SHALL BE DISPOSED OF PROPERLY. LOCATION OF EROSION AND SEDIMENT
CONTROL STRUCTURES CAN BE SEEN ON THE SITE PLAN (SEE LEGEND FOR CONTROL STRUCTURE SYMBOL). NOTE: ALL
WATER CONTROL MEASURES ARE LOCATED DOWN -GRADIENT FROM DISTURBED STREET. IF TOPSOIL IS TO BE STORED IN
AN AREA NOT SHOWN ON THE SITE PLAN, DUE TO UNFORESEEN EVENTS, PRIOR TO STORING, THE DOWN -GRADIENT
PERIMETER OF THE STORAGE AREA SHALL BE PROPERLY PROTECTED PER THE SPECIFICATIONS DETAILED ON THIS PLAN.
WIND EROSION CONTROL MEASURES
DURING DRY WEATHER CONDITIONS, DISTURBED AREAS SHALL BE PROTECTED AGAINST WIND EROSION, DUSTY AREAS
SHALL BE SPRAYED WITH WATER TO PREVENT WIND-BORNE PARTICLES.
CONSTRUCTION LITTER CONTROL
DURING CONSTRUCTION, ALL WRAPPINGS, BOXES, SCRAPS OF BUILDING MATERIAL, AND OTHER LITTER ITEMS SHALL BE
DISPOSED OF PROPERLY BY USE OF A DUMPSTER OR CARTED AWAY. THE SITE SHALL BE INSPECTED AND CLEANED DAILY
DURING CONSTRUCTION.
TYPICAL CONSTRUCTION SEQUENCE
PRIOR TO THE DEVELOPMENT OF THE PARCEL, EROSION AND SEDIMENT CONTROL STRUCTURES SHALL BE INSTALLED AS
SHOWN ON PLAN. A TYPICAL SEQUENCE OF DEVELOPMENT IS:
1. PRIOR TO STARTING ANY WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL
INSTALL, EROSION CONTROL MEASURES AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS,
NOTIFY TOWN OFFICIALS OF CONSTRUCTION COMMENCEMENT, AND SUBMIT CONSTRUCTION TIMETABLE.
2. ON -SITE CONSTRUCTION SEQUENCE SHALL START WITH THE MINIMUM AMOUNT OF CLEARING REQUIRED TO INSTALL
EROSION CONTROL MEASURES AS SHOWN ON PLAN. THIS INCLUDES, SILTATION FENCING, ANTI -TRACK PADS
(STABILIZED CONSTRUCTION ENTRANCE), AND OTHER MEASURES NOTED ON THE PLAN. NO WORK SHALL TAKE PLACE
UNTIL THE OWNER'S REPRESENTATIVE HAS INSPECTED AND APPROVED INSTALLED MEASURES. CONSTRUCTION SHALL
START ON THE DOWNGRADIENT SIDE OF THE PROPERTY AND WORK UPWARD TO EXTENT PRACTICABLE. AFTER
EROSION CONTROL MEASURES ARE INSTALLED THE TYPICAL SEQUENCE SHALL BE AS FOLLOWS:
a. REMOVE VEGETATION FROM PROPOSED DEVELOPMENT AREA. ALL STUMPS AND WOOD SHALL BE TAKEN
OFF -SITE AND DISPOSED ACCORDINGLY.
b. STOCKPILING OF WOOD CHIPS MIXED WITH VERY LIMITED AMOUNTS OF TOP SOIL (E.G. 1 TO 2 INCHES) MAY
OCCUR TEMPORARILY AND WILL BE STABILIZED AND SURROUNDED WITH SILT FENCE.
c. PROCEED WITH ALL WORK DEPICTED ON THE DEMOLITION PLAN.
d. PREPARE AND COMPACT SUBGRADE AND INSTALL DRAINAGE (IF ANY) IN ACCORDANCE WITH "GRADING PLAN
AND STORMWATER MANAGEMENT PLAN".
e. EXCAVATE SOIL TO THE DEPTH NECESSARY TO CONSTRUCT GRAVEL ACCESS ROAD.
g.
INSTALL CONCRETE UTILITY PADS, FOOTINGS, PHOTOVOLTAIC PANELS, UTILITY POLES, OVERHEAD ELECTRIC,
ELECTRICAL CONDUITS, FENCE AND GATES.
h. INSTALL EROSION CONTROL MATTING ON ALL SLOPES OF 3:1 OR GREATER (IF ANY), THEN SEED AND MULCH PER
THE REVEGETATION PLAN PROVIDED ON THIS SHEET.
i. LOAM AND SEED ALL REMAINING DISTURBED AREAS.
j. REMOVE ALL EROSION AND SEDIMENT STRUCTURES AFTER FINAL ACCEPTANCE. IF STABILIZATION DOES NOT
OCCUR (INCLUDING DUE TO SEASONAL CONDITIONS) IN ALL AREAS BEFORE CONTRACTOR HAS SATISFIED ALL
OTHER CONDITIONS TO FINAL ACCEPTANCE, CONTRACTOR SHALL PROVIDE A PLAN (INCLUDING APPROPRIATE
PERFORMANCE ASSURANCES) TO THE OWNER'S REPRESENTATIVE TO REMOVE SUCH EROSION CONTROL
MEASURES AFTER STABILIZATION (AND ALLOWING CONTRACTOR TO ACHIEVE FINAL ACCEPTANCE), FOR
ACCEPTANCE IN THE SOLE AND ABSOLUTE DISCRETION BY THE OWNER'S REPRESENTATIVE.
