HomeMy WebLinkAboutUNION PARK - FDP240004 - SUBMITTAL DOCUMENTS - ROUND 2 - Utility PlansZI
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
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7/17/24
N/A
N/A
ZMW
JTC
21-1044-00
C0.00
1 59
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
TYPICAL 26' PITCHED STREET W/ PARKING
NTS
TYPICAL 36' CROWNED STREET SECTION
NTS
TYPICAL 36' CROWNED W/ MEDIAN & LEFT TURN
NTS
TYPICAL 26' VALLEY W/ OPTIONAL PARKING
NTS
TYPICAL 24' PITCHED W/ PARKING
NTS
TYPICAL 30' CROWNED STREET SECTION
NTS
FINAL
CIVIL PLANS FOR
UNION PARK
A PARCEL OF LAND SITUATE IN THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
JULY 2024
PROPOSED STREET LIGHT
PROPOSED STORM SEWER
EXISTING SANITARY SEWER MAIN
PROPOSED TELEPHONE LINE
EXISTING GAS
EXISTING STORM SEWER
EXISTING WATER MAIN
EXISTING MANHOLE
PROPOSED STORM INLET
LEGEND
PROPOSED CONCRETE
PROPOSED MINOR CONTOUR
PROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATION
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING UTILITY POLE
EXISTING GUY WIRE
PROPOSED GAS
PROPOSED ELECTRIC LINEEXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
PROPOSED FIRE HYDRANTEXISTING FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED SANITARY SEWER MAIN
PROPOSED WATER MAIN
EXISTING CONCRETE
EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED FENCE
LIMITS OF CONSTRUCTION
EXISTING OVERHEAD UTILITY
EXISTING STORM SEWER INLET
PROPOSED WATER VALVE
PROPOSED MANHOLE
PROPOSED UTILITY POLE
EXISTING STREET LIGHT
PROPOSED SWALE
PROPOSED DIRECTION OF OVERLAND FLOW
EXISTING FIBER OPTIC LINE
PROPOSED HANDICAP RAMP
EXISTING OVERHEAD ELECTRIC LINE
EXISTING OVERHEAD TELEPHONE LINE
PROPOSED OVERHEAD ELECTRIC LINE
PROPOSED FIBER OPTIC LINE
PROPOSED OVERHEAD TELEPHONE LINE
EXISTING FENCE
PROPOSED OVERHEAD UTILITY
PROPOSED LIGHT POLES
EXISTING CABLE TV LINE PROPOSED CABLE TV
PROPOSED WATER SERVICE W/
CURB STOP AND METER PIT
PROPOSED SANITARY SEWER SERVICE W/
CLEANOUT
EXISTING ROW
Vicinity Map
Scale: 1" = 1000'
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK #14-94
NORTHWEST CORNER OF HEWLETT PACKARD PROPERTY ON EAST SIDE ZIEGLER RD., ON THE NORTHWEST
CORNER OF THE CONCRETE BASE OF A NATURAL GAS UNIT HOUSING.
ELEV= 4927.83
CITY OF FORT COLLINS BENCHMARK #6-07
SOUTHEAST CORNER OF HARMONY RD. AND ZIEGLER RD. 50 FEET +/- SOUTH OF THE EDGE OF ASPHALT ON THE
WALL OF A CONCRETE IRRIGATION DROP STRUCTURE.
ELEV= 4931.08
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE
USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE,
THE FOLLOWING EQUATIONS SHOULD BE USED:
NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = 4927.83 (NAVD88 DATUM) - 3.19'
NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = 4931.08 (NAVD88 DATUM) - 3.19'
ABBREVIATION LIST
ABC AGGREGATE BASE COURSE
AD ALGEBRAIC DIFFERENCE
ADA AMERICANS WITH DISABILITIES ACT
AE ACCESS EASEMENT
ARCH ARCHITECT
ARV AIR RELEASE VALVE
ASPH ASPHALT
BLDG BUILDING
BE BUILDING ENVELOPE
BFV BUTTERFLY VALVE
BOV BLOW OFF VALVE
BOS BOTTOM OF STEP
BOW BACK OF WALK
BVC BEGINNING VERTICAL CURVE
BW BOTTOM OF WALL
C&G CURB & GUTTER
CATV CABLE TELEVISION
CDOT COLORADO DEPARTMENT OF
TRANSPORTATION
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEAN OUT
COFC CITY OF FORT COLLINS
COMM COMMUNICATION
CON CONDENSATE
CONC CONCRETE
COORD COORDINATION
CS CURB STOP
DE DRAINAGE EASEMENT
D&UE DRAINAGE & UTILITY EASEMENT
D,U,AE DRAINAGE, UTILITY & ACCESS EASEMENT
DEMO DEMOLITION
DIA DIAMETER
DIP DUCTILE IRON PIPE
DU&AE(PU)DRAINAGE, UTLITY & PUBLIC ACCESS
EASEMENT
DU&AE(PR)DRAINAGE, UTILITY & PRIVATE ACCESS
EASEMENT
E EAST(ING)
EAE EMERGENCY ACCESS EASEMENT
EB EAST BOUND
EEA EASEMENT EXCLUSION AREA
EG EXISTING GROUND
EL ELEVATION
ELEC ELECTRIC
EM ELECTRIC METER
EOA EDGE OF ASPHALT
EOC EDGE OF CONCRETE
ESMT EASEMENT
EST ESTIMATE(D)
EX EXISTING
EV ELECTRIC VEHICLE (CHARGING STATION)
EVC END VERTICAL CURVE
F FIRE LINE
FCU FORT COLLINS UTILITIES
FDC FIRE DEPARTMENT CONNECTION
FES FLARED END SECTION
FF FINISHED FLOOR
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FL FLOWLINE
FO FIBER OPTIC
G GAS
GB GRADE BREAK
GF GARAGE FLOOR
GM GAS METER
GND GROUND
GV GATE VALVE
HBP HOT BITUMINOUS PAVEMENT
HORZ HORIZONTAL
HDPE HIGH DENSITY POLYETHYLENE
HP HIGH POINT
HW HEADWALL
IE IRRIGATION EASEMENT
INV INVERT
IRR IRRIGATION
LA LANDSCAPE (PLAN/ACRH)
LCUASS LARIMER COUNTY URBAN AREA STREET
STANDARDS
LF LINEAR FEET
LP LOW POINT
LT LEFT (TURN)
MAX MAXIMUM
ME MATCH EXISTING
MEP MECHANICAL, ELECTRICAL, PLUMBING
ENGINEER
MH MANHOLE
MIN MINIMUM
N NORTH(ING)
NA NOT APPLICABLE
NB NORTH BOUND
NHBZ NATURAL HABITAT BUFFER ZONE
NTS NOT TO SCALE
OC ON CENTER
OHE OVERHEAD ELECTRIC
OHT OVERHEAD TELEPHONE
OHU OVERHEAD UTILITY
PAE PUBLIC ACCESS EASEMENT
PE PEDESTRIAN EASEMENT
PERF PERFORATED
PC POINT OF CURVATURE
PCC PORTLAND CEMENT CONCRETE
PCR POINT OF CURB RETURN
PH POTHOLE
PI POINT OF INTERSECTION
PL PROPERTY LINE
POC POINT OF CONNECTION
PP POWER POLE
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
R&R REMOVAL & REPLACEMENT
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
RE REFERENCE
RJ RESTRAINT JOINT
ROW RIGHT-OF-WAY
RT RIGHT (TURN)
SCH SCHEDULE
S SOUTH
SB SOUTH BOUND
SD STORM DRAIN PIPE
SDMH STORM DRAIN MANHOLE
SRVC SERVICE
SS SANITARY SEWER
SSCO SANITARY SEWER CLEAN-OUT
SSMH SANITARY SEWER MANHOLE
SSWR SANITARY SEWER
STA STATION
SWMP STORMWATER MANAGEMENT PLAN
T TELEPHONE
TB THRUST BLOCK
TBC TOP BACK OF CURB
TBV TO BE VACATED
TBR TO BE REMOVED
TELE TELEPHONE
TEMP TEMPORARY
TF TOP OF FOUNDATION
TOS TOP OF STEP
TS TOP OF SLAB
TW TOP OF WALL
TYP TYPICAL
XFMR ELECTRICAL TRANSFORMER
XS CROSS SECTION
UD UNDERDRAIN
UE UTILITY EASEMENT
U&DE UTILITY & DRAINAGE EASEMENT
UGE UNDERGROUND ELECTRIC
UTIL UTILITY
VCP VITRIFIED CLAY PIPE
YD YARD DRAIN
VIF VERIFY IN FIELD
VERT VERTICAL
VPC VERTICAL POINT OF CURVATURE
VPI VERTICAL POINT OF INTERSECTION
VPT VERTICAL POINT OF TANGENCY
W WATERLINE OR WEST
WB WEST BOUND
WL WATERLINE
WQCE WATER QUALITY CONTROL ELEVATION
WSE WATER SURFACE ELEVATION
DEVELOPER/APPLICANT
Landmark Real Estate Holdings
6341 Fairgrounds Ave, Suite 100
Windsor, CO 80550
Ph. 970.460.0567
ENGINEER
Highland Development Services
6355 Fairgrounds Ave, Ste 200
Windsor, CO 80550
Ph. 970.674.7550
LANDSCAPE ARCHITECT
The Birdsall Group
444 Mountain Ave
Berthoud CO, 80513
Ph. 970.532.5891
SURVEYOR
Majestic Surveying
1111 Diamond Vally, Ste 104
Windsor, CO 80550
Ph. 970.833.5698
ARCHITECT
NSPJ Architects
3515 W 75th St, Suite 201
Prairie Village, KS 66208
Ph. 913.831.1415
PROJECT CONTACTS:
INDEX OF SHEETS
Sheet No.Discipline No.Description of Sheets
1 C0.00 COVER SHEET
2 C0.01 GENERAL NOTES
3 - 4 C0.02 - C0.03 EXISTING CONDITIONS & DEMOLITION PLAN
5 C0.04 PHASING PLAN
6 - 9 C1.00 - C1.03 HORIZONTAL CONTROL PLAN
10 - 11 C2.00 - C2.01 GRADING & DRAINAGE PLAN
12 - 15 C2.02 - C2.05 EROSION & SEDIMENT CONTROL PLAN
16 - 23 C2.06 - C2.13 DETAILED GRADING PLANS
24 C3.00 OVERALL UTILITY PLAN
25 - 26 C3.01 - C3.02 UTILITY PLAN
27 - 34 C3.03 - C3.10 SANITARY SEWER PLAN & PROFILES
35 - 42 C3.11 - C3.18 STORM DRAIN PLAN & PROFILES
43 - 44 C4.00 - C4.02 STREET PLAN & PROFILES
46 - 59 C5.00 - C5.13 DETAILS
I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY
DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS
AND STATE OF COLORADO STANDARDS AND STATUTES, RESPECTIVELY, AND THAT I AM
FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS AND RECORD
CONDITIONS THAT I HAVE NOTED ON THESE PLANS.
INDEMNIFICATION STATEMENT:
THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE
REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL
ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE
CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS
ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE
CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE
LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED
DURING THE CONSTRUCTION PHASE.
JASON T. CLAEYS
P.E. NO. 42122
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Traffic Operations,
Park Planning and Development,
Stormwater Utility,
Water & Wastewater Utility,
City Engineer,
APPROVED:
Environmental Planner,
Approved Sheets Date
APPROVED:
Approved Sheets Date
APPROVED:
Approved Sheets Date
APPROVED:
Approved Sheets Date
APPROVED:
Approved Sheets Date
APPROVED:
Approved Sheets Date
UTILITY CONTACTS:
LIGHT & POWER
Fort Collins Light & Power
700 Wood Street
Fort Collins, Colorado 80522
Contact: Cody Snowden
Ph. 970.416.2306
WATER, WASTEWATER & STORMWATER
Fort Collins Utilities
700 Wood Street
Fort Collins, Colorado 80522
Contact: Matt Simpson
Ph. 970.416.2754
NATURAL GAS
Xcel Energy
1901 E. Horsetooth Road
Fort Collins, Colorado 80525
Contact: Stephanie Rich
Ph. 970.225.7828
TELEPHONE SERVICE
Century Link (Qwest)
3351 Eastbrook Drive
Fort Collins, Colorado 80525
Contact: Bill Johnson
Ph. 970.490.7501
CABLE SERVICE
Comcast
1201 University Dr.
Fort Collins, Colorado 80521
Contact: Marcus Petty
Ph. 720.275.0572
Fort Collins Connexion
222 Laporte Ave.
Fort Collins, Colorado 80521
Contact:
Ph. 970.207.7870
PROPOSED ELECTRIC TRANSFORMER
N
W E
S
SOIL INFORMATION:
"SOIL AND FOUNDATION INVESTIGATION,
PROPOSED MULTI-FAMILY RESIDENTIAL
BUILDING:, Prepared by: CTL | THOMPSON,
DATED SEPTEMBER 20, 2022
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
LCUASS GENERAL NOTES
1.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA
STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST
RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE LOCAL ENTITY.
2.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE.
3.THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF THREE YEARS FROM THE DATE OF APPROVAL BY THE LOCAL ENTITY ENGINEER. USE OF THESE PLANS AFTER
THE EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR TO COMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS.
4.THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEER'S WORK,
FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE LOCAL ENTITY ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE
PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE LOCAL ENTITY, AND ITS OFFICERS AND
EMPLOYEES, FROM AND AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS.
5.ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL ENTITY STANDARDS AND
SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY ENGINEER.
6.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 DEVELOPER TO
VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE DEVELOPER SHALL BE RESPONSIBLE
FOR UNKNOWN UNDERGROUND UTILITIES.
7.THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING,
TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH / IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE
REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RELOCATE ALL
EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.
8.THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS
REQUIRED.
9.IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, THE DEVELOPER SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE
DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY THE LOCAL ENTITY PRIOR TO BEGINNING CONSTRUCTION.
10.THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, AND ALL UTILITY COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND
WITH A MINIMUM DISRUPTION OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL
AS THE UTILITY COMPANIES.
11.NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL THE DEVELOPER NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A
MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE WATER UTILITY PROVIDER, A PRE-CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO
COMMENCEMENT OF ANY WORK.
12.THE DEVELOPER SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE
CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES.
13.THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY.
14.A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM SEWER,
CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES.
15.THE DEVELOPER SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY
CONTROL DIVISION, (303) 692-3590), THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN.
16.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL
BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S).
17.PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BE SUBMITTED TO AND APPROVED BY THE
STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY
FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY
BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT.
18.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS DEVELOPMENT AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER RESULTING FROM
GROUNDWATER FLOODING, STRUCTURAL DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED AS A RESULT OF THE LOCAL ENTITY FAILURE TO PROPERLY MAINTAIN
ITS WATER, WASTEWATER, AND/OR STORM DRAINAGE FACILITIES IN THE DEVELOPMENT.
19.ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY, FINAL DRAINAGE REPORT FOR UNION PARK BY HIGHLAND DEVELOPMENT SERVICES DATED JULY 17TH, 2024
SHALL BE FOLLOWED AND IMPLEMENTED.
20.TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION CONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD
REPAIR BY THE DEVELOPER, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE OR LANDSCAPING.
21.THE DEVELOPER SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24
HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY THE LOCAL ENTITY STREET INSPECTOR.
22.NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY UNTIL A RIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED, IF
APPLICABLE.
23.THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE DEVELOPER SHALL NOTIFY
THE LOCAL ENTITY ENGINEERING INSPECTOR (FORT COLLINS - 221-6605) AND THE LOCAL ENTITY EROSION CONTROL INSPECTOR (FORT COLLINS - 221-6700) AT LEAST 2 WORKING DAYS PRIOR TO
THE START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. IF THE LOCAL ENTITY ENGINEER IS NOT AVAILABLE AFTER PROPER NOTICE OF
CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE DEVELOPER MAY COMMENCE WORK IN THE ENGINEER ABSENCE. HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO ACCEPT THE
IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION.
24.THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHT-OF-WAY AFTER RIGHT OF WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO
THE PLACEMENT OF CURB, GUTTER, SIDEWALK AND PAVEMENT. IF THE FINAL SOILS/PAVEMENT DESIGN REPORT DOES NOT CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL
REPORT, THE DEVELOPER SHALL BE RESPONSIBLE FOR A RE-DESIGN OF THE SUBJECT PAVEMENT SECTION OR, THE DEVELOPER MAY USE THE LOCAL ENTITY'S DEFAULT PAVEMENT THICKNESS
SECTION(S). REGARDLESS OF THE OPTION USED, ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED
TO THE INSPECTOR A MINIMUM OF 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF CURB, GUTTER, SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE
LOCAL ENTITY ENGINEER APPROVES THE FINAL REPORT.
25.THE CONTRACTOR SHALL HIRE A LICENSED ENGINEER OR LAND SURVEYOR TO SURVEY THE CONSTRUCTED ELEVATIONS OF THE STREET SUBGRADE AND THE GUTTER FLOWLINE AT ALL INTERSECTIONS,
INLETS, AND OTHER LOCATIONS REQUESTED BY THE LOCAL ENTITY INSPECTOR. THE ENGINEER OR SURVEYOR MUST CERTIFY IN A LETTER TO THE LOCAL ENTITY THAT THESE ELEVATIONS CONFORM TO
THE APPROVED PLANS AND SPECIFICATIONS. ANY DEVIATIONS SHALL BE NOTED IN THE LETTER AND THEN RESOLVED WITH THE LOCAL ENTITY BEFORE INSTALLATION OF BASE COURSE OR ASPHALT
WILL BE ALLOWED ON THE STREETS.
26.ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW RESIDENTIAL ROADS MUST BE COMPLETED PRIOR TO THE FINAL STAGES OF ROAD CONSTRUCTION. FOR THE PURPOSES OF
THESE STANDARDS, ANY WORK EXCEPT C/G ABOVE THE SUBGRADE IS CONSIDERED FINAL STAGE WORK. ALL SERVICE LINES MUST BE STUBBED TO THE PROPERTY LINES AND MARKED SO AS TO
REDUCE THE EXCAVATION NECESSARY FOR BUILDING CONNECTIONS.
27.PORTIONS OF LARIMER COUNTY ARE WITHIN OVERLAY DISTRICTS. THE LARIMER COUNTY FLOODPLAIN RESOLUTION SHOULD BE REFERRED TO FOR ADDITIONAL CRITERIA FOR ROADS WITHIN THESE
DISTRICTS.
28.ALL ROAD CONSTRUCTION IN AREAS DESIGNATED AS WILD FIRE HAZARD AREAS SHALL BE DONE IN ACCORDANCE WITH THE CONSTRUCTION CRITERIA AS ESTABLISHED IN THE WILD FIRE HAZARD
AREA MITIGATION REGULATIONS IN FORCE AT THE TIME OF FINAL PLAT APPROVAL.
29.PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCAL ENTITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING
A PERMIT.
30.THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA
PUBLICATION 2226, EXCAVATING AND TRENCHING.
31.THE DEVELOPER SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD, TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY. (LOCAL ENTITY, COUNTY OR STATE),
FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL
DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES.
32.PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT LOCAL ENTITY TRAFFIC OPERATIONS DEPARTMENT,
WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN THEN THE CONTRACTOR WILL BE
CHARGED FOR THE LABOR, MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED.
33.THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING AND STRIPING FOR THE DEVELOPMENT RELATED TO THE DEVELOPMENT'S LOCAL STREET
OPERATIONS. IN ADDITION, THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED TO DIRECTING TRAFFIC ACCESS TO AND FROM THE DEVELOPMENT.
34.THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, UNLESS SPECIFICALLY APPROVED BY THE LOCAL ENTITY ENGINEER, AND NO SITE CONSTRUCTION ACTIVITIES ON SUNDAYS OR
HOLIDAYS, UNLESS THERE IS PRIOR WRITTEN APPROVAL BY THE LOCAL ENTITY.
35.THE DEVELOPER IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED
TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE.
36.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND
ANNOTATE THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS.
37.THE DEVELOPER SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF
ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB.
38.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE DEVELOPER
SHALL CONTACT THE DESIGNER AND THE LOCAL ENTITY ENGINEER IMMEDIATELY.
39.THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITY'S
INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE LOCAL ENTITY ENGINEER.
40.PROJECT BENCHMARKS:
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK #14-94
NORTHWEST CORNER OF HEWLETT PACKARD PROPERTY ON EAST SIDE ZIEGLER RD., ON THE NORTHWEST CORNER OF THE CONCRETE BASE OF A NATURAL GAS UNIT HOUSING
ELEV= 4927.83
CITY OF FORT COLLINS BENCHMARK #6-07
SOUTHEAST CORNER OF HARMONY RD. AND ZIEGLER RD. 50 FEET ± SOUTH OF THE EDGE OF ASPHALT ON THE WALL OF A CONCRETE IRRIGATION DROP STRUCTURE
ELEV= 4931.08
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM
(PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE,THE FOLLOWING EQUATIONS SHOULD BE USED:
NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = 4927.83 (NAVD88 DATUM) - 3.19
NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = 4931.08 (NAVD88 DATUM) - 3.19
HORIZONTAL DATUM: COLORADO STATE PLAN COORDINATES NAD 83(2007) DATUM. HORIZONTAL CONTROL BASED VRS.
41.ALL STATIONING IS BASED ON FLOWLINE OF ROADWAYS UNLESS OTHERWISE NOTED.
42.DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND
IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE, UNLESS
OTHERWISE INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
43.WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE
DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS.
THE FINISHED PATCH SHALL BLEND IN 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 AREA, MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE
LOCAL ENTITY ENGINEER AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE.
44.UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE
GRADES AND CONDITION AS REQUIRED BY THESE PLANS.
45.STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL "T" INTERSECTIONS.
46.AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM
PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE.
47.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE
FOLLOWING PRIVATE STREETS: ALL STREETS WITHIN PROJECT LIMITS ARE PRIVATE AND PRIVATELY MAINTAINED EXCLUDING ZIEGLER ROAD.
48.APPROVED VARIANCES ARE LISTED AS FOLLOWS: INTERSECTION SPACING ON ZIEGLER ROAD.
CITY OF FORT COLLINS CONSTRUCTION NOTES
A.STANDARD GRADING AND EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES
GENERAL EROSION CONTROL REQUIREMENTS
THESE NOTES ARE A SUMMARY FOR THE LEGAL REQUIREMENTS, THAT ARE SET FORTH IN THE FORT COLLINS STORMWATER CRITERIA MANUAL (FCSCM), AND THAT ANY CONFLICT IS RESOLVED BY THE
MORE STRINGENT REQUIREMENT CONTROLLING.
1.THE PROPERTY OWNER, OWNER'S REPRESENTATIVE, DEVELOPER, DESIGN ENGINEER, GENERAL CONTRACTOR, SUB-CONTRACTORS, OR SIMILAR TITLE FOR THE DEVELOPING ENTITY (HERE AFTER
REFERRED TO AS THE DEVELOPER) HAS PROVIDED THESE EROSION CONTROL MATERIALS IN ACCORDANCE WITH EROSION CONTROL CRITERIA SET FORTH IN THE MANUAL AS AN ATTEMPT TO
IDENTIFY EROSION, SEDIMENT, AND OTHER POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THESE CONSTRUCTION ACTIVITIES AND PREVENTING THOSE POLLUTANTS FROM LEAVING THE
PROJECT SITE AS AN ILLICIT DISCHARGE. FULL CITY REQUIREMENTS AND ARE OUTLINED AND CLARIFIED IN THE MANUAL UNDER CHAPTER 4: CONSTRUCTION CONTROL MEASURES AND SHOULD BE
USED TO IDENTIFY AND DEFINE WHAT IS NEEDED ON A PROJECT.
2.THE DEVELOPER SHALL MAKE THEMSELVES THOROUGHLY FAMILIAR WITH THE PROVISIONS AND THE CONTENT OF THE SPECIFICATIONS LAID OUT IN THE MANUAL, THE DEVELOPMENT AGREEMENT,
THE EROSION CONTROL MATERIALS COMPILED FOR THIS PROJECT, AND THE FOLLOWING NOTES AS ALL THESE MATERIALS ARE APPLICABLE TO THIS PROJECT.
3.THE DEVELOPER SHALL IMPLEMENT AND MAINTAIN CONTROL MEASURES FOR ALL POTENTIAL POLLUTANTS FROM THE START OF LAND DISTURBING ACTIVITIES UNTIL FINAL STABILIZATION OF THE
CONSTRUCTION SITE.
