colensed eastcreekfarm cover sheet p erofginees...remains the responsibility of the professional...
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![Page 1: COLENSED EASTCREEKFARM COVER SHEET P EROFGINEES...remains the responsibility of the professional engineer or landscape professional. e-470 e-470 public highway authority 22470 e. 6th](https://reader035.vdocuments.us/reader035/viewer/2022081402/6050b8809e4ce24910799192/html5/thumbnails/1.jpg)
PROJECT
LOCATION
E. 156TH AVE.
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Date:
Job No.:
FOR AND ON BEHALF OF
JANSEN STRAWN CONSULTING ENGINEERS, INC.
Ch
ecke
d B
y: T
CJ
811CALL 2 BUSINESS DAYS IN ADVANCE BEFORE
YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER
UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
BENCHMARK:
By
Da
te
De
scrip
tio
n o
f R
evisio
ns
No
.
45 WEST 2ND AVENUE
DENVER, CO 80223
P.303.561.3333
F.303.561.3339
Sheet of
EA
ST
CR
EE
K
FA
RM
10-28-2016
13049
ADAMS COUNTY POINT
95.0140 ELEV 5199.31
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1671
EASTCREEK FARM
A PARCEL OF LAND LOCATED IN THE EAST HALF OF SECTION 18,
TOWNSHIP 1 SOUTH, RANGE 67 WEST OF THE 6TH PRINCIPAL MERIDIAN,
COUNTY OF ADAMS, STATE OF COLORADO
CONSTRUCTION PLANS FOR
SHEET INDEX
COVER SHEET
GENERAL NOTES
DEMOLITION PLANS
PHASE I, PHASE II, AND PHASE III EROSION CONTROL PLANS
EROSION CONTROL DETAILS
OVERLOT GRADING
WALL PLAN
OVERALL SITE PLAN
UTILITY PLAN
SIGHT TRIANGLE & STREET LIGHT PLAN
STORM & STREET INDEX SHEET PLAN & PROFILE
ELIZABETH ST. PLAN & PROFILE
CLAYTON ST. PLAN & PROFILE
COLUMBINE WY. & E. 152ND. DR. PLAN & PROFILE
JOSEPHINE WY., E. 153RD. PL., & FILLMORE ST. PLAN & PROFILE
DETROIT ST. & E. 152ND. CIR. PLAN & PROFILE
ADAMS CT. PLAN & PROFILE
ST. PAUL CT. PLAN & PROFILE
MILWALUKEE CT. PLAN & PROFILE
E. 152ND. PL. PLAN & PROFILE
JOSEPHINE WY. & E. 151ST. PL. PLAN & PROFILE
E. 151ST. AVE. PLAN & PROFILE
E. 152ND. AVE. PLAN & PROFILE
YORK STREET PLAN & PROFILE
TRACT STORM PLAN & PROFILE
INTERSECTION DETAILS
CUL-DE-SAC & KNUCKLE DETAILS
CURB RETURN PROFILES
RAISED PEDESTRIAN CROSSING DETAILS
TRAIL PLANS
UTILITY PLAN & PROFILE SHEET INDEX
ELIZABETH ST. UTILITY PLAN & PROFILE
CLAYTON ST. UTILITY PLAN & PROFILE
COLUMBINE WY. & E. 152ND. DR. UTILITY PLAN & PROFILE
JOSEPHINE WY., E. 153RD. PL., & FILLMORE ST. UTILITY PLAN & PROFILE
DETROIT ST. & E. 152ND. CIR. UTILITY PLAN & PROFILE
ADAMS CT. UTILITY PLAN & PROFILE
ST. PAUL CT. UTILITY PLAN & PROFILE
MILWALUKEE CT. UTILITY PLAN & PROFILE
E. 152ND. PL. UTILITY PLAN & PROFILE
JOSEPHINE WY. & E. 151ST. PL. UTILITY PLAN & PROFILE
E. 151ST. AVE. UTILITY PLAN & PROFILE
E. 152ND. AVE. UTILITY PLAN & PROFILE
OFFSITE SANITARY SEWER UTILITY PLAN & PROFILE
YORK ST. CROSS SECTIONS
E 152nd AVE CROSS SECTIONS
WADLEY NORTH CREEK PROFILE
DRAINAGE WAY CROSS SECTIONS AND PROFILE
SIGNAGE & STRIPING PLAN
SIGNAGE & STRIPING PLAN
POND PLAN AND DETAILS
STREET & WATER DETAILS
STORM SEWER DETAILS
WALL DETAILS
1 CV01
2 GN02
3-5 D01-D03
6-26 EC01-EC21
27-31 ECD01-ECD05
32-38 GR01-GR07
39 WP01
40 OSP01
41-47 UT01-UT07
48 STSLP1
49 PPI01
50-51 PP01-PP02
52 PP03
53-54 PP04-PP05
55-58 PP06-PP09
59-63 PP10-PP14
64 PP15
65 PP16
66 PP17
67 PP18
68-69 PP19-PP20
70 PP21
71-73 PP22-PP24
74-75 PP25-PP26
76-79 OSS01-OSS04
80-87 INT01-INT08
88-89 CR01-CR02
90-92 CRP01-CRP03
93 RINT01
94-101 TP01-TP08
102 UPI01
103-104 UP01-UP02
105 UP03
106-107 UP04-UP05
108-111 UP06-UP09
112-116 UP10-UP14
117 UP15
118 UP16
119 UP17
120 UP18
121-122 UP19-UP20
123 UP21
124-126 UP22-UP24
127-129 UP25-UP27
130-131 XS01-XS02
132-134 XS03-XS05
135 CH01
136-137 DX01-DX02
138 SSD01
139-146 SS01-SS08
147-152 PD01-PD06
153-162 DT01-DT10
163-166 DT11-DT14
167 DT15
SUBMITTAL TABLE
REV NO. DESCRIPTION SHEETS DATE
1ST SUBMITTAL ALL 10/28/2016
1 2ND SUBMITTAL - BASED ON CITY COMMENTS ALL 04/01/2017
2 3RD SUBMITTAL - BASED ON CITY COMMENTS ALL 7/14/2017
3 4TH SUBMITTAL - BASED ON CITY COMMENTS ALL 01/31/2018
4 5TH SUBMITTAL - BASED ON CITY COMMENTS ALL 06/15/2018
5 6TH SUBMITTAL - BASED ON CITY COMMENTS ALL 08/30-2018
OWNERS
ENGINEER
AGENCY CONTACT LIST
JANSEN STRAWN, CONSULTING ENGINEERS
990 SOUTH BROADWAY, SUITE 230
DENVER, COLORADO 80209
CITY OF THORNTON
CITY OF THORNTON
9500 CIVIC CENTER DRIVE
THORNTON, COLORADO 80229
UTILITIES
(303) 659-0551
UNITED POWER
500 COOPERATIVE WAY
BRIGHTON, COLORADO 80603
(303) 930-2000
COMCAST
965 E. BRIDGE ST.
BRIGHTON, CO 80602
(303) 389-3600
NOBLE ENERGY PRODUCTION, INC.