DURING THIS TIME ALL EROSION AND SEDIMENT STRUCTURES SHALL BE MAINTAINED IN PROPER WORKING ORDER.
DISTURBED AREAS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY TAKE PLACE WHERE IMMEDIATELY REQUIRED TO
FURTHER CONSTRUCTION. IT IS DESIRABLE FROM AN EROSION PREVENTION CONCERN TO MINIMIZE DISTURBED AREAS.
FINAL GRADING AND SEEDING SHALL TAKE PLACE AS SOON AS PRACTICAL.
A RAIN GAUGE SHALL BE PLACED AT THE PROJECT IN A WORKABLE LOCATION AND MONITORED DURING RAINFALL PERIODS
UNTIL ALL DISTURBED AREAS ARE STABILIZED. IN THE EVENT THERE IS A RAINFALL GREATER THAN %" IN A 12 HOUR PERIOD,
ALL EROSION CONTROL MEASURES SHALL BE CHECKED AND REPAIRED AS REQUIRED. IF NO RAIN GAUGE IS USED, ALL
EROSION CONTROL MEASURES SHALL BE CHECKED AFTER ALL RAINFALL EVENTS.
AN INSPECTION FORM SHALL BE PROVED TO THE CONTRACTOR BY THE OWNER'S REPRESENTATIVE TO BE FILLED OUT EVERY
WEEK OR AFTER EACH RAINFALL EVENT OF 1/2" OR GREATER.
MULCH
MULCH SHALL CONSIST OF STRAW. IT SHALL BE APPLIED AT A RATE OF 1.5 - 2.0 TONS PER ACRE, OR 70 - TO 90 POUNDS
(1-1/2 - 2 BALES) PER 1000 SQUARE FEET (31.6' X 31.6'). ALL MULCH MATERIAL SHALL BE FREE FROM WEEDS AND COARSE
MATTER. ALL REQUIRED GRADING SHALL BE COMPLETE PRIOR TO PLACEMENT OF MULCH. APPLICATION OF MULCH
MATERIAL SHALL BE BY HAND OR MACHINE AND UNIFORM IN THICKNESS. MULCH MATERIAL SHALL BE ANCHORED
IMMEDIATELY AFTER APPLICATION TO MINIMIZE WINDBLOWN DISTURBANCE. ANCHORING SHALL BE BY MECHANICAL
DEVICE OR LIQUID MULCH BINDER DURING MULCH APPLICATION.
GENERAL NOTES
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PERFORMED IN ACCORDANCE WITH THE "URBAN STORM
DRAINAGE CRITERIA MANUAL" (LATEST REVISION).
2. ALL DISTURBED AREAS SHALL BE KEPT TO A MINIMUM. FINAL GRADING AND RESTORATION SHALL BE ACCOMPLISHED
AS SOON AS PRACTICAL.
3. EROSION AND SEDIMENT CONTROL STRUCTURES SHALL BE INSTALLED PRIOR TO SITE WORK. IF IT IS NOT POSSIBLE TO
DO SO, THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN ORDER TO MAINTAIN THE INTEGRITY OF DESIGN.
4. EROSION CONTROLS SHALL REMAIN IN PLACE AND BE MAINTAINED FOR THE DURATION OF THE PROJECT TO LIMIT THE
MOVEMENT OF SILTATION AND SEDIMENTS FROM ENTERING EXISTING DRAINAGE SYSTEMS OR FROM LEAVING THE
PARCEL. ANY ACCUMULATED SEDIMENTS ARE TO BE REMOVED FROM THE EROSION CONTROLS AND DISPOSED OF
PROPERLY. ADDITIONALLY, ALL EROSION CONTROLS ARE TO BE INSPECTED AFTER A STORM EVENT AND THE
CONTROLS REPLACED OR ARMORED AS NECESSARY AND ACCUMULATED SEDIMENTS REMOVED.
5. ADDITIONAL EROSION CONTROLS ARE TO BE UTILIZED AS NECESSARY AND AS DIRECTED BY THE OWNER'S
REPRESENTATIVE TO LIMIT SEDIMENTS FROM DISCHARGING TO ADJACENT PROPERTIES OR INTO EXISTING DRAIN
SYSTEMS.
6. A RESERVE AMOUNT OF EROSION CONTROLS ARE TO BE KEPT ON -SITE AT ALL TIMES.
7. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A
MINIMUM AMOUNT OF TIME BEFORE THEY ARE COVERED, SEEDED OR OTHERWISE STABILIZED TO PREVENT EROSION.
8. TEMPORARY STOCKPILING OF MATERIALS RELATED TO THE CONSTRUCTION ACTIVITIES ARE TO BE PROPERLY
STABILIZED, PROTECTED AND DEMARCATED TO LIMIT MOVEMENT OF MATERIAL INTO STORM DRAIN SYSTEM OR ON
TO ADJACENT PARCELS.
