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C;\pwworking-trdldms77624\C-001 Cover dwg 05-27-2022 3:56:22 PM BY: Pkuh
USE IEW SPECIAL REVIEW
0KI_ NG SOLAR 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# 080334200002
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: 5.71± AC
LEASE AREA: 13.26± AC
SYSTEM SIZE: 1.00 MWac
TOTAL MODULES: 2,425 (HELIENE 540W 144HC M10 BIFACIAL MODULES)
INVERTER RACK: CHINT 125kW INVERTERS OR SIMILAR EQUIPMENT
MOUNTING SYSTEM: ARCTECH SKYLINE II SINGLE -AXIS TRACKING SYSTEM TRACKERS
SOILS: DACONO CLAY LOAM
AREA OF DISTURBANCE: 6.749 AC
DWG. NO. TITLE
C-001
C-002
C-003
C-101
C-102
C-201
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
PRE DRAINAGE AREAS
POST DRAINAGE AREAS
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
RIGHT-OF-WAY
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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
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EXISTING RAILROAD
EXISTING TREELINE
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APPLICANT
CBEP SOLAR 8, 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
TRC 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 3:56:27 PM BY: Pkuh
C;\pwworking-trdldms77624\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.,
JULY 13, 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 THE ELECTRICAL DESIGNER OF THE SIRE FOR 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 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 NUMBERS 08123C1535E DATED 1/20/2016, THERE IS NOT A
MAPPED 100-YEAR/500-YEAR FLOODPLAIN IS LOCATED WITH 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
PERMIT."
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.:
nformation.dwg 05-27-2022 3:56:34 PM BY: Pkuh
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PROJECT
PROPERTY
INFORMATION
PARCEL
#
PARCEL
ID
DEED/RECEPTION
OWNER
NAME
OWNER ADDRESS
A
80334200002
A
4787110
CBEP
LAND
2
LLC
A
4845 PEARL
#53242 BOULDER,
6112
EASTCIR
STE
CO 80301-
A
118
LIST
OF
ADJACENT PROPERTY
OWNERS
PARCEL
ft
PARCEL
ID
DEED/RECEPTION
OWNER
NAME
OWNER
ADDRESS
1
80327000066
4052601
MILDRED
B
FRANK
144341STAVE
GREELEY,
CO
80634-27/1/"1
2
80327000060
2604208
RICHARD
GAIL
NOLAN
C
II
& BUNNY
21367
GREELEY,
COUNTY
CO
ROAD
80631-9686
64
3
80334200001
a
4012222
RUSSELL
DOROTH
S
E
&
RAY
21.308
GREELEY,
COUNTY
CO
80631-9685
RD
64
4
80334200005
4678347
ROAD
43
LLC
9830
LAFAYETTE,
ISABELLE
A
B
E
LLE
CO
RD
80026-9104
5
80334000019
2577786
JERRY
DIXIE
D
AN
WINTERS
N
HOFFN
&
ER
49
LITTLETON,
WILLOWCROFT
CO
80123-7903
DR
6
80334000084
4552753
JAIME
SEAN
JOSEPH
IOCAN
&
D.A
21285
GREELEY,
COUNTY
CO
80631=9670
ROAD
62
7
96102401012
3723045COUNTY
72304
GREELEY
WELD
AIRPORT
R
P
O
RT
P
GREELEY,
O
BOA
727
CO
80632-0727
8
80334000021
3009598
CHRIS
LINDA
G
L
GARCIA
BERIG
&
21389
GREELEY,
COUNTY
CO
80631-9670
ROAD
62
9
80334000083
2040906
ZABKA
FARMS
INC
617
GREELEY,
6TH
5T
CO
80631-3922
10
80334000057
4649651
DENISE
A
LEAFGREN
970
EATON,
HAWKRIDGE
CO
80615-9003
CT
11
80327400082
4531057
CHURCH
CHRIST
DAY
CHRISANN
SAINTS
OF
OF
JESUS
LATTER-
REESE
&
50
E
NORTH
TEMPLE
FL
12
SALT
LA
K
E
CITY,
UT
84150-0012
12
80327000040
4243260
CHRISANN
REESE
& BRETT
21491
GREELEY,
COUNTY
CO
80631-9686
ROAD
64
a
i
i
200 100 0
200
400
SCALE : 1" = 200'
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.:
C;\pwworking-trdldms77624\C-100 Existing Conditions.dwg 05-27-2022 3:56:44 PM BY: Pkuh
T
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CHRISANN &
BRETT REESE
RECEPTION NO.
4243260
MILDRED B FRANK
RECEPTION NO.
