HomeMy WebLinkAboutRIVERSIDE COMMUNITY SOLAR GARDEN - PDP - PDP140013 - REPORTS - PLANSRIVERSIDE AVENUE
EAST MULBERRY STREET
PHASE I - 333 kW (2.36AC)
PHASE II - 192 kW (1.12 AC)
EXISTING RAILROAD TRACKS
MULBERRY WATER
RECLAMATION FACILITY
PROJECT DEVELOPMENT
BOUNDARY
CACHE
LA
POUDRE
RIVER
PROPERTY LINE
EXISTING BUILDING
(TO BE REMOVED)
E MULBERRY ST
S TIMBERLINE RD
N LEMAY AVE
INTERNATIONAL
BLVD
E LINCOLN AVE
S LINK LN
E PROSPECT RD
RIVERSIDE AVENUE
FILE
DATE
NO. DATE
DSGN DR
REVISION
CHK APVD
SHEET
DWG
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
0 SCALE
1437 LARIMER STREET
DENVER, COLORADO 80202
CLEAN ENERGY COLLECTIVE
RIVERSIDE COMMUNITY SOLAR GARDEN
FORT COLLINS, COLORADO
REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF ENERTIA
CONSULTING GROUP AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ENERTIA CONSULTING GROUP
OCTOBER 09, 2014
COVER SHEET JSO MGB JSO JSO
CLEAN ENERGY COLLECTIVE
RIVERSIDE COMMUNITY SOLAR GARDEN
PLANNING DOCUMENTS
LOCATED IN THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 12,
TOWNSHIP 7 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
LEGAL DESCRIPTION:
SHEET INDEX:
SHEET 1 - COVER SHEET
SHEET 2 - SITE PLAN
SHEET 3 - LANDSCAPE PLAN
SHEET 4 - TYPICAL DETAILS
STANDARD NOTES:
1. THE SPECIFIED SOLAR PANELS, RACKING SYSTEM, AND
RIVERSIDE AVENUE
EAST MULBERRY STREET
PHASE I - 333 kW (2.36AC)
PHASE II - 192 kW (1.12 AC)
20' (TYP)
EXISTING RAILROAD TRACKS
MULBERRY WATER
RECLAMATION FACILITY
PROJECT DEVELOPMENT
BOUNDARY
CACHE
LA
POUDRE
RIVER
EAST MULBERRY STREET
R.O.W.
EXISTING EDGE OF ASPHALT (TYP)
10 EX.' DIRT TRACK
EXISTING DRIVE
20' ASPHALT ACCESS DRIVE
12' UTILITY ACCESS
(UTILITY PERSONNEL ONLY)
10' CONCRETE
MULTI MODAL PATH
9'-17' LANDSCAPE BUFFER
20' MIN SETBACK
SEE UTILITY PLAN DOCUMENTS SHT 3
50'
50'
R
=
2
5
'
R
=
2
5
'
20'
12' PHASE II UTILITY ACCESS
(UTILITY PERSONNEL ONLY)
20'
EXISTING VEGETATION EXISTING VEGETATION
HABITAT BUFFER ZONE
R=25'
10' FUTURE
MULTI MODAL PATH
(BY FC UTILITIES)
10' MULTI MODAL PATH
SEE UTILITY PLAN
DOCUMENTS SHT 3
115' MIN
BUFFER
20' SETBACK
7' HIGH FENCE
(SEE DETAIL ON SHT 4)
INVERTER PAD
TRANSFORMER PAD
PROPERTY LINE
RIVERSIDE AVENUE
EAST MULBERRY STREET
EXISTING RAILROAD TRACKS
MULBERRY WATER
RECLAMATION FACILITY
PROJECT DEVELOPMENT
BOUNDARY
CACHE
LA
POUDRE
RIVER
12
1
2
3
4
5
6
7
8
9 10
11
EXISTING EDGE OF ASPHALT (TYP)
SEE THIS SHEET FOR EXISTING TREE
INVENTORY NUMBER INFORMATION
6' TRAIL ALIGNMENT (BY OTHERS)
AG (TYP)
SOLAR ARRAY (TYP)
6' HIGH FENCE
(SEE DETAIL ON SHEET
#
)
PROPERTY LINE
EXISTING VEGETATION TO REMAIN
WITHIN SOLAR GARDEN
SEED MIX (TYP)
PROVIDE MULCHING
TO PROTECT EXISTING
GROUND AND ROOT SYSTEMS
TEMPORARY
ACCESS
EXPANSION
R50' TEMPORARY
ACCESS
EXPANSION
20'
5' EXPANSION
PROVIDE MULCHING
TO PROTECT EXISTING
GROUND AND ROOT SYSTEMS
EXISTING VEGETATION TO REMAIN
WITHIN SOLAR GARDEN
6' HIGH FENCE
(SEE DETAIL ON SHEET #) PRVIM (TYP)
EXISTING TREES TO REMAIN PER
EXISTING TREE INVENTORY TABLE
ON SHEET# (TYP)
PROPERTY LINE
SEE SHEET # FOR EXISTING TREE
INVENTORY NUMBER (TYP)
20' SETBACK (TYP) 20' SETBACK (TYP)
2' FENCE LINE
SETBACK (TYP)
20' (TYP) SOLAR MODULES (TYP)
DRIVEN STEEL SUPPORT COLUMNS
(SPACED 10' O.C. TYP)
6' - 8' HIGH FENCE
EXISTING GROUND VEGETATION TO REMAIN
PROPERTY LINE
6' - 8' HIGH FENCE
FILE
DATE
NO. DATE
DSGN DR
REVISION
CHK APVD
SHEET
DWG
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
0 SCALE
1437 LARIMER STREET
DENVER, COLORADO 80202
CLEAN ENERGY COLLECTIVE
RIVERSIDE COMMUNITY SOLAR GARDEN
FORT COLLINS, COLORADO
REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF ENERTIA
CONSULTING GROUP AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ENERTIA CONSULTING GROUP
OCTOBER 09, 2014
JSO MGB JSO JSO
TYPICAL SOLAR GARDEN SECTION VIEW (VIEW FROM RIVERSIDE AVENUE)
SCALE: 1" = 10'
TYPICAL DETAILS
PV ARRAY RACKING SYSTEM
NOT TO SCALE
MESH FENCING
WOOD POST (TYP)
7'
TYPICAL MESH FENCE DETAIL
NOT TO SCALE
7'
4'' PLACE CONCRETE
6'' MIN AROUND POST
DTL
1 OF 4
PLANNING DOCUMENTS
PLNG
RIVERSIDE AVENUE
EAST MULBERRY STREET
PHASE I - 333 kW (2.36AC)
PHASE II - 192 kW (1.12 AC)
EXISTING RAILROAD TRACKS
MULBERRY WATER