1625 BROADWAY SUITE 2000
DENVER, CO 80202
(303) 451-2329
QWEST/CENTURY LINK
12121 GRANT, ROOM 601
THORNTON, CO 80241
(303) 538-7426 EXT 7341
ATTN: BRIAN STOCKTON
(303) 561-3333
ATTN: THOMAS JANSEN
(800) 922-1987
UTILITY NOTIFICATION CENTER OF COLORADO
2801 SOUTH YOUNGFIELD STREET, SUITE 301
GOLDEN, CO 80401
YORK 80 LLC & 152ND & YORK LLC
P.O. BOX 247
EAST LAKE, CO 80614
(303) 324-8904
ATTN: CLARK CARLSON
I HEREBY AFFIRM THAT THESE CONSTRUCTION PLANS WERE PREPARED BY ME (OR UNDER MY DIRECT
SUPERVISION) FOR THE OWNERS THEREOF IN ACCORDANCE WITH THE PROVISIONS OF CITY OF
THORNTON STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC
IMPROVEMENTS. I UNDERSTAND THAT IT IS THE POLICY OF THE CITY OF THORNTON THAT THE CITY DOES
NOT AND WILL NOT ASSUME LIABILITY FOR FACILITIES DESIGNED BY OTHERS.
FOR AND ON BEHALF OF JANSEN STRAWN CONSULTING ENGINEERS
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WORK SHALL BE CONSTRUCTED TO CITY OF THORNTON STANDARDS AND
SPECIFICATIONS. THIS APPROVAL IS FOR CONFORMANCE WITH THESE STANDARDS
AND SPECIFICATIONS AND OTHER CITY REQUIREMENTS. THE DESIGN AND CONCEPT
REMAINS THE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER OR LANDSCAPE
PROFESSIONAL.
E-470
E-470 PUBLIC HIGHWAY AUTHORITY
22470 E. 6TH PKWY, SUITE 100
AURORA, CO 80018
CONTACT: CHUCK WEISS
(O) (303) 537-3420
(C) (303) 242-1408
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![Page 2: COLENSED EASTCREEKFARM COVER SHEET P EROFGINEES...remains the responsibility of the professional engineer or landscape professional. e-470 e-470 public highway authority 22470 e. 6th](https://reader035.vdocuments.us/reader035/viewer/2022081402/6050b8809e4ce24910799192/html5/thumbnails/2.jpg)
De
sig
ne
d B
y: T
CJ
Date:
Job No.:
FOR AND ON BEHALF OF
JANSEN STRAWN CONSULTING ENGINEERS, INC.
Ch
ecke
d B
y: T
CJ
811CALL 2 BUSINESS DAYS IN ADVANCE BEFORE
YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER
UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
BENCHMARK:
By
Da
te
De
scrip
tio
n o
f R
evisio
ns
No
.
45 WEST 2ND AVENUE
DENVER, CO 80223
P.303.561.3333
F.303.561.3339
Sheet of
EA
ST
CR
EE
K
FA
RM
10-28-2016
13049
ADAMS COUNTY POINT
95.0140 ELEV 5199.31
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1672
1. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE;
INCLUDING, SAFETY OF PERSONS AND PROPERTY DURING THE PERFORMANCE OF WORK. THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CITY CONSTRUCTION REVIEW OF THE
CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY
MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.
2. THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE
DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL
UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY
CONTRACTOR PRIOR TO DATE OF CONSTRUCTION. FOR INFORMATION CONTACT: UTILITY NOTIFICATION CENTER OF
COLORADO (UNCC) – 1-800-922-1987. IT IS THE CONTRACTOR’S RESPONSIBILITY TO FIELD VERIFY SIZE AND HORIZONTAL AND
VERTICAL LOCATIONS OF EXISTING FACILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE CITY OF ANY DISCREPANCIES.
3. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CITY OF THORNTON STANDARDS AND SPECIFICATIONS FOR THE
DESIGN AND CONSTRUCTION OF PUBLIC AND PRIVATE IMPROVEMENTS AND WORK SHALL BE SUBJECT TO INSPECTION AND
APPROVAL BY AUTHORIZED CITY OF THORNTON PERSONNEL.
4. ALL TRENCHES SHALL BE ADEQUATELY SUPPORTED AND THE SAFETY OF WORKERS PROVIDED FOR AS REQUIRED BY THE
MOST RECENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) "SAFETY AND HEALTH REGULATIONS FOR
CONSTRUCTION." THESE REGULATIONS ARE DESCRIBED IN SUBPART P, PART 1926 OF THE CODE OF FEDERAL REGULATIONS.
SHEETING AND SHORING SHALL BE UTILIZED WHERE NECESSARY TO PREVENT ANY EXCESSIVE WIDENING OR SLOUGHING
OF THE TRENCH WHICH MAY BE DETRIMENTAL TO HUMAN SAFETY, TO THE PIPE BEING PLACED, TO TREES, OR TO ANY
EXISTING STRUCTURE WHERE EXCAVATIONS ARE MADE UNDER SEVERE WATER CONDITIONS. THE CONTRACTOR MAY BE
REQUIRED TO USE AN APPROVED PILING INSTEAD OF SHEETING AND SHORING.
5. THE CONTRACTOR SHALL FURNISH THE ENGINEER THE "AS CONSTRUCTED" LOCATIONS OF FACILITIES INSTALLED AND, THIS
IN TURN, SHALL BE SUBMITTED TO THE CITY OF THORNTON ON AS-BUILT MYLAR DRAWINGS AND ELECTRONIC FILES
PREPARED BY THE ENGINEER.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING NEARBY PUBLIC STREETS OF MUD OR DEBRIS DUE TO
CONSTRUCTION ACTIVITY INITIATED BY SAID CONTRACTOR ON A DAILY BASIS OR AS OTHERWISE DIRECTED BY AUTHORIZED
CITY PERSONNEL.
7. PRIOR TO THE BEGINNING OF WORK, A PRECONSTRUCTION CONFERENCE SHALL BE HELD BETWEEN THE CITY, THE
RESPONSIBLE PARTY WHO IS SCHEDULED TO PERFORM THE WORK, THE DESIGNATED ON-SITE FIELD REPRESENTATIVE, THE
CONSULTING ENGINEER OR LANDSCAPE PROFESSIONAL, AND ANY OTHER ENTITIES INVOLVED IN THE CONSTRUCTION.
8. DEVELOPMENT PHASING OF ANY PROJECT MUST BE SHOWN ON THE CONSTRUCTION PLANS AND MADE A PART OF THE
APPLICATION PROCEDURE. NO PHASING SHALL BE PERMITTED UNLESS THIS REQUIREMENT HAS BEEN ADHERED TO.
9. NO WORK SHALL BEGIN UNTIL THE INSTALLING RESPONSIBLE PARTY IS IN POSSESSION OF AN APPROVED SET OF PLANS AND
THE CITY OF THORNTON STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC AND PRIVATE
IMPROVEMENTS, AND ALL NECESSARY PERMITS FOR THE IMPROVEMENTS HAS BEEN ISSUED BY THE CITY. THE
CONTRACTOR SHALL APPLY FOR AND OBTAIN A TRAFFIC CONTROL PERMIT FROM THE CITY PRIOR TO STARTING ANY WORK.