4052601
EX STEEL
BRIDGE UNDER Hmk,,,
PAVEMENT
{i
EX ACCESS
PERMIT NO
AP13-00241
EX OVERHEAD
ELECTRIC LINE
RICHARD C II &
BUNNY GAIL NOLAN
RECEPTION NO.
2604208
60' ROW
WCR (W
I
I
1
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i
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-4683
4683
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DITCHES
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EXC #12 & #15
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EASEMENT REC
3537465, OPRWCC
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I
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0\9
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22
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DRAINAGE DITCH
EX WATER WELL
EXC #17
oo
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IN CONCRETE
EX ACCESS PERMIT
NO AP13-00241
20' FRONT SETBACK
20' FUTURE ROW PER
CITY OF GREELEY
X
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stik
X
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DOROTHY E AND RUSSELL S RAY
RECEPTION NO. 4012222, OPRWCC (R4)
LOT A, EXEMPTION NO 0803-34-3 RE 788
(R1)(NOT A PART)
X
EX Oft & GAS SEPARATOR
EX Oft & GAS PROD FACILITY PER
SURFACE USE AGREEMENT (R9)
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I
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FEMA ZONE A
FLOODPLAIN
FIRM #081Z3C1535E
EFF. DATE 1/20/2016
r
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DENISE LEAFGREN
RECEPTION NO. 4649651
OPRWCC (R5)
EX 24" CMP
CULVERTS
PROP LEASE AREA
BICKLING #2 SOLAR
13.26± AC
EX PLUGGED AND ABANDONED GAS
WELL FROM CO OIL & GAS
CONSERVATION COMMISSION NOBLE
ENERGY-APf#05-123-11498 MT
BICKLING #1-34 (APPROX LOCATION)
W/25 EASEMENT
N
e
EX IRRIGATION
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WITH PIN FLAGS BY GPRS PER
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(APPROX LOCATION)
CBEP LAND 2, LLC
LOT B, EXEMPTION NO.
0803-34-3 RE 788 (R1)
(113.35± AC)
ROAD 43, LLC
RECEPTION NO. 4678347
OPRWCC (R3)
EX PROPERTY LINE
EX PROPERTY LINE
20' SIDE SETBACK
\
II
20' SIDE SETBACK
a
1
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1
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CULVERT
\
EASEMENT
21
N
EX FIELD ROADS
EX GAS WELL FROM CO OIL & GAS
CONSERVATION COMMISSION NOBLE
k\
•
20' REAR SETBACK
EX IRRIGATION
DITCHES
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CULVERT
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1
1
EX OVERHEAD
ELECTRIC LINE
OE
EX 36" CMP
CULVERTS
ZABKA FARMS
RECEPTION NO.
02040906 (R6)
EX FIELD ROAD
CBEP LAND 2, LLC
LOT B, EXEMPTION NO.
0803-34-3 RE 788 (R1)
(113.35± AC)
Map Unit Symbol Map Unit Name
Description
Hydrological Soil Group
Area in Lease Boundary (AO
21
Daum° Clay Loam
22 Dacono Clay Loam
0 to 1 percent slopes
Ito 3 percent slopes
100 50 0
100
j
CD
200
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 1
C:lpwworking-trd\dms776241C-1 Q2 Phasing Plan.dwg 05-27-2022 3:56:56 PM BY: Pkuhl
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" - 50'
SHEET NO.:
EX 24" CMP
CULVERTS
am. amir
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 CONCRETE
IRRIGATION
DRAINAGE DITCH
EX OVERHEAD
ELECTRIC LINE
PROP POINT OF
INTERCONNECTION
I
RICHARD C II &
BUNNY GAIL NOLAN
RECEPTION NO.
2604208
!2.85' (TYP.)] ROW
I
I
w
0
9
0
i
I
i
j'_R20.00'(TYP.)
11=
EX 16" CMP
CULVERT
1/4
0
..s
EX WATER WELL
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i
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i
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EX CONCRETE
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STRUCTURES
EX IRRIGATION
DITCHES
EX FIELD ROADS
EX SAND CREEK
SHORT LINE DITCH,
EXC #12 & #15
&6$0
30' W PIPELINE
EASEMENT REC
3537465, OPRWCC
-
STAGING AREA
UTILITY DISCONNECT
POLE (OPTIONAL)
UTILITY PROTECTION POLE
UTILITY METERING POLE
CUSTOMER DISCONNECT
POLE (POCC) 2% UTILITY
ACCESSIBLE, LOCKABLE
OE
PROP OVERHEAD ELECTRIC
LINE WITH UTILITY POLES
EX 24" CMP CULVERT
IN CONCRETE
EX ACCESS PERMIT
NO AP13-00241
CP
20' FRONT SETBACK
20' FUTURE ROW PER CITY OF GREELEY
X
E
EX CONCRETE
IRRIGATION
DRAINAGE DITCH
EX 24" CMP
CULVERT
.r^
7
EX 24" C M P
CULVERT
-wee
EX OIL & GAS SEPARATOR
EX OIL & GAS PROD FACILITY PER
SURFACE USE AGREEMENT (R9)
EX OIL TANK BATTERY
ics•
N.