RECLAMATION FACILITY
PROJECT DEVELOPMENT
BOUNDARY
CACHE
LA
POUDRE
RIVER
PROPERTY LINE
EXISTING BUILDING
(TO BE REMOVED)
E MULBERRY ST
S TIMBERLINE RD
N LEMAY AVE
INTERNATIONAL
BLVD
E LINCOLN AVE
S LINK LN
E PROSPECT RD
RIVERSIDE AVENUE
FILE
DATE
NO. DATE
DSGN DR
REVISION
CHK APVD
SHEET
DWG
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
0 SCALE
1437 LARIMER STREET
DENVER, COLORADO 80202
CLEAN ENERGY COLLECTIVE
RIVERSIDE COMMUNITY SOLAR GARDEN
FORT COLLINS, COLORADO
REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF ENERTIA
CONSULTING GROUP AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ENERTIA CONSULTING GROUP
OCTOBER 09, 2014
COVER SHEET JSO MGB JSO JSO
CLEAN ENERGY COLLECTIVE
RIVERSIDE COMMUNITY SOLAR GARDEN
UTILITY PLAN DOCUMENTS
LOCATED IN THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 12,
TOWNSHIP 7 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
SHEET INDEX:
SHEET 1 - COVER SHEET
SHEET 2 - GENERAL NOTES
SHEET 3 - UTILITY & GRADING PLAN
SHEET 4 - TYPICAL DETAILS
OVERALL SITE AREA
SCALE 1" = 100'
VICINITY MAP
FILE
DATE
NO. DATE
DSGN DR
REVISION
CHK APVD
SHEET
DWG
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
0 SCALE
1437 LARIMER STREET
DENVER, COLORADO 80202
CLEAN ENERGY COLLECTIVE
RIVERSIDE COMMUNITY SOLAR GARDEN
FORT COLLINS, COLORADO
REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF ENERTIA
CONSULTING GROUP AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ENERTIA CONSULTING GROUP
OCTOBER 09, 2014
GENERAL NOTES JSO MGB JSO JSO
GEN
1 OF 2
UTILITY PLAN DOCUMENTS
A. GRADING AND EROSION CONTROL NOTES
(THE MOST CURRENT GRADING AND EROSION CONTROL NOTES SHALL BE OBTAINED FROM STORMWATER )
B. STREET IMPROVEMENTS 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.
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 ó 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. ³3522) 52//´ 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 ³3522) 52//´ ALL ³3522) 52//6´ SHALL BE PREFORMED IN THE
PRESENCE OF AN INSPECTOR.
C. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES
RIVERSIDE AVENUE
EAST MULBERRY STREET
PHASE I - 333 Kw (2.36 AC)
PHASE II - 192 Kw (1.12 AC)
EXISTING RAILROAD TRACKS
MULBERRY WATER
RECLAMATION FACILITY
EAST MULBERRY STREET
R.O.W.
EXISTING DRIVE
10' CONCRETE
MULTI MODAL PATH
9'-17' LANDSCAPE BUFFER
20' MIN SETBACK
EXISTING VEGETATION
HABITAT BUFFER ZONE
10' FUTURE
MULTI MODAL PATH
(BY OTHERS)
10' MULTI MODAL PATH
4964
0+00
1+00
2+00
5+00 4+00 3+00
8+00 7+00 6+00
9+00
10+00
11+00
12+00
14+00 13+00
BP: 0+00.00
EL=4964.00
EP: 14+50.00
PC: 0+30.40
EL=4964.20
PC: 8+66.13
EL=4970.62
PT: 2+59.64
EL=4965.52
PCC: 1+52.51
EL=4965.01
PCC: 8+77.28
EL=4970.94
PRC: 0+73.61
EL=4964.49
PRC: 1+28.35
EL=4964.85
PRC: 2+30.94
EL=4965.43
STA:3+00.00
EL=4965.64
STA:3+50.00
EL=4965.77
STA:4+00.00
EL=4965.90
STA:4+50.00
EL=4966.03
STA:5+00.00
EL=4966.21
20' SETBACK (TYP) 20' SETBACK (TYP)
2' FENCE LINE
SETBACK (TYP)
20' (TYP) SOLAR MODULES (TYP)
DRIVEN STEEL SUPPORT COLUMNS
(SPACED 10' O.C. TYP)
6' - 8' HIGH FENCE
EXISTING GROUND VEGETATION TO REMAIN
PROPERTY LINE
6' - 8' HIGH FENCE
FILE
DATE
NO. DATE
DSGN DR
REVISION
CHK APVD
SHEET
DWG
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
0 SCALE
1437 LARIMER STREET
DENVER, COLORADO 80202
CLEAN ENERGY COLLECTIVE
RIVERSIDE COMMUNITY SOLAR GARDEN
FORT COLLINS, COLORADO
REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF ENERTIA
CONSULTING GROUP AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ENERTIA CONSULTING GROUP
OCTOBER 09, 2014
JSO MGB JSO JSO
TYPICAL SOLAR GARDEN SECTION VIEW (VIEW FROM RIVERSIDE AVENUE)
SCALE: 1" = 10'
TYPICAL DETAILS
INVERTER PAD
NOT TO SCALE
PV ARRAY RACKING SYSTEM
NOT TO SCALE
SIDE FRONT TOP BOTTOM
TYPICAL ACCESS RAMP
NOT TO SCALE
DTL
1 OF 4
UTILITY PLAN DOCUMENTS
UTIL
MESH FENCING
WOOD POST (TYP)
7'
TYPICAL MESH FENCE DETAIL
NOT TO SCALE
7'
4'' PLACE CONCRETE
6'' MIN AROUND POST
STA:5+50.00
EL=4966.55
STA:6+00.00
EL=4966.94
STA:6+50.00
EL=4967.52
STA:7+00.00
EL=4967.78
4965
4965
4966
4967
4968
4969
STA:7+50.00
EL=4968.37
STA:8+00.00
EL=4968.76
STA:8+50.00
EL=4970.16
4968
4969
4970
4971
EAST MULBERRY STREET
R.O.W.