9. REFUELING AND ANY WORK ASSOCIATED WITH THE MAINTENANCE OF CONSTRUCTION EQUIPMENT TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE REGULATIONS.
10. THE AREAS OF CONSTRUCTION SHALL REMAIN IN A STABLE CONDITION AT THE CLOSE OF EACH CONSTRUCTION DAY.
EROSION CONTROLS SHALL BE CHECKED AT THIS TIME AND MAINTAINED OR REINFORCED IF NECESSARY.
11. UTILIZE APPROPRIATE DEWATERING SYSTEMS AND TECHNIQUES TO MAINTAIN THE EXCAVATED AREA SUFFICIENTLY
DRY FROM GROUNDWATER AND/OR SURFACE RUNOFF SO AS NOT TO ADVERSELY AFFECT CONSTRUCTION
PROCEDURES OR CAUSE EXCESSIVE DISTURBANCE OF UNDERLYING NATURAL GROUND.
12. WATER FROM THE TRENCHES AND EXCAVATIONS SHALL BE DISPOSED OF IN SUCH A MANNER AS TO AVOID PUBLIC
NUISANCE, INJURY TO PUBLIC HEALTH OR THE ENVIRONMENT, DAMAGE OR PUBLIC OR PRIVATE PROPERTY, OR
DAMAGE TO PUBLIC OR PRIVATE PROPERTY, OR DAMAGE TO THE WORK COMPLETED OR IN PROGRESS. DO NOT
DISCHARGE WATER INTO ANY SANITARY SEWER SYSTEM. SILTATION BARRIERS SHALL BE UTILIZED AS NECESSARY.
WATER FROM TRENCHES AND EXCAVATIONS SHALL NOT BE DISCHARGED DIRECTLY TO STORM DRAIN SYSTEMS.
PROPER TREATMENT TO A SEDIMENTATION AREA IS TO TAKE PLACE PRIOR TO DISCHARGE TO ANY DRAINAGE SYSTEMS.
13. THE CONTRACTOR SHALL REPAIR ANY DAMAGE RESULTING FROM THE FAILURE OF THE DEWATERING OPERATIONS OR
FROM FAILURE TO MAINTAIN THE AREAS OF WORK IN SUITABLE DRY CONDITION.
14. PRECAUTIONS SHALL BE TAKEN TO PROTECT NEW WORK FROM FLOODING DURING STORMS OR FROM OTHER CAUSES.
GRADING IN THE AREAS SURROUNDING ALL EXCAVATIONS SHALL BE PROPERLY SLOPED TO PREVENT WATER FROM
RUNNING INTO THE EXCAVATED AREA OR TO ADJACENT PROPERTIES, WHERE REQUIRED, TEMPORARY DITCHES SHALL
BE PROVIDED FOR DRAINAGE. UPON COMPLETION OF THE WORK AND WHEN DIRECTED, ALL AREAS SHALL BE
RESTORED IN A SATISFACTORY MANNER AND AS DIRECTED.
15. ALL PIPELINES OR STRUCTURES NOT STABLE AGAINST UPLIFT DURING CONSTRUCTION OR PRIOR TO COMPLETION
SHALL BE THOROUGHLY BRACED OR OTHERWISE PROTECTED.
16. DO NOT EXCAVATE UNTIL THE DEWATERING SYSTEM IS OPERATIONAL AND THE EXCAVATION MAY PROCEED WITHOUT
DISTURBANCE TO THE FINAL SUBGRADE.
17. UNLESS OTHERWISE SPECIFIED, CONTINUE DEWATERING UNINTERRUPTED UNTIL THE STRUCTURES, PIPES, AND
APPURTENANCES TO BE BUILT HAVE BEEN PROPERLY INSTALLED, WHERE SUBGRADE MATERIALS ARE UNABLE TO MEET
THE SUBGRADE DENSITY REQUIREMENTS DUE TO IMPROPER DEWATERING TECHNIQUES, REMOVE AND REPLACE THE
MATERIALS AS DIRECTED BY THE OWNER'S REPRESENTATIVE.
18. ALL RUNOFF FROM THE DISTURBED AREA SHALL BE CONTROLLED AND FILTERED. NON -WOVEN SYNTHETIC FIBER
FILTER FABRIC, HAY BALES OR SILTATION FENCE SHALL BE USED IN THE AREAS SHOWN ON THE SITE PLAN AND
INSTALLED AS SHOWN OF THIS PLAN.
19. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF SEDIMENT AND EROSION CONTROL MEASURES. THIS
RESPONSIBILITY INCLUDES THE ACQUISITION OF MATERIALS, INSTALLATION, AND MAINTENANCE OF EROSION AND
SEDIMENT STRUCTURES. THE COMMUNICATION AND DETAILED EXPLANATION TO ALL PEOPLE INVOLVED IN THE SITE
WORK OF THE REQUIREMENTS AND OBJECTIVE OF THE EROSION AND SEDIMENT CONTROL MEASURES.
20. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY PROPOSED ALTERATION TO THE EROSION AND SEDIMENT
CONTROL PLAN PRIOR TO ALTERING, IN ORDER TO ENSURE THE FEASIBILITY OF THE ADDITION, SUBTRACTION, OR
CHANGE IN THE PLAN.
NO.