4.THE CITY EROSION CONTROL INSPECTOR SHALL BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO THE DESIRED START OF ANY CONSTRUCTION ACTIVITIES ON THIS SITE TO ALLOW
ADEQUATE TIME FOR ON-SITE CONFIRMATION (INITIAL INSPECTION WHICH CAN TAKE UP TO TWO BUSINESS DAYS AFTER RECEIVING THE REQUEST) THAT THE SITE IS IN FACT PROTECTED FROM
SEDIMENT AND POLLUTANTS DISCHARGES OFF SITE. PLEASE CONTACT EROSION@FCGOV.COM EARLY TO SCHEDULE THOSE INITIAL EROSION CONTROL INSPECTIONS WELL IN ADVANCE SO THAT
DEMOLITION, CLEARING, GRUBBING, TREE REMOVAL, AND SCRAPING MAY BEGIN WITHOUT DELAY. FAILURE TO RECEIVE AN ON-SITE CONFIRMATION BEFORE CONSTRUCTION ACTIVITIES
COMMENCE IS AN AUTOMATIC “NOTICE OF VIOLATION” AND CAN RESULT IN FURTHER ENFORCEMENT ACTIONS.
5.THE DEVELOPER SHALL PROACTIVELY PROVIDE ALL APPROPRIATE CONTROL MEASURES TO PREVENT DAMAGE TO ADJACENT DOWNSTREAM AND LEEWARD PROPERTIES. THIS INCLUDES BUT IS NOT
LIMITED TO: TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES, CREEKS, WETLANDS, STREAMS, RIVERS, AND UTILITIES THAT ARE NOT DESIGNED FOR REMOVAL, RELOCATION, OR
REPLACEMENT IN THE COURSE OF CONSTRUCTION.
6.AT ALL TIMES THE DEVELOPER SHALL BE RESPONSIBLE TO ENSURE ADEQUATE CONTROL MEASURES ARE DESIGNED, SELECTED, INSTALLED, MAINTAIN, REPAIRED, REPLACED, AND ULTIMATELY
REMOVED IN ORDER TO PREVENT AND CONTROL EROSION SUSPENSION, SEDIMENT TRANSPORTATION, AND POLLUTANT DISCHARGE AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH
THIS PROJECT.
7.ALL APPLICABLE CONTROL MEASURES BASED UPON THE SEQUENCING AND/OR PHASING OF THE PROJECT SHALL BE INSTALLED PRIOR TO THOSE CONSTRUCTION ACTIVITIES COMMENCING.
8.AS DYNAMIC CONDITIONS (DUE TO THE NATURE, TIMING, SEQUENCE, AND PHASING OF CONSTRUCTION) IN THE FIELD MAY WARRANT CONTROL MEASURES IN ADDITION, OR DIFFERENT, TO WHAT
IS SHOWN ON THESE PLANS, THE DEVELOPER SHALL AT ALL TIMES BE RESPONSIBLE TO IMPLEMENT THE CONTROL MEASURES THAT ARE MOST EFFECTIVE WITH THE CURRENT STATE AND PROGRESS OF
CONSTRUCTION. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AND/OR AS DIRECTED BY THE CITY EROSION CONTROL INSPECTOR. THE DEVELOPER
SHALL INSURE THAT ALL EROSION CONTROL PLANS (MAPS) OR SWMP DOCUMENTS ARE UPDATED TO REFLECT THE CURRENT SITE CONDITIONS, WITH UPDATES BEING INITIALED AND DATED. THESE
SITE INSPECTIONS AND SITE CONDITION UPDATES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY.
9.ALL LISTINGS, PROVISIONS, MATERIALS, PROCEDURES, ACTIVITIES, SITE WORK AND THE LIKE ARTICULATED IN THIS OR OTHER WRITTEN SITE-SPECIFIC DOCUMENTS (INCLUDING BUT NOT LIMITED TO THE
EROSION CONTROL REPORTS, DEVELOPMENT AGREEMENTS, LANDSCAPE, AND DRAINAGE MATERIALS) SHALL MEET OR EXCEED THE MOST RESTRICTIVE LANGUAGE FOR CITY, COUNTY, STATE, AND
FEDERAL REGULATIONS WITH REGARDS TO EROSION, SEDIMENT, POLLUTANT, AND OTHER POLLUTION SOURCE CONTROL MEASURES. THE DEVELOPER SHALL BE RESPONSIBLE TO COMPLY WITH ALL
OF THESE AFOREMENTIONED LAWS AND REGULATIONS.
10.THE DEVELOPER SHALL ENSURE THAT ALL APPROPRIATE PERMITS (CDPS GENERAL PERMIT STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, DEWATERING, CLEAN WATER
ACT, ARMY CORPS OF ENGINEERS' 404 WETLANDS MITIGATION PERMIT, ETC.) HAVE BEEN ATTAINED PRIOR TO THE RELEVANT ACTIVITY HAS BEGUN. THESE PERMITS OR COPIES SHALL BE MADE
AVAILABLE UPON REQUEST BY THE CITY.
11.THE DEVELOPER SHALL FURNISH ALL CONVENIENCES AND ASSISTANCES TO AID THE EROSION CONTROL INSPECTORS OF MATERIALS, WORKMANSHIP, RECORDS, AND SELF-INSPECTIONS, ETC. OF
THE CONTROL MEASURES INVOLVED IN THE CONSTRUCTION ACTIVITIES.
12.THE DEVELOPER SHALL REQUEST CLARIFICATION OF ALL APPARENT SITE CONSTRUCTION ISSUES THAT MAY ARISE DUE TO INCONSISTENCIES IN CONSTRUCTION PLANS FOR THE SITE OR SITE
CONDITIONS AROUND THE SELECTED CONTROL MEASURES BY CONTACTING THE EROSION CONTROL INSPECTOR. THE EROSION CONTROL INSPECTOR WILL NOT BE RESPONSIBLE FOR ANY
EXPLANATIONS, INTERPRETATIONS, OR SUPPLEMENTARY DATA PROVIDED BY OTHERS.
13.ALL CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL.
14.THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL CONTROL MEASURES AS SITE CONDITIONS WARRANT, TO THE EXTENT AUTHORIZED BY RELEVANT LEGAL AUTHORITY.
15.AS WITH ANY CONSTRUCTION STANDARDS, OCCASIONS MAY ARISE WHERE THE MINIMUM EROSION CONTROL STANDARDS ARE EITHER INAPPROPRIATE OR CANNOT BE JUSTIFIED. IN THESE CASES,
A VARIANCE TO THESE STANDARDS MAY BE APPLIED FOR PURSUANT TO THE TERMS, CONDITIONS, AND PROCEDURES OF THE MANUAL.
16.INSPECTION. THE CONTRACTOR SHALL INSPECT SITE POLLUTANT SOURCES AND IMPLEMENT CONTROL MEASURES AT A MINIMUM OF ONCE EVERY TWO WEEKS DURING CONSTRUCTION AND WITHIN
24 HOURS FOLLOWING A PRECIPITATION EVENT. DOCUMENTATION OF EACH INSPECTION SHALL BE RECORDED AND RETAINED BY THE CONTRACTOR.
17.ALL TEMPORARY CONTROL MEASURES SHALL BE CLEANED, REPAIRED, OR RECONSTRUCTED AS NECESSARY IN ORDER TO ASSURE CONTINUAL PERFORMANCE OF THEIR INTENDED FUNCTION. ALL
RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO
ANY DRAINAGE WAY.
18.ANY CONTROL MEASURE MAY BE SUBSTITUTED FOR ANOTHER STANDARD CONTROL MEASURE SO LONG AS THAT CONTROL MEASURE IS EQUAL TO, OR OF GREATER PROTECTION THAN THE
ORIGINAL CONTROL MEASURE THAT WAS TO BE USED IN THAT LOCATION. (EX. SILT FENCE, FOR WATTLES, OR FOR COMPACT BERMS) WATTLE ALONE ON COMMERCIAL CONSTRUCTION SITES HAVE
SHOWN TO BE AN INEFFECTIVE SUBSTITUTE FOR SILT FENCE OR COMPACT BERMS UNLESS IT IS ACCOMPANIED BY A CONSTRUCTION FENCE TO PREVENT VEHICLE TRAFFIC.
19.ANY IMPLEMENTATION OR REPLACEMENT OF EXISTING CONTROL MEASURES FOR A NON-STANDARD CONTROL, OR ALTERNATIVE CONTROL MEASURE, SHALL REQUIRE THE REVIEW AND
ACCEPTANCE BY THE CITY EROSION CONTROL STAFF BEFORE THE MEASURE WILL BE ALLOWED TO BE USED ON THIS PROJECT. THESE CONTROL MEASURES' DETAILS SHALL BE SUBMITTED, REVIEWED
AND ACCEPTED TO BE IN ACCORDANCE WITH THE EROSION CONTROL CRITERIA BASED UPON THE FUNCTIONALITY AND EFFECTIVENESS IN ACCORDANCE WITH SOUND ENGINEERING AND
HYDROLOGICAL PRACTICES
LAND DISTURBANCE, STOCKPILES, AND STORAGE OF SOILS
20.THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. OFF ROAD STAGING AREAS OR STOCKPILES MUST BE PREAPPROVED BY THE CITY.
DISTURBANCES BEYOND THESE LIMITS WILL BE RESTORED TO ORIGINAL CONDITION.
21.PRE-DISTURBANCE VEGETATION SHALL BE IDENTIFIED, PROTECTED, AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA
REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. THIS SHOULD INCLUDE SEQUENCING AND PHASING CONSTRUCTION ACTIVITIES IN A
WAY SO THAT THE SOIL IS NOT EXPOSED FOR LONG PERIODS OF TIME BY SCHEDULE OR LIMIT GRADING TO SMALL AREAS. THIS SHOULD ALSO INCLUDE WHEN PRACTICAL ADVANCING THE
SCHEDULE ON STABILIZATION ACTIVITIES SUCH THAT LANDSCAPING TAKES PLACE SHORTLY IF NOT IMMEDIATELY AFTER GRADING HAS OCCURRED. VEGETATION EFFORTS SHALL START AS SOON AS
POSSIBLE TO RETURN THE SITE TO A STABILIZED CONDITION. SENSITIVE AREAS SHOULD AVOID CLEARING AND GRADING ACTIVITIES AS MUCH POSSIBLE.
22.ALL EXPOSED SOILS OR DISTURBED AREAS ARE CONSIDERED A POTENTIAL POLLUTANT AND SHALL HAVE CONTROL MEASURES IMPLEMENTED ON THE SITE TO PREVENT MATERIALS FROM LEAVING
THE SITE.
23.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION AT ALL TIMES BY
EQUIPMENT TRACKING, SCARIFYING OR DISKING THE SURFACE ON A CONTOUR WITH A 2 TO 4 INCH MINIMUM VARIATION IN SOIL SURFACE UNTIL MULCH, VEGETATION, AND/OR OTHER
PERMANENT EROSION CONTROL IS INSTALLED.
24.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT THROUGH THE USE OF SURFACE ROUGHENING, WATERING,
AND DOWN GRADIENT PERIMETER CONTROLS. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY WIND IN ACCORDANCE WITH MUNICIPAL CODE §12-150. ALL
STOCKPILES SHALL BE FLATTENED TO MEET GRADE OR REMOVED FROM SITE AS SOON AS PRACTICAL, AND NO LATER THAN THE COMPLETION OF CONSTRUCTION ACTIVITIES OR ABANDONMENT
OF THE PROJECT. ALL OFF-SITE STOCKPILE STORAGE LOCATIONS IN CITY LIMITS SHALL HAVE A STOCKPILE PERMIT FROM THE CITY ENGINEERING DEPARTMENT PRIOR TO USING THE AREA TO STORE
MATERIAL. IF FREQUENT ACCESS FROM HARDSCAPE TO THE STOCKPILE IS NEEDED A STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED.
25.ALL REQUIRED CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC.). ALL OF THE REQUIRED EROSION CONTROL
MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION
CONTROL REPORT.
26.ALL INLETS, CURB-CUTS, CULVERTS, AND OTHER STORM SEWER INFRASTRUCTURE WHICH COULD BE POTENTIALLY IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED WITH CONTROL
MEASURES. MATERIAL ACCUMULATED FROM THIS CONTROL MEASURE SHALL BE PROMPTLY REMOVED AND IN CASES WHERE THE PROTECTION HAS FAILED, THE PIPES SHALL BE THOROUGHLY
CLEANED OUT.
27.ALL STREAMS, STREAM CORRIDORS, BUFFERS, WOODLANDS, WETLANDS, OR OTHER SENSITIVE AREAS SHALL BE PROTECTED FROM IMPACT BY ANY CONSTRUCTION ACTIVITY THROUGH THE USE OF
CONTROL MEASURES.
28.ALL EXPOSED DIRT SHALL HAVE PERIMETER CONTROL. ANY PERIMETER CONTROLS THAT DRAIN OFF OR HAS THE ABILITY TO BE TRACKED ONTO THE NEARBY HARDSCAPE SHALL HAVE SOME FORM
OF EFFECTIVE SEDIMENT CONTROL AS THE, OR AS PART OF THE, PERIMETER CONTROL.
29.ALL EXPOSED SLOPES SHOULD BE PROTECTED. ALL EXPOSED STEEP SLOPES (STEEPER THAN 3:1 H:V) SHALL BE PROTECTED FROM EROSION AND SEDIMENT TRANSPORT THROUGH USE OF CONTROL
MEASURES.
30.NO SOILS SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS AFTER ACTIVITY HAS CEASED BEFORE REQUIRED TEMPORARY SEEDING OR PERMANENT
EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED. THIS IS NOT JUST LIMITED TO PROJECTS THAT ARE ABANDONED; THIS INCLUDES ANY PROJECT THAT IS TEMPORARILY
HALTED AND NO IMMEDIATE ACTIVITY IS TO RESUME WITHIN THE NEXT THIRTY (30) DAYS, UNLESS OTHERWISE APPROVED BY THE CITY EROSION CONTROL INSPECTOR. DURING A SEASON WHEN
SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED WITH OR UNTIL TEMPORARY SEEDING OR PERMANENT EROSION CONTROL
CAN BE PERFORMED.
31.ALL INDIVIDUAL LOTS SHALL HAVE EFFECTIVE SEDIMENT CONTROLS LOCATED ON THE STREET SIDE AND ANY DOWN GRADIENT SIDE. TYPICALLY MOST LOTS DRAIN TO THE FRONT YET ON THOSE
CASES WHERE HOUSES ARE ALONG A POND OR DRAINAGE SWALE HAVE THE LOT DRAIN IN A DIFFERENT DIRECTION THAN THE STREET, THOSE INDIVIDUAL LOTS WILL NEED PROTECTION ON THAT
DOWN GRADIENT SIDE TO PREVENT SEDIMENT FROM LEAVING THE LOT. SEE THE INDIVIDUAL LOT DETAILS FOR FURTHER CLARIFICATION.
VEHICLE TRACKING
32.AT ALL POINTS WHERE VEHICLES EXIT OR LEAVE THE EXPOSED DIRT AREA ON TO A HARDSCAPE OR SEMI HARDSCAPE (CONCRETE, ASPHALT, ROAD BASE, ETC.) SHALL HAVE INSTALLED AT LEAST
ONE STRUCTURAL TRACKING CONTROL MEASURE TO PREVENT VEHICLE TRACKING. ALL AREAS NOT PROTECTED BY AN ADEQUATE PERIMETER CONTROL SHALL BE CONSIDERED A POINT WHERE
VEHICLES EXIT THE SITE. ACCESS POINTS SHOULD BE LIMITED TO AS FEW ENTRANCES AS POSSIBLE (ALL PERIMETER AREAS SHALL BE PROTECTED FROM TRACKING ACTIVITIES).
33.IN ALL AREAS THAT THE STRUCTURAL TRACKING CONTROL MEASURES FAIL TO PREVENT VEHICLE TRACKING, COLLECTION AND PROPER DISPOSAL OF THAT MATERIAL IS REQUIRED. ALL INLETS
LOCATED NEAR ACCESS POINTS AND AFFECTED BY TRACKING ACTIVITIES SHALL BE PREVENTED FROM THE INTRODUCTION OF SEDIMENT INTO THE DRAINAGE SYSTEM.
34.CITY MUNICIPAL CODE §20-62, AMONG OTHER THINGS, PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY SOURCE.
CITY MUNICIPAL CODE, §26-498, AMONG OTHER THINGS, PROHIBITS THE DISCHARGE OF POLLUTANTS ON PUBLIC OR PRIVATE PROPERTY IF THERE IS A SIGNIFICANT POTENTIAL FOR MIGRATION OF
SUCH POLLUTANT. THEREFORE, ALL TRACKED OR DEPOSITED MATERIALS (INTENTIONAL OR INADVERTENT) ARE NOT PERMITTED TO REMAIN ON THE STREET OR GUTTER AND SHALL BE REMOVED AND
LEGALLY DISPOSED OF BY THE DEVELOPER IN A TIMELY AND IMMEDIATE MANNER. DIRT RAMPS INSTALLED IN THE CURB-LINES ARE NOT EXEMPT TO THESE SECTIONS OF CODE AND SHALL NOT BE
PERMITTED IN THE STREET RIGHT OF WAY (PUBLIC OR PRIVATE).
35.IF REPEATED DEPOSIT OF MATERIAL OCCURS ON A SITE, ADDITIONAL STRUCTURAL TRACKING CONTROLS MAY BE REQUIRED OF THE DEVELOPER BY THE CITY EROSION CONTROL INSPECTOR.
LOADING AND UNLOADING OPERATIONS
36.THE DEVELOPER SHALL APPLY CONTROL MEASURE TO LIMIT TRAFFIC (SITE WORKER OR PUBLIC) IMPACTS AND PROACTIVELY LOCATE MATERIAL DELIVERED TO THE SITE IN CLOSE PROXIMITY TO THE
WORK AREA OR IMMEDIATELY INCORPORATED IN THE CONSTRUCTION TO LIMIT OPERATIONAL IMPACTS TO DISTURBED AREAS, VEHICLE TRACKING, AND SEDIMENT DEPOSITION THAT COULD
IMPACT WATER QUALITY.
OUTDOOR STORAGE OR CONSTRUCTION SITE MATERIALS, BUILDING MATERIALS, FERTILIZERS, AND CHEMICALS
37.ANY MATERIALS OF A NON-POLLUTING NATURE (STEEL, ROCK, BRICK, LUMBER, ETC.) SHALL BE INSPECTED FOR ANY RESIDUE COMING OFF THE MATERIAL DURING ROUTINE INSPECTION AND WILL
GENERALLY BE LOCATED WHERE PRACTICAL AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS.
38.ANY HIGH ENVIRONMENTAL IMPACT POLLUTANT MATERIALS THAT HAVE A HIGH LIKELIHOOD TO RESULT IN DISCHARGE WHEN IN CONTACT WITH STORMWATER (LUBRICANTS, FUELS, PAINTS,
SOLVENTS, DETERGENTS, FERTILIZERS, CHEMICAL SPRAYS, BAGS OF CEMENT MIX, ETC.) SHOULD NOT BE KEPT ON SITE WHERE PRACTICAL. WHEN NOT PRACTICAL, THEY SHOULD BE STORED INSIDE
(VEHICLE, TRAILER, CONNEX, BUILDING, ETC.) AND OUT OF CONTACT WITH STORMWATER OR STORMWATER RUNOFF. WHERE NOT AVAILABLE, THEY SHALL BE STORED OUTSIDE IN A RAISED (HIGH
SPOTS OR ON PALLETS), COVERED (PLASTIC OR TARPED), AND SEALED (LEAK PROOF CONTAINER) IN SECONDARY CONTAINMENT LOCATION. THE SECONDARY CONTAINMENT OR OTHER
CONTROL MEASURE SHALL BE ADEQUATELY SIZED, LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND
SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS.
VEHICLE AND EQUIPMENT MAINTENANCE AND FUELING
39.PARKING, REFUELING, AND MAINTENANCE OF VEHICLES AND EQUIPMENT SHOULD BE LIMITED IN ONE AREA OF THE SITE TO MINIMIZE POSSIBLE SPILLS AND FUEL STORAGE AREAS. THIS AREA SHALL
BE LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE
ROUTINE INSPECTIONS. ALL AREAS SHALL KEEP SPILL KITS AND SUPPLIES CLOSE.
SIGNIFICANT DUST OR PARTICULATE GENERATING PROCESS
40.THE PROPERTY MUST BE ACTIVELY PREVENTING THE EMISSION OF FUGITIVE DUST AT ALL TIMES DURING CONSTRUCTION AND VEGETATION ACTIVITIES. ALL LAND DISTURBING ACTIVITIES THAT RESULT
IN FUGITIVE DUST SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 TO REDUCE THE IMPACTS TO ADJACENT PROPERTIES AND COMMUNITY HEALTH. ALL REQUIRED PRACTICES SHALL BE
IMPLEMENTED AND ADDITIONAL ONES SHALL BE FOLLOWED. THESE PRACTICES INCLUDE WATERING THE SITES AND DISCONTINUING CONSTRUCTION ACTIVITIES UNTIL THE WIND SUBSIDES AS
DETERMINED BY ANY CITY INSPECTORS.
CONCRETE TRUCK / EQUIPMENT WASHING, INCLUDING THE CONCRETE TRUCK CHUTE AND ASSOCIATED FIXTURES AND EQUIPMENT
41.ALL CONCRETE AND EQUIPMENT WASHING SHALL USE STRUCTURAL CONTROL MEASURES APPROPRIATE TO THE VOLUME OF WASH AND FREQUENCY OF USE. THESE CONTROL MEASURES SHALL BE
LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE
INSPECTIONS. THESE AREAS SHALL BE CLEARLY IDENTIFIED AND PROTECTED FROM ANY WASH FROM LEAVING THE CONTROL MEASURE. IF FREQUENT ACCESS FROM HARDSCAPE TO THE CONTROL
MEASURE IS TO OCCUR, A STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. THESE CONTROL MEASURES SHALL BE FREQUENTLY CLEANED OUT.
42.THE DEVELOPER IS RESPONSIBLE FOR ENSURING WASHING ACTIVITY IS TAKING PLACE AT THE APPROPRIATE CONTROL MEASURE AND SITE WORKERS ARE NOT WASHING OR DUMPING WASH WATER
ON TO THE DIRT OR OTHER UNCONTROLLED LOCATIONS.
DEDICATED ASPHALT AND CONCRETE BATCH PLANTS
43.DEDICATED ASPHALT AND CONCRETE BATCH PLANTS ARE NOT ACCEPTABLE ON CONSTRUCTION SITES WITHIN THE CITY OF FORT COLLINS WITHOUT AN EXPRESSED WRITTEN REQUEST AND PLAN TO
REDUCE POLLUTANTS ASSOCIATED WITH THAT TYPE OF ACTIVITY AND APPROVAL BY THE CITY OF FORT COLLINS SPECIFICALLY THE EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INFORM
THE EROSION CONTROL INSPECTION STAFF OF ANY DEDICATED ASPHALT, OR CONCRETE BATCH PLANTS THAT IS TO BE USED ON SITE.
CONCRETE SAW CUTTING MATERIALS
44.SAW CUTTING MATERIAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 FOR AIR EMISSIONS AND ALL WATER APPLICATIONS TO THE SAW CUTTING SHALL PREVENT MATERIAL FROM
LEAVING THE IMMEDIATE SITE AND COLLECTED. THESE CUTTING LOCATIONS, ONCE DRIED, SHALL BE SWEPT AND SCRAPED OF ALL MATERIAL AND SHALL HAVE PROPER AND LEGAL DISPOSAL.
WASTE MATERIALS STORAGE AND SANITARY FACILITIES
45.TRASH, DEBRIS, MATERIAL SALVAGE, AND/OR RECYCLING AREAS SHALL BE, WHERE PRACTICAL, AT LEAST FIFTY FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE
WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE FACILITIES SHOULD BE LOCATED OUT OF THE WIND AND COVERED AS ABLE. WHERE NOT ABLE TO COVER,
LOCATING SAID AREAS ON THE SIDE OF OTHER STRUCTURES TO REDUCE EXPOSURE TO WINDS, AND FOLLOW MAXIMUM LOADING GUIDELINES AS MARKED ON THE CONTAINER. THE DEVELOPER IS
REQUIRED TO PRACTICE GOOD HOUSEKEEPING TO KEEP THE CONSTRUCTION SITE FREE OF LITTER, CONSTRUCTION DEBRIS, AND LEAKING CONTAINERS.