10 EX.' DIRT TRACK
20' ASPHALT ACCESS DRIVE
12' UTILITY GRAVEL ACCESS
(UTILITY PERSONNEL ONLY)
SEE DETAIL (THIS SHEET)
R
=
2
5
'
R
=
2
5
'
20'
12' PHASE II UTILITY ACCESS
(UTILITY PERSONNEL ONLY)
20'
R=25'
50'
50'
20' SETBACK
EXISTING VEGETATION
20' (TYP)
PROPERTY LINE
SEED MIX (TYP)
EXISTING BUILDING
(TO BE REMOVED)
LANDSCAPE
(SEE PLANNING DOCUMENTS SHT 3
PLANNING DEVELOPMENT BOUNDARY
EX TREES
TO REMAIN
(TYP.)
GATE
EXISTING APHALT
(TO REMAIN UNTIL
FUTURE RESORATION)
TOP OF BANK
SOLAR ARRAY
(TYP)
EX. GATE
7' HIGH FENCE
(SEE DETAIL ON SHEET 3)
TYPE III BARRICADE
EXISTING
CONCRETE
WALK (TYP)
EXISTING TRACKS
REMOVE AND REPLACE
ACCESS RAMP
(AS SHOWN)
LIMITS OF GRADING
(TYP)
LIMITS OF GRADING
(TYP)
LIMITS OF GRADING
(TYP)
EX. FENCE
CHAIN LINK W/BARED WIRE
(TO BE MODIFIED AS SHOWN)
TIE TO EXISTING FENCE
TIE TO EXISTING FENCE
EX. STORM INLET
EX. RETAINING WALL
(TO REMAIN)
EX. GATE
INVERTER PAD
TRANSFORMER PAD
EXISTING CONCRETE
(TO BE REMOVED)
EXISTING CONCRETE
(TO BE REMOVED)
EX. GAS LINE
(TO BE ABANDONED)
EXISTING CONCRETE
(TO BE REMOVED)
EXISTING CONCRETE
(TO BE REMOVED)
SOLAR ARRAY
(TYP)
7' HIGH FENCE
(SEE DETAIL ON SHEET 3)
EX. ABANDONED
TELEPHONE
EXPANSION JOINT
MULTI MODAL PATH & LANDSCAPE DESIGNATED AREA
PROPERTY LINE
EXISTING EDGE OF ASPHALT (TYP)
PROJECT DEVELOPMENT
BOUNDARY
CACHE
LA
POUDRE
RIVER
3.25' GRADING BUFFER
10' WALK 9'-17' LANDSCAPE
FENCE
LINE
.8' MIN
DEPTH
2%
ĸ
SITE
NTS
MULTI MODAL PATH
SECTION
B-B
ALIGN.
PROPERTY
LINE
UNDISTURBED SOIL
6'' CONCRETE
EXISTING GROUND
5' MIN TO
SHRUB ȭ
EXISTING DRIVE
R
=
2
5
'
1+00
2+00
PI: 1+72.87
EL=4964.94
PC: 1+26.13
EL=4961.13
PT: 1+49.42
EL=4963.22
R=25'
1
:
26.13'
L
=
2
3
.
2
9
',
R
=
3
5
.
0
'
D
=
03
8
.
1
3
1
:
23.45'
4964
4965
4960.49 TC
4959.12 TC
4960.40 PCR
4961.33 PC
4963.42 PT 4965.01 PC
4961.49 PC 4963.42 PT
4964.74 EX
4965.12 EX
EX. VERTICAL
CURB & GUTTER
(T O REMAIN)
EX. FENCE
PROPOSED FENCE
LIMITS OF GRADING
PROPERTY BOUNDARY
EX. INLET
EX. VERTICAL
CURB & GUTTER
(T O REMAIN)
PROPOSED FENCE
LIMITS OF GRADING
EX. INLET
GATE
EX. TREE (TYP)
PROPOSED
FENCE
4:1
4960
4961
4962
4963
4964
4:1
SITE
VARIES (1%-2%)
VARIES (1%-2%)
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 4
PROFILE: ACCESS STA: 0+50 TO 2+00
4958
4960
4970
4958
4960
4970
0+50 1+00 2+00
3.25%
9.00%
PVI STA = 1+00.50
ELEV = 4959.64
LP ELEV = 4959.91
LP STA = 1+08.94
PVI ELEV = 4960.10
PVI STA = 1+14.70
AD = 5.75%
K = 2.00
11.5 ' VC
PVC STA = 1+08.94
PVC ELEV = 4959.91
PVT STA = 1+20.45
PVT ELEV = 4960.62
HP ELEV = 4964.94
HP STA = 1+72.87
PVI ELEV = 4964.77
PVI STA = 1+66.62
AD = -6.25%
K = 2.00
12.5 ' VC
PVC STA = 1+60.37
PVC ELEV = 4964.21
PVT STA = 1+72.87
PVT ELEV = 4964.94
PROPOSED. GRADE
@ CL OF ROAD
PROPOSED GRADE
@ CL OF ROAD
EX. VERTICAL CURB & GUTTER
(TO REMAIN)
PROPOSED. GRADE
@ CL OF ROAD
EX. VERTICAL CURB & GUTTER
(TO REMAIN)
FILE
DATE
NO. DATE
DSGN DR
REVISION
CHK APVD
SHEET
DWG
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
0 SCALE
1437 LARIMER STREET
DENVER, COLORADO 80202
CLEAN ENERGY COLLECTIVE
RIVERSIDE COMMUNITY SOLAR GARDEN
FORT COLLINS, COLORADO
REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF ENERTIA
CONSULTING GROUP AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ENERTIA CONSULTING GROUP
OCTOBER 09, 2014
UTIILITY & GRADING PLAN JSO MGB JSO JSO
B
B
A
A
PLAN:
HORIZONTAL SCALE: 1" =
ACCESS STA: 0+50 TO 2+00
20'
NTS
TYPICAL ALL WEATHER ACCESS DRIVE
SECTION
A-A
UTP
1 OF 3
UTIL
UTILITY PLAN DOCUMENTS
GENERAL NOTES:
1. THE SPECIFIED SOLAR PANELS, RACKING SYSTEM, AND INVERTER/TRNASFORMER ARE INTENDED
72,//8675$7(*(1(5$/,1)250$7,21$%2877+(&20321(1762)7+(62/$5*$5'(1
COMPONENTS THAT ARE SIMILAR IN APPEARANCE AND FUNCTION MAY BE SUBSTITUTED FOR THE
&20321(17663(&,),('25,//8675$7('217+,66,7(3/$17+(/2&$7,212)7+($55$<6
AND INVERTERS MAY VARY FROM WHAT IS DEPICTED ON THIS SITE PLAN, PROVIDED THE
INSTALLED COMPONENTS MEET ALL REQUIRED SETBACKS.