/
PROP FENCE
10'x40' STORAGE CONTAINER (2)
TEMP CONSTRUCTION TRAILER
R32.50' (TYP.)
UE
TYYYY
CUSTOMER DISCONNECT
POLE 2% UTILITY
ACCESSIBLE, LOCKABLE
CUSTOMER
METERING POLE
CUSTOMER
RECLOSER POLE
DOROTHY E AND RUSSELL S RAY
RECEPTION NO. 4012222, OPRWCC (R4)
LOT A, EXEMPTION NO 0803-34-3 RE 788
(R1)(NOT A PART)
EX PROPERTY LINE
\,
oTh
00
UE
20' (TYP.) SIDE SETBACK
UE
I MI
15' WIDE PROP ACCESS ROAD
(BICKLING SOLAR #1)
EX FENCE
UE
CBEP LAND 2, LLC
LOT B, EXEMPTION NO.
0803-34-3 RE 788 (R1)
(113.35± AC)
cP
EX CONCRETE
IRRIGATION
STRUCTURE
UE
EX 12" WATER LINE
ABOVE GROUND
EX 12" WATER
IN CONCRETE
EX METER SKID
01
NN
\te,..2x/
PROP 20' BURIED
PIPELINE EASEMENT
PROP UNDERGROUND
rELECTRIC LINE
UE
rei; tc.y
fit
467s'
/
UE
200' OIL TANK
/ BATTERY EASEMENT
15' WIDE PROP
ACCESS ROAD
(BICKLING SOLAR #2)
0
LJJ
LJJ
AL
4
CONSERVATION COMMISSION NOBLE
WELL FROM CO OIL & GAS
EX PLUGGED AND ABANDONED GAS
ENERGY-API#05-123-11498 MT
BICKLING #1-34 (APPROX LOCATION)
W/25" EASEMENT
cy)
00
0
FEMA ZONE A
FLOODPLAIN
FIRM #081Z3C1535E
EFF. DATE 1/20/2016
R32.50' (TYP
R32.50' (TYP.)
PROP GATE
EX FIELD ROAD
PROP 25' LEASE
OFFSET (TYP)
1+00
PROP EQUIPMENT
PAD (TYP)
0
DENISE LEAFGREN
RECEPTION NO. 4649651
OPRWCC (R5)
EX 24" CMP
CULVERTS
PROP LEASE AREA
BICKLING #2 SOLAR
13.26± AC
PROP SILT FENCE
nib
1,
EX BURIED PIPELINE, MARKED
WITH PIN FLAGS BY GPRS PER
SURFACE USE AGREEMENT (R9)
(APPROX LOCATION)
PROP 25' LEAS
OFFSET (TYP)
PROP SWALE
50
50 25 0
III I
20' PANEL TO FENCE
(VARIES, MIN 20')
PROPERTY LEASE AREA
SCALE 1" = 50'
100
O
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
C:\pwworking-trd\dms77624\C-301 Pre Drainage Area Map.dwg 05-27-2022 3:57:16 PM BY: Pkuh
EX 24" CMP
CULVERTS
EX STEEL
BRIDGE UNDER
PAVEM ENT
EX ACCESS
PERMIT NO
AP13-00241
EX CONCRETE
IRRIGATION
DRAINAGE DITCH
EX OVERHEAD
ELECTRIC LINE
N
/1
N
I
I
I
I
I
r
----C
Le -
1
I
I
I
h
71
1
1
.11.•••
I
1
1
1
1
7,
i
i
1
EX 16" CMP
CULVERT
1
-
INSMNSMEI
EX CONCRETE
IRRIGATION
STRUCTURES
r C T
7
7
i
7
7,
r
i
EX CONCRETE SILAGE
STORAGE AREA
/
/
7,
a 7
(
i
EX WATER WELL
EXC #17
/
/
EX 24" CMP CULVERT
IN CONCRETE
l
EX ACCESS PERMIT
NO AP13-00241
I
7,
r
3•••••••••••-1 C
20' FRONT SETBACK
/
7-
ISO
7
4652
l
7
i
7,
7,
EX DITCH
.10,011
Dtcpc2)\-'
i
7
7
7,
7,
7,
oavx-
EX IRRIGATION
DITCHES
EX FIELD ROADS
EX SAND CREEK
SHORT LINE DITCH,
EXC#12 
i
-r
__________
c---- ---=-:—.