46.SANITARY FACILITIES SHALL BE PREVENTED FROM TIPPING THROUGH THE USE OF ANCHORING TO THE GROUND OR LASHING TO A STABILIZED STRUCTURE. THESE FACILITIES SHALL ALSO BE LOCATED
AS FAR AS PRACTICAL FROM AN INLET, CURB CUT, DRAINAGE SWALE OR OTHER DRAINAGE CONVEYANCES TO PREVENT MATERIAL TRANSPORT FROM LEAVING THE LOCAL AREA. THIS CONSISTS
OF THE FACILITY BEING LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS.
OTHER SITE OPERATIONS AND POTENTIAL SPILL AREAS
47.SPILLS: FOR THOSE MINOR SPILLS THAT; ARE LESS THAN THE STATE'S REPORTABLE QUANTITY FOR SPILLS, STAY WITHIN THE PERMITTED AREA, AND IN NO WAY THREATEN ANY STORMWATER
CONVEYANCE, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY EMAIL AT EROSION@FCGOV.COM OR PHONE (970) 817-4770. FOR ANY SIGNIFICANT, MAJOR, OR HAZARDOUS SPILLS, NOTIFY THE
CITY OF FORT COLLINS UTILITIES BY PHONE ONLY AFTER EMERGENCY RESPONSE (911) HAS BEEN NOTIFIED AND IS ON ROUTE, COUNTY HEALTH DEPARTMENT (LCDHE) HAS BEEN NOTIFIED THROUGH
LARIMER COUNTY SHERIFF DISPATCH (970) 416-1985, AND THE STATE SPILL HOTLINE INCIDENT REPORTING HAVE BEEN CONTACTED 1-877-518-5608. WRITTEN DOCUMENTATION SHALL BE PROVIDED
TO THE CITY WITHIN 5 DAYS OF THE EVENT. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY.
48.SELECTION OF “PLASTIC WELDED” EROSION CONTROL BLANKETS SHALL NOT BE USED IN AREAS THAT WILDLIFE, SUCH AS SNAKES, ARE LIKELY TO BE LOCATED AS THESE HAVE PROVEN TO CAUSE
ENTRAPMENT ISSUES.
FINAL STABILIZATION AND PROJECT COMPLETION
49.ANY STORMWATER FACILITIES USED AS A TEMPORARY CONTROL MEASURE WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE
TURNING THE MAINTENANCE OVER TO THE OWNER, HOMEOWNERS ASSOCIATION (HOA), OR OTHER PARTY RESPONSIBLE FOR LONG TERM MAINTENANCE OF THOSE FACILITY.
50.ALL FINAL STABILIZATION SPECIFICATIONS SHALL BE DONE IN ACCORDANCE WITH THE MANUAL, CHAPTER 4: CONSTRUCTION CONTROL MEASURES.
51.ALL DISTURBED AREAS DESIGNED TO BE VEGETATED SHALL BE AMENDED, SEEDED & MULCHED, OR LANDSCAPED AS SPECIFIED IN THE LANDSCAPE PLANS WITHIN 14 WORKING DAYS OF FINAL
GRADING.
52.SOIL IN ALL VEGETATED (LANDSCAPED OR SEEDED) AREAS, INCLUDING PARKWAYS AND MEDIANS SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH IN SECTIONS 12-130 THROUGH 12-132 OF
THE CITY MUNICIPAL CODE, AS WELL AS SECTION 3.8.21 FOR THE CITY LAND USE CODE.
53.ALL SEEDING SHALL REFER TO LANDSCAPING PLANS FOR SPECIES MIXTURE AND APPLICATION RATES AND DEPTHS REQUIREMENTS.
54.ALL SEED SHALL BE DRILLED WHERE PRACTICAL TO A DEPTH BASED UPON THE SEED TYPE. BROADCAST SEEDING SHALL BE APPLIED AT DOUBLE THE RATE AS PRESCRIBED FOR DRILL SEEDING AND
SHALL BE LIGHTLY HAND RAKED AFTER APPLICATION. HYDROSEEDING MAY BE SUBSTITUTED FOR DRILL SEEDING ON SLOPES STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT PRACTICAL TO DRILL
SEED AND CRIMP AND MULCH. ALL HYDROSEEDING MUST BE CONDUCTED AS TWO SEPARATE PROCESSES OF SEEDING AND TACKIFICATION.
55.ALL SEEDED AREAS MUST BE MULCHED WITHIN TWENTY-FOUR (24) AFTER PLANTING. ALL MULCH SHALL BE MECHANICALLY CRIMPED AND OR ADEQUATELY APPLIED TACKIFIER. THE USE OF CRIMPED
MULCH OR TACKIFIER MAY REQUIRE MULTIPLE RE-APPLICATIONS IF NOT PROPERLY INSTALLED OR HAVE WEATHERED OR DEGRADED BEFORE VEGETATION HAS BEEN ESTABLISHED. AREAS OF
EMBANKMENTS HAVING SLOPES GREATER THAN OR EQUAL TO 3H:1V SHALL BE STABILIZED WITH AN EROSION MAT OR APPROVED EQUAL TO ENSURE SEED WILL BE ABLE TO GERMINATE ON THE
STEEP SLOPES. DURING A SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED ALONG WITH, OR UNTIL,
TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED.
56.THE DEVELOPER SHALL WARRANTY AND MAINTAIN ALL VEGETATIVE MEASURES FOR TWO GROWING SEASONS AFTER INSTALLATION OR UNTIL SEVENTY PERCENT (70%) VEGETATIVE COVER HAS BEEN
ESTABLISHED, WHICHEVER IS LONGER AND MEETS ALL THE CRITERIA OUTLINED IN THE FORT COLLINS STORMWATER CRITERIA MANUAL CHAPTER 4: CONSTRUCTION CONTROL MEASURES.
57.THE DEVELOPER SHALL MAINTAIN, MONITOR, REPAIR, AND REPLACE ANY AND ALL APPLICABLE CONTROL MEASURES UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. ALL CONTROL MEASURES
MUST REMAIN UNTIL SUCH TIME AS ALL UPSTREAM CONTRIBUTING POLLUTANT SOURCES HAVE BEEN VEGETATED OR REMOVED FROM THE SITE. WHEN ANY CONTROL MEASURE IS REMOVED, THE
DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEANUP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM THAT CONTROL MEASURE. AT THE POINT AT WHICH THE SITE HAS BEEN DEEMED
STABILIZED AND VERIFIED BY CITY EROSION CONTROL INSPECTOR, ALL TEMPORARY CONTROL MEASURES CAN THEN BE FULLY REMOVED. ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER
FINAL STABILIZATION IS ACHIEVED.
58.THE RESPONSIBLE PARTY SHALL MAINTAIN AND KEEP CURRENT ALL PAYMENTS OR RELATED FORMS OF SECURITY FOR THE EROSION CONTROL ESCROW UNTIL 1) STABILIZATION HAS BEEN REACHED
AND 2) ALL CONTROL MEASURES AND/OR BMPS HAVE SEDIMENT MATERIALS COLLECTED AND THE CONTROL MEASURE REMOVED FROM THE SITE. AT THAT TIME THE SITE WILL BE CONSIDERED
COMPLETED AND ANY REMAINING EROSION CONTROL ESCROW SHALL BE RETURNED TO THE APPROPRIATE PARTIES.
B.STREET IMPROVEMENT NOTES
1.ALL STREET CONSTRUCTION IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS AS WELL AS THE STREET IMPROVEMENTS NOTES LISTED HERE.
2.A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO THE LOCAL ENTITY ENGINEER FOR APPROVAL, PRIOR TO ANY STREET
CONSTRUCTION ACTIVITY, (FULL DEPTH ASPHALT SECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). THE JOB MIX SHALL BE SUBMITTED FOR APPROVAL PRIOR TO
PLACEMENT OF ANY ASPHALT.
3.WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM DISTANCE OF 12 INCHES FROM THE EXISTING EDGE, TO CREATE A CLEAN
CONSTRUCTION JOINT. THE DEVELOPER SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN BE MADE. WHEEL CUTS SHALL NOT BE
ALLOWED UNLESS APPROVED BY THE LOCAL ENTITY ENGINEER.
4.STREET SUBGRADES SHALL BE SCARIFIED THE TOP 12 INCHES AND RE-COMPACTED PRIOR TO SUBBASE INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE SUBGRADE HAS BEEN INSPECTED
AND APPROVED BY THE LOCAL ENTITY ENGINEER.
5.FT. COLLINS ONLY. VALVE BOXES AND MANHOLES ARE TO BE BROUGHT UP TO GRADE AT THE TIME OF PAVEMENT PLACEMENT OR OVERLAY. VALVE BOX ADJUSTING RINGS ARE NOT ALLOWED.
6.WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE
DOCUMENTED BY THE INSPECTOR BEFORE ANY CUTS ARE MADE. CUTTING AND PATCHING SHALL BE DONE IN CONFORMANCE WITH CHAPTER 25, RECONSTRUCTION AND REPAIR. THE FINISHED
PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER. ALL OVERLAY WORK
SHALL BE COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT FUTURE PROJECTS DO NOT CUT THE NEW ASPHALT OVERLAY WORK.
7.ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THESE PLANS OR AS OTHERWISE SPECIFIED IN M.U.T.C.D. (INCLUDING COLORADO SUPPLEMENT) AND AS PER THE
RIGHT-OF-WAY WORK PERMIT TRAFFIC CONTROL PLAN.
8.THE DEVELOPER IS REQUIRED TO PERFORM A GUTTER WATER FLOW TEST IN THE PRESENCE OF THE LOCAL ENTITY INSPECTOR AND PRIOR TO INSTALLATION OF ASPHALT. GUTTERS THAT HOLD MORE
THAN ¼ INCH DEEP OR 5 FEET LONGITUDINALLY, OF WATER, SHALL BE COMPLETELY REMOVED AND RECONSTRUCTED TO DRAIN PROPERLY.
9.PRIOR TO PLACEMENT OF H.B.P. OR CONCRETE WITHIN THE STREET AND AFTER MOISTURE/DENSITY TESTS HAVE BEEN TAKEN ON THE SUBGRADE MATERIAL (WHEN A FULL DEPTH SECTION IS
PROPOSED) OR ON THE SUBGRADE AND BASE MATERIAL (WHEN A COMPOSITE SECTION IS PROPOSED), A MECHANICAL "PROOF ROLL" WILL BE REQUIRED. THE ENTIRE SUBGRADE AND/OR BASE
MATERIAL SHALL BE ROLLED WITH A HEAVILY LOADED VEHICLE HAVING A TOTAL GVW OF NOT LESS THAN 50,000 LBS. AND A SINGLE AXLE WEIGHT OF AT LEAST 18,000 LBS. WITH PNEUMATIC TIRES
INFLATED TO NOT LESS THAT 90 P.S.I.G. “PROOF ROLL” VEHICLES SHALL NOT TRAVEL AT SPEEDS GREATER THAN 3 M.P.H. ANY PORTION OF THE SUBGRADE OR BASE MATERIAL WHICH EXHIBITS
EXCESSIVE PUMPING OR DEFORMATION, AS DETERMINED BY THE LOCAL ENTITY ENGINEER, SHALL BE REWORKED, REPLACED OR OTHERWISE MODIFIED TO FORM A SMOOTH, NON-YIELDING
SURFACE. THE LOCAL ENTITY ENGINEER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE “PROOF ROLL.” ALL “PROOF ROLLS” SHALL BE PREFORMED IN THE PRESENCE OF AN INSPECTOR.
C.TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES
1.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.
2.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC.
3.ALL SIGNAGE SHALL BE PER LOCAL ENTITY STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.
4.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.
5.ALL LANE LINES SHALL BE LATEX PAINT.
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND PLACEMENT OF THE SAME. THEIR
PLACEMENT SHALL BE APPROVED BY THE LOCAL TRAFFIC ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS.
7.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
8.LATEX PAINT APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
9.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
10.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
11.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE LOCAL ENTITY ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE
CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
12.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES.
13.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
14.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD, THE LOCAL ENTITY ENGINEER RESERVES THE
RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE LOCAL ENTITY ENGINEER DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE
MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR
ON TRAFFIC MARKINGS).
15.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL.
16.CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS IN CONSTRUCTION AREA. CONTRACTOR MAY KEEP THE SIGNS, OR CALL THE CITY TRAFFIC
DIVISION TO HAVE THEM REMOVED.
17.NO "RESET" ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS WILL BE ACCEPTED.
18.ALL ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS SHALL BE NEW AND BE CONSISTENT WITH THE LCUASS CRITERIA.
D.STORM DRAINAGE NOTES
1.THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES
SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S).
2.ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY, FINAL DRAINAGE REPORT FOR HEARTSIDE HILL BY HIGHLAND DEVELOPMENT SERVICES, SHALL BE FOLLOWED
AND IMPLEMENTED.
3.SEE CITY OF FORT COLLINS STORMWATER CRITERIA MANUAL - APPENDIX F CONSTRUCTION CONTROL MEASURES STANDARD NOTES AND STANDARD EROSION CONTROL NOTES.
E. WATERLINE NOTE
1.THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY.
F. WATERLINE & SEWER NOTES
1.ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS UTILITIES STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF CONSTRUCTION.
2.ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS UTILITIES STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF CONSTRUCTION.
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APPROX LIMITS OF SAWCUT LINE
DEMO STRUCTURE/UTILITY/
LIGHT/ ETC
DEMO ASPHALT / SITE FEATURES
DEMO UTILITIES
LEGEND
NOTES:
1.ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED FROM A
COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS, AND
PHYSICAL OBSERVATIONS. THERE MAY BE OTHER UTILITIES NOT SHOWN WHICH
PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE
CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES
IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR
SHALL COORDINATE AND PROVIDE PROTECTION OF CONFLICTING UTILITIES.
NOTIFY OWNER/ENGINEER IF ANY CONFLICTS ARE ENCOUNTERED. THE OWNER
AND/OR ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR
COMPLETENESS SHOWN.
2.COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE
ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER,
ARCHITECT, AND RELEVANT CONSTRUCTION AND/OR PHASING PLANS.
ADDITIONAL DEMOTION OF PAVING, TREES, UTILITIES, STRUCTURES, ETC. TO BE
PERFORMED AS REQUIRED.
3.ALL EXISTING UTILITIES TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE.
4.CONTRACTOR RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT TO
RESTORE SIDEWALKS, PAVEMENT, CURB/GUTTER AND SOD AREAS DISTURBED
BY NEW WORK. REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY OF
FORT COLLINS STANDARDS AT CONTRACTOR EXPENSE.
5.EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED
PRIOR TO EXCAVATION. REMOVE CONCRETE TO THE NEAREST JOINT.
6.CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES
DURING CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL
PROPOSED AND EXISTING INLETS DOWNSTREAM FROM CONSTRUCTION AREA.
EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL
CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY
VEGETATED.
7.LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE
APPROXIMATE. LIMITS OF REMOVAL TO BE DETERMINED IN THE FIELD TO
ADEQUATELY COMPLETE THE PROPOSED IMPROVEMENTS, WHILE
MAINTAINING, IF NOT IMPROVING, EXISTING CONDITIONS. ADDITIONAL
REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT CONTRACTOR
EXPENSE. ALL REPAIRS TO BE COMPLETED IN ACCORDANCE WITH CITY STREET
REPAIRS STANDARDS.
8.ALL UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
9.HDS CANNOT BE HELD LIABLE FOR INFORMATION PERFORMED AND/OR
PROVIDED BY OTHERS. NO GUARANTEE IS PROVIDED OR ASSUMED
REGARDING THE ACCURATENESS OF THE EXISTING INFORMATION PROVIDED
BY OR IN REFERENCE TO OTHERS. VERIFY ALL EXISTING CONDITIONS AND
INFORMATION PRIOR TO CONSTRUCTION.
10.POTHOLE INFORMATION PROVIDED BY: ACT UNDERGROUND, LLC DBA
BADGER DAYLIGHTING ON 5-9-24 THRU 5-10-24.
11.GROUND SURVEY PROVIDED BY: MAJESTIC SURVEYING, LLC ON 5-15-24 &
5-29-24.
12.REFERENCE LANDSCAPE PLANS FOR TREE REMOVAL/RELOCATION AND
ADDITIONAL SITE DEMOLITION.
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what'sbelow.
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ENGLISH RANCH SOUTH P.U.D.UNPLATTED
PARCEL 3
PARCEL 2
LOT 10
FRONT RANGE VILLAGE FIRST REPLAT
LOT 11
FRONT RANGE VILLAGE
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
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7/17/24
1" = 40'
N/A
ZMW
JTC
21-1044-00
C0.03
4 59
0
SCALE: 1" = 40'
80402040
N
W E
S
APPROX LIMITS OF SAWCUT LINE
DEMO STRUCTURE/UTILITY/
LIGHT/ ETC
DEMO ASPHALT / SITE FEATURES
DEMO UTILITIES
LEGEND
NOTES:
1.ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED FROM A
COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS, AND
PHYSICAL OBSERVATIONS. THERE MAY BE OTHER UTILITIES NOT SHOWN WHICH
PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE
CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES
IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR
SHALL COORDINATE AND PROVIDE PROTECTION OF CONFLICTING UTILITIES.
NOTIFY OWNER/ENGINEER IF ANY CONFLICTS ARE ENCOUNTERED. THE OWNER
AND/OR ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR
COMPLETENESS SHOWN.
2.COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE
ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER,
ARCHITECT, AND RELEVANT CONSTRUCTION AND/OR PHASING PLANS.
ADDITIONAL DEMOTION OF PAVING, TREES, UTILITIES, STRUCTURES, ETC. TO BE
PERFORMED AS REQUIRED.
3.ALL EXISTING UTILITIES TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE.
4.CONTRACTOR RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT TO
RESTORE SIDEWALKS, PAVEMENT, CURB/GUTTER AND SOD AREAS DISTURBED
BY NEW WORK. REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY OF
FORT COLLINS STANDARDS AT CONTRACTOR EXPENSE.
5.EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED
PRIOR TO EXCAVATION. REMOVE CONCRETE TO THE NEAREST JOINT.
6.CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES
DURING CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL
PROPOSED AND EXISTING INLETS DOWNSTREAM FROM CONSTRUCTION AREA.
EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL
CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY
VEGETATED.
7.LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE
APPROXIMATE. LIMITS OF REMOVAL TO BE DETERMINED IN THE FIELD TO
ADEQUATELY COMPLETE THE PROPOSED IMPROVEMENTS, WHILE
MAINTAINING, IF NOT IMPROVING, EXISTING CONDITIONS. ADDITIONAL
REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT CONTRACTOR
EXPENSE. ALL REPAIRS TO BE COMPLETED IN ACCORDANCE WITH CITY STREET
REPAIRS STANDARDS.
8.ALL UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
9.HDS CANNOT BE HELD LIABLE FOR INFORMATION PERFORMED AND/OR
PROVIDED BY OTHERS. NO GUARANTEE IS PROVIDED OR ASSUMED
REGARDING THE ACCURATENESS OF THE EXISTING INFORMATION PROVIDED
BY OR IN REFERENCE TO OTHERS. VERIFY ALL EXISTING CONDITIONS AND
INFORMATION PRIOR TO CONSTRUCTION.
10.POTHOLE INFORMATION PROVIDED BY: ACT UNDERGROUND, LLC DBA
BADGER DAYLIGHTING ON 5-9-24 THRU 5-10-24.
11.GROUND SURVEY PROVIDED BY: MAJESTIC SURVEYING, LLC ON 5-15-24 &
5-29-24.
12.REFERENCE LANDSCAPE PLANS FOR TREE REMOVAL/RELOCATION AND
ADDITIONAL SITE DEMOLITION.
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what'sbelow.
R
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KINGSLEY COURT NEWBURG COURT HARRINGTON COURT
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LOT 12
FRONT RANGE VILLAGE FIRST REPLAT
TRACT B
ENGLISH RANCH SOUTH P.U.D.
UNPLATTED
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FRONT RANGE VILLAGE FIRST REPLAT
LOT 11
FRONT RANGE VILLAGE
TRACT A
ENGLISH RANCH SOUTH P.U.D.
THIRD FILING
POND 298C
PHASE B
PHASE D
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POND 298C
POND 298A
POND 298B
IN
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C
E
D
R
I
V
E
FORT SUMTER WAY
JU
N
C
T
I
O
N
D
R
I
V
E
FORT SUMTER WAY
UNION PARK AVENUE
FORTITUDE LANE
ZI
E
G
L
E
R
R
O
A
D
(R
O
W
V
A
R
I
E
S
)
GOLDEN GROVE DRIVE GOLDEN GROVE DRIVE
UN
I
O
N
P
A
R
K
A
V
E
N
U
E
SE
N
T
R
Y
L
A
N
E
IR
O
N
L
A
N
E
HERITAGE HILL PLACE
CITADEL PLACE
PHASE G
PHASE A
TERMINATE
SSWR BETWEEN
PHASES
STUB SD W/
PHASE "A"TEMP FH
TEMP FH
TEMP FH
TERMINATE
SSWR BETWEEN
PHASES
TEMP FH
TEMP FH
CONSTRUCT FH
W/ PHASE "A"
CONSTRUCT SSWR
W/ PHASE "A"
STUB SD W/
PHASE "A"
STUB SD W/
PHASE "A"
STUB SD W/
PHASE "A"
TERMINATE
SSWR BETWEEN
PHASES
CONSTRUCT FH
W/ PHASE "A"
CONSTRUCT SSWR
W/ PHASE "E"
TEMP FH
TEMP FH
TERMINATE
SSWR BETWEEN
PHASES
TEMP FH
CONSTRUCT SSWR
W/ PHASE "E"
TEMP FH
TERMINATE
SSWR BETWEEN
PHASES
TEMP FH
TERMINATE
SSWR BETWEEN
PHASES
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
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@
H
i
g
h
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a
n
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-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
PH
A
S
I
N
G
P
L
A
N
7/17/24
1" = 60'
N/A
ZMW
JTC
21-1044-00
C0.04
5 59
N
W E
S
0
SCALE: 1" = 60'
120603060
PHASE A
PHASE B PHASE E
ANTICIPATED CONSTRUCTION SEQUENCE
PHASE C
PHASE GPHASE D
PHASE F
DS DSDS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
UPUP
DSDSDS
DSDSDS
DSDSDS
DS
DS
DS
DS
DS DS
DS DS
DS
DS DS
DS DS
DS
DS
DS
DSDSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DSDSDS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
UPUP
DSDSDSDSDS
DS
DS
DS
DS DS
DS DS
DS DS
DS
DS
DS
DSDS
DS
DS
UP
DS
DSDS
DS
DS
DS
DS DS
DS
DS DSDS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
7
POND 298A
LOT 12
FRONT RANGE VILLAGE FIRST REPLAT
LO
T
1
AFF
I
N
I
T
Y
S
U
B
D
I
V
I
S
I
O
N
UNPLATTED
TRACT A
ENGLISH RANCH SOUTH P.U.D.
THIRD FILING
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 5LOT 4LOT 3LOT 2LOT 1
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 1 LOT 2 LOT 3
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
BLOCK 1 BLOCK 2 BLOCK 3
BLOCK 4BLOCK 5BLOCK 6
BLOCK 7 BLOCK 8 BLOCK 9
BLOCK 10BLOCK 11BLOCK 12
BLOCK 13
BLOCK 18
BLOCK 19
BLOCK 24
BLDG A2
ESMT
EXCLUSION
BLDG A11
ESMT
EXCLUSION
BLDG A10
ESMT
EXCLUSION
BLDG A1
ESMT
EXCLUSION
BLDG A3
ESMT
EXCLUSION
BLDG A4
ESMT
EXCLUSION
EE G1 EE G2EE AG1 EE AG2 EE AG3
TRACT A
DU&AE (PU)
TRACT B
TRACT O
TRACT G
TRACT N
TRACT M
TR
A
C
T
C
DU
&
A
E
(
P
U
)
BLOCK 29
LOT R1
KINGSLEY COURT
NEWBURG COURT HARRINGTON COURT
CO
R
B
E
T
T
D
R
I
V
E
JU
N
C
T
I
O
N
D
R
I
V
E
FORT SUMTER WAY
FORTITUDE LANE
GOLDEN GROVE DRIVE
UN
I
O
N
P
A
R
K
A
V
E
N
U
E
BL
U
E
C
O
A
T
D
R
I
V
E
JU
N
C
T
I
O
N
D
R
I
V
E
UNION PARK AVENUE
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
HO
R
I
Z
O
N
T
A
L
C
O
N
T
R
O
L
P
L
A
N
7/17/24
1" = 40'
N/A
ZMW
JTC
21-1044-00
C1.00
6 59
0
SCALE: 1" = 40'
80402040
N
W E
S
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what'sbelow.