DEVELOPMENT ENGINEERING'S APPROVAL SHALL BE FOR GENERAL CONFORMITY TO THE UTILITY SPECIFICATIONS AND
SHALL NOT CONSTITUTE BLANKET APPROVAL OF ALL DIMENSIONS, QUANTITIES AND DETAILS OF THE MATERIAL OR
EQUIPMENT SHOWN. NOR SHALL SUCH APPROVAL RELIEVE THE RESPONSIBLE PARTY, CONSULTING ENGINEER, OR
LANDSCAPE ARCHITECT OF THEIR RESPONSIBILITY FOR ERRORS CONTAINED IN THE DRAWINGS. A COPY OF THE APPROVED
PLANS AND ALL PERMITS SHALL BE ONSITE AT ALL TIMES.
10. THE RESPONSIBLE PARTY SHALL FURNISH REASONABLE AID AND ASSISTANCE REQUIRED BY DEVELOPMENT
ENGINEERING FOR THE PROPER EXAMINATION OF THE MATERIALS AND WORK. WORK SHALL BE PERFORMED IN
ACCORDANCE WITH ACCEPTED WORKMANSHIP PRACTICES AND THE CITY OF THORNTON STANDARDS AND
SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC AND PRIVATE IMPROVEMENTS. ANY WORK NOT
ACCEPTED BY DEVELOPMENT ENGINEERING SHALL BE REDONE UNTIL COMPLIANCE WITH THESE STANDARDS IS ACHIEVED.
INSTRUCTIONS GIVEN BY DEVELOPMENT ENGINEERING RELATING TO QUALITY OF MATERIALS AND
WORKMANSHIP MUST BE OBEYED AT ONCE BY THE RESPONSIBLE PARTY. DEVELOPMENT ENGINEERING SHALL NOT
SUPERVISE SET OUT WORK, OR GIVE LINE AND GRADE STAKES.
11. THE MATERIALS USED IN PROJECTS SHALL BE NEW AND SUBJECT TO THE INSPECTION AND APPROVAL OF THE
INSPECTOR AT ALL TIMES. THE INSPECTOR HAS THE RIGHT TO PERFORM ANY TESTING DEEMED NECESSARY TO
ENSURE COMPLIANCE OF THE MATERIAL WITH THESE STANDARDS. NO MATERIAL SHALL BE USED BEFORE BEING
INSPECTED AND APPROVED BY THE INSPECTOR. FAILURE OR NEGLECT ON THE PART OF THE INSPECTOR TO CONDEMN OR
REJECT INFERIOR MATERIALS OR WORK SHALL NOT BE CONSTRUED TO IMPLY THEIR ACCEPTANCE SHOULD THEIR
INFERIORITY BECOME EVIDENT AT ANY TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK. INSPECTORS HAVE THE
AUTHORITY TO REJECT DEFECTIVE OR INFERIOR MATERIALS AND/OR DEFECTIVE WORKMANSHIP AND TO SUSPEND WORK
UNTIL SUCH TIME AS THE RESPONSIBLE PARTY SHALL CORRECT THE DISCREPANCIES IN QUESTION.
12. WHENEVER DEFECTIVE MATERIALS AND WORK ARE REJECTED, THE RESPONSIBLE PARTY SHALL PROMPTLY REMOVE SUCH
DEFECTIVE MATERIALS AND CONSTRUCTION FROM THE JOB SITE AND REPLACE ALL DEFECTIVE PORTIONS TO THE
SATISFACTION OF DEVELOPMENT ENGINEERING. IN THE EVENT THE RESPONSIBLE PARTY FAILS TO REMOVE REJECTED
ITEMS FROM THE JOB SITE WITHIN A REASONABLE LENGTH OF TIME, DEVELOPMENT ENGINEERING MAY ARRANGE FOR SUCH
REMOVAL AT THE EXPENSE OF THE RESPONSIBLE PARTY.
13. INSPECTION SHALL NOT RELIEVE THE RESPONSIBLE PARTY FROM ANY OBLIGATION TO PERFORM THE WORK STRICTLY IN
ACCORDANCE WITH THE PLANS AND SPECIFICATIONS OR ANY MODIFICATIONS THEREOF. WORK NOT SO CONSTRUCTED
SHALL BE REMOVED AND CORRECTED BY THE RESPONSIBLE PARTY AT HIS SOLE EXPENSE, WHENEVER SO ORDERED BY
DEVELOPMENT ENGINEERING, WITHOUT REFERENCE TO ANY PREVIOUS ERROR OR OVERSIGHT IN INSPECTION.
14. EXCEPT IN CASES OF EMERGENCY, MAINTENANCE, OR PROTECTION OF WORK ALREADY COMPLETED, NO WORK SHALL BE
ALLOWED BETWEEN THE HOURS OF 7 P.M. AND 7 A.M.; NOR ON SATURDAY, SUNDAY, OR LEGAL HOLIDAYS UNLESS
APPROVED BY DEVELOPMENT ENGINEERING IN EACH CASE. WHEN ANY INSPECTOR IS REQUIRED TO WORK OUTSIDE THE
HOURS OF 7 A.M. TO 4 P.M. ON REGULAR CITY BUSINESS DAYS, OVERTIME SHALL BE CHARGED TO THE RESPONSIBLE PARTY.
HOWEVER, SUCH INSPECTORS SHALL REMAIN EMPLOYEES OF THE CITY FOR ALL PURPOSES. REQUESTS FOR OVERTIME
SHALL BE MADE TO DEVELOPMENT ENGINEERING AT LEAST 48 HOURS IN ADVANCE. PAYMENT FOR SUCH OVERTIME WORK
SHALL BE MADE TO THE CITY PRIOR TO FINAL ACCEPTANCE.
15. IN THE EVENT ONE OR MORE INSPECTORS REPRESENTING PRIVATE CONSULTING ENGINEERING FIRMS ARE ALSO
INSPECTING A PROJECT ALONG WITH DEVELOPMENT ENGINEERING, THE INSTRUCTIONS GIVEN BY DEVELOPMENT
ENGINEERING SHALL PREVAIL IN THE EVENT OF CONFLICTING INSTRUCTIONS.
16. THE WORK SHALL BE SURVEYED AND STAKED UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR IN
ACCORDANCE WITH THE APPROVED PLANS.
17. IF IRRIGATION DITCHES ARE INVOLVED, AN APPROVAL BLOCK FOR THE DITCH COMPANY SHALL BE PROVIDED.
18. IF A FOUNDATION UNDERDRAIN SYSTEM IS INSTALLED IN THE PUBLIC RIGHT-OF-WAY, THE FOLLOWING STATEMENT SHALL BE
INCLUDED IN THE AS-BUILT DRAWINGS:
“THE FOUNDATION UNDERDRAIN SYSTEM IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER OR ITS ASSIGNS. THE CITY
IS NOT RESPONSIBLE FOR THE MAINTENANCE OR REPAIR OF SAID SYSTEM.”
19. CONSTRUCTION SHALL ADHERE TO THE FOLLOWING SEQUENCE UNLESS OTHERWISE SPECIFIED BY THE DEVELOPMENT
ENGINEERING MANAGER: SANITARY SEWER INSTALLATION, WATER MAIN INSTALLATION, CURB AND GUTTER INSTALLATION,
WATER SERVICE INSTALLATION.