—7›-5-re —
-'''
_--e;'-_-.---=-"n
�r i � / - "''
________.__
re___:,_-_-=--"
•--_---r-----r - -
__".c_____.- ______------ ______
______--
..__________- ____---
ice'
7,
/
22
7,
i
EX CONCRETE
IRRIGATION
DRAINAGE DITCH
EX 24" CMP
CULVERT
cb
\
s
r
EX CONCRETE
IRRIGATION
STRUCTURES
EX 24" CMP
CULVERT
EX OIL & GAS SEPARATOR
EX OIL & GAS PROD FACILITY PER
SURFACE USE AGREEMENT (R9)
EX OIL TANK BATTERY
2
/
geocamiiitatteeto
•
•
EX CONCRETE
IRRIGATION
STRUCTURE
Map
Unit SymboI
Map
Unit
Name
DESCRIPTION
HYDROLOGICAL
SOIL
GROUP
AREA
IN
LEASE
BOUNDARY
(ac)
T
21
Dacono Clay
i
Loam
0 to 1
percent
slopes
C _
10.8
_
22
Dacono Clay
Loam
1 to 3
percent slopes
k C
2.4
DRAINAGE
AREA
AREA,
(ac)
WEIGHTED
COEFFICIENT,
RUNOFF
C
RAINFALL
INTENSITY,
I (in/hr)
EX 12" WATER LINE
ABOVE GROUND
EX 12" WATER
( IN CONCRETE
•
EX METER SKID
200' OIL TANK
BATTERY EASEMENT
21
AA
/
(‘
467s
EX DITCH
icr
EX PLUGGED AND ABANDONED GAS
WELL FROM CO OIL & GAS
CONSERVATION COMMISSION NOBLE
BICKLING #1-34 (APPROX LOCATION)
W/25' EASEMENT
FEMA ZONE A
FLOODPLAIN
FIRM #081Z3C1535E
EFF. DATE 1/20/2016
EX FIELD ROAD
etc
LEGEND
X.XX AC
EX 24" CMP
CULVERTS
EX BURIED PIPELINE, MARKED \
WITH PIN FLAGS BY GPRS PER
SURFACE USE AGREEMENT (R9) \
(APPROX LOCATION)
DRAINAGE AREA
FLOW ARROW
DRAINAGE POINT
PROP 25' LEASE
OFFSET (TYP)
G
1
DP -A
Air TRC
TRC Companies, Inc.
700 Highlander Blvd.
Ste. 210
Arlington, TX 76015
Tel: 817-522-1000
www.trccompanies.com
STAMP:
INTERIM REVIEW
DOCUMENTS
NOT INTENDED FOR
CONSTRUCTION, BIDDING,
OR PERMITTING PURPOSES
KELSEY BLAISDELL) RE.
CO LIC. # 49698
5/20/2022
I— —I
0
CC LU
>.
CC co LU
< CC
LU
CC' 0 (M
(i) D
21308 COUNTY ROAD 64
GREELEY, CO 80534
PROJECT NUMBER:
434718
SHEET TITLE:
PRE DRAINAGE AREA
MAP
SHEET SIZE:
ARCH "D"
24" X 36" (610 x 914)
1"
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
NO.
REVISION
DATE
INIT
DATE:
5/20/2022
DRAWN BY:
TRC
ENGINEER:
KB
APPROVED BY:
PROJECT PHASE:
USR PLANS
SCALE:
111 - 50'
SHEET NO.:
C 301
C:lpwworking-trd\dms77624\C-302 Post Drainage Area Map.dwg 05-27-2022 3:5726 PM BY: Pkuhl
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" - 50'
SHEET NO.:
CL
CiCI
C
N-
CN
O
I.
0
O
U
co
N-
E
0)
C
0
0_
0
PV MODULES AT
MAX TILT
a
1.2' (0.336M) MIN
CLEARANCE
(PER ENGINEER) MAX
3.25' (0.991M) MIN
1
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 #2 SOLAR
O & M COMPANY NUMBER:
J
•
W
�L 1C
w
N
3" CLR
CONTACT PLAQUE DETAIL
NOT TO SCALE
• _
OC
U
V
a
a a
1
a a a a
a _
a
a
V
a
t t
a
a
V
a
U
m
SIZE VARIES
•
•
18" COMPACTED GRAVEL FILL,
TYPE C MHD, DIV II, SEC 401
CC
U
U J
MW
czt
w
N_
CC
U
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
tElictIE
HIII ° 1' WHEN USING 4 TRIANGULAR
y
;itJ 'r,,
NP.
