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2901 Blake Street, Suite 100, Denver, CO 80205
303.861.8555
Denver
Issue Date:
Project:
Original Issuance:
COPYRIGHT - DAVIS PARTNERSHIP, P.C.
UNIVERSITY OF COLORADO - COLORADO
SPRINGS MAIN HALL SOCIETY GARDEN
RENOVATION
07/05/2016
2016
UCCS MAIN HALL, UCCS PEDESTRIAN SPINE,
COLORADO SPRINGS, COLORADO 80918
16603.00
CONSTRUCTION DOCUMENTS
2901 Blake Street, Suite 100
Denver, CO 80205
303.861.8555
Denver
DPA Project:
Sheet Number:
COPYRIGHT - DAVIS PARTNERSHIP, P.C.
Sheet Title:
Consultant
Revision Date No.
Sheet Information
Project Information
Location Map
Issuance Date
6/1
7/2
01
6 9
:5
7:4
8 A
M
16603.00
SHEET INDEX AND
GENERAL NOTES
2016
07/05/16
CONSTRUCTION
DOCUMENTS
NTS
LOCATION MAP
SITE LOCATION
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G-001
Project Team
OWNER
UNIVERSITY OF COLORADO COLORADO SPRINGS
FACILITIES SERVICES, CSB 209
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
719-255-4159
CHARLES CUMMINGS, PROJECT MANAGER
LANDSCAPE ARCHITECT
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET
SUITE 100
DENVER, CO 90205
303-861-8555
LYNN MOORE
JAMES ATCHISON
Sheet Index
SHEET INDEX
Number Sheet
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General
G-000 COVER SHEET CONST DOCS 07/05/16
Landscape
L-101 PAVING AND FURNISHING PLAN CONST DOCS 07/05/16
L-151
L-501
L-502
LANDSCAPE PLAN CONST DOCS 07/05/16
SITE DETAILS CONST DOCS 07/05/16
LIGHTING AND DONOR ELEMENT DETAILS CONST DOCS 07/05/16
L-551 LANDSCAPE DETAILS CONST DOCS 07/05/16
LD001 DEMOLITION DIRECTIONS CONST DOCS 07/05/16
G-001 SHEET INDEX AND GENERAL NOTES CONST DOCS 07/05/16
1. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING SITE CONDITIONS AND DETERMINE THE EXTENT OF WORK PRIOR TO
ANY AND ALL CONSTRUCTION. NOTIFY OWNER OF ANY DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL
CONDITIONS.
2. COMPLY WITH ALL LOCAL, STATE, AND FEDERAL CODES, LAWS AND REGULATIONS.
3. CONTRACTOR IS RESPONSIBLE TO COORDINATE INSPECTION SERVICES PROVIDED BY COLORADO SPRINGS FIRE
DEPARTMENT AND STATE INSPECTORS. REQUIRED PERMITS AND FEES FOR ELECTRICAL INSPECTIONS ARE TO BE BY THE
GENERAL CONTRACTOR.
4. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS,CONSTRUCTION METHODS AND CRAFTSMANSHIP. ALL NEW
WORK IS TO BE PLUMB, LEVEL, AND SQUARE.
5. VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE UCCS PROJECT MANAGER OF ANY DISCREPANCIES BETWEEN THE
DRAWINGS AND ACTUAL CONDITIONS.
6. THE CONTRACTOR IS RESPONSIBLE TO BRING DISCREPANCIES OR CONFLICTS BETWEEN DRAWINGS AND SPECFIICATIONS TO
THE IMMEDIATE ATTENTION OF THE UCCS PROJECT MANAGER BEFORE BID OPENING FOR RESOLUTION. DO NOT ASSUME
CORRECTNESS OF ONE DOCUMENT OR THE OTHER.
7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK WITH OTHER TRADES AND THE OWNER'S SELF-PERFORMED
WORK WHEREVER AND WHENEVER THEY OVERLAP.
8. COORDINATE CONSTRUCTION ACTIVITIES WITH OWNER'S SCHEDULE. MAINTAIN EGRESS AROUND STATUE AREA AT ALL TIMES.
NEARBY CLASSROOMS AND OFFICES WILL BE USED DURING CONSTRUCTION. ACTIVITIES CAUSING NOISE, VIBRATION, ODORS,
DUST, ETC. AND ACTIVITIES WHICH REQUIRE CLOSURE OF PART OF OR ALL OF THE PEDESTRIAN SPINE OR BUILDING ENTRIES
MUST BE COORDINATED WITH THE OWNER'S SCHEDULE AND USE.
9. DO NOT SCALE DRAWINGS. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE TO FACE OF NEW FINISH OR FACE OF EXISTING
WALL.
10. ALL EXISTING CONDITIONS TO REMAIN SHALL BE PROTECTED DURING DEMOLITION AND CONSTRUCTION OPERATIONS.
PROTECT ADJACENT AREAS FROM DUST AND DEBRIS. MINIMIZE DAMAGE TO EXISTING LANDSCAPING AND PAVING. DAMAGED
LANDSCAPING AND PAVING MUST BE REPLACED IN KIND. MAINTAIN A CLEAN, SAFE WORK ENVIRONMENT AT ALL TIMES.