REVISION
DATE
INIT
TRC Companies, Inc.
700 Highlander Blvd.
Ste. 210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
DATE:
5/20/2022
DRAWN BY:
TRC
ENGINEER:
KB
APPROVED BY:
PROJECT PHASE:
USR PLANS
SCALE:
NONE
SHEET NO.:
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SURVEYOR'S CERTIFICATION
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN
ACCORDANCE WITH THE 2021 MIMIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE
SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6, 7, 8, 11,
13, 14, 16, 17, OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON OCTOBER 21, 2021.
THIS IS TO FURTHER CERTIFY THAT THIS PLAT REPRESENTS A SURVEY PERFORMED ON THE GROUND BY ME OR
UNDER MY DIRECT SUPERVISION AND SAID SURVEY COMPLIES WITH THE MINIMUM STANDARDS AND OTHER
REQUIREMENTS OF THE COLORADO BOARD OF REGISTRATION FOR ENGINEERS, SURVEYORS AND ARCHITECHS
DATE: 10/27/2021
R. HOWARD DAGGETT, CO. PLS #37945
NOTES
1). SEE SHEET 2 OF 3 FOR ALTA/NSPS SURVEY.
2). SEE SHEET 3 OF 3 FOR GENERAL SURVEY NOTES,
REFERENCE DOCUMENTS AND TITLE COMMITMENT
SCHEDULE B PART II EXCEPTIONS.
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2130 Roadrunner TrI.
Riesel, TX 76682
Tele:: (254) 730-7574
Email: info@rsmroadrunner.com
TITLE
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FIELD DATE(s):10/20/2021 - 10/21/2021
PARTY CHIEF RHJ
DATE PRINTED:
TECH:
PM:
PLS:
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PROJECT NO.
21052-06
SHEET NO.
NO. OF SHEETS
1
3
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S 27
FND 3/4" REBAR W/ 2.5" AL CAP
STAMPED PLS 24307 AS SHOWN
ON MON. REC. 9/30/2013
FND 5/8" REBAR W/PLASTIC CAP
STAMPED PLS 24307
BEARS: S 86 00 25 W, 0.52 FT.
FROM COR.
FND 5/8" REBAR W/PLASTIC CAP
STAMPED PLS 24307
BEARS: S 89 47 46 W, 0.17 FT.
FROM COR.
ROAD 43, LLC
RECEPTION NO. 4678347,
OPRWCC (R3)
ROAD 43, LLC
RECEPTION NO. 4678347,
OPRWCC (R3)
NOTES:
1). SEE SHEET 1 OF 3 FOR COVER SHEET AND LOCATION MAP.
2). SEE SHEET 3 OF 3 FOR GENERAL SURVEY NOTES, REFERENCE
DOCUMENTS AND TITLE COMMITMENT EXCEPTIONS.
ROAD 43, LLC
RECEPTION NO. 4678347,
OPRWCC (R3)
Arno
FND 5/8" REBAR W/PLASTIC CAP
STAMPED PLS 24307
Afir 14174
S 89° 47' 48" E, 13 1.39 FT. (M)
S 88° 51' 00" E, 132 40 FT (M)
ROW LINE S 89° 47' 48" E, 854.5 FT (M)
► 60' CNTY40/412 94150' ROEXC-#14)
S 88 ° 51 : 00" E,), 854.52 T. (M)
X
O O
O O
O O
O O1
C.1/4)
o N
CO
N
w w
OO
�-A
-11-
WATER RETENTION
POND, 4' DEEP,
N
WOOD
BRIDGE
N
12" CMP
CULVERT
X
DOROTHY E. RAY AND RUSSELL S.
RAY,RECEPTION NO. 4012222,
OPRWCC (R4)
LOT A, EXEMPTION NO. 0803-34-3
RE 788 (R1)
S 89° 47' 46" E, 467.05 FT (M)
N 88° 51' 00" W, 466.88 FT (R1)
SET 5/8" REBAR W/PLAS. CAP
STAMPED PLS 37945
BEARS: S 04 19 46 E, 0.34 FT
FROM COR. IN FENCE POST
Co O
U U
O 01
Co Co
5�
O0 O3
Co O1
24" CMP
CULVERT
IN CONCR.
EXISTING ACCESS
PERMIT NO. AP13-00241
WATER WELL
EXC. #17
tNie
3
CONCR. IRRIG.
DITCH, 2.5' W,
2.0' D
20' FOR FUTURE ROW
PER CITY OF GREELEY.
PLUGGED AND ABANDONED GAS WELL
FROM CO. OIL & GAS CONSERVATION COMMISSION
NOBLE ENERGY- API # 05-123-11498
M.T. BICKLING #1-34, LOCATION APPROX. ONLY
NO VISIBLE EVIDENCE ON THE GROUND.
j
Af, SC84
a
FIELD ROADS
I
STEEL BRIDGE
NDER PAVMNT
EDGE OF
PAVMNT
N
OVRHD
EXISTING ACCESS PWR
PERMIT NO. AP13-00241
3
OIL TA
BATTER
METER SKID
CONCR. IRRIG.