2. LOCATION OF INVERTER PAD AND TRANSFORMER PAD MAY CHANGE. IF CHANGES ARE
NECESSARY THE EQUIPMENT SHALL BE PLACED IN SUCH A WAY SO THAT THEY ARE SCREENED
AND ARE NOT VISIBLE FROM THE PUBLIC RIGHT OF WAY.
3. THE PV ARRAYS SHALL BE INSTALLED AT EXISTING GRADE WITHOUT CLEARING OR GRUBBING OF
VEGETATION.
4. THE PROPOSED MULTI MODAL PATH ALIGNMENT IS FOR ILLUSTRATIVE PURPOSES ONLY AND IS
SUBJECT TO CHANGE. TRAIL CONSTRUCTION WILL BE COORDINATED WITH FORT COLLINS
UTILITIES DEPARTMENT WHO HOLDS RESPONSIBILITY FOR THIS SITE IMPROVEMENT TO BE
COMPLETED IN STAGES.
5. SEE LANDSCAPE PLANS FOR EXISTING TREE LOCATIONS.
6. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS
STREETS, SIDEWALKS, CURBS & GUTTERS, DESTROYED, DAMAGED, OR REMOVED DUE TO
CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS
STANDARDS AT THE DEVELOPERS EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED
IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
7. THE OBJECTIVE OF THE BUFFER ZONE IS TO PROTECT THE ECOLOGICAL CHARACTER OF THE
NATURAL HABITAT FROM THE IMPACTS OF THE ACTIVITIES ASSOCIATED WITH THE DEVELOPMENTS
AND SHOULD BE MAINTAINED AS NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND
USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER ZONE.
8. IF AREA WITHIN THE HABITAT BUFFER ZONE BECOMES DISTURBED DURING CONSTRUCTION
ACTIVITIES, THE DEVELOPER SHALL RESEED THE AFFECTED AREA AND RESTORE NATIVE
CONDITIONS SUFFICIENTLY. HOWEVER, ANY FURTHER LANDSCAPING, PLANTING AND
MAINTENANCE OF THAT AREA SHALL BE THE RESPONSIBILITY OF FORT COLLINS UTILITIES DEPT.
9. THE VERTICAL CURB AND GUTTER ADJACENT TO THE ACCESS DRIVE SHALL REMAIN IN PLACE.
GUTTER RAMPS SHALL BE USED DURING CONSTRUCTION ACTIVITIES TO PREVENT THE CURB AND
GUTTER FROM BECOMING DAMAGED.
10. CONCRETE MULTI MODAL PATH TO BE CONSTRUCTED BY CITY OF FORT COLLINS.
11. PROPOSED MULTI MODAL PATH ALIGNMENT IS FOR ILLUSTRATIVE PURPOSES ONLY AND IS
SUBJECT TO CHANGE. TRAIL CONSTRUCTION WILL BE COORDINATED WITH FORT COLLINS
UTILITIES DEPARTMENT WHO HOLDS RESPONSIBILITY FOR THIS SITE IMPROVEMENT TO BE
COMPLETED IN STAGES.
EARTHWORK
ACCESS DRIVE: 1,980 SF DISTURBED (1,500 SF ASPHALT) 60 CY (CUT)*
PATH & LANDSCAPE : 18,200 SF DISTURBED 309 CY (CUT)*
*UNADJUSTED
100YR FLOOD ZONE
500 YEAR
FLOOD ZONE
FLOOD ZONE LINE
100 YR FLOOD ZONE
100YR FLOOD ZONE
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 FOR CONCRETE PAVEMENT SHOULD BE EPOXY 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 ENTITY 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. EPOXY 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.
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 (DRAINAGE LETTER, 2014.09.10) BY ENERTIA CONSULTING
GROUP SHALL BE FOLLOWED AND IMPLEMENTED.
3. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A
REGISTERED ENGINEER, MUST BY 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 BY 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.
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.
"GENERAL CONSTRUCTION NOTES #1 THROUGH 18, 20 THROUGH 39, AND 42 THROUGH 46 AS LISTED IN APPENDIX E-1 OF THE LARIMER COUNTY URBAN
AREA STREET STANDARDS (LCUASS) SHALL APPLY AND BE FOLLOWED FOR THIS PROJECT."
"THE CONSTRUCTION NOTES UNDER SUBSECTION STREET IMPROVEMENT NOTES AND TRAFFIC SIGNING, AND PAVEMENT MARKING CONSTRUCTION NOTES
IN APPENDIX E-2 OF THE LARIMER COUNTY URBAN AREA STREET STANDARDS (LCUASS) SHALL APPLY AND BE FOLLOWED BY THIS PROJECT AS
APPLICABLE."
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
³'5<´ 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 ENGINEER 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 (DRAINAGE LETTER,
2014.09.10) BY ENERTIA CONSULTING GROUP 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. THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION OF THE
NEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE
INFORMATION SHALL BE AS FOLLOWS:
BENCHMARKS--LOCAL ENTITY SURVEY.