20. COMPACTION OF ALL TRENCHES MUST BE ATTAINED AND COMPACTION TEST RESULTS SUBMITTED TO THE ENGINEER AND
THE CITY OF THORNTON PRIOR TO FINAL ACCEPTANCE.
21. ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY A CITY REPRESENTATIVE WHO SHALL HAVE THE
AUTHORITY TO HALT CONSTRUCTION WHEN STANDARD CONSTRUCTION PRACTICES ARE NOT BEING ADHERED TO.
DEVELOPER AND BUILDER SHALL REGULARLY PATROL THE PUBLIC LANDS ADJACENT TO THE DEVELOPMENT TO REMOVE
CONSTRUCTION DEBRIS AND KEEP THE SITE CLEAN AND SAFE.
22. ALL SITE GRADING (EXCAVATION, EMBANKMENT, AND COMPACTION) SHALL CONFORM TO THE RECOMMENDATIONS OF THE
LATEST SOILS INVESTIGATION FOR THIS PROPERTY AND SHALL FURTHER BE IN CONFORMANCE WITH THE CITY OF
THORNTON STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC AND PRIVATE
IMPROVEMENTS”, LATEST EDITION. A STATE STORMWATER DISCHARGE PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING
BEING PERFORMED ON SITES LARGER THAN 1 ACRE IN SIZE. THESE PERMITS CAN BE OBTAINED FROM THE STATE WATER
QUALITY CONTROL DIVISION (303-692-3500).
23. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY
REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION
OPERATION AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME.
24. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE REVEGETATED.
ANY AND ALL STOCKPILES SHALL BE LOCATED AND PROTECTED FROM EROSIVE ELEMENTS.
25. AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT WIND-CAUSED EROSION.
EARTHWORK OPERATIONS SHALL BE DISCONTINUED WHEN DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. IF
EARTHWORK IS COMPLETE OR DISCONTINUED AND DUST FROM THE SITE CONTINUES TO CREATE PROBLEMS, THE
OWNER/DEVELOPER SHALL IMMEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT
PROPERTY.
26. PERMANENT SLOPES SHALL NOT EXCEED 4:1 (H:V) IN AREAS TO BE SEEDED OR SODDED. RETAINING WALLS SHALL BE
REVIEWED AND APPROVED BY SEPARATE APPLICATION TO THE DEVELOPMENT ENGINEERING DIVISION.
27. THIS EROSION AND SEDIMENT CONTROL PLAN HAS BEEN SUBMITTED TO THE CITY OF THORNTON AND IS IN GENERAL
CONFORMANCE WITH THE CITY’S EROSION CONTROL STANDARDS. ADDITIONAL EROSION AND SEDIMENT CONTROL
MEASURE MAY BE REQUIRED OF THE OWNER AND HIS OR HER AGENTS DUE TO UNFORESEEN EROSION PROBLEM OR IF
THE PROPOSED EROSION CONTROL MEASURES DO NOT FUNCTION AS INTENDED. THE REQUIREMENTS OF THIS EROSION
CONTROL PLAN AND THE OBLIGATION OF THE LANDOWNER SHALL RUN WITH THE LAND UNTIL SUCH TIME AS THE
EROSION CONTROL PLAN IS PROPERLY COMPLETED, OFFICIALLY MODIFIED, OR VOIDED.
28. INSTALLATION OF WATER MAINS SHALL NOT BE PERMITTED UNTIL ALL COMPACTION RESULTS FOR SANITARY SEWERS
HAVE BEEN SUBMITTED TO AND APPROVED BY THE CITY, ALL DESIGN SLOPES FOR SANITARY SEWER INSTALLATIONS
HAVE BEEN VERIFIED AND APPROVED BY THE CITY, AND ALL APPLICABLE TESTING PROCEDURES HAVE BEEN
CONDUCTED AND APPROVED IN WRITING.
29. NEW WATER MAINS 12 INCHES OR LESS SHALL BE AWWA STANDARD C-900-07 PVC DR -25 PRESSURE PIPE. WATER MAINS
LARGER THAN 12 INCHES SHALL MEET AWWA C-905 PVC DR-21 OR DR-18 AS DETERMINED BY THE DEVELOPMENT
ENGINEERING MANAGER. HYDRANT LEADS SHALL BE DR-18.
30. WATER MAINS SHALL BE LAID IN CONFORMANCE WITH THE LATEST EDITION OF THE CITY OF THORNTON STANDARDS AND
SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC AND PRIVATE IMPROVEMENTS AND SHALL BE
SUBJECT TO CITY INSPECTION AND APPROVAL.
31. FIRE HYDRANTS SHALL BE LIMITED TO THE FOLLOWING MANUFACTURERS ONLY AND SHALL BE PAINTED ACCORDING TO
THE LATEST EDITION OF THE CITY OF THORNTON STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND
CONSTRUCTION OF PUBLIC AND PRIVATE IMPROVEMENTS PRIOR TO ACCEPTANCE.
MUELLER COMPANY – 5-1/4" CENTURION
WATEROUS COMPANY - MODEL WB-67
32. THERE SHALL BE A MINIMUM OF FOUR AND ONE HALF (4.5) FEET OF COVER FROM FINISHED GRADE TO THE TOP OF
WATERLINES.
33. BEDDING AND BACKFILL MATERIALS FOR BOTH WATER AND SEWER SHALL CONFORM TO THE LATEST EDITION OF THE CITY
OF THORNTON STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC AND PRIVATE
IMPROVEMENTS.
34. THRUSTBLOCKS SHALL BE PLACED AT FITTINGS, TEES, BENDS, CROSSES, PLUGS, ETC., IN ACCORDANCE WITH THE LATEST
EDITION OF THE CITY OF THORNTON STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC
AND PRIVATE IMPROVEMENTS.
35. IN ALL CASES, 10 FEET OF HORIZONTAL DISTANCE, AS MEASURED FROM EDGE OF PIPE TO EDGE OF PIPE, SHALL BE
MAINTAINED BETWEEN WATER AND ANY SANITARY OR STORM SEWER.
36. CONTRACTOR SHALL NOTIFY ALL RESIDENTS AND/OR BUSINESSES IN WRITING 48 HOURS PRIOR TO ANY SHUT-OFF IN
SERVICE. THE NOTICES MUST HAVE CONTRACTOR'S PHONE NUMBER AND NAME OF CONTACT PERSON, AND EMERGENCY
PHONE NUMBER FOR AFTER HOURS CALLS. ALL SHUT-OFF’S MUST BE APPROVED BY THE CITY’S INFRASTRUCTURE
DEPARTMENT, AND CITY VALVES AND APPURTENANCES SHALL BE OPERATED BY CITY PERSONNEL, UNLESS WRITTEN
PERMISSION IS GIVEN OTHERWISE.
37. RIM ELEVATIONS OF MANHOLE SHOWN ON THE PLAN AND PROFILE SHEETS ARE APPROXIMATE ONLY AND ARE NOT TO BE
TAKEN AS FINAL ELEVATIONS. THE PIPELINE CONTRACTOR SHOULD ALLOW APPROXIMATELY THE TOP ONE (1) FOOT OF
RIM ELEVATION TO BE ADJUSTED EITHER UP OR DOWN IN ORDER TO MATCH FINAL PAVEMENT ELEVATION. THE MAXIMUM
ADJUSTMENT TO FINAL GRADE IS 12 INCHES WITH CONCRETE RINGS.