DITCH, 2.5' W, 2.0' D
I
I
I
I
I
I
I
I
$
I
f
I
I
f
I
I
I
I
f
I
I
I
I
f
I
1
f
PIPELINE EASMNT
30' WIDTH,
EC. 3537435,
RWCC
F /0 Or THE
24" CMP
CULVERTS
1
16" CMP
CULVERT
if:'`, CONCR. IRRIG.
1 STRUCTURES
1
j IRRIG.
i DITCHES
17NN
SAND CREEK I I
:ORT LINE I.
DI H, EXC.
#12 &# 15 1
/
OIL & GAS
SEPARATOR
24" CMP
CULVERTS --
POSSIBLE
,'I BURIED PIPELINE
I: NO EVIDENCE FND ON GRND.
LOT B, EXEMPTION NO. 0803-34-3 RE 788 (R1)
EXISTING GAS WELL
FROM CO. OIL & GAS CONSERVATION COMMISSION
NOBLE ENERGY- API # 05-123-26437
FLOS E # 34-6
113.35 ACRES +1-
f
I
I
I
f
1
I
I
I
I
I
I
I
T6N, R65W
W 1/16
C C
S 34
2013
pL s 24301
FND 3/4" REBAR W/ 2.5" AL CAP
- STAMPED PLS 24307 AS SHOWN
ON MON. REC. 9/30/2013
IRFM'G.
DITCHES
CONCR. IRRIG.
STURCTURES
SET 5/8" REBAR W/ PLAS. CAP
STAMPED PLS 37945
N 89° 43' 48" W, 660.15 FT (M)
N 88° 47' 16" W, 660.20 FT (R1)
O O
00
O O
o O1
N
y o
N
cn�
3
SET 5/8" REBAR W/PLAS.
--
CAP STAMPED PLS37945.
1/2" REBAR, NO CAP
IN MON. BOX, FND
ALL ACCESSORIES
FND 1/2" REBAR, NO CAP
AS SHOWN ON MON. REC. 9/26/2005
<r 36" CMP
CULVERTS
0
iI
i
�a_
zw
ww
w o
Cr R
wo
HZ
a
4
CONCR. IRRIG. V DITCH
DITCH, 0.75' W BTM, 5.0' W TOP,
1.7' DEEP
CONCR. IRRIG.
STURCTURES
2 TRACK 11
ROAD
LOT B, EXEMPTION NO. 0803-34-3 RE 788 (R1)
113.35 ACRES +/-
#72, E/Sir
4,41/4 SEC:814
2 TRACK
ROAD
PLUGGED AND ABANDONED GAS WELL
FROM CO. OIL & GAS CONSERVATION COMMISSION
NOBLE ENERGY- API # 05-123-12044
MININGER-BICKLING #1, LOCATION APPROX. ONLY \�
NO VISIBLE EVIDENCE ON THE GROUND.
N
\AI)
N 89° 46' 05" W, 257.98 FT (M)
N 88°46'59"W, 257.87 FT (R1)
--------
cm X
N O CO
ten D>
wvz
xi700
gym`
no?
N O
I
FND 5/8" REBAR BENT
IN PLACE REPLACED W/
5/8" REBAR W/PLAS. CAP
STAMPED PLS37945.
N 00° 53'39"W, 330.10 FT. (M)
N 00° 03' 05" W, 330.08 FT (RI),
FND 5/8" REBAR W/PLAS. CAP
STAMPED PLS 7242 -
BEARS: S 26 03 33 W, 0..22 FT.
FROM COR.
FND 5/8" REBAR W/PLAS. CAP
STAMPED PLS 24307.
BEARS: S 85 14 07 W, 0.51 FT.
FROM COR.
FND 5/8" REBAR W/PLAS. CAP
STAMPED PLS 24307.
I
I
I
I
f
i
1
I
f
I
I
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I
I
I
I
I
N 89r 44'. 07" W,7401196aFT.a(M)n
24" CMP
CULVERT
I
I
I
I
I
I
I
I
f
FIELD ROAD ------,__
NO DOCUMENTS PROVIDED
- \-kM/1 M&7
T6N, R65W
C1/4 • S 34
2012
FND 3/4" REBAR W/ 2.5" AL CAP
STAMPED PLS 24307 AS SHOWN -
ON MON. REC.1 /13/2013
2 TRACK
ROAD
CONCR. IRRIG. V DITCH
DITCH, 0.75' W BTM, 5.0' W TOP,
1.7' DEE
i
i
24" CMP
36" CMP
CULVERT \\N
•
36" CULVERT/
IN CONCR.
OVRHD
POWER -
FIELD ROAD
ZABKA FARMS
RECEPTION NO. 02040906,
(R6)
OVRHD
PWR
rn
was
0 Is
co z
co O
i
r
as/ ti /__- 24" CMP
1\ - CULVERT
o COU,
T6N, R65W
S 27
1/4
S 34
2004
PLS 23S2
FND 3/4" REBAR W/ 3-1/4" AL CAP
STAMPED PLS 23520 AS SHOWN
ON MON. REC. 5/31/2017
CONCR. IRRIG.
--- STRUCTURES
r
/ J /
//
I
I
N if
FND 3/4" REBAR W/ 3-1/4" AL CAP
STAMPED PLS 37067 AS SHOWN
ON MON. REC.6/30/2017
20' FOR FUTURE ROW
PER CITY OF GREELEY.