11. PROVIDE PEDESTRIAN PROTECTION AROUND THE CONSTRUCTION AREAS. PROVIDE FLAGGERS AND ADDITIONAL PEDESTRIAN
PROTECTION AS REQUIRED WHEN MOVING EQUIPMENT OR VEHICLES ON THE PEDESTRIAN SPINE. COORDINATE THESE
EFFORTS WITH UCCS PROJECT MANAGER.
12. EXISTING UTILITIES AND IRRIGATION LINES ARE TO REMAIN UNLESS OTHERWISE NOTED. PATCH AND REPAIR OR REPLACE
EXISTING PAVING, FINISHES, ETC. WHERE AFFECTED BY NEW CONSTRUCTION.
13. GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE INSPECTION SERVICES PROVIDED BY ANY STATE INSPECTOR.
14. HOURS AVAILABLE FOR CONSTRUCTION ARE FROM 7:00 AM TO 10:00 PM OR AS OTHERWISE ARRANGED WITH THE UCCS
PROJECT MANAGER.
15. PARKING: THE CONTRACTOR IS RESPONSIBLE FOR COST OF PARKING PERMITS, FEES, FINES, ETC. INCURRED DURING THE
COURSE OF THE PROJECT. PARKING WILL BE FREE FROM AUGUST 6TH TO AUGUST 21ST. AFTER AUGUST 21ST CONTRACTORS
WILL BE RESPONSIBLE FOR THE COST OF PARKING. NO PERSONAL VEHICLES ARE ALLOWED AT THE CONSTRUCTION SITE.
CONSTRUCTION VEHICLES MAY BE AT THE SITE FOR THE PURPOSE OF LOADING OR UNLOADING EQUIPMENT AND MATERIALS,
BUT THEN MUST BE REMOVED FROM THE CONSTRUCTION SITE. COORDINATE PARKING WITH UCCS PROJECT MANAGER.
16. CONTRACTOR STORAGE AREA: A SMALL STORAGE AREA FOR TOOLS AND MATERIALS NEAR THE PROJECT SITE WILL BE
PROVIDED. COORDINATE STORAGE AREA WITH UCCS PROJECT MANAGER.
17. TRASH AND RECYCLING: CONTRACTOR TO PROVIDE DUMPSTER AND RECYCLING PICKUP FOR PROJECT. COORDINATE
DUMPSTER LOCATION WITH UCCS PROJECT MANAGER.
18. TEMPORARY TOILET FACILITIES: CONTRACTOR TO PROVIDE PORTABLE TOILET(S) FOR CONTRACTOR USE DURING THE
PROJECT. COORDINATE TOILET LOCATION WITH UCCS PROJECT MANAGER.
GENERAL NOTES
2012 INTERNATIONAL BUILDING CODE (IBC)
2014 NATIONAL ELECTRICAL CODE (NEC)
2009 ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
NOTE: ALTHOUGH FOOTING DESIGN AND CONSTRUCTION ARE TO CONFORM TO IBC STANDARDS, NO CODE REVIEW PROCESS IS NECESSARY
FOR THIS PROJECT. INSPECTION BY THE STATE ELECTRICAL INSPECTOR WILL BE REQUIRED FOR THE NEW LIGHTING SYSTEMS.
STATE ADOPTED CODES
CONTRACTOR
STAGING AREA
UNIVERSITY TO REMOVE TREES PRIOR TO SITE DEMOLITION
CONTRACTOR TO REMOVE STONE PLANTER
CONTRACTOR TO CLEAR AND GRUB ANY LANDSCAPING NOT SALVAGED BY UCCS.
EXISTING VINES TO REMAIN IN PLACE, CONTRACTOR TO PROTECT VINES
DURING CONSTRUCTION
2901 Blake Street, Suite 100
Denver, CO 80205
303.861.8555
Denver
DPA Project:
Sheet Number:
COPYRIGHT - DAVIS PARTNERSHIP, P.C.
Sheet Title:
Consultant
Revision Date No.
Sheet Information
Project Information
Issuance Date
6/1
7/2
01
6 9
:5
7:4
8 A
M
16603.00
DEMOLITION
DIRECTIONS
2016
07/05/16
CONSTRUCTION
DOCUMENTS
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LD001
NTS (FOR REFERENCE ONLY)
DEMOLITION EXHIBIT B
DEMOLITION EXHIBIT C
1. THE DEMOLITION SHEET IS BASED ON EXISTING CONDITION SITE INFORMATION OBTAINED FROM THE OWNER. DAVIS
PARTNERSHIP HAS NOT FIELD VERIFIED EXISTING CONDITIONS. REMOVAL ITEMS SHOWN ARE BASED ON BEST AVAILABLE
INFORMATION AND ARE SHOWN SCHEMATICALLY. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID TO BE FULLY
FAMILIAR WITH THE EXTENT OF THE REMOVAL ITEMS. THE CONTRACTOR IS RESPONSIBLE FOR ALL REMOVALS NECESSARY
TO COMPLETE CONSTRUCTION. QUESTIONS REGARDING ITEMS TO BE REMOVED SHALL BE DIRECTED TO DAVIS PARTNERSHIP
PRIOR TO DEMOLITION ACTIVITIES.