38. DURING CONSTRUCTION, CARE MUST BE TAKEN TO AVOID ANY GROUND WATER, STORM WATER, CONSTRUCTION DEBRIS,
SOIL, OR ANY OTHER FOREIGN MATERIALS FROM ENTERING ANY ACTIVE CITY OF THORNTON SEWER. THE USE OF THE
SANITARY SEWER SYSTEM FOR THE PURPOSES OF DEWATERING IS STRICTLY PROHIBITED.
39. ALL CONSTRUCTION ACTIVITIES DEWATERING MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS
FOR “STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY.” FOR INFORMATION, PLEASE CONTACT
COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION.
40. AFTER ANY OVERLAY OF AN EXISTING ROADWAY, WHERE CITY UTILITIES ARE PRESENT, THE DEVELOPER SHALL OPEN ALL
MANHOLES AND VALVE BOXES FOLLOWING THE PAVING OPERATION TO ENSURE THAT MANHOLE AND VALVES WERE NOT
PAVED OVER NOR FILLED WITH ASPHALT.
41. WHEN AN EXISTING ASPHALT STREET IS CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER
THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE CITY OF THORNTON'S
CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN CONFORMANCE WITH THE CITY
OF THORNTON STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC AND PRIVATE
IMPROVEMENTS. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES
SHALL BE PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN
OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREAS, MAY BE REQUIRED. THE DETERMINATION OF
NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE DEVELOPMENT ENGINEERING MANAGER.
42. PAVING SHALL NOT START UNTIL A GEOTECHNICAL REPORT AND PAVEMENT DESIGN HAVE BEEN APPROVED BY THE CITY
OF THORNTON'S DEVELOPMENT ENGINEERING DIVISION AND SUBGRADE COMPACTION TEST AND PROOF ROLL HAVE
BEEN PERFORMED AND THE RESULTS HAVE MET WITH THE APPROVAL OF THE CITY OF THORNTON. THE PAVEMENT
DESIGN REPORT MUST BE SUBMITTED THREE (3) WEEKS PRIOR TO THE ANTICIPATED DATE OF PAVING.
43. ALL DAMAGED EXISTING CURB, GUTTER, AND SIDEWALK SHALL BE REPAIRED PRIOR TO ACCEPTANCE OF COMPLETED
IMPROVEMENTS.
44. ALL CURB RETURNS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED WITH SIDEWALK RAMPS IN ACCORDANCE
WITH THE CITY OF THORNTON STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC AND
PRIVATE IMPROVEMENTS. ALL SIDEWALK RAMPS SHALL INCLUDE A TRUNCATED DOME DETECTABLE WARNING PATTERN
AS SHOWN ON THE DETAIL SHEETS.
45. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN PROPER TRAFFIC CONTROL DEVICES UNTIL THE SITE IS OPEN
TO TRAFFIC. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY OF THORNTON FOR APPROVAL
AND OBTAIN A TRAFFIC CONTROL PERMIT PRIOR TO CONSTRUCTION.
46. REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS OR LANDSCAPING IS THE RESPONSIBILITY OF THE CONTRACTOR.
47. ALL ELEVATIONS ARE FLOWLINE OR PROJECTED FLOWLINE UNLESS OTHERWISE NOTED.
48. ALL CURB INLETS SHALL BE INSTALLED IN ACCORDANCE WITH COLORADO DEPARTMENT OF TRANSPORTATION
STANDARD PLAN NO. M-604-12 ON PLAN SHEET DT03.
49. THE URBAN DRAINAGE AND FLOOD CONTROL DISTRICT WILL CONDUCT SITE VISITS DURING THE PROJECT
CONSTRUCTION WITHIN OR NEAR THE CHANNEL TO OBSERVE CONSTRUCTION FOR CONFORMANCE WITH THE APPROVED
PLANS AND SPECIFICATIONS. PLEASE CONTACT MIKE SARMENTO, UDFCD CONSTRUCTION MANAGER, AT 303-455-6227 OR
[email protected] TO SCHEDULE A PRECONSTRUCTION MEETING. ALL STRUCTURAL AND GROUTED BOULDER
WORK REQUIRE 48-HOURS PRIOR NOTICE TO ANY CONSTRUCTION OR CONCRETE PLACEMENT. STANDARDS AND
SPECIFICATIONS FOR ALL OUTFALL AND CHANNEL WORK CAN BE ACCESSED AT WWW.UDFCD.ORG UNDER THE
REFERENCES SECTION. FAILURE TO NOTIFY MAY RESULT IN PROJECT INELIGIBILITY.
50. THE EXISTING E-470 ROW FENCE IS TO BE PROTECTED IN PLACE.
51. INLETS LOCATED ADJACENT TO TRACTS AND/OR OPEN SPACE SHALL HAVE THE WALK INVERTED FROM THE TYPICAL
SECTION TO ALLOW DRAINAGE TO FOLLOW THE EMERGENCY OVERFLOW PATHS PROVIDED.
52. A CONSTRUCTION PERMIT WILL BE REQUIRED FOR WORK IN THE E-470 ROW. PLEASE CONTACT JUSTINE BROWN, PERMIT
SUPERVISOR, AT 303.537.3751 OR [email protected] REGARDING PERMIT REQUIREMENTS.
53. THE CONTRACTOR SHALL USE THE APPROVED SEED MIX WITHIN THE E-470 CONTROLLED AREA FOR ALL SURFACE
DISTURBANCE.
GENERAL NOTES:
PROPERTY BOUNDARY
STORM LINE W/ MANHOLE
5' CONTOUR
1' CONTOUR
5820
5821
STORM INLET
XX.XX
SWALE
SPOT ELEVATION
(AT FLOWLINE UNLESS OTHERWISE INDICATED)
SLOPE AND DIRECTION
FLOW DIRECTION
X.XX%
SPILL CURB & GUTTER
SANITARY SEWER W/ MANHOLE
UTILITY CROSSING
WATER SERVICE W/ METER
GAS LINE
TELEPHONE LINE
ELECTRIC LINE
CABLE TV LINE
OVERHEAD LINE
FIBER OPTIC LINE
IRRIGATION LINE
LIGHT POLE
WATERLINE & VALVE
W/ FIRE HYDRANT ASSEMBLY
W
SANITARY SERVICE
S
CONCRETE CROSSPAN
CUT/ FILL LINE
CENTER LINE
EASEMENT LINE
SECTION LINE W/ SECTION CORNER
5820
5821
S
WS
LEGEND
CATCH CURB AND GUTTER
PROPOSED
ST
EXISTING DESCRIPTION
UNDERDRAIN LINE
RIGHT OF WAY LINE
PROPERTY LOT LINE
SIDEWALK
FLOWLINE
FLOODPLAIN
WATER SURFACE ELEVATION
HYDRAULIC GRADE LINE (HGL)
RIP-RAP (SOIL RIP-RAP UNLESS
OTHERWISE INDICATED)
ROAD SIGN
MEDIAN CONCRETE PER CITY OF
THORNTON DETAILS 800-3 & 800-4
100-YR PONDING DEPTH (SUMP INLETS)
WORK SHALL BE CONSTRUCTED TO CITY OF THORNTON STANDARDS AND
SPECIFICATIONS. THIS APPROVAL IS FOR CONFORMANCE WITH THESE STANDARDS
AND SPECIFICATIONS AND OTHER CITY REQUIREMENTS. THE DESIGN AND CONCEPT
REMAINS THE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER OR LANDSCAPE
PROFESSIONAL.