Cat oar CIR WHOM
'-, IC y E CUE" 'STRUCTURE]
URE ]
Figure GS -1. Grass Swale Profile and Sections
Design Example
1'
elikit
Straw
The UD-BMP workbook, designed as a tool for both designer and reviewing agency is available at
www.udfcd.org. This sectionprovides a completed design form from this workbook as an example.
g �
GS -6
Urban Drainage and. Flood. Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
15'
0
20'R
z
2
O
15'
TURN AROUND DETAIL
NOT TO SCALE
r
-Y-Y-Yri DAN G
/ 9y-vw
rw v�vw
Th
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
on
AC CONDUIT TRENCH DETAIL
NOT TO SCALE
C
DANGER;
dr
ri7.-c:azt-:77.:7:7711Atal
a
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.:
CO
IC
LO
0
CN
N-
CN
0
0)
C)
0
0
0
c0
N-
E
1
0)
C
O
a
U
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.:
n_
CO
U-
0
CD
0
CN
N-
CN
0
I.
C)
0
0
U
c0
N-
E
1
0)
C
0
0_
U
Vehicle Tracking Control (VTC)
SM-4
SIDEWALK OR OTHER
PAVED SURFACE
�4
rt
,
PUBLIC
ROADWAY
INSTAL ROCK FLUSH WITH
OR BELOW TOP OF PAVEMENT
1
n
n
50 FOOT (MINI1) _
,
2
Ln
20 FOOT
(WIDTH TH CAN BE
LESS IF CON ST:
VEHICLES ARE
PHYSIOAU V
CONFINED ON
ROTI9 SIDES)
(Milt)
UNLESS OTHERWISE SPECIFIED
BY LOCAL JU RISDI T1ON f USE
CDOT SECT #7031 AASHITC #3
COARSE AGGREGATE OR 6"
MINUS ROCK
NON —WOVEN GEOTEXPLE FABRIC
BETWEEN SQL AND ROCK
UNLESS OTHER ISE SPECIFIED BY LOCAL _
JURI �DICTI1Oft USE COOT SECTS 7O3 MSHTO
3 COARSE AGGREGATE
oR Q, MINUS ROCK
" (MII r`
P1�,`--ooffs
r-
e
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
Ski FENCE'
E
GEOTE
COMPACTED
BACKED"
6" MIN
AT' LEAST 10" fi
OF SILT FENCE
"TAIL"' SHALL CIE,
BURIED
JOIN
FIRST
itwY:Luw:•w.us1att!r:wv.�[• naita2Nu mot:aMti
POSTS 'SHALL. BE JOINED AS
SHOWN, THEN ROTATED Ma DEG.,
IN OI RECTI N SHOWN AND DRIVEN
INTO THE GROUND
1
I I N
(RECOMMENDED) WOOD �.N
FENCE POST WITIH 1 ca" MAX
SPACING
18"
M II N
"— "
TYP A
SILT FENCE
ere
( SF
POSTS SHALL OVERLAP
AT' JOINTS SO THAT NO GAPS
E i& IN SILT FENCE
THICKNESS S OF GEOTE TITLE: 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
• , 7, -
rt
CONSTRUCTION
SITE ACCESS
STAN LIZE D
CONSTRUCTION
ENTRANCE (SEE
MAILS `STD -1
TO VTC- 3)
a
SF/CF
SF CF
.I
..^
1
1
n �
,- NSITt
CKTRU,TB
VEHI 'hE.
D'ARKIING Or
1
7.
,
.,i
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a'
^ nn
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s'J
n
n
n4
n
n
MAMA i A L
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n •
n
S-,
•
nein
n .,
,
44�
SF/CF SF/OF
0
eTh
a
CONSTRL!ICT1 NI
TRAILERS
Si MIN: THICKNESS
GRANULAR MATER
SLY FENCE OR CONSTRUCTION
FENCING AS NIEEDED
EXISTING ROADWAY
SSA -1. STABILIZED STAGING AREA
STABILIZED STAGING AREA INSTALLATION NQTES
1. SEE PLAN VIEk4i EDP
.TLOCATION OF STAGING AREAS.
-CONTRACTOR MAY ADJUST LOCATION AND SIZE OF STAGING AREA WITH APPROVAL
L
FROM THE LOCAL JURISDICTION,
2 STA`rIUZ 1 STAGING AREA SHOULD DE APPI, OPRIA(E FOR THE NEEDS OF THE SATE:
CVERSIZIN RESULTS 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 MIN UM r THIICK CAM LI UR
MATERIAL,
5^ UNLESS OTHERWISE SPECilnED BY Low, JURISDICTION, ROC: SHALL CONSIST OF DOT
gr. #703, AASHWI #3 CASE AGGREGATE OR r (MINUS) ROCK.