R
NOTES:
1.ALL ROAD AND PARKING DIMENSIONS BASED ON FLOWLINE OR CURB. VERIFY
BUILDING PLAN DIMENSIONS PRIOR TO CONSTRUCTION
2.ALL PARKING STALLS, HANDICAP PARKING STALLS AND ISLES, ARE 9' WIDE AND
17' DEEP UNLESS OTHERWISE NOTED.
3.ALL RETURN CURBS ARE 20' RADIUS UNLESS OTHERWISE NOTED.
4.ALL INTERSECTION RAMPS SHALL CONFORM TO ADA STANDARDS.
5.ALL WALKS ARE A MINIMUM 5' WIDE, WITH EXCEPTION TO ENTRY WALKS TO
INDIVIDUAL BUILDINGS/UNITS, UNLESS OTHERWISE NOTED.
6.CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL PLANS FOR STREET
RIGHT-OF-WAY WORK.
7.TRAFFIC CONTROL, PERMITS, CONSTRUCTION AND FEES ASSOCIATED WITH THE
RIGHT-OF-WAY WORK, ARE THE SOLE RESPONSIBILITY OF THE GENERAL
CONTRACTOR.
8.ALL PAVEMENTS AND EARTHWORK SHALL CONFORM TO THE GEOTECHNICAL
REPORT FOR THE SITE.
9.ALL WORK SHALL CONFORM TO LARIMER COUNTY URBAN AREA STREET
STANDARDS.
10.COORDINATE LOCATION, HEIGHTS, ETC. OF WALLS FENCES, AND SITE
FEATURES WITH LANDSCAPE ARCHITECT.
11.RE: LA FOR CONCRETE SCORING PATTERENS
12.ALL PROPOSED STREETS ARE PRIVATE DRIVES AND PRIVATELY MAINTAINED. SEE
LEGEND ABOVE
13.ALL SIGNING AND MARKING TO BE DONE IN ACCORDANCE WITH CITY OF FORT
COLLINS AND/OR MUTCD STANDARDS.
14.ALL PAVEMENTS SHALL BE DESIGNED TO SUPPORT 80,000 LBS PER FIRE CODE.
CONCRETE SIDEWALK
CONCRETE PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
LIGHT DUTY ASPHALT PAVEMENT
EV INSTALLED
LEGEND
EV READY
EV CAPABLE
P
FIRE LANE
RESERVED
PARKING
VANACCESSIBLE
ENHANCED PEDESTRIAN
CROSSING (RE:LA)
R1-1
WITH PRIVATE DRIVE
SIGNAGE EXAMPLE
UNION PARK AVE3000
PRIVATELY MAINTAINED
DR
4000
PRIVATELY MAINTAINED
JUNCTION
STOP
4" MOUNTABLE CURB W/ 1' SPILL GUTTER
6" VERTICAL CURB W/ 1' SPILL GUTTER
6" VERTICAL CURB W/ 2' CATCH GUTTER
2.0' CURB TRANSITION
4.0' CONCRETE PAN
6.0' CONCRETE PAN
TRASH ENCLOSURE (RE: ARCH)
BIKE RACK (RE: LA)
PARK AMENITY (RE: LA)
1.0' CONCRETE PAN
CURB RAMP
ADA RAMP
1.0' SIDEWALK CHASE
1.5' CONCRETE PAN
1.5' SIDEWALK CHASE
2.0' CONCRETE PAN
2.0' SIDEWALK CHASE
2.0' CONCRETE CHANNEL
EV READY
DS DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
UPUP
DS
DSDS
DSDSDS
DSDS
DSDS
DS
DS
DS
DS DS
DS DS
DS
DS DS
DS DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DSDSDS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
UPUP
DSDSDS
DSDSDS
DSDS
DSDS
DS DS
DS DS
DS
DS DS
DS DS
DS
DS
DS
UPUP
DS
DSDSDS
DSDS
DS
DS
DS DS
DS DS
DS DS
DS
DS
DS
DSDS
DS
DS
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
6
POND
298C
POND
298C
TRACT B
ENGLISH RANCH SOUTH P.U.D.UNPLATTED
LOT 10
FRONT RANGE VILLAGE FIRST REPLAT
LOT 11
FRONT RANGE VILLAGE
POND
298B
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9
LOT 1
LOT 2
LOT 3
LOT 1
LOT 2
LOT 3
BLOCK 13 BLOCK 14 BLOCK 15
BLOCK 16BLOCK 17BLOCK 18
BLOCK 19 BLOCK 20 BLOCK 21
BLOCK 22BLOCK 23BLOCK 24
BL
O
C
K
2
7
BL
O
C
K
2
8
BLDG A9
ESMT
EXCLUSION
BLDG A8
ESMT
EXCLUSION BLDG A7
ESMT
EXCLUSION
BLDG A4
ESMT
EXCLUSION
BLDG A5
ESMT
EXCLUSION
BLDG A6
ESMT
EXCLUSION
LOT C3
LOT C1
LOT C2
EE AG3 EE G3 EE AG4EE G4 EE AG5 EE G5
LOT
MU1
LOT
MU2
TRACT D
TRACT E
TRACT F
TRACT K
TRACT L
TRACT J
TRACT I
TRACT H
BLOCK 25
BLOCK 26
ZI
E
G
L
E
R
R
O
A
D
(R
O
W
V
A
R
I
E
S
)
IN
F
A
N
T
R
Y
T
E
R
R
A
C
E
D
R
I
V
E
UNION PARK AVENUE
IN
F
A
N
T
R
Y
T
E
R
R
A
C
E
D
R
I
V
E
FORT SUMTER WAY
ZI
E
G
L
E
R
R
O
A
D
(R
O
W
V
A
R
I
E
S
)
LO
C
O
M
O
T
I
V
E
D
R
I
V
E
IR
O
N
L
A
N
E
CITADEL PLACE
HERITAGE HILL PLACE
GOLDEN GROVE DRIVE
FORTITUDE LANE
SE
N
T
R
Y
L
A
N
E
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
HO
R
I
Z
O
N
T
A
L
C
O
N
T
R
O
L
P
L
A
N
7/17/24
1" = 40'
N/A
ZMW
JTC
21-1044-00
C1.01
7 59
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what'sbelow.
R
0
SCALE: 1" = 40'
80402040
N
W E
S
NOTES:
1.ALL ROAD AND PARKING DIMENSIONS BASED ON FLOWLINE OR CURB. VERIFY
BUILDING PLAN DIMENSIONS PRIOR TO CONSTRUCTION
2.ALL PARKING STALLS, HANDICAP PARKING STALLS AND ISLES, ARE 9' WIDE AND
17' DEEP UNLESS OTHERWISE NOTED.
3.ALL RETURN CURBS ARE 20' RADIUS UNLESS OTHERWISE NOTED.
4.ALL INTERSECTION RAMPS SHALL CONFORM TO ADA STANDARDS.
5.ALL WALKS ARE A MINIMUM 5' WIDE, WITH EXCEPTION TO ENTRY WALKS TO
INDIVIDUAL BUILDINGS/UNITS, UNLESS OTHERWISE NOTED.
6.CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL PLANS FOR STREET
RIGHT-OF-WAY WORK.
7.TRAFFIC CONTROL, PERMITS, CONSTRUCTION AND FEES ASSOCIATED WITH THE
RIGHT-OF-WAY WORK, ARE THE SOLE RESPONSIBILITY OF THE GENERAL
CONTRACTOR.
8.ALL PAVEMENTS AND EARTHWORK SHALL CONFORM TO THE GEOTECHNICAL
REPORT FOR THE SITE.
9.ALL WORK SHALL CONFORM TO LARIMER COUNTY URBAN AREA STREET
STANDARDS.
10.COORDINATE LOCATION, HEIGHTS, ETC. OF WALLS FENCES, AND SITE
FEATURES WITH LANDSCAPE ARCHITECT.
11.RE: LA FOR CONCRETE SCORING PATTERENS
12.ALL PROPOSED STREETS ARE PRIVATE DRIVES AND PRIVATELY MAINTAINED. SEE
LEGEND ABOVE
13.ALL SIGNING AND MARKING TO BE DONE IN ACCORDANCE WITH CITY OF FORT
COLLINS AND/OR MUTCD STANDARDS.
14.ALL PAVEMENTS SHALL BE DESIGNED TO SUPPORT 80,000 LBS PER FIRE CODE.
CONCRETE SIDEWALK
CONCRETE PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
LIGHT DUTY ASPHALT PAVEMENT
EV INSTALLED
LEGEND
EV READY
EV CAPABLE
P
FIRE LANE
RESERVED
PARKING
VANACCESSIBLE
ENHANCED PEDESTRIAN
CROSSING (RE:LA)
R1-1
WITH PRIVATE DRIVE
SIGNAGE EXAMPLE
UNION PARK AVE3000
PRIVATELY MAINTAINED
DR
4000
PRIVATELY MAINTAINED
JUNCTION
STOP
4" MOUNTABLE CURB W/ 1' SPILL GUTTER
6" VERTICAL CURB W/ 1' SPILL GUTTER
6" VERTICAL CURB W/ 2' CATCH GUTTER
2.0' CURB TRANSITION
4.0' CONCRETE PAN
6.0' CONCRETE PAN
TRASH ENCLOSURE (RE: ARCH)
BIKE RACK (RE: LA)
PARK AMENITY (RE: LA)
1.0' CONCRETE PAN
CURB RAMP
ADA RAMP
1.0' SIDEWALK CHASE
1.5' CONCRETE PAN
1.5' SIDEWALK CHASE
2.0' CONCRETE PAN
2.0' SIDEWALK CHASE
2.0' CONCRETE CHANNEL
EV READY
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
HO
R
I
Z
O
N
T
A
L
C
O
N
T
R
O
L
P
L
A
N
7/17/24
1" = 40'
N/A
ZMW
JTC
21-1044-00
C1.02
8 59
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
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S
U
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
HO
R
I
Z
O
N
T
A
L
C
O
N
T
R
O
L
P
L
A
N
7/17/24
1" = 40'
N/A
ZMW
JTC
21-1044-00
C1.03
9 59
DS DSDS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
UPUP
DSDSDS
DSDSDS
DSDSDS
DS
DS
DS
DS
DS DS
DS DS
DS
DS DS
DS DS
DS
DS
DS
DSDSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DSDSDS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
UPUP
DSDSDSDSDS
DS
DS
DS
DS DS
DS DS
DS DS
DS
DS
DS
DSDS
DS
DS
UP
DS
DSDS
DS
DS
DS
DS DS
DS
DS DSDS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
OFFSITE AFFINITY
SPILL LOCATION
LO
T
1
AFF
I
N
I
T
Y
S
U
B
D
I
V
I
S
I
O
N
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
11
BLOCK 1 BLOCK 2 BLOCK 3
BLOCK 4BLOCK 5BLOCK 6
BLOCK 7 BLOCK 8 BLOCK 9
BLOCK 10BLOCK 11BLOCK 12
BLOCK 13
BLOCK 18
BLOCK 19
BLOCK 24
BLDG A2
ESMT
EXCLUSION
BLDG A11
ESMT
EXCLUSION
BLDG A10
ESMT
EXCLUSION
BLDG A1
ESMT
EXCLUSION
BLDG A3
ESMT
EXCLUSION
BLDG A4
ESMT
EXCLUSION
EE G1 EE G2EE AG1 EE AG2 EE AG3
BLOCK 29
LOT R1
KINGSLEY COURT
NEWBURG COURT HARRINGTON COURT
CO
R
B
E
T
T
D
R
I
V
E
UNION PARK AVENUE
JU
N
C
T
I
O
N
D
R
I
V
E
FORT SUMTER WAY
FORTITUDE LANE
GOLDEN GROVE DRIVE
UN
I
O
N
P
A
R
K
A
V
E
N
U
E
BL
U
E
C
O
A
T
D
R
I
V
E
JU
N
C
T
I
O
N
D
R
I
V
E
TRACT A TRACT B
TR
A
C
T
C
TRACT G
TRACT N
TRACT M
TRACT O
LID B
STORMTECH SC-800
(90 CHAMBERS)
POND 298A
AFFINITY OUTFALL
ROUTED THROUGH
POND & SITE
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
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L
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P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
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M
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:
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g
h
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|
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w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
GR
A
D
I
N
G
&
D
R
A
I
N
A
G
E
P
L
A
N
7/17/24
1" = 40'
N/A
JTC
JTC
21-1044-00
C2.00
10 59
N
W E
S
0
SCALE: 1" = 40'
80402040
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what'sbelow.
R
BASIN COEFFICIENT (100-YR)
BASIN DESIGNATION
BASIN AREA
DESIGN POINT
DRAINAGE FLOW ARROW
DRAINAGE BASIN BOUNDARY
DRAINAGE BASIN FLOW PATH
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
DS DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
UPUP
DS
DSDS
DSDSDS
DSDS
DSDS
DS
DS
DS
DS DS
DS DS
DS
DS DS
DS DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DSDSDS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
UPUP
DSDSDS
DSDSDS
DSDS
DSDS
DS DS
DS DS
DS
DS DS
DS DS
DS
DS
DS
UPUP
DS
DSDSDS
DSDS
DS
DS
DS DS
DS DS
DS DS
DS
DS
DS
DSDS
DS
DS
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
INADVERTENT DETENTION SPILL LOCATION
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RAISED
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AREA
RAISED
PLANTING
AREA
RAISED
PLANTING
AREA
BLOCK 13 BLOCK 14 BLOCK 15
BLOCK 16BLOCK 17BLOCK 18
BLOCK 19 BLOCK 20 BLOCK 21
BLOCK 22BLOCK 23BLOCK 24
BL
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BL
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BLDG A9
ESMT
EXCLUSION
BLDG A8
ESMT
EXCLUSION BLDG A7
ESMT
EXCLUSION
BLDG A4
ESMT
EXCLUSION
BLDG A5
ESMT
EXCLUSION
BLDG A6
ESMT
EXCLUSION
LOT C3
LOT C1
LOT C2
EE AG3 EE G3 EE AG4EE G4 EE AG5 EE G5
LOT
MU1 LOT
MU2
BLOCK 25
BLOCK 26
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FORT SUMTER WAY
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CITADEL PLACE
HERITAGE HILL PLACE
TRACT D
TRACT E
TRACT F
TRACT I
TRACT J
TRACT H
TRACT L
TRACT K
LID D
STORMTECH SC-310
(147 CHAMBERS)
POND 298C
POND 298C
STORM OUTFALL
20.1 CFS LIMITED
POND
298B
LID C
STORMTECH SC-800
(45 CHAMBERS)
GOLDEN GROVE DRIVE
FORTITUDE LANE
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
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7/17/24
1" = 40'
N/A
JTC
JTC
21-1044-00
C2.01
11 59
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what'sbelow.
R
BASIN COEFFICIENT (100-YR)
BASIN DESIGNATION
BASIN AREA
DESIGN POINT
DRAINAGE FLOW ARROW
DRAINAGE BASIN BOUNDARY
DRAINAGE BASIN FLOW PATH
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
N
W E
S
0
SCALE: 1" = 40'
80402040
APPROX LIMIT OF
DISTURBANCE (TYP)
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
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7/17/24
1" = 60'
N/A
ZMW
JTC
21-1044-00
C2.02
12 59
PHASE 1 - GRADING PHASE NOTES
1.THIS PLAN IS A LIVING DOCUMENT THAT MAY CHANGE AS WORK PROGRESSES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING THESE EROSION CONTROL PLANS
AS NEEDED DURING CONSTRUCTION ACTIVITIES TO REFLECT ACTUAL BMPS USED ONSITE,
REASONS FOR CHANGES AND ANY DISTURBED AREAS.
2.DURING CONSTRUCTION, TEMPORARY EROSION CONTROL MEASURES SHALL BE
IMPLEMENTED AS IMPROVEMENTS ARE INSTALLED, INCLUDING BUT NOT LIMITED TO INLET
PROTECTION, SEDIMENT BASINS, BMP MAINTENANCE/PROTECTION AND TEMPORARY
SEEDING.
3.THE CONTRACTOR MAY USE SUCH BMPS AS SILT FENCE OR COMPACTED EARTH BERM AS
FORMAL CONSTRUCTION MARKER PERIMETER CONTROL AS APPROVED BY THE CITY OF
FORT COLLINS EROSION CONTROL INSPECTOR.
4.ALL ONSITE AND OFFSITE DRAINAGE PATTERNS ARE TO BE VERIFIED IN THE FIELD. PROVIDE
ALL NECESSARY BMPS TO PROTECT IMMEDIATE DOWNSTREAM INLETS, CULVERTS,
DRAINAGE WAYS, ETC.
5.OFFSITE INLET PROTECTIONS SHALL BE COMPLETED BY CURB INLET OR DROP INLET
PROTECTION WHETHER BY MEANS OF GRATE FILTERS IN CONJUNCTION WITH CURBSIDE
CHECKDAM OR OTHER MEASURES AS APPROVED BY THE CITY OF FORT COLLINS
EROSION CONTROL INSPECTOR.
6.ALL PERIMETER CONTROL BMPS SHALL INSTALLED IN PHASE 1. CONTRACTOR SHALL NOT
PROCEED WITH CONSTRUCTION ACTIVITIES UNTIL ALL PHASE 1 BMPS ARE INSTALLED,
INSPECTED, AND APPROVED BY THE CITY OF FORT COLLINS EROSION CONTROL
INSPECTOR.
7.CONTRACTOR SHALL INSTALL AND MAINTAIN AT LEAST ONE VEHICLE TRACKING PAD
AND MAY INSTALL ADDITIONAL VEHICLE TRACKING PADS TO ACCOMMODATE
CONSTRUCTION PROCESSES IN ACCORDANCE WITH THE STORMWATER MANAGEMENT
PLAN. ALL VEHICLE TRACKING PADS MUST BE PRE-APPROVED BY THE CITY OF FORT
COLLINS EROSION CONTROL INSPECTOR.
DRAINAGE FLOW ARROW
LEGEND
EX MAJOR CONTOUR
EX MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
CONSTRUCTION ENTRANCE W/
VEHICLE TRACKING CONTROL
CONCRETE WASHOUT AREA
SILT FENCE
INLET PROTECTION
OUTLET STRUCTURE PROTECTION
ROCK SOCKS
SEDIMENT CONTROL LOGS
TEMPORARY SEDIMENT BASIN
SURFACE ROUGHENING
STABILIZED STAGING AREA
TURF REINFORCEMENT MAT
PERMANENT RIPRAP APRON
LIMITS OF DISTURBANCE (APPROX)
CONSTRUCTION FENCE
CULVERT PROTECTION
0
60'
120603060
SCALE: 1" =
N
W E
S
COFC STANDARD EROSION AND SEDIMENT CONTROL NOTES
1.THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY
CONSTRUCTION ON THIS SITE.
2.ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC).
ALL REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION
SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT.
3.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF
EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE
SHORTEST PRACTICAL PERIOD OF TIME.
4.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING,
ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH,
VEGETATION, OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS
OF WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED
TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE
APPROVED BY THE STORMWATER DEPARTMENT.
5.THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT
WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST
IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT.
6.ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS
NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR
INTENDED FUNCTION. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED
AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGEWAY.
7.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT
TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER 30
DAYS SHALL BE SEEDED AND MULCHED.
8.CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY
STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE
CONTRACTOR.
EROSION CONTROL NOTES
1.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT
CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION
AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED
GROUND IS ADEQUATELY VEGETATED WITH APPROVAL FOR REMOVAL.
2.THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION
BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT
EROSION CONTROL AND PREVENT OFFSITE SEDIMENTATION. ADDITIONAL MEASURES AND MEANS NOT SHOWN SHALL ALSO BE
IMPLEMENTED AS NEEDED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE APPROPRIATE BMPS DEPICTED AND/OR NOT
DEPICTED ON THIS PLAN.
3.CONTRACTOR TO MINIMIZE DISTURBED AREA AT ALL TIMES AND LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL
BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK.
AREAS SHALL NOT BE CLEARED UNTIL THEY ARE TO BE CONSTRUCTED UNLESS APPROVED BY THE BY THE CITY OF FORT COLLINS
EROSION CONTROL INSPECTOR.
4.ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION
POTENTIAL AND SOIL MIGRATION. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED
TO SLOPED AREAS.
5.STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION
COMMENCEMENT.
6.SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT
UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS.
7.AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO
ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE
THE SOIL.
APPROX LIMIT OF
DISTURBANCE (TYP)
RE
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.
BY
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.
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ER
O
S
I
O
N
&
S
E
D
I
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T
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P
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A
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PH
A
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2
-
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F
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A
S
T
R
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E
7/17/24
1" = 60'
N/A
ZMW
JTC
21-1044-00
C2.03
13 59
PHASE 2 - INFRASTRUCTURE PHASE NOTES
1.CONTRACTOR SHALL GRADE AND INSTALL SEDIMENT BASINS BEFORE PROCEEDING WITH
ANY PHASE 2 INFRASTRUCTURE CONSTRUCTION ACTIVITIES.
2.DURING CONSTRUCTION, TEMPORARY EROSION CONTROL MEASURES SHALL BE
IMPLEMENTED AS IMPROVEMENTS ARE INSTALLED, INCLUDING BUT NOT LIMITED TO INLET
PROTECTION, SEDIMENT BASINS, BMP MAINTENANCE/PROTECTION, TEMPORARY
SEEDING AND MULCHING.
3.ONSITE & OFFSITE INLET PROTECTIONS SHALL BE COMPLETED PROTECTED BY CURB INLET
OR DROP INLET PROTECTION WHETHER BY MEANS OF GRATE FILTERS IN CONJUNCTION
WITH CURBSIDE CHECKDAM OR OTHER MEASURES AS APPROVED BY THE CITY OF FORT
COLLINS EROSION CONTROL INSPECTOR.
4.INFILTRATION GALLERIES TO BE CONSTRUCTED CONCURRENT WITH STORM SYSTEM
INFRASTRUCTURE. CONSTRUCT TEMPORARY SEDIMENT BASIN AROUND OUTLET
STRUCTURE. SEDIMENT SHALL BE REMOVED FROM INFILTRATION GALLERY ONCE SITE IS
STABILIZED.
5.RAIN GARDENS TO BE INSTALLED AT THE CONCLUSION OF CONSTRUCTION ACTIVITIES
AND CONCURRENT WITH LANDSCAPE INSTALLATION. PLACE NECESSARY EROSION
CONTROL PROTECTION TO MINIMIZE RISK OF NATIVE SOILS MIGRATING TO THE RAIN
GARDEN GROWING MEDIA. THE RAIN GARDEN GRADING MAY BE UTILIZED AS A
SEDIMENT TRAP PRIOR TO THE INSTALLATION OF THE DRAINAGE COURSE AND GROWING
MEDIA.
6.CONTRACTOR SHALL INSTALL AND MAINTAIN AT LEAST ONE VEHICLE TRACKING PAD
AND MAY INSTALL ADDITIONAL VEHICLE TRACKING PADS TO ACCOMMODATE
CONSTRUCTION PROCESSES IN ACCORDANCE WITH THE STORMWATER MANAGEMENT
PLAN. ALL VEHICLE TRACKING PADS MUST BE PRE-APPROVED BY THE BY THE CITY OF
FORT COLLINS EROSION CONTROL INSPECTOR.
DRAINAGE FLOW ARROW
LEGEND
EX MAJOR CONTOUR
EX MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
CONSTRUCTION ENTRANCE W/
VEHICLE TRACKING CONTROL
CONCRETE WASHOUT AREA
SILT FENCE
INLET PROTECTION
OUTLET STRUCTURE PROTECTION
ROCK SOCKS
SEDIMENT CONTROL LOGS
TEMPORARY SEDIMENT BASIN
SURFACE ROUGHENING
STABILIZED STAGING AREA
TURF REINFORCEMENT MAT
PERMANENT RIPRAP APRON
LIMITS OF DISTURBANCE (APPROX)
CONSTRUCTION FENCE
CULVERT PROTECTION
0
60'
120603060
SCALE: 1" =
N
W E
S
COFC STANDARD EROSION AND SEDIMENT CONTROL NOTES
1.THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY
CONSTRUCTION ON THIS SITE.