EXISTING TREES
ABBREVIATIONS
PROPERTY LINE
PCR POINT OF CURVE RETURN
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE PIPE
R RADIUS
RCP REINFORCED CONCRETE PIPE
OHE OVERHEAD ELECTRIC
OC ON CENTER
MH MANHOLE
LT LEFT
LP LOW POINT
LF LINEAR FEET
HOR HORIZONTAL
HDCP HANDICAP
FLOW LINE
FH FIRE HYDRANT
FG FINISHED GRADE
EL ELEVATION
DIP DUCTILE IRON PIPE
DIAMETER
CENTERLINE
BM BENCHMARK
HP HIGH POINT
ROW RIGHT OF WAY
S SANITARY SEWER SERVICE
SF SILT FENCE
SSMH SANITARY SEWER MANHOLE
SAN SANITARY SEWER
STMH STORM SEWER MANHOLE
TBC TOP BACK OF CURB
TOF TOP OF FOUNDATION
TC TOP OF CURB
TW TOP OF WALL
TOP TOP OF PIPE
TYP TYPICAL
UE UTILITY EASEMENT
VERT VERTICAL
W WATER SERVICE
TFI TOP FRONT OF INLET
CL
FL
PL
INV INVERT
F FIRE SERVICE
PCC POINT OF COMPOUND CURVATURE
PRC POINT OF REVERSE CURVATURE
PC POINT OF CURVATURE
DIA / Ø
BO BLOWOFF
EG EXISTING GRADE
EOA EDGE OF ASPHALT
EOC EDGE OF CONCRETE
ESMT EASEMENT
FF FINISHED FLOOR
GRADE AT BOTTOM OF WALLGBW
HGL HYDRAULIC GRADE LINE
RT RIGHT
WSEL WATER SURFACE ELEVATION
OS OFFSET
STA STATION
PVI POINT OF VERTICAL INTERSECTION
PVC / PVT POINT OF VERTICAL CURVE / VERTICAL TANGENCY
EX EXISTING
ASSY ASSEMBLY
TBR TO BE REMOVED
PROPOSED RETAINING WALL
EOP
EMERGENCY OVERFLOW PATH
1513
CHANNEL 100-YR WSEL
OE OVERFLOW ELEVATION
PGL PROPOSED GRADE LINE
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ST
ST
ST
ST
ST
ST
EXIST. DIRT ROAD
(TO BE REMOVED)
EXIST. WALL
(TO BE REMOVED)
EXIST. SWALE
(TO BE REMOVED)
EXIST. VEGETATION
(TO BE REMOVED)
EXIST. DIRT ROAD
(TO BE REMOVED)
Y
O
R
K
S
T
Y
O
R
K
S
T
ALL EXISTING PAVEMENT ON E 152ND AVE TO BE REMOVED AND REPLACED
(TO BE COORDINATED WITH CITY TO NOT DISRUPT SCHOOL TRAFFIC)
PROPERTY BOUNDARY
EXIST. CAPPED WELL
E 152nd AVE
ALL EXISTING PAVEMENT ON E 152ND AVE TO BE REMOVED AND REPLACED
(TO BE COORDINATED WITH CITY TO NOT DISRUPT SCHOOL TRAFFIC)
EXIST. GAS LINE
(TO REMAIN)
SAWCUT EXISTING ASPHALT, MILL & OVERLAY
EXIST. GAS LINE
(TO REMAIN)
RELOCATE ELECTRIC BOX
REMOVE HYD. & 8" PIPE
TO EXISTING TEE
REMOVE SIGN.
DRAINAGE STRUCTURE
(TO REMAIN)
REMOVE &
REPLACE SIGNS
(SEE SHEETS
138-146)
SAWCUT
RETAIN HEADWALL
EXIST. CULVERT
(TO BE REMOVED)
100YR FLOODPLAIN ELEVATION
EXIST. INLET AND STORM PIPE
(TO BE REMOVED)
EXIST. DRAINAGE PIPE
(TO REMAIN)
EXIST. CAPPED WELLS
REMOVE EXIST 8" WATER
LINE, VALVE, & BEND
EAST OF TEE
10' PIPELINE EASEMENT
BOOK 3736 PAGE42
50.00' PIPELINE EASEMENT
BOOK 2943 PAGE 427
TRANSPORTATION EASEMENT
REC. NO.2008000083704
8' UTILITY EASEMENT
REC. NO.2008000083704
50.00' PIPELINE EASEMENT
BOOK 2024 PAGE 701
10' CONSTRUCTION AND
REMOVAL EASEMENT
BOOK 2024 PAGE 701
10' CONSTRUCTION AND
REMOVAL EASEMENT
BOOK 2024 PAGE 701
16.00' DRAINAGE AND
UTILITY EASEMENT
FILE 14 MAP 513
APPROXIMATE PIPELINE
EASEMENT FOR
CROSSING GERMAN DITCH
BOOK 2896 PAGE 806
APPROXIMATE PIPELINE EASEMENT FOR
CROSSING GERMAN DITCH
BOOK 3754 PAGE 92
15.00' TEMPORARY GRADING
AND CONSTRUCTION EASEMENT
REC. NO. 2016000078791
NORTH WINGWALL TO REMAIN
EXIST. CHANNEL (TO BE RELOCATED
SEE SHEET 131)
LIMITS OF EXIST. GUARDRAIL
(TO BE REMOVED)
GERMAN DITCH EASEMENT
REC. NO. 2017000085971
APPROXIMATE AREA
FOR EXISTING GAS LINE
TO BE LOWERED
SAWCUT
SOUTH WINGWALL TO BE REPLACED
EXIST. STORM SEWER
ON YORK ST. (TO REMAIN)
SAWCUT EXISTING ASPHALT, MILL & OVERLAY
REMOVE HYD. & 8" PIPE
TO EXISTING TEE
RELOCATE STREET LIGHT
SEE UTILITY PLANS FOR NEW LOCATION
(COORDINATE WITH UNITED POWER)
RELOCATE STREET LIGHT
SEE UTILITY PLANS FOR NEW LOCATION
(COORDINATE WITH UNITED POWER)
REMOVE EXISTING RIP RAP,
INLET, AND 18" STORM PIPE
EXIST. SILT FENCE
(TO BE REMOVED)
EXISTING E-470 ROW
FENCE IS TO BE
PROTECTED IN PLACE
RELOCATE PULL BOX
(COORDINATE WITH THE FO LINE OWNER)
De
sig
ne
d B
y: T
CJ
Date:
Job No.:
FOR AND ON BEHALF OF
JANSEN STRAWN CONSULTING ENGINEERS, INC.
Ch
ecke
d B
y: T
CJ
811CALL 2 BUSINESS DAYS IN ADVANCE BEFORE
YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER
UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
BENCHMARK:
By
Da
te
De
scrip
tio
n o
f R
evisio
ns
No
.