LIN IN CONCR.
12" WA ER
LINE AB GRND.
FIELD ROAD
Park
tivA
ttl
Ca O \
171
-56
it
DENISE LEAFGREN
RECEPTION NO. 4649651,
OPRWCC (R5)
OVRHD
POWER
N
ROW LINE
60'
N
CONCR. IRRIG.
STURCTURES
LEGAL DESCRIPTION
LOT B, AMENDED RECORDED EXEMPTION NO. 0803-34-3 RE 788, BEING THE EAST HALF OF THE NORTHWEST
QUARTER AND A PORTION OF THE WEST HALF OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION 34,
TOWNSHIP 6 NORTH, RANGE 65 WEST, OF THE 6TH P.M., ACCORDING TO THE PLAT RECORDED NOVEMBER 13, 2013
AT RECEPTION NO. 3977741, IN THE COUNTY OF WELD, COLORADO.
CONTAINING 113.35 ACRES MORE OR LESS.
SUBJECT TO EASEMENTS AND RESERVATIONS OF RECORD.
CATTYROAA9 92 (8O`17O1e.EXC #14) ei)
GREELEY-WELD COUNTY AIRPORT AUTHORITY
RECEPTION NO. 3723045, 0PRWCC (R8)
ROW LINE
NNN
DITCH
\\EDGE OF
PAVMNT
SURVEYOR'S CERTIFICATION
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN
ACCORDANCE WITH THE 2021 MIMIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE
S URVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTAAND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6, 7, 8, 11,
13, 14, 16, 17, OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON OCTOBER 21, 2021.
THIS IS TO FURTHER CERTIFY THAT THIS PLAT REPRESENTS A SURVEY PERFORMED ON THE GROUND BY ME OR
U NDER MY DIRECT SUPERVISION AND SAID SURVEY COMPLIES WITH THE MINIMUM STANDARDS AND OTHER
REQUIREMENTS OF THE COLORADO BOARD OF REGISTRATION FOR ENGINEERS, SURVEYORS AND ARCHITECHS
R. HOWARD DAGGETT, CO. PLS #37945
LEGEND
EN
SUBJECT PARCEL BOUNDARY
X -X- FENCE AS NOTED
•
FOUND MONUMENT AS NOTED
FOUND SECTION CORNER AS NOTED
SET 5/8" IRON ROD W/PLASTIC CAP, PLS 37945
WOODEN POWER POLE
OHP OVERHEAD POWER
DATE: 10/27/2021
0 100 200
1 inch 200 feet
400
Feet
CLIENT
CLOI, 19WEfillf EATER
fre
DATE:
BY:
REVISIONS
DESCRIPTION:
DESCRIPTION:
DESCRIPTION:
€ A elthrhErt Sbr FEY
M FFIV6,, C
2130 Roadrunner Trl.
Riesel, TX 76682
Tele:: (254) 730-7574
Email: info@rsmroadrunnercom
TITLE
ALTASSPS LAM TITLE 45111WEY OF
A FORMAI OE 771En OF THE Ara AND A PORTION Or ThE
lin OPTHEE/12 OFTHESIe4, SECT1OATS4 1761,51e 67H Pig WELD CariAThe co.
FIELD DATE(S):10/20/2021 10/21/2021
PARTY CHIEF
DATE PRINTED:
PLS:
RHD
RHD
PROJECT NO. SHEET NO.
NO. OF SHEETS
21052-06 2
3
GENERAL SURktYNOTES, REFERENCEDOCUJ!EfrTS,
AND TITLE COILVITi61ENTSCIIEDULESIIEXCEPTIONS
GnNad Iv F H Reuw
Pugew La1rnlOnch Nhlu Eawmenl
RemNuq Gale =n t] 10T]
RemNsp NP Bmke Pape]19
10 Rnenauans contained m Uv PaI.mL
Fmm. The Urvled9Wea dartgnm
Ta CanldO NbOem
E. —,7p Gale Scplember]} 1eTa
RugN np No Bwk10 Page Sae
Y•hYN am, pM1erlh npa rtan uMaw.
ArgN dwT Uuron ferdldea m rtaelvwa mldntled br Ua aulNorry olUe Uu1N Slates dAmmm.
Tharbt-eiz7 dcimdaxabmbdabemada drunwe Nape UudmmdwM Ue ume be feundmmmvda
u nlerwdVq Dmmnea herebJ 9fa^vd as prwded M Nxe
BUXKET COVEIUGEACRO55 THEWYt, EIJ SWR SEC IJ
11 Rewnatbu mntanedn Ua PalenC
Fina Tte Unled SlalcadNnadm
Ta Redenet YAFima
R®ISn9 Cale January361eee
Rrondinp Nv BeoY }O Papa ]56
ThergNdua Propn=daven ubdeb7, andremovehepm Ucrdmm"'"Id Neumebe Ivundtp Pewode
vblened the Oreman heeeby prddad as pwided br law
BLANKET COVERAGE ACROSS THE EO HW/1 SEC Sl
1] Terns mrtlbma Pmvmona aprtemema mdobOpolbm mnlained in the U.INment as ael lonh bebw
Rmoedln90an Oepemhn3 184]
Remrdny No Baok SJ Pape fi0l
SHOWN ON SURVEY
11 Tema mndLma pewlum; apnemenlamd obfgdbna rontaUed m Ue Indnment asset Ivnh bebw
ReraNuq Ogle Apd 1d tee6
Ruoldrq Ne_ Boot J9 Pa9v]TO
GOES NOTAPPLY
fa Tenn;°,7` Pmnxma a0mengNa 1°.T. lbnamnM""''TgnaspldPrereedn9ad"d".