2.ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC).
ALL REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION
SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT.
3.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF
EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE
SHORTEST PRACTICAL PERIOD OF TIME.
4.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING,
ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH,
VEGETATION, OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS
OF WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED
TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE
APPROVED BY THE STORMWATER DEPARTMENT.
5.THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT
WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST
IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT.
6.ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS
NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR
INTENDED FUNCTION. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED
AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGEWAY.
7.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT
TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER 30
DAYS SHALL BE SEEDED AND MULCHED.
8.CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY
STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE
CONTRACTOR.
EROSION CONTROL NOTES
1.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT
CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION
AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED
GROUND IS ADEQUATELY VEGETATED WITH APPROVAL FOR REMOVAL.
2.THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION
BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT
EROSION CONTROL AND PREVENT OFFSITE SEDIMENTATION. ADDITIONAL MEASURES AND MEANS NOT SHOWN SHALL ALSO BE
IMPLEMENTED AS NEEDED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE APPROPRIATE BMPS DEPICTED AND/OR NOT
DEPICTED ON THIS PLAN.
3.CONTRACTOR TO MINIMIZE DISTURBED AREA AT ALL TIMES AND LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL
BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK.
AREAS SHALL NOT BE CLEARED UNTIL THEY ARE TO BE CONSTRUCTED UNLESS APPROVED BY THE BY THE CITY OF FORT COLLINS
EROSION CONTROL INSPECTOR.
4.ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION
POTENTIAL AND SOIL MIGRATION. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED
TO SLOPED AREAS.
5.STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION
COMMENCEMENT.
6.SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT
UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS.
7.AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO
ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE
THE SOIL.
DS DSDS
DS
DS
DS
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
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7/17/24
1" = 60'
N/A
ZMW
JTC
21-1044-00
C2.04
14 59
DRAINAGE FLOW ARROW
LEGEND
EX MAJOR CONTOUR
EX MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
CONSTRUCTION ENTRANCE W/
VEHICLE TRACKING CONTROL
CONCRETE WASHOUT AREA
SILT FENCE
INLET PROTECTION
OUTLET STRUCTURE PROTECTION
ROCK SOCKS
SEDIMENT CONTROL LOGS
TEMPORARY SEDIMENT BASIN
SURFACE ROUGHENING
STABILIZED STAGING AREA
TURF REINFORCEMENT MAT
PERMANENT RIPRAP APRON
LIMITS OF DISTURBANCE (APPROX)
CONSTRUCTION FENCE
CULVERT PROTECTION
0
60'
120603060
SCALE: 1" =
N
W E
S
COFC STANDARD EROSION AND SEDIMENT CONTROL NOTES
1.THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY
CONSTRUCTION ON THIS SITE.
2.ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC).
ALL REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION
SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT.
3.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF
EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE
SHORTEST PRACTICAL PERIOD OF TIME.
4.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING,
ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH,
VEGETATION, OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS
OF WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED
TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE
APPROVED BY THE STORMWATER DEPARTMENT.
5.THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT
WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST
IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT.
6.ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS
NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR
INTENDED FUNCTION. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED
AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGEWAY.
7.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT
TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER 30
DAYS SHALL BE SEEDED AND MULCHED.
8.CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY
STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE
CONTRACTOR.
EROSION CONTROL NOTES
1.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT
CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION
AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED
GROUND IS ADEQUATELY VEGETATED WITH APPROVAL FOR REMOVAL.
2.THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION
BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT
EROSION CONTROL AND PREVENT OFFSITE SEDIMENTATION. ADDITIONAL MEASURES AND MEANS NOT SHOWN SHALL ALSO BE
IMPLEMENTED AS NEEDED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE APPROPRIATE BMPS DEPICTED AND/OR NOT
DEPICTED ON THIS PLAN.
3.CONTRACTOR TO MINIMIZE DISTURBED AREA AT ALL TIMES AND LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL
BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK.
AREAS SHALL NOT BE CLEARED UNTIL THEY ARE TO BE CONSTRUCTED UNLESS APPROVED BY THE BY THE CITY OF FORT COLLINS
EROSION CONTROL INSPECTOR.
4.ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION
POTENTIAL AND SOIL MIGRATION. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED
TO SLOPED AREAS.
5.STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION
COMMENCEMENT.
6.SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT
UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS.
7.AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO
ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE
THE SOIL.
PHASE 3 - VERTICAL CONSTRUCTION PHASE NOTES
1.DURING CONSTRUCTION, TEMPORARY EROSION CONTROL MEASURES SHALL BE
IMPLEMENTED AS IMPROVEMENTS ARE INSTALLED, INCLUDING BUT NOT LIMITED TO INLET
PROTECTION, SEDIMENT BASINS, PROTECTION, AND TEMPORARY SEEDING.
2.ANY COMMISSIONED STORM SEWER SYSTEM SHALL INLET AND OUTLET PROTECTION
INSTALLED FOR ALL PHASE 3 OPERATIONS.
3.INLET PROTECTION SHALL BE COMPLETED BY CURB INLET OR DROP INLET PROTECTION
WHETHER BY MEANS OF GRATE FILTERS IN CONJUNCTION WITH CURBSIDE CHECKDAM
OR OTHER MEASURES AS APPROVED BY THE CITY OF FORT COLLINS EROSION CONTROL
INSPECTOR.
4.CONTRACTOR MAY PLACE PERIMETER SEDIMENT CONTROL LOG IN PLACE OF
PERMANENT SEEDING IN BLOCKS THAT ANTICIPATE CONSTRUCTION.
5.PERMANENT SEEDING MAY BE REPLACED WITH PERMANENT PROPOSED LANDSCAPING
AS APPROVED BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR.
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
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7/17/24
1" = 60'
N/A
ZMW
JTC
21-1044-00
C2.05
15 59
PHASE 4 - PERMANENT BMP AND FINAL STABILIZATION NOTES
1.LOTS AND BLOCKS ANTICIPATING CONSTRUCTION MAY UTILIZE SLOPE PROTECTION IN
LIEU OF TEMPORARY SEEDING AND MULCHING AS APPROVED BY THE CITY OF FORT
COLLINS EROSION CONTROL INSPECTOR.
2.INLET PROTECTIONS SHALL BE COMPLETED BY CURB INLET OR DROP INLET PROTECTION
WHETHER BY MEANS OF GRATE FILTERS IN CONJUNCTION WITH CURBSIDE CHECKDAM
OR OTHER MEASURES AS APPROVED BY THE CITY OF FORT COLLINS EROSION CONTROL
INSPECTOR.
3.CONTRACTOR SHALL REMOVE ALL TEMPORARY BMPS PRIOR TO FINAL DEMOBILIZATION
OR AS DIRECTED BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR.
4.CONTRACTOR MAY PLACE PERIMETER SEDIMENT CONTROL LOG IN PLACE OF
PERMANENT SEEDING IN BLOCKS THAT ANTICIPATE CONSTRUCTION.
5.PERMANENT SEEDING MAY BE REPLACED WITH PERMANENT PROPOSED LANDSCAPING
AS APPROVED BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR.
6.CONTRACTOR TO INSTALL PROPOSED PERMANENT OUTLET PROTECTION WHEN
FINALIZING STORM SEWER CONSTRUCTION WHICH MAY HAVE OCCURRED IN EARLIER
PHASES.
7.CONTRACTOR TO CLEAN AND LEGALLY DISPOSE OF ALL SEDIMENT COLLECTED ONSITE
DURING CONSTRUCTION PRIOR TO FINAL ACCEPTANCE.
DRAINAGE FLOW ARROW
LEGEND
EX MAJOR CONTOUR
EX MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
CONSTRUCTION ENTRANCE W/
VEHICLE TRACKING CONTROL
CONCRETE WASHOUT AREA
SILT FENCE
INLET PROTECTION
OUTLET STRUCTURE PROTECTION
ROCK SOCKS
SEDIMENT CONTROL LOGS
TEMPORARY SEDIMENT BASIN
SURFACE ROUGHENING
STABILIZED STAGING AREA
TURF REINFORCEMENT MAT
PERMANENT RIPRAP APRON
LIMITS OF DISTURBANCE (APPROX)
CONSTRUCTION FENCE
CULVERT PROTECTION
0
60'
120603060
SCALE: 1" =
N
W E
S
COFC STANDARD EROSION AND SEDIMENT CONTROL NOTES
1.THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY
CONSTRUCTION ON THIS SITE.
2.ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC).
ALL REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION
SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT.
3.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF
EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE
SHORTEST PRACTICAL PERIOD OF TIME.
4.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING,
ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH,
VEGETATION, OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS
OF WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED
TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE
APPROVED BY THE STORMWATER DEPARTMENT.
5.THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT
WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST
IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT.
6.ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS
NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR
INTENDED FUNCTION. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED
AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGEWAY.
7.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT
TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER 30
DAYS SHALL BE SEEDED AND MULCHED.
8.CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY
STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE
CONTRACTOR.
EROSION CONTROL NOTES
1.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT
CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION
AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED
GROUND IS ADEQUATELY VEGETATED WITH APPROVAL FOR REMOVAL.
2.THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION
BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT
EROSION CONTROL AND PREVENT OFFSITE SEDIMENTATION. ADDITIONAL MEASURES AND MEANS NOT SHOWN SHALL ALSO BE
IMPLEMENTED AS NEEDED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE APPROPRIATE BMPS DEPICTED AND/OR NOT
DEPICTED ON THIS PLAN.
3.CONTRACTOR TO MINIMIZE DISTURBED AREA AT ALL TIMES AND LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL
BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK.
AREAS SHALL NOT BE CLEARED UNTIL THEY ARE TO BE CONSTRUCTED UNLESS APPROVED BY THE BY THE CITY OF FORT COLLINS
EROSION CONTROL INSPECTOR.
4.ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION
POTENTIAL AND SOIL MIGRATION. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED
TO SLOPED AREAS.
5.STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION
COMMENCEMENT.
6.SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT
UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS.
7.AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO
ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE
THE SOIL.
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE DUCTILEIRONNYLOPLAST
TE
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
DUCTILEIRONNYLOPL
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
BLOCK 1
BLOCK 6
BLOCK 7
BLOCK 12
TRACT A
LOT 2
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
MATCHLINE
SEE THIS SHEET
LOT 3 LOT 4 LOT 5LOT 1
LOT 1
LOT 1
LOT 1
LOT 2
LOT 2
LOT 2
LOT 3
LOT 3
LOT 3
LOT 4
LOT 4
LOT 4
LOT 5
LOT 5
LOT 5
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
DE
T
A
I
L
E
D
G
R
A
D
I
N
G
P
L
A
N
7/17/24
1" = 20'
N/A
ZMW
JTC
21-1044-00
C2.06
16 59
N
W E
S
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
0
SCALE: 1" = 20'
40201020
N
W E
S
NOTES:
1.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE
MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM
THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS
SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR
STORM ELEVATION OF ADJACENT STREETS, CHANNELS,
DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES.
MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR
WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES,
OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A FINAL
GRADING PLAN ARE TO BE SHOWN.
2.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY
EROSION CONTROL MEASURES PRIOR TO AND
THROUGHOUT CONSTRUCTION.
3.SPOT ELEVATIONS SHOWN ARE ON FLOWLINE OR BACK OF
WALK UNLESS OTHERWISE LABELED.
4.WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR
TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE
SHOWN ON THE HIGH SIDE OF THE WALK.
5.ALL SUBGRADE TO BE PLACED/COMPACTED PER
GEOTECHNICAL ENGINEER RECOMMENDATIONS.
6.ANY RETAINING WALL EXCEEDING 30" RETAINING HEIGHT
ARE REQUIRED TO GET A SEPARATE PERMIT FROM THE CITY
OF FT. COLLINS BUILDING DIVISION.
7.ADA RAMPS & CURB RAMPS SHALL NOT EXCEED 8.33%
(12H:1V) SLOPE. CONTRACTOR SHALL VERIFY AS-BUILT
CONDITIONS AND RAMP SLOPE IN THE FIELD PRIOR TO
CONSTRUCTION. (RE:LA FOR HAND RAIL DETAIL)
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
DSDSDS DSDSDS
D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
BLOCK 2 BLOCK 3
BLOCK 4BLOCK 5
BLOCK 8 BLOCK 9
BLOCK 10BLOCK 11
BLOCK 13
BLOCK 24
TRACT B
TR
A
C
T
C
TRACT G
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
MATCHLINE
SEE THIS SHEET
LOT 4 LOT 5
LOT 1
LOT 1 LOT 1 LOT 1
LOT 1
LOT 1
LOT 1
LOT 1 LOT 1
LOT 1
LOT 1
LOT 1
LOT 2 LOT 2 LOT 2
LOT 2LOT 2LOT 2
LOT 2 LOT 2 LOT 2
LOT 2LOT 2LOT 2
LOT 3 LOT 3 LOT 3
LOT 3LOT 3
LOT 3 LOT 3 LOT 3
LOT 3LOT 3LOT 3
LOT 4 LOT 4 LOT 4
LOT 4LOT 4LOT 4
LOT 4 LOT 4 LOT 4 LOT 4
LOT 4LOT 4LOT 4LOT 4
LOT 5
LOT 5LOT 5
LOT 5 LOT 5
LOT 5LOT 5
LOT 6
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
DE
T
A
I
L
E
D
G
R
A
D
I
N
G
P
L
A
N
7/17/24
1" = 20'
N/A
ZMW
JTC
21-1044-00
C2.07
17 59
N
W E
S
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
0
SCALE: 1" = 20'
40201020
N
W E
S
NOTES:
1.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE
MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM
THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS
SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR
STORM ELEVATION OF ADJACENT STREETS, CHANNELS,
DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES.
MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR
WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES,
OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A FINAL
GRADING PLAN ARE TO BE SHOWN.
2.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY
EROSION CONTROL MEASURES PRIOR TO AND
THROUGHOUT CONSTRUCTION.
3.SPOT ELEVATIONS SHOWN ARE ON FLOWLINE OR BACK OF
WALK UNLESS OTHERWISE LABELED.
4.WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR
TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE
SHOWN ON THE HIGH SIDE OF THE WALK.
5.ALL SUBGRADE TO BE PLACED/COMPACTED PER
GEOTECHNICAL ENGINEER RECOMMENDATIONS.
6.ANY RETAINING WALL EXCEEDING 30" RETAINING HEIGHT
ARE REQUIRED TO GET A SEPARATE PERMIT FROM THE CITY
OF FT. COLLINS BUILDING DIVISION.
7.ADA RAMPS & CURB RAMPS SHALL NOT EXCEED 8.33%
(12H:1V) SLOPE. CONTRACTOR SHALL VERIFY AS-BUILT
CONDITIONS AND RAMP SLOPE IN THE FIELD PRIOR TO
CONSTRUCTION. (RE:LA FOR HAND RAIL DETAIL)
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
DSDSDSDS DSDSDS
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
BLOCK 13 BLOCK 14 BLOCK 15
BLOCK 16BLOCK 17BLOCK 18
BLOCK 19 BLOCK 20 BLOCK 21
BLOCK 22BLOCK 23BLOCK 24
TRACT D
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
MATCHLINE
SEE THIS SHEET
MATCHLINE
SEE THIS SHEET
LOT 6 LOT 7 LOT 8 LOT 9 LOT 1 LOT 1
LOT 1LOT 1
LOT 1LOT 1
LOT 1LOT 1
LOT 1
LOT 2 LOT 2
LOT 2LOT 2LOT 2
LOT 2 LOT 2 LOT 2
LOT 2LOT 2 LOT 6 LOT 6
LOT 3 LOT 3 LOT 3
LOT 3LOT 3LOT 3
LOT 3 LOT 3 LOT 3
LOT 3LOT 3LOT 3
LOT 4 LOT 4 LOT 4
LOT 4LOT 4LOT 4
LOT 4 LOT 4 LOT 4
LOT 4LOT 4LOT 4
LOT 5 LOT 5 LOT 5
LOT 5LOT 5LOT 5
LOT 5 LOT 5 LOT 5
LOT 5LOT 5LOT 5
LOT 6LOT 6
LOT 6 LOT 6
LOT 6LOT 6LOT 6
LOT 7
LOT 7LOT 7
LOT 8
LOT 8LOT 8
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
DE
T
A
I
L
E
D
G
R
A
D
I
N
G
P
L
A
N
7/17/24
1" = 20'
N/A
ZMW
JTC
21-1044-00
C2.08
18 59
N
W E
S
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
0
SCALE: 1" = 20'
40201020
N
W E
S
NOTES:
1.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE
MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM
THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS
SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR
STORM ELEVATION OF ADJACENT STREETS, CHANNELS,
DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES.
MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR
WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES,
OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A FINAL
GRADING PLAN ARE TO BE SHOWN.
2.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY
EROSION CONTROL MEASURES PRIOR TO AND
THROUGHOUT CONSTRUCTION.
3.SPOT ELEVATIONS SHOWN ARE ON FLOWLINE OR BACK OF
WALK UNLESS OTHERWISE LABELED.
4.WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR
TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE
SHOWN ON THE HIGH SIDE OF THE WALK.
5.ALL SUBGRADE TO BE PLACED/COMPACTED PER
GEOTECHNICAL ENGINEER RECOMMENDATIONS.
6.ANY RETAINING WALL EXCEEDING 30" RETAINING HEIGHT
ARE REQUIRED TO GET A SEPARATE PERMIT FROM THE CITY
OF FT. COLLINS BUILDING DIVISION.
7.ADA RAMPS & CURB RAMPS SHALL NOT EXCEED 8.33%
(12H:1V) SLOPE. CONTRACTOR SHALL VERIFY AS-BUILT
CONDITIONS AND RAMP SLOPE IN THE FIELD PRIOR TO
CONSTRUCTION. (RE:LA FOR HAND RAIL DETAIL)
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
DS
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
LOT C3
LOT C1
LOT C2
BLOCK 25
BLOCK 26
TRACT E
TRACT F
BLDG MU1 BLDG MU2
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
MATCHLINE
SEE THIS SHEET
MATCHLINE
SEE THIS SHEET
LOT 6
LOT 5
LOT 6
LOT 8
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
DE
T
A
I
L
E
D
G
R
A
D
I
N
G
P
L
A
N
7/17/24
1" = 20'
N/A
ZMW
JTC
21-1044-00
C2.09
19 59
N
W E
S
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
0
SCALE: 1" = 20'
40201020
N
W E
S
NOTES:
1.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE
MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM
THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS
SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR
STORM ELEVATION OF ADJACENT STREETS, CHANNELS,
DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES.
MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR
WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES,
OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A FINAL
GRADING PLAN ARE TO BE SHOWN.
2.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY
EROSION CONTROL MEASURES PRIOR TO AND
THROUGHOUT CONSTRUCTION.
3.SPOT ELEVATIONS SHOWN ARE ON FLOWLINE OR BACK OF
WALK UNLESS OTHERWISE LABELED.
4.WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR
TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE
SHOWN ON THE HIGH SIDE OF THE WALK.
5.ALL SUBGRADE TO BE PLACED/COMPACTED PER
GEOTECHNICAL ENGINEER RECOMMENDATIONS.
6.ANY RETAINING WALL EXCEEDING 30" RETAINING HEIGHT
ARE REQUIRED TO GET A SEPARATE PERMIT FROM THE CITY
OF FT. COLLINS BUILDING DIVISION.
7.ADA RAMPS & CURB RAMPS SHALL NOT EXCEED 8.33%
(12H:1V) SLOPE. CONTRACTOR SHALL VERIFY AS-BUILT
CONDITIONS AND RAMP SLOPE IN THE FIELD PRIOR TO
CONSTRUCTION. (RE:LA FOR HAND RAIL DETAIL)
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
DS DSDS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
UPUP
DS
DSDS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS DS
DS
DS DS
DS DS
DS
DS
DS
DS DSDS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
BLDG A2
ESMT
EXCLUSION
BLDG A11
ESMT
EXCLUSION
BLDG A1
ESMT
EXCLUSION
EE G1EE AG1
TRACT O
BLDG A2
BLDG A2
BLDG A1
BLDG A1
BLDG A1
BLDG A11
BLDG A2
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
MATCHLINE
SEE THIS SHEET
MATCHLINE
SEE THIS SHEET
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
DE
T
A
I
L
E
D
G
R
A
D
I
N
G
P
L
A
N
7/17/24
1" = 20'
N/A
ZMW
JTC
21-1044-00
C2.10
20 59
N
W E
S
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
0
SCALE: 1" = 20'
40201020
N
W E
S
NOTES:
1.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE
MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM
THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS
SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR
STORM ELEVATION OF ADJACENT STREETS, CHANNELS,
DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES.
MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR
WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES,
OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A FINAL
GRADING PLAN ARE TO BE SHOWN.
2.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY
EROSION CONTROL MEASURES PRIOR TO AND
THROUGHOUT CONSTRUCTION.
3.SPOT ELEVATIONS SHOWN ARE ON FLOWLINE OR BACK OF
WALK UNLESS OTHERWISE LABELED.
4.WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR
TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE
SHOWN ON THE HIGH SIDE OF THE WALK.
5.ALL SUBGRADE TO BE PLACED/COMPACTED PER
GEOTECHNICAL ENGINEER RECOMMENDATIONS.
6.ANY RETAINING WALL EXCEEDING 30" RETAINING HEIGHT
ARE REQUIRED TO GET A SEPARATE PERMIT FROM THE CITY
OF FT. COLLINS BUILDING DIVISION.
7.ADA RAMPS & CURB RAMPS SHALL NOT EXCEED 8.33%
(12H:1V) SLOPE. CONTRACTOR SHALL VERIFY AS-BUILT
CONDITIONS AND RAMP SLOPE IN THE FIELD PRIOR TO
CONSTRUCTION. (RE:LA FOR HAND RAIL DETAIL)
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
UP
DS
DS
DS
DS
DS
DSDSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DSDSDS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
UPUP
DS
DSDS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS DS
DS
DS
DS
DSDS
DS
DS
UP
DS
DS
DS
DS
DS
DS DS
DS
C
C
C
C
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DUCTILEIRON
AINSTOWATERWAYS D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS D
N
D YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
BLDG A10
ESMT
EXCLUSION
BLDG A3
ESMT
EXCLUSION
BLDG A4
ESMT
EXCLUSION
EE G2 EE AG2 EE AG3
BLOCK 29
LOT R1
FORT SUMTER WAY
TRACT G
TRACT N
TRACT M
BLDG A10
BLDG A3
BLDG A3
BLDG A3
BLDG A3
BLDG A4
BLDG A4
BLDG A4
BLDG A4
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
MATCHLINE
SEE THIS SHEET
MATCHLINE
SEE THIS SHEET
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
DE
T
A
I
L
E
D
G
R
A
D
I
N
G
P
L
A
N
7/17/24
1" = 20'
N/A
ZMW
JTC
21-1044-00
C2.11
21 59
N
W E
S
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
0
SCALE: 1" = 20'
40201020
N
W E
S
NOTES:
1.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE
MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM
THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS
SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR
STORM ELEVATION OF ADJACENT STREETS, CHANNELS,
DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES.
MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR
WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES,
OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A FINAL
GRADING PLAN ARE TO BE SHOWN.
2.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY
EROSION CONTROL MEASURES PRIOR TO AND
THROUGHOUT CONSTRUCTION.
3.SPOT ELEVATIONS SHOWN ARE ON FLOWLINE OR BACK OF
WALK UNLESS OTHERWISE LABELED.
4.WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR
TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE
SHOWN ON THE HIGH SIDE OF THE WALK.
5.ALL SUBGRADE TO BE PLACED/COMPACTED PER
GEOTECHNICAL ENGINEER RECOMMENDATIONS.
6.ANY RETAINING WALL EXCEEDING 30" RETAINING HEIGHT
ARE REQUIRED TO GET A SEPARATE PERMIT FROM THE CITY
OF FT. COLLINS BUILDING DIVISION.