B.M.NUMBER___________________,ELEV.=_____________________,
DESCRIPTION_______________________________________________.
41. ALL STATIONING IS BASED ON CENTERLINE/FLOWLINW (INSERT PROPER WORD) 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 ³7´
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.
48. APPROVED VARIANCES ARE LISTED AS FOLLOWS:
GENERAL NOTES - APPENDIX E-1-FC/LAR CONSTRUCTION NOTES - APPENDIX E-2
UTIL
SCALE 1" = 2000'±
SITE
GENERAL LEGEND
PROJECT DEVELOPMENT BOUNDARY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED FENCE
SETBACK LINE
RIGHT-OF-WAY
PROPERTY LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING UNDERGROUND TELECOMMUNICATIONS
EXISTING GAS LINE UTILITY
EXISTING DRIVE
PROPOSED ACCESS
CVR
1 OF 1
UTILITY PLAN DOCUMENTS
PROPOSED FENCE
APPLICANT
CLEAN ENERGY COLLECTIVE
3005 CENTER GREEN DRIVE, SUITE 205
BOULDER, CO 80301
CONTACT: MICHELLE ZIMMERMAN
(303) 881-3087
ENGINEER
ENERTIA CONSULTING GROUP, LLC
1437 LARIMER STREET
DENVER, COLORADO 80202
CONTACT: SEAN O'HEARN, PE, PG
(303) 473-3131
SURVEYOR
PRECISION SURVEY
9145 EAST KENYON AVENUE #101
DENVER, COLORADO 80237
CONTACT: CHRIS JULIANA, PLS
(303) 825-4822
UTIL
LEGAL DESCRIPTION: STANDARD NOTES:
1. THE SPECIFIED SOLAR PANELS, RACKING SYSTEM, AND
INVERTERS ARE INTENDED TO ILLUSTRATE GENERAL
INFORMATION ABOUT THE COMPONENTS OF THE SOLAR
)$&,/,7<&20321(1767+$7$5(6,0,/$5,1$33($5$1&(
AND FUNCTION MAY BE SUBSTITUTED FOR THE COMPONENTS
63(&,),('25,//8675$7('217+,66,7(3/$17+(
LOCATION OF THE ARRAYS AND INVERTERS MAY VARY
SLIGHTLY FROM WHAT IS DEPICTED ON THIS SITE PLAN,
PROVIDED THE INSTALLED COMPONENTS MEET ALL
REQUIRED SETBACKS.
2. 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.
ENGINEER CERTIFICATION
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.
DISCLAIMER 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.
DATE:
MULTI MODAL PATH & LANDSCAPE
DESIGNATED AREA
SOLAR ARRAY (TYP)
CHOKECHERRY TO BE PLANTED
AS MITIGATION FOR TREE No. 3 REMOVAL
15
14
13
EXISTING VEGETATION TO REMAIN
WITHIN SOLAR GARDEN
EXISTING VEGETATION TO REMAIN
FILE
DATE
NO. DATE
DSGN DR
REVISION
CHK APVD
SHEET
DWG
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
0 SCALE
1437 LARIMER STREET
DENVER, COLORADO 80202
CLEAN ENERGY COLLECTIVE
RIVERSIDE COMMUNITY SOLAR GARDEN
FORT COLLINS, COLORADO
REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF ENERTIA
CONSULTING GROUP AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ENERTIA CONSULTING GROUP
OCTOBER 09, 2014
LANDSCAPE PLAN JSO MGB JSO JSO
PROPOSED LANDSCAPE BUFFER
GENERAL NOTES:
1. PLANTS SHALL BE DROUGHT RESISTANT AND WILL INITIALLY BE HAND WATERED TO ESTABLISHMENT FOR A
MINIMUM OF 3 YEARS. THE FREQUENCY AND AMOUNT OF IRRIGATION WATER APPLIED SHALL FOLLOW THE
RECOMMENDATION OF A QUALIFIED LANDSCAPE HORTICULTURIST THE QUALIFIED HORTICULTURIST SHALL
MAKE INSPECTIONS OF TREES AND SHRUBS DURING THE 3 YR ESTABLISHMENT PERIOD AND MAY ADVISE
INCREASED IRRIGATION FREQUENCY OR EXTRA YEARS OF IRRIGATION TO ENSURE ESTABLISHMENT.
2. MULCHING SHALL BE PLACED IN AREAS WHERE SOIL COMPACTION AND DAMAGE TO ROOT SYSTEMS IS
REQUIRED TO BE MINIMAL.
3. TRAIL ALIGNMENT IS FOR ILLUSTRATIVE PURPOSES ONLY AND IS SUBJECT TO CHANGE.
4. SEE THIS SHEET FOR ADDITIONAL NOTES, DETAILS, AND PLANT SCHEDULE.
3. THE PV ARRAYS SHALL BE INSTALLED AT EXISTING GRADE WITHOUT CLEARING OR GRUBBING OF
VEGETATION.
7. THE OBJECTIVE OF THE BUFFER ZONE IS TO PROTECT THE ECOLOGICAL CHARACTER OF THE NATURAL
HABITAT FROM THE IMPACTS OF THE ACTIVITIES ASSOCIATED WITH THE DEVELOPMENTS AND SHOULD BE
MAINTAINED AS NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE BUFFER ZONE.
8. IF AREA WITHIN THE HABITAT BUFFER ZONE BECOMES DISTURBED DURING CONSTRUCTION ACTIVITIES, THE
DEVELOPER SHALL RESEED THE AFFECTED AREA AND RESTORE NATIVE CONDITIONS SUFFICIENTLY.
HOWEVER, ANY FURTHER LANDSCAPING, PLANTING AND MAINTENANCE OF THAT AREA SHALL BE THE
RESPONSIBILITY OF FORT COLLINS UTILITIES DEPT.
9. BARE AREAS WITHIN THE HABITAT BUFFER ZONE SHALL BE RE-SEEDED. RE-SEEDING SHALL BE THE
RESPONSIBILITY OF THE FORT COLLINS UTILITY DEPARTMENT.