Cammasonsn of NkM Leung CbbaOo ac sal lanh babes
pRemdinp Oan Onnher to 1869
RuvGnp Ne BwY e9 Page 1TJ
SNOWN ON SURVEY
isT mnd.gns Prenupna aygemeN.aM Ohlgamna mnMined In the pul{Sm Geed as wllaM bebW
Rundn90ab Maid 311e9
RersdnO Ne Bmk111 Pape ]}
SHOWN ON SURVEY
Remldry Gale hq x0 1915
RccorGrq Ne BoeY alT Page ]]1
BLANKET COVEPAGEACROSS THEED SWM JEC L
tT Tems,m danm pnriabna agrmmeNa and abfpa9pna mNalnedNUe Fndinpa a. set feM bebw
Remrdrq Dale Otlobu 15 1991
RemrNp N^ BmY 1]r1 Pape 3]0
SNOWN ON SURVEY
te. Eawmenl(Q for Ue purpwe(a)dwm bebwand n9hla bddanW thcrelo asymlbdbadvmmanl
canted m Heme Lbm wa law eempa,r
wrDeae EbOm rramm�:dmmldnroxmn altl sank. Lne.
ts="y Dale Nerd 10 199
Ruardrq Nv_ Bmt 1193 Paps J.T
SHOWN ONSUINEY
19 M d and pas fnw Im Ue Ivm Uemn pmrtlad a+01 mdan mrenanl; madonna and prnnm.
bpaNuwM eawlmnla eanr as wtloM Ueran
Dated. Apd] 1981 1
LeMm NeMm T B W6n89nd Duna N BCY6np
lessor Sulphur Rner Eaplonban Inc
Record n9 Dab Apd 1E 1981
RmeK ppaly Juq}] 301e
RamNnp Nn Rempllpn Na MITO60
BLANKET COVFJUGEACROSS ENTIRE PROPERTY
]0 Tams mnddnna pmrsgm aprtemennud eb6pal,ma cmMined b Ue RemNed EaemDlnn Np
OeN]I-JRE 798 piap) as sd foM bebw
Remrdrq Data t-sivl 1m6r
Remrdeq No Rempnn Na }010101
PRIOR E%ENPTION SURVEY
Remrdmp Ode Mpvd 30 1991
Remrds9 No Rempnn Na 11609fiDr
PRIOR E%EMPTION eURVEVANEN0E0
}1 Alrylaanerassesslmnls by nasm dNe bdudan or" Land In UeMmlopd Subdddd NMhem
CvbndO Wanr Cenwnanq Omtl
Remdnp pn January ]01990
Remdmp Nn Rempnn No ]]0]957
SHOWN ON SURVEY
3x Tams eenddnna pwglena a9reemmla and ob9palimaeonlalnadblhe Ce?umnal ReprwantetNe•
Muanl Deed as wl fenh beta•
ReTardmp Dan December /S ]006
Rem p Na Rempinn No 3113]90
BLANKET COVERACEACROSSTHE
Md
flepmdinO Ode Marth JO 3009
Remdmp Na R mpbn NO ]fi1J1e0
TV]Tgs YMOagwTArOME mavEYax NHIcx RI¢M5EDYAAExApELv
D OETULREOuIaEVExfsfceALTAHaR W.s TlllE
SI ;LI aTa 1
I;N I; I�aTaeLEATHEaEOF MEfIEtOnoa wbcou PLEfEDOce OcfaeEA YY coal
uxpfq �omEnE' EMlslo u,o¢a DS ETEFirxIIHTNE.�i 6I.w0aa0suipnMEREce
a EOUaEUENr6 KTxECOIORAoO aceap6 RETJsiuDOx fce ENNxEEII. mavETce6AxoaROtREeH6
10/1]0011
PYMOOacGETt cP Rs.]n.s
Dnnled Iv DCP NtlWeam LP a Odaxr' baled P--1 p
Purpwe Plpellne and FaNdin EuumaN
Racprdmp Dds February 36 ]008
Pecudnp NO Rempnn Ne ]9]115
Racprdnp Dala Juq ]] 3008
Recudn9 No RemDmn No JS6e0p6
BLANKET COVERACEACROSS THE .1 NWI. SEC ].