6, ADDITIONAL. PER'IMFTER BMPA MAY RE REQUIRED INCLUDIG BUT NOT LIMITED TO SILT'
FENCE AND CONS] RUCTION FENCING.
STABILIZED STAGING AREA MAINTENANCE NOTES
1, INSPECT BI IPsi EACH WORKDAY, AMID MAINTAIN THEMI IIr EFFECTIVE OpERATINC CON[ATIONI.
MAINTENANCE OF BMMs SHOULD BE PROACTIVE, NOT REACTIVE, IINSPECT BMPs AS SOON AS
POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE
EROSION, AND PERFORM NECESSARY MAINTENANCE,
FREQUENT OE E ? -H OWN S AND MAINTENANCE ARE NECESSARY TO MAINTAIN E M IPs IN
EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE, MEASURES SHOULD at_
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 SU GRADE 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 fE CE_ N. T TT L L O
1. Sly T 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; E; NO ROAD GRADERS, HACKHCES" OR SIMILAR 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 T' HT AS IT IS ANCFORED TO THE STAKESR THERE SHIOULU
BE NO NOTICEABLE SAG BETWEEN STAKES AFTER IT HAS BEEN ANCHORED TO THE STIES:
5, SILT FENCE FABRIC SHALL BE ANCHORED TO THE STAKES USING 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 DJ —HOOK,THE —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 10' — 20').
7. SILT FENCE SHALL BE INSTALL> _ D PRIOR TO ANY LAND DISTURBING INt ACTIVITIES.
SILEEENCLIANIMANCE NOTES,
1, INSPECT BMPs 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 IN A STORM THAT CAUSES SURFACE
ERO SI0 AND PERFORM NECESSARY M NTENANCE.
, FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN B Ps IN
EFFECTIVE OPERATING CONDITION INSPECTIONS: AND CORRECTIVE MEASURES SHOULD BE
DOCUMENTED THOROUGHLY.
3, WHERE BIM HAVE FAILED REPAIR Of REPLACEMENT SHOULD BE INIITIATE-D UPON
DISCOVER? OF THE EAILU
4. SEDIMENT ACCUMULATED UPSTREAM OF THE SILT' FENCE SHALL BE IREGGSOWD AS NEEDED
TO MAINTAIN THE FUNCTIONALITY OF' THE BtvtP, T R ALL-sn WHEN DEPTH F ACCUMULATED
SEDIMENTS IS APPROXIMATELY 6"a
5. REPAIR OR REPLACE SILT FENCE WHEN THERE ME SIGNS OF WEAR, SUCH AS SAGGING„
TEARING, OR COLLAPSE
6_ slur FENCE IS TO REMAIN IN PLACE UNTIIL THE- UPSTREAM DISTU REED AREA IS STABILIZED
AND APPROVED BY THE LOCAL JURISDICTION OR fiS REPLACED BY AN EQUIVALENT PERIMETER
SEDIMENT CONTROL BIP.
7. WHEN SILT FENCE IS REMOVED, ALL DISTURBED AREA` SHALL HE COVERED WITH TOPSOIL,
SEEDED{ AND MULCHED OR OTHERWISE STw ILIZED AS APPROVED BY LOCAL JURISDI TiON.
METAL ADAPTED FROM TM OF PARKS% COLON AND ary NOT AVPJBAULE ITS UT C 1))
NOTE, MANY JURISDICTIONS HAVE EIMP DE,TAILS THAT VARY FROM UIDFCI) STANDARD DETAILS.
CONSULT WITH LOCAL R ISDICTI ON 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_ARGED IF NLCESSAR'Y T CONTAIN PARKING „
STORAGE AND U' L AfN , LOADI iG OPERA11ON1SA
6. THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF CONISTRUCTIONI. THE
GRANULAR MATERIAL SHALL BE REMOVED OR, IF APPROVED BY TI= E LOCAL JURISDICTION,
USED ON SITES AND THE AREA COVERED WITH TOPSOIL SEEDED AND MULCHED OR
OTHERWISE STABILIZED IN A MANNER APPROVED BY LOCAL JURISDIC ZION,
IT ES PROHIBIT USE RECYCLED CONCRETEGRANULAR
Ea I�IAI�IIIII�'` ��II MUNICIPALITIES I�IHI THE ��
MATERIAL FOR STABILIZED STAGING AREAS DUE TO DIFFICULTIES WITH RE-=ESTABLI> HN ENT OF
VEGETATION IN AREAS WHERE RECYCLED CONCRETE WAS PLACED,
NOM: MANY JURISDICTIONS HAVE BMP' DETAILS THAT VARY FROM UDFCD STANDARD DETAILS.