10' MULTI MODAL PATH
SEE UTILITY PLAN DOCUMENTS
SHT 3
PROPOSED FENCE
(SEE DETAIL ON SHT 3)
AG. (TYP)
LOW SEED MIX (TYP)
9'-17' LANDSCAPE BUFFER
HABITAT BUFFER ZONE
LANDSCAPE/PLANTING
(BY FC UTILITIES)
HABITAT BUFFER ZONE
LANDSCAPE/PLANTING
(BY FC UTILITIES)
115' MIN BUFFER
HABITAT
BUFFER ZONE
ARRAY (TYP)
PROPOSED ACCESS DRIVE
EXISTING DRIVE
EXISTING FENCE
20' SETBACK
TOP OF BANK
EX. ASPHALT
(TO REMAIN UNTIL
FUTURE RESORATION)
EXISTING TREES TO
REMAIN (TYP)
SEED NOTES:
1. SEED SHALL BE LABELED IN ACCORDANCE WITH THE U.S. DEPARTMENT OF AGRICULTURE, RULES AND
REGULATIONS AND FEDERAL SEED ACT. SEED SHALL BE EQUAL IN QUALITY TO THE STANDARDS FOR
"CERTIFIED SEED" AND SHALL BE FURNISHED IN SEALED, UNOPENED, STANDARD CONTAINERS. SEED
SHALL BE FRESH, CLEAN, PURE LIVE SEED WITH THE VARIETIES MIXED IN PROPORTIONS BY WEIGHT
SHOWN AND MEETING THE MINIMUM PERCENTAGES OF PURITY AND GERMINATION SPECIFIED.
2. SEED SHALL BE APPLIED AT A RATE SHOWN BY MIX. SEED SHALL PASS GOVERNMENT TEST OF
GERMINATION OF EIGHTY PERCENT (80%) AND FOR PURITY OF NINETY PERCENT (90%). THE PURE LIVE
SEED SHALL NOT BE LESS THAN SIXTY SEVEN ON ONE-HALF PERCENT (67.5%) FOR ANY ONE VARIETY, WITH
THE AVERAGE OF THE MIXTURE, NO LESS THAN SEVENTY TWO PERCENT (72%). ALL SEED SHALL BE FREE
OF POA ANNUA AND ALL NOXIOUS OBJECTIONABLE WEEDS WITH A MAXIMUM CROP OF ONE-TENTH
PERCENT (0.1%) AND MAXIMUM WEED OF ONE TENTH PERCENT (0.1%). IF SEED AVAILABLE ON THE MARKET
DOES NOT MEET THE MINIMUM PURITY AND GERMINATION PERCENTAGES SPECIFIED, THE CONTRACTOR
MUST COMPENSATE BY FURNISHING SUFFICIENT ADDITIONAL SEED TO EQUAL THE SPECIFIED PRODUCT.
3. SPREAD ORGANIC SOIL AMENDMENT MATERIALS, AT A RATE OF 2 C.Y. PER 1000 SQUARE FEET, EVENLY
OVER ENTIRE AREA AND THOROUGHLY INCORPORATE, BY MIXING, ROTOTILLING OR FINELY DISKING (MAX.
1" SIZE), TO A DEPTH OF SIX INCHES. ALL STONES, STICKS AND DEBRIS BROUGHT TO THE SURFACE SHALL
BE REMOVED FROM THE SITE PROPERLY DISPOSED OF BY THE CONTRACTOR, AT NO ADDITIONAL COST TO
THE OWNER. ALL SEED AREAS WILL THEN BE RAKED AND ROLLED TO THE DESIRED FINISHED GRADES WITH
GENTLY SLOPING SURFACES TO ADEQUATELY DRAIN ALL SURFACE WATER RUNOFF. THE FINISHED
SURFACE SHALL BE EVEN AND UNIFORM AND NO DIRT CLODS LARGER THAN ONE INCH (1") IN DIAMETER
SHALL APPEAR ON THE SURFACE. THE SOIL SURFACE SHALL BE SMOOTH, LOOSE AND OF FINE TEXTURE,
AND BE FLUSH WITH ALL PAVING EDGES.
4. CONTRACTOR SHALL USE APPROPRIATE MECHANICAL POWER (BRILLION SEEDER OR EQUAL) TO DRILL THE
SEED INTO THE SEEDBED WHEREVER POSSIBLE. SEED SHALL BE SOWN TO A DEPTH OF ONE-HALF INCH
(1
2"). DRILLING SHALL BE DONE IN 2 SEPARATE APPLICATIONS CROSSING THE AREA AT RIGHT ANGLES TO
ONE ANOTHER TO GURANTEE PROPER COVERAGE. ON SLOPING LAND, SEEDING OPERATIONS SHALL
FOLLOW THE GENERAL CONTOUR. AREAS TOO SMALL TO DRILL SEED MAY BE BROADCAST BY HAND AND
APPLICATION RATES SHALL BE DOUBLED. SEEDING OF ANY KIND WILL NOT BE PERMITTED WHEN WIND
VELOCITY IS SUCH AS TO PREVENT UNIFORM SEED DISTRIBUTION. NO APPLICATION SHALL TAKE PLACE
WITH THE PRESENCE OF FREE SURFACE WATER OR WHEN GROUND IS FROZEN OR CANNOT BE TILLED.
5. ALL SEED AREAS SHALL BE HYDRO MULCHED WITH A FIBROUS SLURRY MIXTURE
CONTAINING A TACKIFIER AGENT WITHIN 24 HOURS OF DRILLING OR BROADCAST AT A RATE OF 2,000
LBS. PER ACRE.
LANDSCAPE & SOIL PREPARATION NOTES:
1. ALL PLANT MATERIALS ARE TO BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
PLANT SPECIES MAY NOT BE SUBSTITUTED WITHOUT WRITTEN PERMISSION FROM THE LANDSCAPE
ARCHITECT.