Ramrenp Dda .lannry T ]Dla
Rem�nO Na Rempnn NO 1901011
38 Terre eonduon; prwmm; a9rtemenp and pbfgabms mnlancd b Ue.pmblNhmnq Oeed
pAneN RpM9) as.d feM bebw
RewdNp Gale Juuary ]] ]Ot]
Remdlnp Na ReceDmn No J901TOe
BLANKET COVERAGE ACROSS ENTIRE PROPERTY
}T Tem:41.gn;prwmm; a0rtemmudpblba0on mnMbedlnlhe NOMem Ldpndo YBter
Careenanry Glaldd AppOmmn ler Appmral OlAasipnmanl of Clue DAlbmenl Cenbad a¢ wt fDM
bebw
RemNInB Dale Namh 36 x01]
Remrdmp Nv Rempnn Ne ]919Np
36 Terms, rgndldon; pwobn; a9nement. and eb9potlena mnnbled b the Recorded Eaempum No
Oe0JJ1J REC%1]-060 as xt Imh helwr
ReT.wdmp Gala Nwam4r 1] 301]
Rcopdm9 No RemDmn Ne ]9Tr)11
Remrdmp Date Decertber 39 ]Ola
Remdmp ND RemDmn ND 10]1T05
BLAXKEi COVERAGE OF ENTUIE PROPERTY
JDTerreomdNvns .: aprtemenlaandpbyahmf mnMned tithe Deduabpnof -
CwenaNandEewlmnlaswllerlhbebrr /
RemNIn9 Oale Sepember]e 301E
Rawdlny NP Rempnn NO 1f 1550}
BLANKET COVERAGE ACROSS ENTIRE PROPERTY
Recordm90de Nwambul6 3017
Remrdmp No Rempm Na aJ5}959
BLANKETCOVEpAGEACR034 THE EN,NW/1 SEC JI
]]Tema cendlien; pmrsgn; aprtemenuantl eWgdlan mnnbMbUa Nnenl Deed as.d lOM �
belelr
Ramrdnp pats Mpud39 3013
Record ny No Rempnn Np la36e0land la•ramded Sepember is SOIOd RemWon Na 1531fie6
COES NOT APPLY APPLIES TO NEN SEC K
Remrdnp Dal^ SeplellAer36 3919
Rewdln9 Nv Rempnn NO 1536971
BIANMET COVERAGEACRO53 ENT
Nnenl Geed
RecpGn9Oda SePlembcr Sfi }019
Remdlnp Nv Remplvn NO 19691E
RamN n9 Dda JanuaryE ]031
Rvmdmp Np Rampmn Ne a6fi]996
BLANKET COVERAGE ACROSS ENTIRE PROPERTY
RemNln90da Apd 19 3031
Remrdn0 Ne Rempron No 1165996
GENERAL SURW:YNOIES
11THb.uRVEY l9 e•.cn09ATRLELLuxrtuENT FROupG00TIREUwaAVTE CONPwxfpE x¢ImNmT.N9aloTm
ryINGUOE�e iB E1GEuet;;� Ex i li��ax'a, sEfFECINEfEMUMYa] maI MD
al�escet�'i3'I]ImpCOYMYTAR�AKT �N�AM� �TaNOM6a TIIEADONFJSp5T13.UBIEOf
.Lw�sA TxExORTNEaeTcceaNUER OFTNE E000.TNE xwLLN aF SEe]cei tavnasw sTlvuW»ELOrmaurm co�icucOaatia
TOFEUAFlau WPMppatnclEllE OaTEOIrNOpt¢
:;;;;;;:::=7:17—"'."7:71 lEiuvOMos
egx SOFxoFHEaE FOUN
Ia...INI ZE.12o===vaceiNliTejcaxew8o5uLe0�.wcecESrocoxvEarro srare PtAxEadDasTaxcEe
Iq ryl VFAsuaEVExisuaDEAS PuaTas)w. sORVEv
Ill mancc OmOUPueuc aEcoaOSOFvtipmulm ernona0n
IS, ...HE..I [IKEA ¢I¢ETu+OIONDON xaP -'
I>1NE �M pEr�Fpf v nLns'asrs ��o��cwirir eaEw�'aDnTNExwf aem fNEmOF
REFERENCEOOCUNENR
pnRECORp60 EaEalPnmfx¢camp;T RDlaamp RET1:mIoxN6 }Jma.;Oww's
p11aENERat WNReaMvOEEDT06EW xJ]dxpNNxOJuuE NOW ceRRfcElalox x6.S5U!
pn w.wRaxTr OE®To soap f; LLc A cnpwDo UY NED waUn cos Pun aT aEcwnoN N<
(n WaRRURYDEEOro DOROnn EaxO AUSSEY S RAYATnECEf•Ib..Olmn aarvc6
p!)e.aDNNAMD VLEOEm TODEx1.EA LFIFORENATRECEPTION x6nnU1 OPawcC
(FSIWMNaNTYDEEDTOlA9nEaax5aTnECEPfIDN NO fubpgoPMcc
LaneswaNxTrpFJnTOOIwI56NfOUNw,0.:70ATRE FJmoI NO.I¢p
(neILLOF SaLETOOAEElEnrnElOcaxrvuRPMTNDTHORITYATRECEPN
OLT....OF SECTIONJ
ccnUNAVEw.rr.Ir;raY
eA
ROADRUNNER SURVEY s A/APPINQ INC
, E,w.�naa�"w<rvm.am^
IIRE .f}I'AAILYLIFD)I}168dfli�lV
RVIAI [p)1 PCl2 O.l%'EAfq A.mA/YY)MN)lr6 I
INrYRYd'AYIIw]YEnr'4 bSC0RIX ACE AYIfYCRYA' MEIo[W/Nn'1L6
rice° I MI a NG IND D NEEr¢
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