2. CAREFULLY PRESERVE AND MAINTAIN EXISTING BENCHMARKS, HORIZONTAL/VERTICAL CONTROL MONUMENTS, PROPERTY
LINE PIPES AND PINS AND OTHER REFERENCE POINTS. CONTRACTOR TO RESTORE OR REPLACE AT OWN EXPENSE.
3. ONSITE BLASTING AND BURNING IS NOT ALLOWED. EMPLOY JACK HAMMERING AND OTHER LOUD NOISES AND METHODS
SPARINGLY AND ONLY DURING TIME PERIODS APPROVE BY OWNER.
4. CONTRACTOR SHALL ARRANGE FOR DISPOSITION OF REMOVAL ITEMS IN ACCORDANCE WITH LOCAL REQUIREMENTS.
LOCATION OF DUMP, LENGTH OF HAUL, AND DISPOSAL EXPENSES ARE CONTRACTOR'S RESPONSIBILITY.
5. MATERIALS ENCOUNTERED THAT ARE SUSPECTED OF CONTAINING HAZARDOUS MATERIALS SHALL NOT BE DISTURBED.
CONTACT ARCHITECT OR OWNER IMMEDIATELY.
6. SALVAGED ITEMS ARE TO BE CLEANED, PACKED OR CRATED IN CLEARLY IDENTIFIED CONTAINERS, AND STORED IN A SECURE
AREA UNTIL DELIVERED TO OWNER. CONTRACTOR TO PROTECT ITEMS FROM DAMAGE DURING TRANSPORT AND STORAGE.
7. THE CONTRACTOR SHALL CONTACT OWNER TO ARRANGE THE STORAGE OF ANY REMOVED SIGNS, LIGHTING, OR OTHER
OBJECTS THAT ARE IDENTIFIED ON THE PLAN AS BEING RETURNED TO OWNER.
8. ALL EXISTING PLANTS TO REMAIN ARE TO BE PROTECTED FROM DAMAGE BY CONSTRUCTION OPERATIONS. DO NOT OPERATE
EQUIPMENT, STORE, STOCKPILE, OR PARK WITHIN DRIP LINE OF PLANTS. REMOVE SOD OVER PROMINENT ROOTS BY HAND TO
MINIMIZE DAMAGE TO ROOT SYSTEM. CONTRACTOR IS RESPONSIBLE FOR HEALTH AND LIFE OF ALL PLANTS TO REMAIN OR BE
RELOCATED THROUGHOUT CONSTRUCTION AND WARRANTY PERIOD.
9. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING IRRIGATION MAINLINE PRIOR TO DEMOLITION ACTIVITIES.
IRRIGATION TO EXISTING LANDSCAPE AREAS SHALL BE PROTECTED AND MAINTAINED DURING CONSTRUCTION.
10. MINIMIZE DISTURBANCE IN CONSTRUCTION STAGING AREAS. REPLACE/RESTORE ALL LANDSCAPE, HARDSCAPE, IRRIGATION,
LIGHTING, ETC. WHICH IS DISTURBED BY CONSTRUCTION.
11. CONTRACTOR TO CONDUCT SELECTIVE DEMOLITION AND DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUM
INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.
12. CONTRACTOR TO PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTIONS REQUIRED TO PREVENT INJURY TO PEOPLE
AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN.
13. CONTRACTOR SHALL NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. CONTRACTOR TO REMOVE AND
TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS.
14. CONTRACTOR TO COMPLY WITH ALL APPLICABLE LAWS FOR MATERIALS TRANSPORTATION DURING ONSITE AND OFFSITE
HAULING.
15. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE DEMOLITION
OPERATIONS. RETURN ADJACENT AREAS TO EXISTING CONDITION BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN.
16. THE LIMITS OF WORK DESCRIBED IN THE DRAWINGS ARE APPROXIMATE. WORK REQUIRED OUTSIDE THESE LIMITS WHICH IS
NEEDED TO MEET THE INTENT OF THE DRAWING IS THE RESPONSIBILITY OF THE CONTRACTOR.
SELECTIVE DEMOLITION NOTES
SCALE: 1" = 5'-0"
DEMOLITION EXHIBIT A
NTS (FOR REFERENCE ONLY)
CENTER OF ELLIPSE
N 1386333.67
E 3200010.18
R
4
.8
2
'
R
4
.8
2
'
PEDESTRIAN LIGHT POLE,
RE: D5, B2/L-502
CENTER OF ELLIPSE
N 1386326.63
E 3200022.95
CENTER OF ELLIPSE
N 1386340.71
E 3199997.41
PEDESTRIAN
LIGHT POLE,
RE: D5, B2/L-502
5
.