45 WEST 2ND AVENUE
DENVER, CO 80223
P.303.561.3333
F.303.561.3339
Sheet of
EA
ST
CR
EE
K
FA
RM
10-28-2016
13049
ADAMS COUNTY POINT
95.0140 ELEV 5199.31
TH
O
M
A
S
C .
J
A
N
S
E
N
PR
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F
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S
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01
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S2
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1/3
1/2
01
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S3
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J0
6/1
5/2
01
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J0
8/3
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Y C
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S5
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DE
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LIT
IO
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LA
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1673
0
SCALE: 1" =
ORIGINAL GRAPHIC SCALE
50 100 200
100'
MA
TC
HL
IN
E S
EE
D
02
MATCHLINE SEE D03
LEGEND:
S
ST
EXISTING STORM LINE
EXISTING STORM MANHOLE
EXISTING SANITARY SEWER W/ MANHOLE
EXISTING WATERLINE & VALVE
EXISTING IRRIGATION LINE (ABANONDED)
EXISTING FIRE HYDRANT
EXISTING GAS LINE
EXISTING ELECTRIC LINE
EXISTING TELEPHONE PEDESTAL
EXISTING UTILITY PEDESTAL
EXISTING ELECTRIC BOX
EXISTING ELECTRIC LIGHT POLE
EXISTING SIGN
EXISTING TREE
SAWCUT LINE
PROPOSED 2" MILL TO ADJACENT LANE LINE
PER CITY OF THORNTON SPECS
(SEE STREET P&P SHEETS FOR PROPOSED
IMPROVEMENTS)
EXISTING ASPHALT TO BE REMOVED
TV
KEY MAP
N.T.S.
E. 152nd AVE.
YO
RK
S
TR
EE
T
WORK SHALL BE CONSTRUCTED TO CITY OF THORNTON STANDARDS AND
SPECIFICATIONS. THIS APPROVAL IS FOR CONFORMANCE WITH THESE STANDARDS
AND SPECIFICATIONS AND OTHER CITY REQUIREMENTS. THE DESIGN AND CONCEPT
REMAINS THE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER OR LANDSCAPE
PROFESSIONAL.
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S
S
S
S
EXIST. DIRT ROAD
(TO BE REMOVED)
EXIST. SAN
(TO REMAIN)
EXIST. DIRT ROAD
(TO BE REMOVED)
EXIST. RAILROAD
(TO REMAIN)
EXIST. DIRT ROAD
(TO REMAIN)
E 152nd AVE
FILLM
OR
E S
T.
EXIST. GAS LINE
(TO REMAIN)
EXIST. GAS LINE
(TO REMAIN)
SAWCUT EXISTING ASPHALT, MILL & OVERLAY
EXIST. CULVERT
(TO BE REMOVED)
EXIST. GAS LINE
(TO REMAIN)
APPROXIMATE AREA FOR EXISTING
GAS LINE TO BE LOWERED
30' SANITARY
SEWER EASEMENT
REC NO. C1250559
30' PIPELINE EASEMENT
REC. NO. 2015000091233
10' CONSTRUCTION AND
REMOVAL EASEMENT
REC. NO. 2015000091233
10' CONSTRUCTION AND
REMOVAL EASEMENT
REC. NO. 2015000091233
10' CONSTRUCTION AND
REMOVAL EASEMENT
REC. NO. 2015000091233
30' PIPELINE EASEMENT
REC. NO. 2015000091233
10' CONSTRUCTION AND
REMOVAL EASEMENT
REC. NO. 2015000091233
PIPELINE EASEMENT
CENTERLINE OF PIPELINE AS
CONSTRUCTED
BOOK 3736 PAGE 7
DOCUMENT DOES NOT DEFINE AN
EASEMENT WIDTH
PIPELINE EASEMENT
CENTERLINE OF PIPELINE AS
CONSTRUCTED
BOOK 3736 PAGE 11
DOCUMENT DOES NOT DEFINE AN
EASEMENT WIDTH
APPROXIMATE
PIPELINE EASEMENT FOR
CROSSING GERMAN DITCH
BOOK 2024 PAGE 699
30' SANITARY
SEWER EASEMENT
REC NO. C1250559
APPROXIMATE
PIPELINE EASEMENT FOR
CROSSING GERMAN DITCH
BOOK 2896 PAGE 806
APPROXIMATE
PIPELINE EASEMENT FOR
CROSSING GERMAN DITCH
BOOK 3754 PAGE 84
PIPELINE EASEMENT
CENTERLINE OF PIPELINE AS
CONSTRUCTED
BOOK 3736 PAGE 7
DOCUMENT DOES NOT DEFINE AN
EASEMENT WIDTH
PIPELINE EASEMENT
CENTERLINE OF PIPELINE AS
CONSTRUCTED
BOOK 3736 PAGE 11
DOCUMENT DOES NOT DEFINE AN
EASEMENT WIDTH
GERMAN DITCH
60' GERMAN DITCH EASEMENT
REC. NO. 2017000085971
60' GERMAN DITCH
EASEMENT
REC. NO. 2017000085971
60' GERMAN DITCH EASEMENT
REC. NO. 2017000085971
60' GERMAN DITCH EASEMENT
REC. NO. 2017000085971
APPROXIMATE AREA FOR EXISTING
GAS LINE TO BE LOWERED
EXISTING E-470 ROW
FENCE IS TO BE
PROTECTED IN PLACE
De
sig
ne
d B
y: T
CJ
Date:
Job No.:
FOR AND ON BEHALF OF
JANSEN STRAWN CONSULTING ENGINEERS, INC.
Ch
ecke
d B
y: T
CJ
811CALL 2 BUSINESS DAYS IN ADVANCE BEFORE
YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER
UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
BENCHMARK:
By
Da
te
De
scrip
tio
n o
f R
evisio
ns
No
.
45 WEST 2ND AVENUE
DENVER, CO 80223
P.303.561.3333
F.303.561.3339
Sheet of
EA
ST
CR
EE
K
FA
RM
10-28-2016
13049
ADAMS COUNTY POINT
95.0140 ELEV 5199.31
TH
O
M
A
S
C .
J
A
N
S
E
N
PR
O
F
E
S
S
I
O
NAL
E
N
G
I
N
E
E
R
CO
L
O
R
A
D
O
RE
G
I
S
T
E
R
E
D
MA
J0
4/0
1/2
01
7C
IT
Y C
OM
ME
NT
S1
MA
J0
7/1
4/2
01
7C
IT
Y C
OM
ME
NT
S2
MA
J0
1/3
1/2
01
8C
IT
Y C
OM
ME
NT
S3
MA
J0
6/1
5/2
01
8C
IT
Y C
OM
ME
NT
S4
MA
J0
8/3
0/2
01
8C
IT
Y C
OM
ME
NT
S5
D02
DE
MO
LIT
IO
N P
LA
N
1674
0
SCALE: 1" =
ORIGINAL GRAPHIC SCALE
50 100 200
100'
LEGEND:
S
ST
EXISTING STORM LINE
EXISTING STORM MANHOLE
EXISTING SANITARY SEWER W/ MANHOLE
EXISTING WATERLINE & VALVE
EXISTING IRRIGATION LINE (ABANONDED)
EXISTING FIRE HYDRANT
EXISTING GAS LINE
EXISTING ELECTRIC LINE
EXISTING TELEPHONE PEDESTAL
EXISTING UTILITY PEDESTAL
EXISTING ELECTRIC BOX
EXISTING ELECTRIC LIGHT POLE
EXISTING SIGN
EXISTING TREE
SAWCUT LINE
PROPOSED 2" MILL TO ADJACENT LANE LINE
PER CITY OF THORNTON SPECS
(SEE STREET P&P SHEETS FOR PROPOSED
IMPROVEMENTS)
EXISTING ASPHALT TO BE REMOVED
TV
MA
TC
HL
IN
E S
EE
D
01
KEY MAP
N.T.S.