7.ADA RAMPS & CURB RAMPS SHALL NOT EXCEED 8.33%
(12H:1V) SLOPE. CONTRACTOR SHALL VERIFY AS-BUILT
CONDITIONS AND RAMP SLOPE IN THE FIELD PRIOR TO
CONSTRUCTION. (RE:LA FOR HAND RAIL DETAIL)
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
DS DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DSDSDS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
UP
DS
DSDS
DS
DSDS
DS
DS
DS
DS
DS
DS DS
DS
DS DS
DS DS
DS
DS
DS
UPUP
DS
DSDS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
BLDG A9
ESMT
EXCLUSION
BLDG A8
ESMT
EXCLUSION
EXCLUSION
BLDG A5
ESMT
EXCLUSION
BLDG A6
ESMT
EXCLUSION
EE AG3 EE G3 EE AG4EE G4
TRACT L
TRACT K
BLDG A10
BLDG A8
BLDG A4
BLDG A5
BLDG A5
BLDG A5
BLDG A6
BLDG A6
BLDG A5
BLDG A6
BLDG A6
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
MATCHLINE
SEE THIS SHEET
MATCHLINE
SEE THIS SHEET
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
DE
T
A
I
L
E
D
G
R
A
D
I
N
G
P
L
A
N
7/17/24
1" = 20'
N/A
ZMW
JTC
21-1044-00
C2.12
22 59
N
W E
S
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
0
SCALE: 1" = 20'
40201020
N
W E
S
NOTES:
1.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE
MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM
THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS
SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR
STORM ELEVATION OF ADJACENT STREETS, CHANNELS,
DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES.
MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR
WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES,
OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A FINAL
GRADING PLAN ARE TO BE SHOWN.
2.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY
EROSION CONTROL MEASURES PRIOR TO AND
THROUGHOUT CONSTRUCTION.
3.SPOT ELEVATIONS SHOWN ARE ON FLOWLINE OR BACK OF
WALK UNLESS OTHERWISE LABELED.
4.WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR
TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE
SHOWN ON THE HIGH SIDE OF THE WALK.
5.ALL SUBGRADE TO BE PLACED/COMPACTED PER
GEOTECHNICAL ENGINEER RECOMMENDATIONS.
6.ANY RETAINING WALL EXCEEDING 30" RETAINING HEIGHT
ARE REQUIRED TO GET A SEPARATE PERMIT FROM THE CITY
OF FT. COLLINS BUILDING DIVISION.
7.ADA RAMPS & CURB RAMPS SHALL NOT EXCEED 8.33%
(12H:1V) SLOPE. CONTRACTOR SHALL VERIFY AS-BUILT
CONDITIONS AND RAMP SLOPE IN THE FIELD PRIOR TO
CONSTRUCTION. (RE:LA FOR HAND RAIL DETAIL)
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
UPUP
DS
DSDS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS DS
DS
DS DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
UP
DS
DS
DS
DS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSD
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
LOT 1
LOT 2
LOT 3
LOT 1
LOT 2
LOT 3
BL
O
C
K
2
7
BL
O
C
K
2
8
BLDG A7
ESMT
EXCLUSION
EE AG5 EE G5
LOT
MU1
LOT
MU2
BLOCK 26
TRACT I
TRACT J
TRACT H
BLDG A7
BLDG MU1 BLDG MU2
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
MATCHLINE
SEE THIS SHEET
MATCHLINE
SEE THIS SHEET
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
DE
T
A
I
L
E
D
G
R
A
D
I
N
G
P
L
A
N
7/17/24
1" = 20'
N/A
ZMW
JTC
21-1044-00
C2.13
23 59
N
W E
S
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
0
SCALE: 1" = 20'
40201020
N
W E
S
NOTES:
1.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE
MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM
THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS
SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR
STORM ELEVATION OF ADJACENT STREETS, CHANNELS,
DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES.
MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR
WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES,
OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A FINAL
GRADING PLAN ARE TO BE SHOWN.
2.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY
EROSION CONTROL MEASURES PRIOR TO AND
THROUGHOUT CONSTRUCTION.
3.SPOT ELEVATIONS SHOWN ARE ON FLOWLINE OR BACK OF
WALK UNLESS OTHERWISE LABELED.
4.WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR
TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE
SHOWN ON THE HIGH SIDE OF THE WALK.
5.ALL SUBGRADE TO BE PLACED/COMPACTED PER
GEOTECHNICAL ENGINEER RECOMMENDATIONS.
6.ANY RETAINING WALL EXCEEDING 30" RETAINING HEIGHT
ARE REQUIRED TO GET A SEPARATE PERMIT FROM THE CITY
OF FT. COLLINS BUILDING DIVISION.
7.ADA RAMPS & CURB RAMPS SHALL NOT EXCEED 8.33%
(12H:1V) SLOPE. CONTRACTOR SHALL VERIFY AS-BUILT
CONDITIONS AND RAMP SLOPE IN THE FIELD PRIOR TO
CONSTRUCTION. (RE:LA FOR HAND RAIL DETAIL)
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
DS DSDS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
UPUP
DSDSDSDSDSDS
DSDSDSDS
DS
DS
DS
DS DS
DS DS
DS
DS DS
DS DS
DS
DS
DS
UPUP
DSDSDSDSDSDS
DSDSDSDS
DS
DS
DS
DS DS
DS DS
DS
DS DS
DS DS
DS
DS
DS
DSDSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DSDSDS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
UPUP
DSDSDSDSDSDS
DS
DS
DS DS
DS DS
DS DS
DS
DS
DS
DSDS
DS
DS
DSDSDS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
UPUP
DSDSDSDSDSDS
DSDSDSDS
DS
DS
DS
DS DS
DS DS
DS
DS DS
DS DS
DS
DS
DS
UPUP
DSDSDSDSDSDS
DS
DS
DS DS
DS DS
DS DS
DS
DS
DS
DSDS
DS
DS
DS DSDS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS DSDS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
UPUP
DSDSDSDSDSDS
DSDSDSDS
DS
DS
DS
DS DS
DS DS
DS
DS DS
DS DS
DS
DS
DS
UPUP
DSDSDSDSDSDS
DSDSDSDS
DS
DS
DS
DS DS
DS DS
DS
DS DS
DS DS
DS
DS
DS
DSDSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DSDSDS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
UPUP
DSDSDSDSDSDS
DS
DS
DS DS
DS DS
DS DS
DS
DS
DS
DSDS
DS
DS
DSDSDS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
UPUP
DSDSDSDSDSDS
DSDSDSDS
DS
DS
DS
DS DS
DS DS
DS
DS DS
DS DS
DS
DS
DS
UPUP
DSDSDSDSDSDS
DS
DS
DS DS
DS DS
DS DS
DS
DS
DS
DSDS
DS
DS
DS DSDS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DD
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DD
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
LOT 12
FRONT RANGE VILLAGE FIRST REPLAT
TRACT B
ENGLISH RANCH SOUTH P.U.D.
UNPLATTED
LO
T
1
AFF
I
N
I
T
Y
S
U
B
D
I
V
I
S
I
O
N
LOT 10
FRONT RANGE VILLAGE FIRST REPLAT
LOT 11
FRONT RANGE VILLAGE
TRACT A
ENGLISH RANCH SOUTH P.U.D.
THIRD FILING
AFFINITY OUTFALL
ROUTED THROUGH
POND & SITE
POND 298C
POND 298C
POND 298A
POND 298B
BLOCK 1 BLOCK 2 BLOCK 3
BLOCK 4BLOCK 5BLOCK 6
BLOCK 7 BLOCK 8 BLOCK 9
BLOCK 10BLOCK 11BLOCK 12
BLOCK 13 BLOCK 14 BLOCK 15
BLOCK 16BLOCK 17BLOCK 18
BLOCK 19 BLOCK 20 BLOCK 21
BLOCK 22BLOCK 23BLOCK 24
BL
O
C
K
2
7
BL
O
C
K
2
8
BLDG A2
ESMT
EXCLUSION
BLDG A11
ESMT
EXCLUSION
BLDG A10
ESMT
EXCLUSION
BLDG A9
ESMT
EXCLUSION
BLDG A8
ESMT
EXCLUSION
BLDG A7
ESMT
EXCLUSION
BLDG A1
ESMT
EXCLUSION
BLDG A3
ESMT
EXCLUSION
BLDG A4
ESMT
EXCLUSION
BLDG A5
ESMT
EXCLUSION
BLDG A6
ESMT
EXCLUSION
EE G1 EE G2EE AG1 EE AG2 EE AG3 EE G3 EE AG4EE G4 EE AG5 EE G5
BLOCK 29
BLOCK 25
BLOCK 26
PADD
I
N
G
T
O
N
R
O
A
D
CA
R
R
I
C
K
R
O
A
D
KINGSLEY COURT NEWBURG COURT HARRINGTON COURT
CO
R
B
E
T
T
D
R
I
V
E
ZI
E
G
L
E
R
R
O
A
D
(R
O
W
V
A
R
I
E
S
)
IN
F
A
N
T
R
Y
T
E
R
R
A
C
E
D
R
I
V
E
UNION PARK AVENUE
IN
F
A
N
T
R
Y
T
E
R
R
A
C
E
D
R
I
V
E
FORT SUMTER WAY
JU
N
C
T
I
O
N
D
R
I
V
E
FORT SUMTER WAY
FORTITUDE LANE
ZI
E
G
L
E
R
R
O
A
D
(R
O
W
V
A
R
I
E
S
)
GOLDEN GROVE DRIVE
UN
I
O
N
P
A
R
K
A
V
E
N
U
E
BL
U
E
C
O
A
T
D
R
I
V
E
LO
C
O
M
O
T
I
V
E
D
R
I
V
E
IR
O
N
L
A
N
E
CITADEL PLACE
HERITAGE HILL PLACE
JU
N
C
T
I
O
N
D
R
I
V
E
TRACT A TRACT B
TR
A
C
T
C
TRACT D
TRACT E
TRACT F
TRACT I
TRACT J
TRACT HTRACT L
TRACT K
TRACT G
TRACT N
TRACT M
TRACT O
SSWR-08
(SEE SHEET 34)
SSWR-07
(SEE SHEET 34)
SSWR-06
(SEE SHEET 33)LID-D
LID-C
LID-B
SE
N
T
R
Y
L
A
N
E
SD-05
(SEE SHEET 37)
SD-17
(SEE SHEET 41)
SD-19
(SEE SHEET 41)
SD-12
(SEE SHEET 39)
SD-03
(SEE SHEET 36)
SD-08
(SEE SHEET 38)
SD-07
(SEE SHEET 37)
SD-09
(SEE SHEET 38)
SD-02
(SEE SHEET 35)
SD-01
(SEE SHEET 35)
SD-06
(SEE SHEET 37)
SD-10
(SEE SHEET 39)
SD-11
(SEE SHEET 39)
SD-13
(SEE SHEET 40)
SD-14
(SEE SHEET 40)
SD-15
(SEE SHEET 40)
SD-16
(SEE SHEET 40)
SD-18
(SEE SHEET 41)
SD-20
(SEE SHEET 41)
SD-21
(SEE SHEET 41)
SD-04
(SEE SHEET 37)
SD-22
(SEE SHEET 41)
SSWR-10
(SEE SHEET 34)
SSWR-04
(SEE SHEET 32)
SSWR-03
(SEE SHEET 31)
SSWR-09
(SEE SHEET 34)
SSWR-05
(SEE SHEET 33)
SSWR-02
(SEE SHEET 29)SSWR-02
(SEE SHEET 30)
SSWR-01
(SEE SHEET 27 & 28)
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
OV
E
R
A
L
L
U
T
I
L
I
T
Y
P
L
A
N
7/17/24
1" = 60'
N/A
ZMW
JTC
21-1044-00
C3.00
24 59
N
W E
S
0
SCALE: 1" = 60'
120603060
DS DSDS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
UPUP
DSDSDS
DSDSDS
DSDSDS
DS
DS
DS
DS
DS DS
DS DS
DS
DS DS
DS DS
DS
DS
DS
DSDSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DSDSDS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
UPUP
DSDSDSDSDS
DS
DS
DS
DS DS
DS DS
DS DS
DS
DS
DS
DSDS
DS
DS
UP
DS
DSDS
DS
DS
DS
DS DS
DS
DS DSDS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DS DSDS
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DSDSDSDSDS
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26
LOT 12
FRONT RANGE VILLAGE FIRST REPLAT
LO
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AFF
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UNPLATTED
TRACT A
ENGLISH RANCH SOUTH P.U.D.
THIRD FILING
POND 298A
LID B
STORMTECH MC-800
(90 CHAMBERS)
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 1 LOT 2 LOT 3 LOT 4
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4
LOT 5LOT 4LOT 3LOT 2LOT 1
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 1 LOT 2 LOT 3
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 4BLOCK 5BLOCK 6
BLOCK 7
BLOCK 8
BLOCK 9
BLOCK 10BLOCK 11
BLOCK 12
BLOCK 13
BLOCK 18
BLOCK 19
BLOCK 24
BLDG A2
ESMT
EXCLUSION
BLDG A11
ESMT
EXCLUSION
BLDG A10
ESMT
EXCLUSION
BLDG A1
ESMT
EXCLUSION
BLDG A3
ESMT
EXCLUSION
BLDG A4
ESMT
EXCLUSION
EE G1 EE G2EE AG1 EE AG2
EE AG3
BLOCK 29
LOT R1
KINGSLEY COURT
NEWBURG COURT HARRINGTON COURT
CO
R
B
E
T
T
D
R
I
V
E
JU
N
C
T
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D
R
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FORT SUMTER WAY
FORTITUDE LANE
GOLDEN GROVE DRIVE
UN
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TRACT A TRACT B
TR
A
C
T
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TRACT G
TRACT N
TRACT M
TRACT O
UNION PARK AVENUE
WATER LOWERING 'F'
(SEE SHEET 51)
WATER LOWERING 'G'
(SEE SHEET 51)
WATER LOWERING 'H'
(SEE SHEET 51)
WL LOWERING 'I'
(SEE SHEET 51)
WL LOWERING 'N'
(SEE SHEET 51)
WL LOWERING 'J'
(SEE SHEET 51)
WL LOWERING 'M'
(SEE SHEET 51)
RE
V
I
S
I
O
N
NO
.
BY
DA
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HI
G
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63
5
5
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,
S
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
UT
I
L
I
T
Y
P
L
A
N
7/17/24
1" = 40'
N/A
ZMW/PHS
JTC
21-1044-00
C3.01
25 59
N
W E
S0
SCALE: 1" = 40'
80402040
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what'sbelow.
R
NOTES:
1.ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN PROVIDED BY OTHERS AND
DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD
MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE UTILITIES NOT SHOWN ON THE
DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE
CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE
PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE FULLY AND
SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS WHICH MIGHT OCCUR BY
THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.
THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND
DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH
GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL BE
PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UTILITY OWNER.
LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAPPING ANY
EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED
CONSTRUCTION, AND FOR RELOCATING ENCOUNTERED UTILITIES AS DIRECTED BY THE
ENGINEER. CONTRACTOR SHALL CONTACT AND RECEIVE APPROVAL FROM
OWNER/UTILITY OWNER BEFORE RELOCATING ANY ENCOUNTERED UTILITIES. CONTRACTOR
RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING
AFFECTED UTILITIES AS COORDINATED WITH UTILITY OWNER AND/OR ENGINEER, INCLUDING
NON-MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED
WITH THE UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER
UPON DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF
COLORADO (1-800-922-1987, WWW.UNCC.ORG).
2.IN ADDITION TO MEETING APPLICABLE LCUASS, STATE OR FEDERAL STANDARDS, ALL
MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER AND WASTEWATER
SYSTEM IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS SET FORTH IN THE CITY OF
FORT COLLINS WATER AND WASTEWATER DEVELOPMENT STANDARDS.
3.IN CASES OF CONFLICT BETWEEN THESE SIGNED PLANS AND APPLICABLE STANDARDS, THE
MOST RESTRICTIVE STANDARD SHALL APPLY.
4.ALL WATER MAINS AND FIRE LINES SHALL BE AWWA C900 PLASTIC PRESSURE PIPE (DR-18,
PRESSURE CLASS 305). ALL PLASTIC PRESSURE PIPE SHALL HAVE TRACER WIRE PER
STANDARDS. ALL FITTINGS ON THE PROPOSED FIRE LINES AND FIRE HYDRANT LATERALS
SHALL BE FULLY RESTRAINED JOINTS PER CITY STANDARDS (MEGA-LUG OR APPROVED
EQUAL).
5.ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER.
6.ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5' AND A
MAXIMUM OF 5.5', UNLESS OTHERWISE NOTED.
7.ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. ALL SANITARY SEWER &
STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED
CLEANOUTS.
8.INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE.
9.SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH
BUILDING CONTRACTOR.
10.ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY
OF FORT COLLINS STANDARDS AND SPECIFICATIONS.
11.COORDINATE SITE LIGHTING AND ELECTRIC SERVICE ROUTING, DEMOLISHING,
RELOCATING, AND MODIFICATIONS WITH THE ELECTRICAL ENGINEER, ARCHITECT, AND
OWNER.
12.ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM
FINAL ELEVATIONS PRIOR TO INSTALLATION.
13.ELECTRIC SERVICE TO BE OWNED, MAINTAINED AND INSTALLED BY OWNER FROM THE
UTILITY TRANSFORMER SECONDARY LUGS TO THE ELECTRIC METER.
14.ALL INDIVIDUAL LOT SERVICE LINES ARE 3/4" WITH INTERIOR WATER METERS UNLESS
OTHERWISE NOTED. SEE DETAILS FOR DUAL WATER SERVICES.
15.ELECTRICAL LAYOUT AND DESIGN FOR EV CHARGERS TO BE PROVIDED BY OTHERS.
EV INSTALLED
EV READY
EV CAPABLE
EV READY
LEGEND
DS DSDS
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DSDSDS
DSDSDS
DSDS
DSDS
DS DS
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UPUP
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DSDSDS
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DS DS
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DS
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DSDS
DS
DS
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DNDYLOPLASTONOTPOLLUTE
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DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
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DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
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DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
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DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
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DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
UPUP
DSDSDS
DSDSDS
DSDS
DSDS
DS DS
DS DS
DS
DS DS
DS DS
DS
DS
DS
UPUP
DS
DSDSDS
DSDS
DS
DS
DS DS
DS DS
DS DS
DS
DS
DS
DSDS
DS
DS
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
25
TRACT B
ENGLISH RANCH SOUTH P.U.D.UNPLATTED
LOT 10
FRONT RANGE
VILLAGE FIRST REPLAT
LOT 11
FRONT RANGE VILLAGE
POND
298C
POND 298CPOND 298B
LID D
STORMTECH MC-800
(69 CHAMBERS)
LID C
STORMTECH MC-310
(102 CHAMBERS)
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 1 LOT 2 LOT 3 LOT 4
LOT 5 LOT 6
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9
LOT 1
LOT 2
LOT 3
LOT 1
LOT 2
LOT 3
BLOCK 13 BLOCK 14 BLOCK 15
BLOCK 16BLOCK 17
BLOCK 18
BLOCK 19 BLOCK 20 BLOCK 21
BLOCK 22BLOCK 23BLOCK 24
BL
O
C
K
2
7
BL
O
C
K
2
8
BLDG A9
ESMT
EXCLUSION
BLDG A8
ESMT
EXCLUSION BLDG A7
ESMT
EXCLUSION
BLDG A4
ESMT
EXCLUSION
BLDG A5
ESMT
EXCLUSION
BLDG A6
ESMT
EXCLUSION
LOT C3
LOT C1
LOT C2
EE AG3
EE G3 EE AG4EE G4 EE AG5 EE G5
LOT
MU1 LOT
MU2
BLOCK 25
BLOCK 26
ZI
E
G
L
E
R
R
O
A
D
(R
O
W
V
A
R
I
E
S
)
IN
F
A
N
T
R
Y
T
E
R
R
A
C
E
D
R
I
V
E
UNION PARK AVENUE
IN
F
A
N
T
R
Y
T
E
R
R
A
C
E
D
R
I
V
E
FORT SUMTER WAY
LO
C
O
M
O
T
I
V
E
D
R
I
V
E
IR
O
N
L
A
N
E
CITADEL PLACE
HERITAGE HILL PLACE
TRACT D
TRACT E
TRACT F
TRACT I
TRACT J
TRACT H
TRACT L
TRACT K
WATER LOWERING 'C'
(SEE SHEET 51)
WATER LOWERING 'A'
(SEE SHEET 51)
WATER LOWERING "B'
(SEE SHEET 51)
WATER LOWERING 'D'
(SEE SHEET 51)
WL LOWERING 'E'
(SEE SHEET 51
WL LOWERING 'K'
(SEE SHEET 51)
WL LOWERING 'L'
(SEE SHEET 51)
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
UT
I
L
I
T
Y
P
L
A
N
7/17/24
1" = 40'
N/A
ZMW/PHS
JTC
21-1044-00
C3.02
26 59
N
W E
S0
SCALE: 1" = 40'
80402040
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what'sbelow.
R
NOTES:
1.ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN PROVIDED BY OTHERS AND
DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD
MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE UTILITIES NOT SHOWN ON THE
DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE
CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE
PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE FULLY AND
SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS WHICH MIGHT OCCUR BY
THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.
THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND
DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH
GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL BE
PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UTILITY OWNER.
LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAPPING ANY
EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED
CONSTRUCTION, AND FOR RELOCATING ENCOUNTERED UTILITIES AS DIRECTED BY THE
ENGINEER. CONTRACTOR SHALL CONTACT AND RECEIVE APPROVAL FROM
OWNER/UTILITY OWNER BEFORE RELOCATING ANY ENCOUNTERED UTILITIES. CONTRACTOR
RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING
AFFECTED UTILITIES AS COORDINATED WITH UTILITY OWNER AND/OR ENGINEER, INCLUDING
NON-MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED
WITH THE UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER
UPON DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF
COLORADO (1-800-922-1987, WWW.UNCC.ORG).
2.IN ADDITION TO MEETING APPLICABLE LCUASS, STATE OR FEDERAL STANDARDS, ALL
MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER AND WASTEWATER
SYSTEM IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS SET FORTH IN THE CITY OF
FORT COLLINS WATER AND WASTEWATER DEVELOPMENT STANDARDS.
3.IN CASES OF CONFLICT BETWEEN THESE SIGNED PLANS AND APPLICABLE STANDARDS, THE
MOST RESTRICTIVE STANDARD SHALL APPLY.
4.ALL WATER MAINS AND FIRE LINES SHALL BE AWWA C900 PLASTIC PRESSURE PIPE (DR-18,
PRESSURE CLASS 305). ALL PLASTIC PRESSURE PIPE SHALL HAVE TRACER WIRE PER
STANDARDS. ALL FITTINGS ON THE PROPOSED FIRE LINES AND FIRE HYDRANT LATERALS
SHALL BE FULLY RESTRAINED JOINTS PER CITY STANDARDS (MEGA-LUG OR APPROVED
EQUAL).
5.ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER.
6.ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5' AND A
MAXIMUM OF 5.5', UNLESS OTHERWISE NOTED.
7.ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. ALL SANITARY SEWER &
STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED
CLEANOUTS.
8.INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE.
9.SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH
BUILDING CONTRACTOR.
10.ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY
OF FORT COLLINS STANDARDS AND SPECIFICATIONS.
11.COORDINATE SITE LIGHTING AND ELECTRIC SERVICE ROUTING, DEMOLISHING,
RELOCATING, AND MODIFICATIONS WITH THE ELECTRICAL ENGINEER, ARCHITECT, AND
OWNER.
12.ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM
FINAL ELEVATIONS PRIOR TO INSTALLATION.
13.ELECTRIC SERVICE TO BE OWNED, MAINTAINED AND INSTALLED BY OWNER FROM THE
UTILITY TRANSFORMER SECONDARY LUGS TO THE ELECTRIC METER.
14.ALL INDIVIDUAL LOT SERVICE LINES ARE 3/4" WITH INTERIOR WATER METERS UNLESS
OTHERWISE NOTED. SEE DETAILS FOR DUAL WATER SERVICES.
15.ELECTRICAL LAYOUT AND DESIGN FOR EV CHARGERS TO BE PROVIDED BY OTHERS.