5
0
'
5
.
5
0
'
5
.
5
0
'
7
.
5
0
'
7
.
5
0
'
2
3
.
0
0
'
3
1
.
0
0
'
MULCH - TYPE 1
EXISTING CONCRETE PAVING TO REMAIN
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
℄
℄℄
℄
EXISTING SOD
TO REMAIN
6" HT. CONCRETE CURB
EXISTING CONCRETE
SEAT TO REMAIN, TYP.
EXISTING TREE TO REMAIN, TYP.
RELOCATED KAREN POSSEHL GARDEN SIGN,
FINAL LOCATION PER OWNER
BENCH - TYPE 2
RE: B5/L-501
STEEL EDGER, TYP.
R11.0
0'
R
7
.0
0
'
R
1
1
.
0
0
'
R
7
.
0
0
'
3
.
0
0
'
5
.
5
5
'
5
.
9
8
'
STAMPED CONCRETE, TYP.
1
5
.
0
0
'
8
.
0
0
'
PC
N 1386329.21
E 3200028.17
PC
N 1386320.84
E 3200023.55
MPC
N 1386328.12
E 3200020.25
MPC
N 1386339.22
E 3200000.11
EPC
N 1386347.24
E 3200017.67
EOW
N 1386322.16
E 3200015.27
3
.
0
0
'
7
.
5
0
'
EOW
N 1386335.50
E 3200022.63
BOULDER, TYP.
RE: A5/L-501
GROUND LIGHT,
RE: D5, B4, B5/L-502
COLORED CONCRETE, TYP.
BENCH - TYPE 1
RE: B5/L-501
EXISTING SOD
TO REMAIN
STONE SEAT, TYP.
RE: A4, B4/L-501
6" THICK HONED, ETCHED GRANITE SEAL,
COLOR: CARNELIAN, ETCHING PATTERN TO
BE PROVIDED BY OWNER
Ø
4
.
3
3
'
EXISTING PEDESTRIAN SPINE
DONOR ELEMENT, RE: A5/L-502
10" WIDE COLORED
CONCRETE BAND
3
.
0
0
'
IRRIGATION SLEEVING, TYP.
7
.
0
0
'
4
.
8
5
'
EXISTING MAIN HALL BUILDING
2
0
.
0
0
'
F
I
R
E
L
A
N
E
,
K
E
E
P
C
L
E
A
R
PROVIDE SLEEVING FOR EXISTING IRRIGATION MAIN LINE
IN ADDITION TO PROPOSED IRRIGATION SLEEVING
ELECTRICAL GROUND BOX
FOR POINT OF
CONNECTION
STANDARD GRAY CONCRETE
2
3
4
2
21
1
1
1
2
2
2
2
2
2
2
3
3
3
4
BUILDING
UPLIGHT, TYP.
FIELD LOCATE
WITH OWNER
APPROVAL
TAN TO BROWN BOULDERS OR APPROVED EQUAL.
ANGULAR, WEATHERED APPEARANCE. H X W X D
0' 2.5' 5' 10'
PAVING AND FURNISHINGS PLAN
NORTH
SCALE: 1" = 5' - 0'
16603.00
CONSTRUCTION
DOCUMENTS
2901 Blake Street, Suite 100
Denver, CO 80205
303.861.8555
Denver
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DPA Project:
Sheet Number:
COPYRIGHT - DAVIS PARTNERSHIP, P.C.
Sheet Title:
Revisions Date No.
Sheet Information
Project Information
Issuance Date
Consultant
2/24/2016 10:50:41 A
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Consultant
L-101
PAVING AND FURNISHINGS
PLAN
SITE MATERIALS LEGEND
GENERAL NOTES
1. THE BASE DRAWINGS FOR THIS WORK HAVE BEEN PROVIDED BY THE OWNER FOR USE IN THE DESIGN AND CONSTRUCTION OF THE
PROJECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THE BASE DRAWINGS.
2. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SITE CONDITIONS PRIOR TO COMMENCING ANY WORK. INSPECT
EXISTING SITE CONDITIONS AFFECTING WORK FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. PRIOR TO COMMENCING
LANDSCAPE WORK, ADVISE THE PROJECT LANDSCAPE ARCHITECT OF ANY INCONSISTENCIES WITH SAID CONDITIONS FOR RESOLUTION.
3. COORDINATE LANDSCAPE WORK WITH OTHER CONSTRUCTION TO ENSURE PROPER SEQUENCING OF WORK, TO MINIMIZE CONFLICTS,
AND TO PROTECT IN-PLACE WORK FROM DAMAGE.