2. ALL SHRUB BEDS ARE TO BE MULCHED WITH FIR FIBER MULCH AT A CONSISTENT DEPTH OF 4". SUBMIT
SAMPLE FOR APPROVAL PRIOR TO INSTALLATION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO EXISTING UTILITIES, CURB
AND GUTTER, WALLS, OR WALKWAYS AND OTHER STRUCTURES THAT IS A RESULT OF THEIR WORK. THE
REPAIR OF SUCH DAMAGE WILL BE AT NO ADDITIONAL COST TO THE OWNER.
4. THE CONTRACTOR SHALL FINE GRADE ALL AREAS TO BE PLANTED. THE CONTRACTOR SHALL REMOVE
REQUIRED DEPTH OF SOIL ALONG WALKWAYS TO ACCOMMODATE SOD OR MULCH DEPTH.
5. TEST PRE-EXISTING SOIL IN LANDSCAPE AREA FOR MINERAL AND ORGANIC MATTER CONTENT TO
DETERMINE PROPER SOIL AMENDMENTS BASED ON RESULTS OF THE SOIL TEST.
6. PREPARE PLANTING BEDS PER SPECIFICATIONS.
7. NON-DYED SHREDDED CEDAR MULCH IS THE PREFERRED MULCH IN ALL AREAS VISIBLE FROM THE STREET.
8. INSTALL A CONTINUOUS COMMERCIAL GRADE WEED BARRIER AT PLANTING TIME, WHERE APPROPRIATE.
9. INSTALL A CONTINUOUS EDGER BETWEEN THE PLANT BED AND LAWN, AND BETWEEN WOOD AND ROCK
MULCH AREAS.
10. TREES PLANTED IN TURF AREAS SHOULD HAVE A MINIMUM 48" DIAMETER MULCH RING SURROUNDING THE
TRUNK. DO NOT PLACE MULCH DIRECTLY AGAINST THE TREE TRUNK.
11. PLANT TREES AND SHRUBS PER DETAILS AND SPECIFICATIONS.
12. FORM SOIL INTO A 3” TO 5” TALL WATERING RING (SAUCER) AROUND PLANTING AREA. THIS IS NOT
NECESSARY IN IRRIGATED TURF AREAS. APPLY 4” DEPTH OF SPECIFIED MULCH INSIDE WATERING RING.
TREE PROTECTION NOTES:
1. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A
FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE
DISTURBANCE.
2. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY
STANDARDS.
3. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED
EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN
HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF
(½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF
EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.
4. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING
OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS,
OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A
TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
5. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.
6. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR
LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF,"
RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION
(G)(3). THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET
APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH
AREAS BEING CLEARED.
7. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING
EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT
SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE
AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM
TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART ON THIS SHEET.
SEED MIX (TYP)
EXISTING BUILDING
(TO BE REMOVED)
EXISTING TRACKS
TOP OF BANK
EX. GATE
LOW SEED MIX (10,00 SF)
TREE DIAMETER AT
BREAT HEIGHT (INCHES)
AUGER DISTANCE FROM
FACE OF TREE (FEET)
0 - 2 1
3 - 4 2
5 - 9 5
10 - 14 10
15 - 19 12
OVER 19 15
AUGER-TREE CLEARANCE
HABITAT
BUFFER ZONE
LEGEND
ROCKY MOUNTAIN JUNIPER
TALL GRASSES
NATIVE SEED MIX
AUTUMN BRILLIANCE SERVICE
BERRY
CHOKE CHERRY
LOW GRASS SEED
E.G. CANADA WILDRYE OR PERENNIALS
WOOD ROSE, CURRANT, FALSE INDIGO BUSH, RABBIT
BRUSH, SERVICE BERRY, BOULDER RASPBERRY
(MIX RATIO TO BE THE RESPONSIBILITY OF FORT COLLINS)
PLANT LIST
TREE AND SHRUB PLANTING
FUTURE TRAIL
(BY FC UTILITES)
TYPE III BARRICADE
LSP
1 OF 3
PLANNING DOCUMENTS
PRVIM. (TYP)
W/ 3'' TO 5'' WATER SAUCER
W/ 3'' TO 5'' WATER SAUCER
NOTE: THE DISTANCE BETWEEN THE CONCRETE MULTI
MODAL PATH AND THE CENTER OF ANY SHRUB/TREE SHALL
BE A MIN OF 5'
MULTI MODAL PATH & LANDSCAPE
DESIGNATED AREA
PLNG
100YR FLOOD ZONE
500 YEAR
FLOOD ZONE
FLOOD ZONE LINE
100 YR FLOOD ZONE
100YR FLOOD ZONE
SEED MIX (TYP)
EXISTING BUILDING
(TO BE REMOVED)
SEE SHEET 3 FOR LANDSCAPE DETAILS
EXISTING CONCRETE
(TO BE REMOVED)
EXISTING CONCRETE
(TO BE REMOVED)
PROJECT DEVELOPMENT BOUNDARY
EX TREES
TO REMAIN
(TYP.)