EV INSTALLED
EV READY
EV CAPABLE
EV READY
LEGEND
C
DSDS
DS
DS
DS
DSDSDS
DSDS
DSDSDS
DSDS
DS
DS
DS
DS
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
28UNION PARK AVENUETRACT G
SSWR-01 PROFILE
HORIZ. SCALE: 1"=40'
4915
4920
4925
4930
4935
4940
4945
4915
4920
4925
4930
4935
4940
4945
15+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+50
MA
T
C
H
L
I
N
E
ST
A
1
5
+
5
0
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
28
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
SA
N
I
T
A
R
Y
S
E
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
S
SS
W
R
-
0
1
S
T
A
2
3
+
5
0
T
O
1
5
+
5
0
7/17/24
1" = 40'
1" = 4'
ZMW
JTC
21-1044-00
C3.03
27 59
N
W E
S
KEY MAP
NTS
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
SSWR-01
N
W E
S
NOTES:
1.ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY
BUILDING CONNECTION ELEVATION (RE: MEP).
2.ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE
PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS.
3.INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE.
4.ALL MANHOLE RIM ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL
ELEVATIONS PRIOR TO INSTALLATION.
5.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE.
6.INSTALL CUT OFF WALLS 5' UPSTREAM OF ALL SSWR MANHOLES AND AT 400 LF
INTERVALS ON SEWER MAINS CONSISTING OF COMPACTED CLAY MATERIAL
EXTENDING 12" ABOVE THE TOP OF THE PIPE.
0
SCALE: 1" = 40'
80402040
HORIZONTAL
VERTICAL
SCALE: 1" =4'
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
SSWR-02
(SEE SHEET 29-30)
SSWR-10
(SEE SHEET 34)
DSDSDS
DSDS
DS
DS
DS
DS
ZI
E
G
L
E
R
R
O
A
D
(R
O
W
V
A
R
I
E
S
)
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
BLOCK 22
LOT
MU1
LOT
MU2
BLOCK 26
SSWR-01 PROFILE
HORIZ. SCALE: 1"=40'
4915
4920
4925
4930
4935
4940
4945
4915
4920
4925
4930
4935
4940
4945
9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+50
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
SA
N
I
T
A
R
Y
S
E
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
S
SS
W
R
-
0
1
S
T
A
1
5
+
5
0
T
O
9
+
5
0
7/17/24
1" = 40'
1" = 4'
ZMW
JTC
21-1044-00
C3.04
28 59
N
W E
S
KEY MAP
NTS
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
SSWR-01
N
W E
S
NOTES:
1.ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY
BUILDING CONNECTION ELEVATION (RE: MEP).
2.ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE
PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS.
3.INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE.
4.ALL MANHOLE RIM ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL
ELEVATIONS PRIOR TO INSTALLATION.
5.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE.
6.INSTALL CUT OFF WALLS 5' UPSTREAM OF ALL SSWR MANHOLES AND AT 400 LF
INTERVALS ON SEWER MAINS CONSISTING OF COMPACTED CLAY MATERIAL
EXTENDING 12" ABOVE THE TOP OF THE PIPE.
0
SCALE: 1" = 40'
80402040
HORIZONTAL
VERTICAL
SCALE: 1" =4'
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
SSWR-03
(SEE SHEET 31)
SSWR-09
(SEE SHEET 34)
SSWR-05
(SEE SHEET 33)
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DSDS
DSDS
DSDS
DS DS
DS
DS
D
DS
DSDSDS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS NDYLOPLASTONOTPOLLUTE
LEIRON
DRAINSTO
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
30
FORT SUMTER WAY
UN
I
O
N
P
A
R
K
A
V
E
N
U
E
BLDG A2
ESMT
EXCLUSION
BLDG A11
ESMT
EXCLUSION
BLDG A10
ESMT
EXCLUSION
BLDG A3
ESMT
EXCLUSION
EE G1 EE G2EE AG1 EE AG2
BLOCK 29
LOT R1
TRACT M
TRACT O
SSWR-02 PROFILE
HORIZ. SCALE: 1"=40'
4920
4925
4930
4935
4940
4945
4950
4920
4925
4930
4935
4940
4945
4950
15+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+50
MA
T
C
H
L
I
N
E
ST
A
1
5
+
0
0
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
30
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
SA
N
I
T
A
R
Y
S
E
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
S
SS
W
R
-
0
2
S
T
A
2
3
+
5
0
T
O
1
5
+
0
0
7/17/24
1" = 40'
1" = 4'
ZMW
JTC
21-1044-00
C3.05
29 59
N
W E
S
KEY MAP
NTS
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
SSWR-02
N
W E
S
NOTES:
1.ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY
BUILDING CONNECTION ELEVATION (RE: MEP).
2.ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE
PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS.
3.INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE.
4.ALL MANHOLE RIM ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL
ELEVATIONS PRIOR TO INSTALLATION.
5.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE.
6.INSTALL CUT OFF WALLS 5' UPSTREAM OF ALL SSWR MANHOLES AND AT 400 LF
INTERVALS ON SEWER MAINS CONSISTING OF COMPACTED CLAY MATERIAL
EXTENDING 12" ABOVE THE TOP OF THE PIPE.
0
SCALE: 1" = 40'
80402040
HORIZONTAL
VERTICAL
SCALE: 1" =4'
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
CCCC
DS
DS
DS
DS
DSDSDSDSD
DS
DS DS DS DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS DS DS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
DNDYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
DN
DYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
JUNCTION DRIVE
BL
D
G
A
3
ES
M
T
EX
C
L
U
S
I
O
N
EE
A
G
2
TR
A
C
T
G
SSWR-02 PROFILE
HORIZ. SCALE: 1"=40'
4920
4925
4930
4935
4940
4945
4950
4920
4925
4930
4935
4940
4945
4950
9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+00
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
SA
N
I
T
A
R
Y
S
E
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
S
SS
W
R
-
0
2
S
T
A
1
5
+
0
0
T
O
9
+
5
0
7/17/24
1" = 40'
1" = 4'
ZMW
JTC
21-1044-00
C3.06
30 59
N
W E
S
KEY MAP
NTS
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
SSWR-02
N
W
E
S
NOTES:
1.ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY
BUILDING CONNECTION ELEVATION (RE: MEP).
2.ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE
PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS.
3.INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE.
4.ALL MANHOLE RIM ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL
ELEVATIONS PRIOR TO INSTALLATION.
5.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE.
6.INSTALL CUT OFF WALLS 5' UPSTREAM OF ALL SSWR MANHOLES AND AT 400 LF
INTERVALS ON SEWER MAINS CONSISTING OF COMPACTED CLAY MATERIAL
EXTENDING 12" ABOVE THE TOP OF THE PIPE.
0
SCALE: 1" = 40'
80402040
HORIZONTAL
VERTICAL
SCALE: 1" =4'
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
SSWR-01
(SEE SHEET 27)
SSWR-01
(SEE SHEET 27)
SSWR-01
(SEE SHEET 29)
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
28
SSWR-01
(SEE SHEET 28)
IN
F
A
N
T
R
Y
T
E
R
R
A
C
E
D
R
I
V
E
FORTITUDE LANE
UNION PARK AVENUE
FORTITUDE LANE
GOLDEN GROVE DRIVE GOLDEN GROVE DRIVE
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 1
LOT 2 LOT 3
LOT 4 LOT 5
LOT 1
LOT 2 LOT 3
LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 5LOT 4LOT 3LOT 2LOT 1
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9
BLOCK 1 BLOCK 2 BLOCK 3
BLOCK 4BLOCK 5BLOCK 6
BLOCK 7 BLOCK 8 BLOCK 9
BLOCK 10BLOCK 11BLOCK 12
BLOCK 13 BLOCK 14 BLOCK 15
BLOCK 16BLOCK 17BLOCK 18
BLOCK 19 BLOCK 20 BLOCK 21
BLOCK 22BLOCK 23BLOCK 24
TRACT B
TR
A
C
T
C
TRACT D
TRACT G
J
U
N
C
T
I
O
N
D
R
I
V
E
BL
U
E
C
O
A
T
DR
I
V
E
LO
C
O
M
O
T
I
V
E
DR
I
V
E
IN
F
A
N
T
R
Y
TE
R
R
A
C
E
D
R
I
V
E
JU
N
C
T
I
O
N
DR
I
V
E
UNION PAR
K
AVENUE
SSWR-03 PROFILE
HORIZ. SCALE: 1"=40'
4920
4925
4930
4935
4940
4920
4925
4930
4935
4940
14+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+50
ST
A
1
4
+
0
0
MA
T
C
H
L
I
N
E
SE
E
B
E
L
O
W
SSWR-03 PROFILE
HORIZ. SCALE: 1"=40'
4920
4925
4930
4935
4940
4920
4925
4930
4935
4940
9+5010+0010+5011+0011+5012+0012+5013+0013+5014+00
SANITARY SERVICE STATIONING
SSWR MAIN BLOCK-LOT SRVC SIZE STATION
SANITARY SERVICE STATIONING
SSWR MAIN BLOCK-LOT SRVC SIZE STATION
SANITARY SERVICE STATIONING
SSWR MAIN BLOCK-LOT SRVC SIZE STATION
SANITARY SERVICE STATIONING
SSWR MAIN BLOCK-LOT SRVC SIZE STATION
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
SA
N
I
T
A
R
Y
S
E
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
S
SS
W
R
-
0
3
7/17/24
1" = 40'
1" = 4'
ZMW
JTC
21-1044-00
C3.07
31 59
N
W E
S
KEY MAP
NTS
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
SSWR-03
N
W E
S
NOTES:
1.ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY
BUILDING CONNECTION ELEVATION (RE: MEP).
2.ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE
PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS.
3.INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE.
4.ALL MANHOLE RIM ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL
ELEVATIONS PRIOR TO INSTALLATION.
5.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE.
6.INSTALL CUT OFF WALLS 5' UPSTREAM OF ALL SSWR MANHOLES AND AT 400 LF
INTERVALS ON SEWER MAINS CONSISTING OF COMPACTED CLAY MATERIAL
EXTENDING 12" ABOVE THE TOP OF THE PIPE.
0
SCALE: 1" = 40'
80402040
HORIZONTAL
VERTICAL
SCALE: 1" =4'
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what'sbelow.
R
SSWR-05
(SEE SHEET 33)
SS
W
R
-
0
4
(S
E
E
S
H
E
E
T
32
)
SS
W
R
-
0
1
(S
E
E
S
H
E
E
T
28
)
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
FORTITUDE LANEFORTITUDE LANE
LOT 1
LOT 2 LOT 3
LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 5LOT 4LOT 3LOT 2LOT 1
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9
BLOCK 7 BLOCK 8 BLOCK 9
BLOCK 10BLOCK 11BLOCK 12
BLOCK 19 BLOCK 20 BLOCK 21
BLOCK 22BLOCK 23BLOCK 24
BL
U
E
C
O
A
T
DR
I
V
E
LO
C
O
M
O
T
I
V
E
DR
I
V
E
JU
N
C
T
I
O
N
DR
I
V
E
SSWR-04 PROFILE
HORIZ. SCALE: 1"=40'
4915
4920
4925
4930
4935
4940
4945
4915
4920
4925
4930
4935
4940
4945
9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+00
SANITARY SERVICE STATIONING
SSWR MAIN BLOCK-LOT SRVC SIZE STATION
SANITARY SERVICE STATIONING
SSWR MAIN BLOCK-LOT SRVC SIZE STATION
SANITARY SERVICE STATIONING
SSWR MAIN BLOCK-LOT SRVC SIZE STATION
SANITARY SERVICE STATIONING
SSWR MAIN BLOCK-LOT SRVC SIZE STATION
SANITARY SERVICE STATIONING
SSWR MAIN BLOCK-LOT SRVC SIZE STATION
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
SA
N
I
T
A
R
Y
S
E
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
S
SS
W
R
-
0
4
7/17/24
1" = 40'
1" = 4'
ZMW
JTC
21-1044-00
C3.08
32 59
N
W E
S
KEY MAP
NTS
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
SSWR-04
N
W E
S
NOTES:
1.ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY
BUILDING CONNECTION ELEVATION (RE: MEP).
2.ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE
PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS.
3.INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE.
4.ALL MANHOLE RIM ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL
ELEVATIONS PRIOR TO INSTALLATION.
5.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE.
6.INSTALL CUT OFF WALLS 5' UPSTREAM OF ALL SSWR MANHOLES AND AT 400 LF
INTERVALS ON SEWER MAINS CONSISTING OF COMPACTED CLAY MATERIAL
EXTENDING 12" ABOVE THE TOP OF THE PIPE.
0
SCALE: 1" = 40'
80402040
HORIZONTAL
VERTICAL
SCALE: 1" =4'
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
SSWR-03
(SEE SHEET 31)
SSWR-03
(SEE SHEET 31)
DSDS
DS
DS
DS
DS
DS
DS
DSDSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DSDSDS
DSDS
DS
DS
DSDSDS
DSDS
DS
DS
DSDS
DS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
28UNION PARK AVENUE
FORT SUMTER WAY
BL
O
C
K
2
7
BLDG A9
ESMT
EXCLUSION
BLDG A8
ESMT
EXCLUSION
BLDG A5
ESMT
EXCLUSION
BLDG A6
ESMT
EXCLUSION
EE G3 EE AG4EE G4
TRACT ITRACT L
TRACT K
IN
F
A
N
T
R
Y
TE
R
R
A
C
E
DR
I
V
E
SSWR-05 PROFILE
HORIZ. SCALE: 1"=40'
4915
4920
4925
4930
4935
4940
4945
4915
4920
4925
4930
4935
4940
4945
9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+00
DS
DS
DS
DS
DS
DS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
LOT 1 LOT 1
TRACT I
TRACT J
IN
F
A
N
T
R
Y
TE
R
R
A
C
E
DR
I
V
E
CITADEL PLACE
IR
O
N
L
A
N
E
SSWR-06 PROFILE
HORIZ. SCALE: 1"=40'
4920
4925
4930
4935
4940
4920
4925
4930
4935
4940
9+50 10+00 10+50 11+00 11+50 12+00 12+50
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
SA
N
I
T
A
R
Y
S
E
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
S
SS
W
R
-
0
5
&
0
6
7/17/24
1" = 40'
1" = 4'
ZMW
JTC
21-1044-00
C3.09
33 59
N
W E
S
KEY MAP
NTS
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
SSWR-05
SSWR-06
N
W E
S
NOTES:
1.ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC.
VERIFY BUILDING CONNECTION ELEVATION (RE: MEP).
2.ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN
THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS.
3.INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST
TO SPRING LINE.
4.ALL MANHOLE RIM ELEVATIONS SHOWN ARE APPROXIMATE.
CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION.
5.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO
CENTER OF STRUCTURE.
6.INSTALL CUT OFF WALLS 5' UPSTREAM OF ALL SSWR MANHOLES AND
AT 400 LF INTERVALS ON SEWER MAINS CONSISTING OF
COMPACTED CLAY MATERIAL EXTENDING 12" ABOVE THE TOP OF
THE PIPE.
0
SCALE: 1" = 40'
80402040
HORIZONTAL
VERTICAL
SCALE: 1" =4'
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
SSWR-05
(SEE SHEET 33)
SSWR-05
(SEE SHEET 33)
SSWR-07
(SEE SHEET 34)
SS
W
R
-
0
1
(S
E
E
S
H
E
E
T
28
)
SS
W
R
-
0
6
(S
E
E
T
H
I
S
S
H
E
E
T
)
SS
W
R
-
0
1
(S
E
E
S
H
E
E
T
28
)
SSWR-03
(SEE SHEET 31)
SS
W
R
-
0
8
(S
E
E
S
H
E
E
T
34
)
DSDS
DSDS
DSDS
DS
DS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS EE AG5
FORT SUMTER WAY
SSWR-08 PROFILE
HORIZ. SCALE: 1"=40'
4920
4925
4930
4935
4940
4945
4920
4925
4930
4935
4940
4945
9+50 10+00 10+50 11+00 11+50 12+00
SENTRY LANE BLOCK 25
SSWR-09 PROFILE
HORIZ. SCALE: 1"=40'
4920
4925
4930
4935
4940
4920
4925
4930
4935
4940
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
LO
T
1
LO
T
2
LO
T
3
LO
T
1
LO
T
2
LO
T
3
BLOCK 28
TRACT J
CI
T
A
D
E
L
P
L
A
C
E
IRON LANE
SSWR-07 PROFILE
HORIZ. SCALE: 1"=40'
4920
4925
4930
4935
4940
4920
4925
4930
4935
4940
9+5010+0010+5011+0011+50
DS
DS
DSDSDSDSD
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
TR
A
C
T
G
SSWR-10 PROFILE
HORIZ. SCALE: 1"=40'
4920
4925
4930
4935
4940
4945
4920
4925
4930
4935
4940
4945
9+5010+0010+5011+0011+5012+0012+5012+75
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
SA
N
I
T
A
R
Y
S
E
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
S
SS
W
R
-
0
7
,
0
8
,
0
9
,
&
1
0
7/17/24
1" = 40'
1" = 4'
ZMW
JTC
21-1044-00
C3.10
34 59
N
W E
S
KEY MAP
NTS
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
SSWR-07
SSWR-08
SSWR-09
N
W
E
S
N
W
E
S
N
W E
S
NOTES:
1.ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY
BUILDING CONNECTION ELEVATION (RE: MEP).
2.ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE
PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS.
3.INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE.
4.ALL MANHOLE RIM ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL
ELEVATIONS PRIOR TO INSTALLATION.
5.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE.
6.INSTALL CUT OFF WALLS 5' UPSTREAM OF ALL SSWR MANHOLES AND AT 400 LF
INTERVALS ON SEWER MAINS CONSISTING OF COMPACTED CLAY MATERIAL
EXTENDING 12" ABOVE THE TOP OF THE PIPE.
0
SCALE: 1" = 40'
80402040
HORIZONTAL
VERTICAL
SCALE: 1" =4'
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
SSWR-06
(SEE SHEET 33)
SSWR-06
(SEE SHEET 33)
SSWR-05
(SEE SHEET 33)
SS
W
R
-
0
5
(S
E
E
S
H
E
E
T
33
)
SSWR-01
(SEE SHEET 28)
SSWR-01
(SEE SHEET 28)
SSWR-10
N
W
E
S
SSWR-01
(SEE SHEET 28)
SSWR-01
(SEE SHEET 28)
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
LOT
MU2
TRACT H
SE
N
T
R
Y
L
A
N
E
SD-02
(SEE SHEET 35)
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERW
A
Y
S
SENTRY LANE
LOT
MU2
TRACT F
SENTRY LANE
SD-03
(SEE SHEET 36)
SD-01 PROFILE
HORIZ. SCALE: 1"=40'
4920
4925
4930
4935
4940
4920
4925
4930
4935
4940
9+009+5010+0010+5011+0011+50
SD-02 PROFILE
HORIZ. SCALE: 1"=40'
4920
4925
4930
4935
4940
4920
4925
4930
4935
4940
9+00 9+50 10+00 10+50 11+00 11+50
N
W E
S
KEY MAP
NTS
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ST
O
R
M
D
R
A
I
N
P
L
A
N
&
P
R
O
F
I
L
E
S
SD
-
0
1
&
S
D
-
0
2
7/17/24
1" = 40'
1" = 4'
ZMW
JTC
21-1044-00
C3.11
35 59
N
W
E
S
N
W E
S
SD-02
SD-01
NOTES:
1.ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH
THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS.
2.STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED.
3.ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE.
CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION.
4.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS.
5.ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED
EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC.
6.INSTALL CUT OFF WALLS 5' UPSTREAM OF ALL STORM MANHOLES AND INLETS
CONSISTING OF COMPACTED CLAY MATERIAL EXTENDING BEYOND THE
SPRINGLINE OF THE PIPE.
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
0
SCALE: 1" = 40'
80402040
HORIZONTAL
VERTICAL
SCALE: 1" =4'
SD-01
SD-02
C
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYS
SD-16
(SEE SHEET 40)
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 3 LOT
4
LOT 5
LOT 4LOT 3LOT 2LOT 1
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
BLOCK 10BLOCK 11BLOCK 12 BLOCK 24
UNION PARK AVENUE
FORTITUDE LANE
JU
N
C
T
I
O
N
D
R
I
V
E
TRACT G
TRACT N
LID-B
(SEE SHEET 42)
SD-16
(SEE SHEET 40)
SD-13
(SEE SHEET 39)
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
SD-07
(SEE SHEET 38)SD-02
(SEE SHEET 35)
LOT 1 LOT
2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 1
LOT 2 LOT 3
LOT 4 LOT 5 LOT 6
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9
BLOCK 22BLOCK 23BLOCK 24
LOT
MU1 LOT
MU2
BLOCK 26
UNION PARK AVENUE
SE
N
T
R
Y
L
A
N
E
LID-D
(SEE SHEET 42)
SD-08
(SEE SHEET 38)
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
4920
4925
4930
4935
4940
4945
4920
4925
4930
4935
4940
4945
17+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+0024+5024+75
MA
T
C
H
L
I
N
E
ST
A
1
7
+
5
0
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
4920
4925
4930
4935
4940
4920
4925
4930
4935
4940
9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+50
MA
T
C
H
L
I
N
E
ST
A
1
7
+
5
0
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
N
W E
S
KEY MAP
NTS
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ST
O
R
M
D
R
A
I
N
P
L
A
N
&
P
R
O
F
I
L
E
S
SD
-
0
3
7/17/24
1" = 40'
1" = 4"
ZMW
JTC
21-1044-00
C3.12
36 59
SD-03
NOTES:
1.ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH
THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS.
2.STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED.
3.ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE.
CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION.
4.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS.
5.ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED
EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC.
6.INSTALL CUT OFF WALLS 5' UPSTREAM OF ALL STORM MANHOLES AND INLETS
CONSISTING OF COMPACTED CLAY MATERIAL EXTENDING BEYOND THE
SPRINGLINE OF THE PIPE.
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what'sbelow.
R
0
SCALE: 1" = 40'
80402040
HORIZONTAL
VERTICAL
SCALE: 1" =4'
SD-03
SD-03 PROFILE
SD-03
SD-03 PROFILE
N
W E
S
UP
UP
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
TR
A
C
T
K
KI
N
G
S
L
E
Y
C
O
U
R
T
SD-04 PROFILE
HORIZ. SCALE: 1"=40'
4930
4935
4940
4945
4930
4935
4940
4945
9+009+5010+0010+5011+0011+50
SD-05 PROFILE
HORIZ. SCALE: 1"=40'
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
9+5010+0010+5011+0011+5012+0012+5012+75
SD-06 PROFILE
HORIZ. SCALE: 1"=40'
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
9+00 9+50 10+00 10+50 11+00
TRACT L
SD-07
(SEE THIS SHEET)
LID-D
(SEE SHEET 42)
SD-07 PROFILE
HORIZ. SCALE: 1"=40'
4920
4925
4930
4935
4940
4945
4920
4925
4930
4935
4940
4945
9+00 9+50 10+00 10+50 11+00 11+50
LO
T
1
LO
T
4
LO
T
5
LO
T
6
BL
O
C
K
2
3
TRACT L SD-03
(SEE SHEET 36)
LI
D
-
D
(S
E
E
S
H
E
E
T
42
)
SD-03
(SEE SHEET 36)
SD-06
(SEE SHEET 37)
N
W E
S
KEY MAP
NTS
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ST
O
R
M
D
R
A
I
N
P
L
A
N
&
P
R
O
F
I
L
E
S
SD
-
0
4
,
S
D
-
0
5
,
S
D
-
0
6
,
&
S
D
-
0
7
7/17/24
1" = 40'
1" = 4'
ZMW
JTC
21-1044-00
C3.13
37 59
N
W
E
S
N
W
E
S
N
W E
S
SD-04
SD-07
SD-05
SD-06
NOTES:
1.ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH
THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS.
2.STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED.
3.ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE.
CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION.
4.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS.
5.ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED
EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC.
6.INSTALL CUT OFF WALLS 5' UPSTREAM OF ALL STORM MANHOLES AND INLETS
CONSISTING OF COMPACTED CLAY MATERIAL EXTENDING BEYOND THE
SPRINGLINE OF THE PIPE.
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
0
SCALE: 1" = 40'
80402040
HORIZONTAL
VERTICAL
SCALE: 1" =4'
SD-04
SD-06
SD-05
N
W
E
S
SD-07
NOTE: THE PERFORMANCE OF THE LID GALLERIES
IS DEPENDENT ON THE ACCURACY OF THE INLET &
OUTFALL PIPE ELEVATIONS AND REQUIRED TO
BE INSTALLED PER PLAN.