4. CONTRACTOR TO CONDUCT PRE-CONSTRUCTION MEETING TO REVIEW SCOPE OF WORK WITH OWNER AND LANDSCAPE ARCHITECT.
5. MINIMIZE DISTURBANCE OUTSIDE APPROXIMATE LIMITS OF WORK. DAMAGED WORK SHALL BE REPLACED OR REPAIRED BY THE
CONTRACTOR, TO A LIKE NEW CONDITION, AT NO ADDITIONAL COST TO THE OWNER.
6. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES (PUBLIC AND
PRIVATE) PRIOR TO BEGINNING CONSTRUCTION.
7. THE CONTRACTOR MUST COORDINATE UTILITY CAPPING OR ABANDONMENT WITH THE UTILITY COMPANY AND OWNER.
8. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE EROSION CONTROL STANDARDS.
9. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING IRRIGATION WATER SOURCE, ZONES, CONTROLS, COVERAGE, ETC. TO
ENSURE THAT CONSTRUCTION DOES NOT IMPACT IRRIGATED LANDSCAPE AREAS THAT ARE TO REMAIN. ALL IRRIGATION AND
LANDSCAPE DISTURBED BY THE WORK OF THIS PROJECT ARE TO BE RESTORED TO A LIKE NEW CONDITION ACCEPTABLE TO THE OWNER
AND ARCHITECT.
10. ALL NEW IRRIGATION SHALL BE DESIGNED AND DETAILED TO FOLLOW THE UNIVERSITY OF COLORADO - COLORADO SPRINGS CAMPUS
FACILITIES STANDARDS. IRRIGATION CONTRACTOR TO PROVIDE DRAWINGS AND DETAILS FOR OWNER AND LANDSCAPE ARCHITECT
REVIEW.
11. EXCAVATION AND OTHER GROUND DISTURBANCE IS NOT ALLOWED WITHIN THE DRIP-LINE OF EXISTING TREES TO REMAIN UNLESS
SPECIFICALLY NOTED. CONTRACTOR SHALL PROTECT TREES TO REMAIN WITH FENCE.
12. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED EACH DAY AND THE SITE SHALL BE MAINTAINED IN A NEAT, CLEAN CONDITION. THE
CONTRACTOR IS RESPONSIBLE FOR ALL PHASES OF SECURING, HANDLING, TRANSPORTATION, AND DISPOSAL OF DEBRIS.
13. CONTRACTOR SHALL PROVIDE PROTECTION FOR NEWLY INSTALLED WORK AND FINISHES.
14. THE LIMITS OF WORK DESCRIBED IN THE DRAWINGS ARE APPROXIMATE. WORK REQUIRED OUTSIDE THESE LIMITS WHICH IS NEEDED TO
MEET THE INTENT OF THE DRAWING IS THE RESPONSIBILITY OF THE CONTRACTOR. ANY MISCELLANEOUS ITEMS OR MATERIALS NOT
SPECIFICALLY NOTED, BUT REQUIRED FOR THE PROPER EXECUTION, INSTALLATION, OR PERFORMANCE OF THE WORK, SHALL BE
PROVIDED BY THE CONTRACTOR.
15. SEALED EXPANSION JOINTS SHALL BE INSTALLED WHERE NEW CONCRETE PAVING MEETS EXISTING PAVING, BUILDING WALL, SITE
WALLS, COLORED CONCRETE, AND WHERE NOTED ON PLAN.
16. ALL CONNECTIONS TO EXISTING WORK SHALL BE SMOOTH AND CONTINUOUS, AND MAINTAIN POSITIVE DRAINAGE. CONTRACTOR TO
VERIFY ELEVATIONS WITHIN PROJECT SCOPE. CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING IN ALL DISTURBED
AREAS.
17. DIMENSIONS ARE FROM BACK OF CURB (BOC) UNLESS OTHERWISE NOTED.
18. ALL JOINTS ARE TO BE TOOLED.
19. JOINTS IN SIDEWALKS SHALL BE LOCATED AT CRITICAL POINTS AND SPACED EVENLY BETWEEN THOSE CRITICAL POINTS
AS SHOWN ON THE PLAN.
20. ALL CONCRETE IS STANDARD GRAY WITH A MEDIUM BROOM FINISH, UNLESS OTHERWISE NOTED. ALL DECORATIVE
CONCRETE SHALL HAVE A 36"X36" MOCK-UP FOR OWNER AND LANDSCAPE ARCHITECT APPROVAL PRIOR TO INSTALLATION.
INCLUDE 3 MOCK-UPS MINIMUM IN BIDDING DOCUMENTS.
21. CONTRACTOR TO PROVIDE CONCRETE DESIGN MIX SUBMITTALS FOR REVIEW BY OWNER AND ARCHITECT. DESIGN MIX
SHALL MEET THE FOLLOWING CRITERIA:
21.1. PORTLAND CEMENT (CDOT SECTION 701 AND ASTM C 150, TYPE I/II)
21.1.1. FLY ASH: ASTM C 618, CLASS F
21.1.2. GROUND GRANULATED BLAST-GURNACE SLAG: ASTM C 989, GRADE 100 OR 120
21.2. NORMAL-WEIGHT AGGREGATES: (CDOT SECTION 703 AND ASTM C 33, COARSE AGGREGATE, UNIFORMLY GRADED.
PROVIDE AGGREGATES FROM A SINGLE SOURCE.)