CONSULT WITH LOCAL ,J J'fflSDIICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN
DIFFERENCES ARE NOTE=
GALS #i PTA FROM DOUGLAS PTY', Win 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-trdldms77624\C-403 E&S Notes dwg 05-27-2022 3:57:45 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 NORTH EAST OF GREELEY, COLORADO. THE PROJECT WILL OCCUPY APPROXIMATELY 5.71 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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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.
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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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SHEET NO.
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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)
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N 88° 51' 00" W, 466.88 FT (R1)
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FROM CO. OIL & GAS CONSERVATION COMMISSION
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FND 5/8" REBAR W/PLAS. CAP
STAMPED PLS 24307.
BEARS: S 85 14 07 W, 0.51 FT.
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--- STRUCTURES
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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
SEVERAL SCR! eYNOTE4 RE FERENCEDOCIMENTS,
SEND TITLECOJIJI/TJIENTSC//EDDLEB!/EXCEFT/ONS
]N! ]j1lPCOMMRNENT lNCEDULEBPARTn EYCEPTpM9
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aNedb FIL Rmu
Pwpvse Lateral pltA Wald Easemml
RemrtnB Dale Namh 13 1dT]
Ramrdinp Na BmY5 Pape ]19
SHOWY! ON PLAT NOT TO E]CEEO tO IN WIDTH.
10. Re]erraama mmtlned m We PalenL
Fmin The United Swea dAngrim
Tm pamNO WOam
Road np pals Seplemb<r 11 1e19
RwaNlnp Ne BeeY ]e Pape 116
The rgN pNe pmHelm of a veb or bda to mba¢ and nmwe hla We UerNrem AmN Ue ume b0, fvLmd b mnetNle
a bNlutl Ua pmm�ae hereby Branbd ss prwtled by Uw
BLANKET COVERAGEACR09! THE WR, EV{ SWN !EC W
fl Rmentlm¢mnlanadb Ue PilmL
Fmm' The Uneed hale. dAmenm
To FrededcY Napiuma
Remdbp pate January Sfi 1e80
Regmdnp No EDDY 30 Papa ]S5
The rqN tithe propdeler Dla ran abde le enraa 0,M remme h¢ en UeMrom ahoub Ua ume be fevnd to peneUale
m Nlenaa the Wemsn hemtry 9ranlad as presided W lax
BLANKET COVERAGE ACRO19 THE Ell, NW/d !EC J{
11 Tema mMima DmviNans apmemeNa and eblgalgna mmamed N Ue Inmummf ss ul Iwh bebrY
Ramrdrq Date Oemmberl 199]
Remldug Ne BooY lJ Papa ma
Rig Gala Agri to 1555
RaeNuq No_ BoeY ]9 Pape Ji0
ODES NOTAPPLY t
1d T mnddima Pgvsium apnv 11d A6palbnamnlalnedin Ue TgnaragldPraaednpa"—dafCmnp
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Remrdnp Date NaNf 30, tee]
R� pNv BmY 11/Page J]
SHOWN ON SURVEY
Ramrdry Dale JNh z0, 191s
Rcmdrg N0,. Bm4 dIT Papa ]3]
BLANKET COYERAGEACROSl THE FJ'! SWN !EC >•
1TIT nn mrNabna pronsbna a9rmmenta and obfgamss mNained In lM1e FmdinOa as eel fenh below
Remrdnp One
Rcnrdp Ne_ 02.`M:54.%.,
SHOWNONSURVET
le Eaun.mpJ fprthD pumam(Q Avwn bebwand npMa btldenNl Hereto as pranled madaalmnL
Granbd to Home LIpN and Pwmr C 7,7
Purpoe EY:MCTranamanaNONnbumnsnd Svrvbe Lnea
R� 9 Dee MarA 10 1955
Rcmrtxp Ne. BmY ta98 Pape ]dT
SHOWNGN lURVEY
10 M W and pu Naas for the lean Uereln prortled /11th—" vo"-" mnd mns wd prw'"
bOeUmngh eanmeata Jaq as wl forth Ummn
I
paled Apri] 19]1 I
leaser NeNn T BndSn9 and Dane Al BCY5rp
Laaace'SUIpM1urlaner EapNraban Ina
Remrdng Gale ApN 15 1961
Rem gNe_Rempuon Ne 1]95151 �
BLANKET COVERAGE ACRES. ENTIRE PROPERTY
RR=DeN Jahl] lB1e
Remdnp No Rempuen Na aa1T050
177";;;;;;;;;:=.em�ined WUe Recorded Eanmpbn No
RemdmO Dab Janury ]I 18661 _
Remrdinp Ne Ramplgn Ne ]Oa0f01
Ame.. Recorded Eaemp en No 0e0]34J RE 7.