NOTE: THE PERFORMANCE OF THE LID GALLERIES
IS DEPENDENT ON THE ACCURACY OF THE INLET &
OUTFALL PIPE ELEVATIONS AND REQUIRED TO
BE INSTALLED PER PLAN.
SD-08 PROFILE
HORIZ. SCALE: 1"=40'
4920
4925
4930
4935
4940
4945
4920
4925
4930
4935
4940
4945
9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+00
C
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
LOT 4
LOT 5
LOT 4
LOT 4 LOT 5
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT
7 LOT 8 LOT 1 LOT 2 LOT 3
LOT 1LOT 1 LOT 2 LOT 3 LOT 4
LOT 6
LOT 1
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 1
LOT 1
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9
BLOCK 13 BLOCK 14
BLOCK 18
BLOCK 19
BLOCK 24
UNION PARK AVENUE
JU
N
C
T
I
O
N
D
R
I
V
E
T
R
A
C
T
C
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
LO
C
O
M
O
T
I
V
E
D
R
I
V
E
SD-10
(SEE SHEET 39)
SD-09 PROFILE
HORIZ. SCALE: 1"=40'
4925
4930
4935
4940
4925
4930
4935
4940
9+5010+0010+5011+0011+50
D
DUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
LOT 1 LOT
2
LOT 1 LOT 2
LO
C
O
M
O
T
I
V
E
D
R
I
V
E
SD
-
0
8
(S
E
E
S
H
E
E
T
38
)
SD-10
(SEE SHEET 39)
SD-08
(SEE SHEET 38)
N
W E
S
KEY MAP
NTS
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ST
O
R
M
D
R
A
I
N
P
L
A
N
&
P
R
O
F
I
L
E
S
SD
-
0
8
,
S
D
-
0
9
7/17/24
1" = 40'
1" = 4'
ZMW
JTC
21-1044-00
C3.14
38 59
N
W E
S
SD-09SD-08
NOTES:
1.ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH
THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS.
2.STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED.
3.ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE.
CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION.
4.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS.
5.ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED
EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC.
6.INSTALL CUT OFF WALLS 5' UPSTREAM OF ALL STORM MANHOLES AND INLETS
CONSISTING OF COMPACTED CLAY MATERIAL EXTENDING BEYOND THE
SPRINGLINE OF THE PIPE.
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what'sbelow.
R
0
SCALE: 1" = 40'
80402040
HORIZONTAL
VERTICAL
SCALE: 1" =4'
SD-08
LID-C
(SEE SHEET 42)
SD
-
0
3
(S
E
E
S
H
E
E
T
36
)
SD
-
0
3
(S
E
E
S
H
E
E
T
36
)
N
W E
S
SD-09
NOTE: THE PERFORMANCE OF THE LID GALLERIES
IS DEPENDENT ON THE ACCURACY OF THE INLET &
OUTFALL PIPE ELEVATIONS AND REQUIRED TO
BE INSTALLED PER PLAN.
SD-10 PROFILE
HORIZ. SCALE: 1"=40'
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
9+50 10+00 10+50 11+00 11+50 12+00 12+50
DDUCTILEIRONRAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYS
NYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYS
NYLOPLASTDONOTPOLLUTE
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DDUCTILEIRONRAINSTOWATERWAYS
NYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYS
NYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYS
NYLOPLASTDONOTPOLLUTE
LO
T
8
LO
T
1
LO
T
2
LO
T
6
LOCOMOTIVE DRIVE
SD
-
0
8
(S
E
E
S
H
E
E
T
38
)
SD-08
(SEE SHEET 38)
SD-09
(SEE SHEET 38)
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
SD-09
(SEE SHEET 38)
LOT 3
LOT 4
LOT 1
LOT 1
TR
A
C
T
C
SD-11 PROFILE
HORIZ. SCALE: 1"=40'
4925
4930
4935
4940
4945
9+009+5010+0010+5011+0011+50
UP
UP
DDUCTILEIRON
RAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DONOTPOLLUTE
DNDYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
DN
D
YLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
DN
DYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
DDUCTILEIRONRAINSTOWATERWAYS
NYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYS
NYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYS
NYLOPLASTDONOTPOLLUTE
4
BL
D
G
A
1
0
ES
M
T
EX
C
L
U
S
I
O
N
BL
O
C
K
2
9
LO
T
R
1
FO
R
T
S
U
M
T
E
R
W
A
Y
TRACT G
TR
A
C
T
N
TR
A
C
T
M
SD-03
(SEE SHEET 36)
SD-03
(SEE SHEET 36)
SD-13
(SEE SHEET 40)
SD-12 PROFILE
HORIZ. SCALE: 1"=40'
4925
4930
4935
4940
4945
4950
4925
4930
4935
4940
4945
4950
9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+25
N
W E
S
KEY MAP
NTS
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ST
O
R
M
D
R
A
I
N
P
L
A
N
&
P
R
O
F
I
L
E
S
SD
-
1
0
,
S
D
-
1
1
,
&
S
D
-
1
2
7/17/24
1" = 40'
1" = 4'
ZMW
JTC
21-1044-00
C3.15
39 59
N
W
E
S
N
W E
S
N
W
E
S
SD-12
SD-11
SD-10
SD-13
NOTES:
1.ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH
THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS.
2.STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED.
3.ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE.
CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION.
4.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS.
5.ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED
EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC.
6.INSTALL CUT OFF WALLS 5' UPSTREAM OF ALL STORM MANHOLES AND INLETS
CONSISTING OF COMPACTED CLAY MATERIAL EXTENDING BEYOND THE
SPRINGLINE OF THE PIPE.
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
0
SCALE: 1" = 40'
80402040
HORIZONTAL
VERTICAL
SCALE: 1" =4'
SD-10
SD-11
SD-12
SD-09
(SEE SHEET 38)
SD-13 PROFILE
HORIZ. SCALE: 1"=40'
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
9+00 9+50 10+00 10+50 11+00 11+50
SD-15
(SEE THIS SHEET)SD-12
(SEE SHEET 39)
SD-12
(SEE SHEET 39)
DDUCTILEIRONRAINSTOWATERWAYS
NYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYS
NYLOPLASTDONOTPOLLUTE
SD-12
(SEE SHEET 39)
SD
-
1
2
(S
E
E
S
H
E
E
T
39
)
SD-14 PROFILE
HORIZ. SCALE: 1"=40'
4930
4935
4940
4945
4930
4935
4940
4945
9+00 9+50 10+00 10+50 11+00
SD-13
(SEE THIS
SHEET)
LO
T
3
LO
T4
BL
O
C
K
1
1
SD-15 PROFILE
HORIZ. SCALE: 1"=40'
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
9+00 9+50 10+00 10+50 11+00 11+50
DDUCTILEIRONRAINSTOWATERWAYS
NYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYS
NYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYS
NYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYS
NYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYS
NYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYS
NYLOPLASTDONOTPOLLUTE
DDUCTILEIRON
RAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
DDUCTILEIRON
RAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DNDYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYSSD-15
(SEE THIS
SHEET)
LO
T
5
LO
T
1
LO
T
2
LO
T
3
LO
T
4
LO
T
5
LO
T
6
LO
T
1
LO
T
1
LO
T
1
LO
T
2
LO
T
3
LO
T
4
LO
T
5
LO
T
5
LO
T
1
LO
T
2
LO
T
3
LO
T
4
LO
T
5
LO
T
1
LO
T
3
LO
T
4
LO
T
5
BL
O
C
K
2
BL
O
C
K
5
BL
O
C
K
8
BL
O
C
K
1
1
FO
R
T
I
T
U
D
E
L
A
N
E
GO
L
D
E
N
G
R
O
V
E
D
R
I
V
E
BLUECOAT DRIVE
TR
A
C
T
B
SD-03
(SEE SHEET 36)
SD-16 PROFILE
HORIZ. SCALE: 1"=40'
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50
N
W E
S
KEY MAP
NTS
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ST
O
R
M
D
R
A
I
N
P
L
A
N
&
P
R
O
F
I
L
E
S
SD
-
1
3
,
S
D
-
1
4
,
S
D
-
1
5
,
&
S
D
-
1
6
7/17/24
1" = 40'
1" = 4'
ZMW
JTC
21-1044-00
C3.16
40 59
N
W E
S
N
W
E
S
N
W
E
S
SD-16
SD-15
SD-13
SD-14
NOTES:
1.ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH
THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS.
2.STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED.
3.ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE.
CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION.
4.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS.
5.ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED
EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC.
6.INSTALL CUT OFF WALLS 5' UPSTREAM OF ALL STORM MANHOLES AND INLETS
CONSISTING OF COMPACTED CLAY MATERIAL EXTENDING BEYOND THE
SPRINGLINE OF THE PIPE.
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what'sbelow.
R
0
SCALE: 1" = 40'
80402040
HORIZONTAL
VERTICAL
SCALE: 1" =4'
SD-15
SD-13
SD-14
SD-16
SD-03
(SEE SHEET 36)
SD-03
(SEE SHEET 36)
SD-16
(SEE THIS SHEET)
LID-B
(SEE SHEET 42)
NOTE: UTILIZE FLOWABLE FILL FOR BACK
FILL WITHIN THE AREA OF CONGESTED
PIPES/STRUCTURES, AND AREAS WITH
LIMITED PIPE SEPARATIONS.
NOTE: THE PERFORMANCE OF THE LID GALLERIES
IS DEPENDENT ON THE ACCURACY OF THE INLET &
OUTFALL PIPE ELEVATIONS AND REQUIRED TO
BE INSTALLED PER PLAN.
SD-17 PROFILE
HORIZ. SCALE: 1"=40'
4925
4930
4935
4940
4925
4930
4935
4940
9+5010+0010+5011+00
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
EE G5
UP
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
SD-19
(SEE THIS SHEET )
SD-18 PROFILE
HORIZ. SCALE: 1"=40'
4920
4925
4930
4935
4940
4920
4925
4930
4935
4940
9+009+5010+0010+5011+0011+50
SD-19 PROFILE
HORIZ. SCALE: 1"=40'
4920
4925
4930
4935
4940
4920
4925
4930
4935
4940
9+009+5010+0010+5011+00
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
SD-18
(SEE THIS SHEET )
ZIE
G
L
E
R
R
O
A
D
ZIE
G
L
E
R
R
O
A
D
SD-20 PROFILE
HORIZ. SCALE: 1"=40'
4920
4925
4930
4935
4940
4920
4925
4930
4935
4940
9+009+5010+0010+5011+00
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
LOT 1
LOT
MU2
TRACT H
SD-21 PROFILE
HORIZ. SCALE: 1"=40'
4920
4925
4930
4935
4940
4920
4925
4930
4935
4940
9+259+5010+0010+5011+0011+25
SE
N
T
R
Y
L
A
N
E
TRACT F
SD-22 PROFILE
4920
4925
4930
4935
4920
4925
4930
4935
9+009+5010+0010+5011+00
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ST
O
R
M
D
R
A
I
N
P
L
A
N
&
P
R
O
F
I
L
E
S
SD
-
1
7
,
S
D
-
1
8
,
S
D
-
1
9
,
S
D
-
2
0
,
S
D
-
2
1
,
&
S
D
-
2
2
7/17/24
1" = 40'
1" = 4'
ZMW
JTC
21-1044-00
C3.17
41 59
N
W E
S
N
W
E
S
N
W
E
S
N
W E
S
N
W E
S
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what'sbelow.
R
0
SCALE: 1" = 40'
80402040
HORIZONTAL
VERTICAL
SCALE: 1" =4'
N
W E
S
KEY MAP
NTS
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
SD-17
SD-19
SD-20
SD-21
SD-18
NOTES:
1.ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH
THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS.
2.STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED.
3.ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE.
CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION.
4.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS.
5.ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED
EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC.
6.INSTALL CUT OFF WALLS 5' UPSTREAM OF ALL STORM MANHOLES AND INLETS
CONSISTING OF COMPACTED CLAY MATERIAL EXTENDING BEYOND THE
SPRINGLINE OF THE PIPE.
SD-17
SD-19
SD-20 SD-21
SD-18
N
W E
S
SD-22
SD-22
SD-22 (PUBLIC)
SD-13
(SEE SHEET 40)
SD-16
(SEE SHEET 40)
LOT 1LOT 1 LOT 2 LOT 3 LOT 4LOT 5LOT 4LOT 3
BL
U
E
C
O
A
T
D
R
I
V
E
TRACT N
UNION PARK AVENUE
SD
-
0
3
(S
E
E
S
H
E
E
T
36
)
SD
-
0
3
(S
E
E
S
H
E
E
T
36
)
SD-16
(SEE SHEET 40)
LID-B
STORMTECH SC-800
(90 CHAMBERS)
SD-12
(SEE SHEET 39)
SD-15
(SEE SHEET 40)
DS
DS
DS
DS
DS
DS
DS
SD-06
(SEE SHEET 37)
TRACT L
UNION PARK AVENUE
LID-D
STORMTECH SC-310
(147 CHAMBERS)
SD-05
(SEE SHEET 37)
SD
-
0
3
(S
E
E
S
H
E
E
T
36
)
SD
-
0
3
(S
E
E
S
H
E
E
T
36
)
SD-07
(SEE SHEET 37)
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
SD-09
(SEE SHEET 38)
BLOCK 20
LO
C
O
M
O
T
I
V
E
DR
I
V
E
TRACT DLID-C
STORMTECH SC-800
(45 CHAMBERS)SD
-
0
8
(S
E
E
S
H
E
E
T
38
)
SD-08
(SEE SHEET 38)
INFILTRATION GALLERY UNDERDRAIN DETAIL
N
W E
S
KEY MAP
NTS
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ST
O
R
M
D
R
A
I
N
P
L
A
N
&
P
R
O
F
I
L
E
S
IN
F
I
L
T
R
A
T
I
O
N
G
A
L
L
E
R
Y
7/17/24
1" = 20'
N/A
ZMW
JTC
21-1044-00
C3.18
42 59
LID-B
LID-C
LID-D
LID-B
LID-D
LID-C
N
W E
S
0
SCALE: 1" = 20'
40201020
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
UP DS
DS DSDS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WAT
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
DN
DYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
DDUCTILEIRONRAINSTOWATERWAYS
NYLOPLASTDONOTPOLLUTE
DNDYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRONDRAINSTOWATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
LOT C2
ZIEGLER ROAD
(ROW VARIES)
TRACT F
TRACT H
UN
I
O
N
P
A
R
K
A
V
E
N
U
E
HI
D
D
E
N
PO
N
D
D
R
GR
A
N
D
TE
T
O
N
P
L
PA
D
D
I
N
G
T
O
N
R
D
FR
V
S
E
R
V
I
C
E
D
R
I
V
E
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ST
R
E
E
T
P
L
A
N
&
P
R
O
F
I
L
E
S
ZI
E
G
L
E
R
R
O
A
D
7/17/24
1" = 40'
1" = 4'
ZMW
JTC
21-1044-00
C4.00
43 59
N
W E
S
KEY MAP
NTS
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
CONCRETE SIDEWALK
HEAVY DUTY ASPHALT
PAVEMENT
LEGEND
EXISTING SLOPE
APPROX LIMITS OF
SAWCUT
TYPICAL MODIFIED STREET SECTION
NTS
PROPOSED SLOPE
NOTES:
1.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO
BE DETERMINED IN THE FIELD BY CITY ENGINEER INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR
STANDARDS
2.ALL LONGITUDINAL PAVEMENT MARKINGS TO BE DONE IN
LATEX PAVEMENT MARKING PAINT. ALL TRANSVERSE PAVEMENT
MARKINGS AND SYMBOLS TO BE DONE IN PRE-FORMED
THERMOPLASTIC.
3.DIMENSIONS SHOWN FOR STRIPING ARE FROM CENTER OF
STRIPE TO CENTER OF STRIPE OR FROM CENTER OF STRIPE TO
FLOWLINE OF CURB.
4.ALL SIGNING AND MARKING TO BE DONE IN ACCORDANCE
WITH CITY OF FORT COLLINS AND/OR MUTCD STANDARDS.
5.THERMOPLASTIC ARROWS SHALL BE 12' ELONGATED FHWA.
6.THERMOPLASTIC BIKE STENCILS SHALL BE 6'-6" W/ 6' ARROW.
7.ALL SIGNS PLACED IN HARDSCAPE SHALL HAVE A SLEEVE
INSTALLED.
8.RE-STRIPE AREAS OF PAVEMENT REPLACEMENT AS NECESSARY.
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
STREET CROSS SECTIONS
4925
4930
4935
4940
4925
4930
4935
4940
9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+50
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DSDS
DS
DS
DSDSDS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 3 LOT 4 LOT 5 LOT 6 LOT
7 LOT 8 LOT 9
BLOCK 22BLOCK 23BLOCK 24
LOT
MU1
LOT
MU2
BLOCK 26
UNION PARK AVENUE
TRACT ITRACT L
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DSDSDS
DS
DS DS
DS
DS
DSDS
DSDSDS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 5LOT 4LOT 3LOT 2LOT 1 LOT 1 LOT
2 LOT 3 LOT 4 LOT 5 LOT 6 LOT
7
BLOCK 10BLOCK 11BLOCK 12 BLOCK 24
JU
N
C
T
I
O
N
D
R
I
V
E
TRACT G
TRACT N
UNION PARK AVENUE
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
4
5
MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
4930
4935
4940
4945
4930
4935
4940
4945
18+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+0024+5025+0025+5026+0026+50
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
45 MA
T
C
H
L
I
N
E
SE
E
T
H
I
S
S
H
E
E
T
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
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f
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H
i
g
h
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a
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D
S
.
c
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|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ST
R
E
E
T
P
L
A
N
&
P
R
O
F
I
L
E
S
UN
I
O
N
P
A
R
K
A
V
E
N
U
E
7/17/24
1" = 40'
1" = 4'
ZMW
JTC
21-1044-00
C4.01
44 59
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.CallKnow what's below.
R
N
W E
S
KEY MAP
NTS
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
UNION PARK AVENUE
UNION PARK AVENUE CL PROFILE
UNION PARK AVENUE CL PROFILE
0
SCALE: 1" = 40'
80402040
HORIZONTAL
VERTICAL
SCALE: 1" =4'
N
W E
S
4935
4940
4945
4950
4935
4940
4945
4950
26+5027+0027+5028+0028+5029+0029+5030+0030+5031+0031+5032+00
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
44
DS
DSDSDSDS
DS
DSDS
DS
DS
DSDSDS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DSDSDSDS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DSDSDS
DS
BLDG A1
ESMT
EXCLUSION
CORBETT DRIVE
UNION PARK AVENUE
TRACT O
MATC
H
L
I
N
E
SEE S
H
E
E
T
44
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
LO
T
4
LO
T
4
LO
T
5
LO
T
3
LO
T
4
LO
T
4
LO
T
5
LO
T
1
LO
T
2
LO
T
3
LO
T
1
LO
T
1
LO
T
2
LO
T
3
LO
T
1
LO
T
2
LO
T
3
BL
O
C
K
9
BL
O
C
K
1
0
PA
D
D
I
N
G
T
O
N
R
O
A
D
JUNCTION DRIVE
TRACT C
TR
A
C
T
G
UN
I
O
N
P
A
R
K
A
V
E
N
U
E
4930
4935
4940
4945
4930
4935
4940
4945
13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50
PROPOSED
IMPROVEMENTS
FUTURE
IMPROVEMENTS
(BY OTHERS)
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
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D
S
O
R
,
C
O
8
0
5
5
0
PH
O
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E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
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M
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:
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i
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a
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.
c
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|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ST
R
E
E
T
P
L
A
N
&
P
R
O
F
I
L
E
S
JU
N
C
T
I
O
N
D
R
I
V
E
&
U
N
I
O
N
P
A
R
K
A
V
E
N
U
E
7/17/24
1" = 40'
1" = 4'
ZMW
JTC
21-1044-00
C4.02
44 59
N
W E
S
KEY MAP
NTS
ZI
E
G
L
E
R
R
O
A
D
CO
R
B
E
T
T
D
R
PADDINGTON RD
JUNCTION DRIVE
UNION PARK AVENUE
N
W
E
S
JUNCTION DRIVE CL PROFILE
UNION PARK AVENUE CL PROFILE
0
SCALE: 1" = 40'
80402040
HORIZONTAL
VERTICAL
SCALE: 1" =4'
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
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,
C
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8
0
5
5
0
PH
O
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E
:
9
7
0
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6
7
4
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7
5
5
0
|
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.
c
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
SI
T
E
D
E
T
A
I
L
S
7/17/24
N/A
N/A
ZMW
JTC
21-1044-00
C5.00
46 59
CURB RAMP DETAIL (W/ DETECTABLE WARNING PLATE)ASPHALT PATCH DETAIL
(FOR PRIVATE STREETS ONLY)
NTS
CONTRACTION JOINT DETAIL
EXPANSION JOINT DETAIL
CURB AND GUTTER DETAIL (ON-SITE ONLY)
CONCRETE PAN DETAIL
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
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:
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a
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d
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D
S
.
c
o
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
SI
T
E
D
E
T
A
I
L
S
7/17/24
N/A
N/A
ZMW
JTC
21-1044-00
C5.01
47 59
SECTION VIEW
DRAIN DETAIL
PINNING DETAIL
SEGMENTAL RETAINING WALL DETAIL
STEPPING BASE DETAIL
SIGN DETAIL
SIDEWALK CHASE DETAIL
SOFT BOTTOM PAN
4" MOUNTABLE CURB AND 1' SPILL GUTTER
4" MOUNTABLE CURB AND 1' CATCH GUTTER
6" CURB AND 1' SPILL GUTTER
6" CURB AND 1' CATCH GUTTER
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
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E
N
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S
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R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
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,
S
U
I
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E
2
0
0
|
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8
0
5
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0
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:
9
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6
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4
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ER
O
S
I
O
N
C
O
N
T
R
O
L
D
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T
A
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L
S
7/17/24
N/A
N/A
ZMW
JTC
21-1044-00
C5.02
48 59
RE
V
I
S
I
O
N
NO
.
BY
DA
T
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HI
G
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ER
O
S
I
O
N
C
O
N
T
R
O
L
D
E
T
A
I
L
S
7/17/24
N/A
N/A
ZMW
JTC
21-1044-00
C5.03
49 59
RE
V
I
S
I
O
N
NO
.
BY
DA
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HI
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PREPARED BY OR UNDER THE
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FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
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UT
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L
I
T
Y
D
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T
A
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L
S
7/17/24
N/A
N/A
ZMW
JTC
21-1044-00
C5.04
50 59
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
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D
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FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
UT
I
L
I
T
Y
D
E
T
A
I
L
S
7/17/24
N/A
N/A
ZMW
JTC
21-1044-00
C5.05
51 59
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
UT
I
L
I
T
Y
D
E
T
A
I
L
S
7/17/24
N/A
N/A
ZMW
JTC
21-1044-00
C5.06
52 59
SANITARY / STORM CLEANOUT DETAIL
PLAN VIEW
DUAL SANITARY SEWER SERVICE LINE DETAIL
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ST
O
R
M
D
E
T
A
I
L
S
7/17/24
N/A
N/A
ZMW
JTC
21-1044-00
C5.07
53 59
STORM SEWER OUTLET
ISOMETRIC VIEW
SECTION B-B
STORM SEWER HEADWALL RIPRAP DETAIL
SECTION A-A
STABILIZED BURIED RIPRAP
ALL RIPRAP IS TO BE BURIED
PER BURIED RIPRAP DETAIL
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ST
O
R
M
D
E
T
A
I
L
S
7/17/24
N/A
N/A
ZMW
JTC
21-1044-00
C5.08
54 59
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ST
O
R
M
D
E
T
A
I
L
S
7/17/24
N/A
N/A
ZMW
JTC
21-1044-00
C5.09
55 59
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ST
O
R
M
D
E
T
A
I
L
S
7/17/24
N/A
N/A
ZMW
JTC
21-1044-00
C5.10
56 59
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ST
O
R
M
D
E
T
A
I
L
S
7/17/24
N/A
N/A
ZMW
JTC
21-1044-00
C5.11
57 59
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ST
O
R
M
D
E
T
A
I
L
S
7/17/24
N/A
N/A
ZMW
JTC
21-1044-00
C5.12
58 59
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
L
:
I
n
f
o
@
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
n
d
-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ST
O
R
M
D
E
T
A
I
L
S
7/17/24
N/A
N/A
ZMW
JTC
21-1044-00
C5.13
59 59
100-YEAR ORIFICE PLATE SECTION