21.2.1. MAXIMUM COARSE-AGGREGATE SIZE: 3/4 INCH (19 MM) NOMINAL.
21.2.2. FINE AGGREGATE: FREE OF MATERIALS WITH DELETERIOUS REACTIVITY TO ALKALI IN CEMENT.
21.2.3. DO NOT USE FINE OR COARSE AGGREGATES CONTAINING SUBSTANCES THAT CAUSE SPALLING.
21.3. WATER (CDOT SECTION 712 AND ASTM C 94/C 94M POTABLE.
22. ADMIXTURES CERTIFIED BY MANUFACTURER TO CONTAIN NOT MORE THAN 0.1 PERCENT WATER-SOLUBLE CHLORIDE IONS
BY MASS OF CEMENT AND TO BE COMPATIBLE WITH OTHER ADMIXTURES.
23. CONCRETE SHALL REACH THE FOLLOWING PROPERTIES:
23.1. CONCRETE COMPRESSIVE STRENGTH (28 DAYS): 4,000 PSI (27.6 MPa)
23.2. MAX. WATER-CEMENTITIOUS MATERIALS RATIO AT POINT OF PLACEMENT: 0.50
23.3. SLUMP LIMIT: 4 INCHES (100 MM)
23.4. MINIMUM 564 LB. CEMENT PER CUBIC YARD.
24. POINTS OF TANGENCY FOR ALL RADII TO BE SMOOTH AND CONTINUOUS, FIELD ADJUST IF NECESSARY.
25. ALL SIDEWALK RADII ARE 5.00' UNLESS OTHERWISE NOTED ON THE PLAN.
26. REFER TO RECOMMENDED LIGHTING PLAN ON L-502 FOR LIGHT FIXTURE SPECIFICATIONS. HORIZONTAL CONTROL AND
VERTICAL CONTROL FOR EACH FIXTURE IS LOCATED ON L-SHEETS. ELECTRICAL CONTRACTOR TO PROVIDE SHOP
DRAWINGS AND SUBMITTALS FOR LUMINARE TYPE AND COLOR.
27. ALL PAVING SYSTEMS WILL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. RE: L-501 FOR PAVING DETAILS.
28. ALL SITE FURNISHINGS SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR PER THE DRAWINGS. ALL FURNISHINGS
WILL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. SITE FURNISHINGS FROM LANDSCAPE FORMS IS
DISCOUNTED 10% FROM MANUFACTURER. CONTRACTOR TO ENSURE THIS PRICE IS INCORPORATED IN BIDDING
DOCUMENTS. RE: L-501 FOR SITE FURNITURE INSTALLATION DETAILS.
29. CONTRACTOR TO REMOVE AND REPLACE ANY WORK DAMAGED, OR DEFECTIVE, OR DOES NOT COMPLY WITH THE
UNIVERSITY OF COLORADO - COLORADO SPRINGS STANDARDS
(HTTP://WWW.UCCS.EDU/FACSRVS/CAMPUS-CONSTRUCTION-STANDARDS.HTML) AND REQUIREMENTS AT NO ADDITIONAL
COST TO THE OWNER.
30. CONTRACTOR TO PROVIDE DONOR ELEMENT MOCK-UP FOR APPROVAL BY OWNER AND LANDSCAPE ARCHITECT.
31. CONTRACTOR TO PROVIDE MULTIPLE PHYSICAL SAMPLES RANGING FROM 8”-12” THAT ARE REPRESENTATIVE OF THE
COLOR AND PATTERN OF THE BOULDER FOR LANDSCAPE ARCHITECT AND OWNER REVIEW AND APPROVAL. BOULDERS TO
BE SELECTED AT THE QUARRY BY OWNER AND ARCHITECT.
32. ALL CONSTRUCTION TRAFFIC MUST KEEP 20' FIRE LANE CLEAR AT ALL TIMES. CONTRACTOR MAY USE FIRE LANE FOR
LOADING AND UNLOADING PURPOSES ONLY, NO PARKING ALLOWED.
33. CONTRACTOR MUST, TO THE GREATEST EXTENT POSSIBLE, KEEP NOISE AND DERBIES AT A MINIMUM DURING THE
CONSTRUCTION PROCESS. CONTRACTOR WILL NOT PROHIBIT ACCESS TO BUILDING AND CAMPUS WALKS TO UNIVERSITY
EMPLOYEES AND STUDENTS.