E. 152nd AVE.
YO
RK
S
TR
EE
T
WORK SHALL BE CONSTRUCTED TO CITY OF THORNTON STANDARDS AND
SPECIFICATIONS. THIS APPROVAL IS FOR CONFORMANCE WITH THESE STANDARDS
AND SPECIFICATIONS AND OTHER CITY REQUIREMENTS. THE DESIGN AND CONCEPT
REMAINS THE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER OR LANDSCAPE
PROFESSIONAL.
P:\1
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ST
ST
ST
ST
GP
GP
G
G
ST
ST
FIL
LM
OR
E S
T.
SAWCUT EXISTING ASPHALT
(SEE SHEETS 50-75)
E 152nd AVE
YO
RK
S
T.
EXIST. GAS LINE
(TO REMAIN)
EXIST. GAS LINE
(TO REMAIN)
EXIST. GAS LINE
(TO REMAIN)
RELOCATE ELECTRIC BOX
REMOVE SIGN.
DRAINAGE STRUCTURE
(TO REMAIN)
REMOVE &
REPLACE SIGNS
(SEE SHEETS
138-146)
EXIST. CULVERT
(TO BE REMOVED)
SAWCUT
EXIST. STORM MH
(TO REMAIN)
EXIST. STRIPING TO BE REMOVED
(SEE SHEET 138)
EXIST. HYD.
(TO BE REMOVED)
EXIST. STORM PIPE
(TO REMAIN)
EXIST. INLET AND STORM PIPE
(TO BE REMOVED)
EXIST. STORM PIPE
(TO REMAIN)
EXIST. DRAINAGE PIPE
(TO REMAIN)
REMOVE EXIST 8" WATER
LINE, VALVE, & BEND
EAST OF TEE
50.00' PIPELINE EASEMENT
BOOK 2943 PAGE 427
TRANSPORTATION EASEMENT
REC. NO.2008000083704
8' UTILITY EASEMENT
REC. NO.2008000083704
50.00' PIPELINE EASEMENT
BOOK 2024 PAGE 701
10' CONSTRUCTION AND
REMOVAL EASEMENT
BOOK 2024 PAGE 701
10' CONSTRUCTION AND
REMOVAL EASEMENT
BOOK 2024 PAGE 701
16.00' DRAINAGE AND
UTILITY EASEMENT
FILE 14 MAP 513
APPROXIMATE PIPELINE
EASEMENT FOR
CROSSING GERMAN DITCH
BOOK 2896 PAGE 806
APPROXIMATE PIPELINE EASEMENT FOR
CROSSING GERMAN DITCH
BOOK 3754 PAGE 92
APPROXIMATE AREA FOR EXISTING
GAS LINE TO BE LOWERED
SAWCUT EXISTING ASPHALT, MILL & OVERLAY
RELOCATE STREET LIGHT
SEE UTILITY PLANS FOR NEW LOCATION
(COORDINATE WITH UNITED POWER)
EXIST. BOLLARD
(TO BE REMOVED)
RELOCATE UTILITY PEDESTAL
REMOVE EXISTING RIP RAP,
INLET, AND 18" STORM PIPE
FLARED END SECTION
(TO BE REMOVED)
LIMITS OF EXIST. CURB AND GUTTER
(TO BE REMOVED)
EXIST. GERMAN DITCH CULVERT
(TO BE EXTENDED)
RELOCATE PULL BOX
(COORDINATE WITH THE FO LINE OWNER)
EXIST. RAMPS
(TO BE REMOVED)
De
sig
ne
d B
y: T
CJ
Date:
Job No.:
FOR AND ON BEHALF OF
JANSEN STRAWN CONSULTING ENGINEERS, INC.
Ch
ecke
d B
y: T
CJ
811CALL 2 BUSINESS DAYS IN ADVANCE BEFORE
YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER
UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
BENCHMARK:
By
Da
te
De
scrip
tio
n o
f R
evisio
ns
No
.
45 WEST 2ND AVENUE
DENVER, CO 80223
P.303.561.3333
F.303.561.3339
Sheet of
EA
ST
CR
EE
K
FA
RM
10-28-2016
13049
ADAMS COUNTY POINT
95.0140 ELEV 5199.31
TH
O
M
A
S
C .
J
A
N
S
E
N
PR
O
F
E
S
S
I
O
NAL
E
N
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I
N
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R
CO
L
O
R
A
D
O
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G
I
S
T
E
R
E
D
MA
J0
4/0
1/2
01
7C
IT
Y C
OM
ME
NT
S1
MA
J0
7/1
4/2
01
7C
IT
Y C
OM
ME
NT
S2
MA
J0
1/3
1/2
01
8C
IT
Y C
OM
ME
NT
S3
MA
J0
6/1
5/2
01
8C
IT
Y C
OM
ME
NT
S4
MA
J0
8/3
0/2
01
8C
IT
Y C
OM
ME
NT
S5
D03
DE
MO
LIT
IO
N P
LA
N
1675
0
SCALE: 1" =
ORIGINAL GRAPHIC SCALE
50 100 200
100'
MATCHLINE SEE D01
LEGEND:
S
ST
EXISTING STORM LINE
EXISTING STORM MANHOLE
EXISTING SANITARY SEWER W/ MANHOLE
EXISTING WATERLINE & VALVE
EXISTING IRRIGATION LINE (ABANONDED)
EXISTING FIRE HYDRANT
EXISTING GAS LINE
EXISTING ELECTRIC LINE
EXISTING TELEPHONE PEDESTAL
EXISTING UTILITY PEDESTAL
EXISTING ELECTRIC BOX
EXISTING ELECTRIC LIGHT POLE
EXISTING SIGN
EXISTING TREE
SAWCUT LINE
PROPOSED 2" MILL TO ADJACENT LANE LINE
PER CITY OF THORNTON SPECS
(SEE STREET P&P SHEETS FOR PROPOSED
IMPROVEMENTS)
EXISTING ASPHALT TO BE REMOVED
TV
KEY MAP
N.T.S.
E. 152nd AVE.
YO
RK
S
TR
EE
T
WORK SHALL BE CONSTRUCTED TO CITY OF THORNTON STANDARDS AND
SPECIFICATIONS. THIS APPROVAL IS FOR CONFORMANCE WITH THESE STANDARDS
AND SPECIFICATIONS AND OTHER CITY REQUIREMENTS. THE DESIGN AND CONCEPT
REMAINS THE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER OR LANDSCAPE
PROFESSIONAL.
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