RemrQrq Gale Mpvp S8 1991
Rem dvg Ne Rempnn No ]]m9601
PRIOR EXEMPTION SURVEYAMENDED
RemdnO pate' January ]0 1996
Revud pNa_Rampinn Na x10195]
SHOWNON SURVEY
mgmnddnna prq¢nna apnemn
I Deed uaellwM1 bebw
°Mt:
Remlding ,T,'.747,1=154:7..
51.1 Md
pateet Je ]W9
ROPordnp It: Remptbn Ne 151 ],t0
BLANKET COVERAOEACROS! THE 57. Wl; EN SWN SEC K
puxYEvoRry cERnRcmON
a0.vEIO WNICx Ru
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EV0.vEY4JopnLYE5TAeu6xm ANOAOCPTm eYALPANo xS6ANOlNn
1L N 14 O 6TA&EATNERErJF TnEFlEIOwORTtvaAI CaNRETm W o
Ei,E0. uY , c.F4F slox AHOxEYD euxv�ELRcauRIFn Y.nRMTYxExWI�T fAxGRDEIT' Oi FL:
0.EDunEYENf9af TxErxoRAOo BG0.DaF REW STWnoN FOR ENONEERE EURYEVOR6ANDARCnITFCNe
GTE 10,17/10]1
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1:w
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Purpose Pl,.7',7::',,r;.13.11:1.°17,;
Rem�np pale Febnary l6 JSJ3008
Remrdng NO Rempupn No TdY`
Reaw�ne D.N JNh 3] 3ape
Remdinp Ne Recepmn No ]566006
'411===n--ssd "...imamlaved b Ue 6pdtlVJamnry Omd
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RemSnp Oale January 7 301]
Remdinp Ne RemPOon No ]901010, I
l6Temgmndllm4ProWi ,;apmmgnla and obfge0vns wnubledbUe Spedal VJ]mnry Deed
pAmelal RMhla) as set IoM babes
4 _
Remrdbp Dale January]] ]01]
Remdm9 No Rempmn No ]90aT0e
BLANKET COVERAGEACROS! ENTRE PROPERtt
]T T. mndNanLPm,¢ImA ,7,.7.nnand ebfgaumarmnbdbUe rr.r.Cobrade WYta
Cansuvanry 0¢VIO APP]minn ler Appwal efAWpnment pClass 0 MolmaN Cmban ea et IenM1
try'
RemNinp Dale Mamh 35 x01]
Remrdinp Ne Rempmn N0, 1919 W9
Remrdlnp pale November l] 301]
Remrdinp ND Rempmn No ]91Tia1
pema�np Ome pecammrl9 z6M
Pecvdmp ND Rempmn Na,011i05
BLANKET COVERAGE OF ENTIRE PROPERTY
JO Tamm cmdilions prwblons apreementa end eblgollona v7ved b the padarauen of pry Up
Cwevnt and Easement as mllenh hetrw +l
R�dng Oale Sepember ]41015
Remdvg Ne Rempmn Na a1Y550]
BLANI(ET COVERAGEACROSS ENTIRE PROPERtt
]f Temm mndmona pronalma apnmmenta and Obbpalimsvenlalnednlhp Mbmland Rgaby Oeetl as
eel ronh mbw
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Remdinp No Rampdon Ne Y11X59
BLANKET COVERAGEACROS9 THE EJL NWN SEC K'
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bebrr
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Rnar6np N9 Rempmn Np 10,1680] erM re-remNed SepNmbm 10 3018 M Rvupbon No 1531666
Ramrdnp Dale Seplamberl6 ]019
Remdinp Na Rempmn Ne a5lfi9Td
...el Geed
Re=: pale Seplemberl5 1019
Reemdinp Ne Rempnn Ne a5369T5
BLANKET COVERAGE ACRO5e ENTIRE PROPERTY
Rcrardnp Ogle January 5 ]Ell
RemdinO Ne Rempmn Na a661B96
BLANKET COVERAGEgCROl9 ENT
r m¢ mmm�ma par¢bna eenPmn
ytlrY Oeed as set fAh below
RemMnp Oate Apra 19 3011
Remrdng N9 RemWm No a70599fi
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