EX. GAS LINE
(TO BE ABANDONED)
EX. ABANDONED
TELEPHONE
EXISTING
CONCRETE
EX. FENCE
CHAIN LINK W/BARED WIRE
(TO BE MODIFIED AS SHOWN)
TIE TO EXISTING FENCE
TIE TO EXISTING FENCE
EX. STORM INLET
EXISTING CONCRETE
(TO BE REMOVED)
GATE
EXISTING ASPHALT
(TO REMAIN UNTIL
FUTURE RESORATION)
TOP OF BANK
TOP OF BANK
EXISTING CONCRETE
(TO BE REMOVED)
EX. RETAINING WALL
(TO REMAIN)
SOLAR ARRAY
(TYP)
EX. GATE
TOP OF BANK
TYPE III BARRICADE
HABITAT BUFFER ZONE
LANDSCAPE/PLANTING
BY FC UTILITIES
(SEE SHT 3)
EXISTING
CONCRETE
WALK (TYP)
HABITAT BUFFER ZONE
LANDSCAPE/PLANTING
BY FC UTILITIES
(SEE SHT 3)
REMOVE AND REPLACE
ACCESS RAMP
(SEEUTILITY PLAN DOCUMENTS SHT 3)
7' HIGH FENCE
(SEE DETAIL ON SHT 4)
GRAVEL EMERGENCY TURNAROUND
MULTI MODAL PATH & LANDSCAPE DESIGNATED AREA
100YR FLOOD ZONE
500 YEAR
FLOOD ZONE
FLOOD ZONE LINE
100 YR FLOOD ZONE
100YR FLOOD ZONE
FILE
DATE
NO. DATE
DSGN DR
REVISION
CHK APVD
SHEET
DWG
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
0 SCALE
1437 LARIMER STREET
DENVER, COLORADO 80202
CLEAN ENERGY COLLECTIVE
RIVERSIDE COMMUNITY SOLAR GARDEN
FORT COLLINS, COLORADO
REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF ENERTIA
CONSULTING GROUP AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ENERTIA CONSULTING GROUP
OCTOBER 09, 2014
SITE PLAN JSO MGB JSO JSO
GENERAL NOTES:
1. THE SPECIFIED SOLAR PANELS, RACKING SYSTEM, AND INVERTER/TRNASFORMER ARE INTENDED TO ILLUSTRATE
*(1(5$/,1)250$7,21$%2877+(&20321(1762)7+(62/$5*$5'(1&20321(1767+$7$5(6,0,/$5,1
APPEARANCE AND FUNCTION MAY BE SUBSTITUTED FOR THE COMPONENTS SPECIFIED OR ILLUSTRATED ON THIS
6,7(3/$17+(/2&$7,212)7+($55$<6$1',19(57(560$<9$5<)520:+$7,6'(3,&7('217+,66,7(
PLAN, PROVIDED THE INSTALLED COMPONENTS MEET ALL REQUIRED SETBACKS.
2. LOCATION OF INVERTER PAD AND TRANSFORMER PAD MAY CHANGE. IF CHANGES ARE NECESSARY THE
EQUIPMENT SHALL BE PLACED IN SUCH A WAY SO THAT THEY ARE SCREENED AND ARE NOT VISIBLE FROM THE
PUBLIC RIGHT OF WAY.
3. THE PV ARRAYS SHALL BE INSTALLED AT EXISTING GRADE WITHOUT CLEARING OR GRUBBING OF VEGETATION.
4. THE PROPOSED MULTI MODAL PATH ALIGNMENT IS FOR ILLUSTRATIVE PURPOSES ONLY AND IS SUBJECT TO
CHANGE. TRAIL CONSTRUCTION WILL BE COORDINATED WITH FORT COLLINS UTILITIES DEPARTMENT WHO HOLDS
RESPONSIBILITY FOR THIS SITE IMPROVEMENT TO BE COMPLETED IN STAGES.
5. SEE LANDSCAPE PLANS FOR EXISTING TREE LOCATIONS.
6. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS,
SIDEWALKS, CURBS & GUTTERS, DESTROYED, DAMAGED, OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT,
SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPERS EXPENSE PRIOR
TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST
CERTIFICATE OF OCCUPANCY.
7. THE OBJECTIVE OF THE BUFFER ZONE IS TO PROTECT THE ECOLOGICAL CHARACTER OF THE NATURAL HABITAT
FROM THE IMPACTS OF THE ACTIVITIES ASSOCIATED WITH THE DEVELOPMENTS AND SHOULD BE MAINTAINED AS
NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
BUFFER ZONE.
8. IF AREA WITHIN THE HABITAT BUFFER ZONE BECOMES DISTURBED DURING CONSTRUCTION ACTIVITIES, THE
DEVELOPER SHALL RESEED THE AFFECTED AREA AND RESTORE NATIVE CONDITIONS SUFFICIENTLY. HOWEVER,
ANY FURTHER LANDSCAPING, PLANTING AND MAINTENANCE OF THAT AREA SHALL BE THE RESPONSIBILITY OF
FORT COLLINS UTILITIES DEPT.
9. THE VERTICAL CURB AND GUTTER ADJACENT TO THE ACCESS DRIVE SHALL REMAIN IN PLACE. GUTTER RAMPS
SHALL BE USED DURING CONSTRUCTION ACTIVITIES TO PREVENT THE CURB AND GUTTER FROM BECOMING
DAMAGED. OSP
1 OF 2
PLANNING DOCUMENTS
PLNG
INVERTERS ARE INTENDED TO ILLUSTRATE GENERAL
INFORMATION ABOUT THE COMPONENTS OF THE SOLAR
)$&,/,7<&20321(1767+$7$5(6,0,/$5,1$33($5$1&(
AND FUNCTION MAY BE SUBSTITUTED FOR THE COMPONENTS
63(&,),('25,//8675$7('217+,66,7(3/$17+(
LOCATION OF THE ARRAYS AND INVERTERS MAY VARY
SLIGHTLY FROM WHAT IS DEPICTED ON THIS SITE PLAN,
PROVIDED THE INSTALLED COMPONENTS MEET ALL
REQUIRED SETBACKS.
2. 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.
OVERALL SITE AREA
SCALE 1" = 100'
APPLICANT
CLEAN ENERGY COLLECTIVE
3005 CENTER GREEN DRIVE, SUITE 205
BOULDER, CO 80301
CONTACT: MICHELLE ZIMMERMAN
(303) 881-3087
ENGINEER
ENERTIA CONSULTING GROUP, LLC
1437 LARIMER STREET
DENVER, COLORADO 80202
CONTACT: SEAN O'HEARN, PE, PG
(303) 473-3131
SURVEYOR
PRECISION SURVEY
9145 EAST KENYON AVENUE #101
DENVER, COLORADO 80237
CONTACT: CHRIS JULIANA, PLS
(303) 825-4822
VICINITY MAP
SCALE 1" = 2000'±
CVR
1 OF 1
SITE
GENERAL LEGEND
PROJECT DEVELOPMENT BOUNDARY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED FENCE
SETBACK LINE
RIGHT-OF-WAY
PROPERTY LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING UNDERGROUND TELECOMMUNICATIONS
EXISTING GAS LINE UTILITY
EXISTING DRIVE
PROPOSED ACCESS
PLANNING DOCUMENTS
PROPOSED FENCE
MULTI MODAL PATH & LANDSCAPE
DESIGNATED AREA
ENGINEER CERTIFICATION
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.
DISCLAIMER 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.
DATE:
PLNG