(4) LAE
(1) SJM
(3) AHR
(1) CDC
(1) ARS
(1) RGP
(5) SJM
(24) VMV
(25) SRA
(37) VMV
(3) HSS
(15) TDP
(4) PAH
(13) VMV
(1) PPG
(1) SJM
(1) PAH
(1) RAG
(1) PPG
(3) HSS
(3) LAE
(1) SJM
(2) LAE
(7) SSL
(1) PPG
(3) HSS
(3) LAE
(1) SJM
(2) LAE
(1) PPG
(7) SSL
(1) SPP
(1) MAO
(1) CAR
(1) RAG
(1) PAH
(6) TDP
(4) PAH
(1) PPG
(1) SJM
(5) SSL
(4) SRA
(5) HSS
(1) RGP
(5) SJM
(34) TSP
(3) AHR
(7) TDP
(1) ARS
(1) VCK
(38) VMV
(2) CCE
(3) MAO
(4) SJM
(1) VCK
(4) RGP
(3) AHR
(1) PMD
(3) PPM
(5) RRD
(4) LAE
(1) VCK
(4) PPM
(1) PMD
(5) RGP
(3) SJM
(38) VMV
(33) SRA
(2) CCE
(1) ARS
(3) MSA
(3) MAO
(3) MSA
(1) CAR
EXISTING MAIN HALL BUILDING
(4) NPL
(1) CDC
(1) ARS
(1) CDC
(1) VCK
(34) TSP
(4) NPL
(1) CDC
(1) ARS
(4) RRC
(6) CAF
(1) SPP
(12) VMV
(7) SRA
(5) TDP
(3) PAL
(4) HSS
(1) PPG
(3) PAL
(4) VMV
(18) SRA
(6) FGB
(8) TDP
(3) PAL
(33) VMV
(10) SRA
(9) TDP
(6) FGB
(18) SRA
(3) TDP
(36) VMV
(1) PAL
(22) SRA
(7) TDP
(3) PAL
(2) HSS
(4) SSL
(3) AHR
(7) VMV
(8) TDP
(12) VMV
(15) SRA
(4) SRA
(3) TDP
(5) HSS
(2) HSS
(4) HSS
(1) MAO
(3) FGB
(3) PAL
(26) VMV
(15) VMV
(3) AHR
(3) AHR
(4) FGB
(3) TDP
(3) PAL
(20) SRA
(21) VMV
(14) VMV
(10) SRA
(7) TDP
0' 2.5' 5' 10'
LANDSCAPE PLAN
NORTH
SCALE: 1" = 5' - 0'
16603.00
CONSTRUCTION
DOCUMENTS
2901 Blake Street, Suite 100
Denver, CO 80205
303.861.8555
Denver
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Sheet Number:
COPYRIGHT - DAVIS PARTNERSHIP, P.C.
Sheet Title:
Revisions Date No.
Sheet Information
Project Information
Issuance Date
Consultant
2/24/2016 10:50:41 A
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L-151
LANDSCAPE PLAN
PLANTING SCHEDULE
PLANTING LEGEND
PLANTING GENERAL NOTES
1. THIS PLAN DESCRIBES THE LANDSCAPE PORTION OF THE PROJECT ONLY. SEE OTHER SHEETS FOR SITE IMPROVEMENT INFORMATION.
2. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK. THE CONTRACTOR SHALL
CONTACT THE UTILITIES NOTIFICATION CENTER OF COLORADO (UNCC) AND ANY LOCAL UTILITIES NOT IN THE UNCC SYSTEM AT LEAST 48
HOURS BEFORE ANY EXCAVATION OR CONSTRUCTION TO REQUEST EXACT FIELD LOCATIONS OF ALL UTILITIES.
3. MINIMIZE DISTURBANCE OUTSIDE SCOPE OF WORK . ANY DAMAGE OUTSIDE SCOPE OF WORK INCURRED DURING CONSTRUCTION SHALL
BE REPAIRED BY THE CONTRACTOR TO LIKE NEW CONDITION.
4. CONTRACTOR SHALL MAINTAIN IRRIGATION TO EXISTING SOD AND OTHER PLANT MATERIAL TO REMAIN. RE: NOTE 9, L-101.
5. CONTRACTOR SHALL SUBMIT IRRIGATION DESIGN BUILD SHOP DRAWINGS FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR TO
INSTALLING IRRIGATION SYSTEM. THE IRRIGATION SYSTEM DESIGN WILL CONSIST OF DRIP IRRIGATION IN ALL PLANTING BEDS AND
PLANTER POTS, UNLESS SPECIFIED OTHERWISE. ALL SOD AND NATIVE SEED AREAS SHALL BE IRRIGATED WITH POP-UP OR SPRAY HEADS.
ANY INSTALLED ITEMS PRIOR TO IRRIGATION SHOP DRAWING APPROVAL MAY REQUIRE REMOVAL AND REPLACEMENT AT CONTRACTOR'S
EXPENSE.
6. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON ALL
PLANTING PLANS. SHOULD DISCREPANCIES EXIST BETWEEN THE QUANTITIES OR S.F. AREAS PROVIDED IN THE LABEL AND THOSE DRAWN
ON THE PLAN, THE PLAN SHALL GOVERN.
7. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK,
PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, AND THE COLORADO NURSERY ACT, OR EQUIVALENT.
8. NO PLANT SHALL BE INSTALLED BEFORE ROUGH GRADING HAS BEEN FINISHED AND APPROVED BY THE PROJECT LANDSCAPE ARCHITECT,
OR EQUAL.
9. PLANTING SHALL COMMENCE BETWEEN APRIL 1ST AND OCTOBER 31ST. ALL PLANT MATERIAL SHALL BE UNDER WARRANTY 12 MONTHS
AFTER SUBSTANTIAL COMPLETION. INSTALLER SHALL AGREE TO REPAIR OR REPLACE PLANTINGS AND ACCESSORIES THAT FAIL IN
MATERIALS, WORKMANSHIP, OR GROWTH WITHIN SPECIFIED WARRANTY PERIOD.
10. ALL PLANTS SHALL HAVE THE SAME RELATIONSHIP TO FINISHED GRADE AS THE PLANT'S ORIGINAL GRADE BEFORE DIGGING, UNLESS
OTHERWISE SPECIFIED OR DETAILED.
11. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER ESTABLISHED AS SPECIFIED. NO CONTAINER ESTABLISHED STOCK WILL BE
ACCEPTED IF IT IS ROOT BOUND. ALL ROOT WRAPPING MATERIAL SHALL BE REMOVED COMPLETELY AT TIME OF PLANTING.
12. WITH CONTAINER ESTABLISHED STOCK, THE CONTAINER SHALL BE REMOVED AND THE CONTAINER BALL SHALL BE CUT THROUGH THE
SURFACE IN AT LEAST TWO VERTICAL LOCATIONS.
13. ALL TREES SHALL BE REVIEWED AND APPROVED AT NURSERIES BY THE PROJECT LANDSCAPE ARCHITECT. CONTRACTOR SHALL PROVIDE
A MAXIMUM OF 2 NURSERIES WHERE A SELECTION OF PLANT MATERIAL IS AVAILABLE TO CHOOSE FROM. CONTRACTOR SHALL VISUALLY
INSPECT AND TAG THE BEST SPECIMENS OF PLANT MATERIAL PRIOR TO LANDSCAPE ARCHITECT REVIEW AND APPROVAL.
14. THE DAY PRIOR TO PLANTING, THE LOCATION OF ALL TREES SHALL BE STAKED AND SHRUBS LOCATED, STILL IN CONTAINERS, PER PLAN
LAYOUT FOR APPROVAL BY THE PROJECT LANDSCAPE ARCHITECT. NOTIFY LANDSCAPE ARCHITECT ONE WEEK PRIOR TO DATE OF SITE
VISIT.
15. CONTRACTOR SHALL HAVE EXISTING AND NEW UTILITY LOCATIONS MARKED, FOR REFERENCE, DURING APPROVAL OF FINAL TREE
PLANTING LAYOUT.
16. DO NOT PLANT TREES WITHIN 10 FEET OF CENTERLINE OF UTILITIES OR WITHIN WATER EASEMENTS.
16. PLANTING METHODS, SOIL PREPARATION, AND OTHER INFORMATION REGARDING PLANTING SHOULD FOLLOW THE UNIVERSITY
OF COLORADO - COLORADO SPRINGS FACILITIES STANDARDS.
17. ALL PLANTS AND STAKES SHALL BE SET PLUMB.
18. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING NECESSARY FOR INITIAL ESTABLISHMENT OF LANDSCAPE. ALL PLANTS
SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24-HOUR PERIOD AFTER PLANTING. ALL PLANTS SHALL THEN BE
WATERED WEEKLY OR MORE OFTEN, IF NECESSARY, DURING THE FIRST GROWING SEASON. CONTRACTOR SHALL ALSO BE
REQUIRED TO MAINTAIN LANDSCAPE THROUGH SUBSTANTIAL COMPLETION AND FOR 1 YEAR AFTER SUBSTANTIAL COMPLETION.
MAINTENANCE SHALL INCLUDE (BUT IS NOT LIMITED TO) WATERING, MOWING, PRUNING, AND WEEDING.
19. PLANT MATERIAL SHALL NOT BE PRUNED UNLESS OTHERWISE INDICATED IN PLANTING SCHEDULE.
20. ALL PLANTING AREAS TO BE COVERED 3" DEEP WITH SHREDDED "GORILLA HAIR" WOOD MULCH, PLACE OVER WEED CONTROL
FABRIC, UNLESS OTHERWISE NOTED.
21. CONTRACTOR TO PERFORM SOIL ANALYSIS TEST. PROVIDE PROPER SOIL AMENDMENT MIXTURE BASED ON SOIL ANALYSIS
RESULTS.
22. CONTRACTOR TO CLEAN SOIL TO CONTAIN A COMBINED MAXIMUM OF 8% BY DRY WEIGHT OF STONES, ROOTS, PLANTS, SOD,
CLAY LUMPS, AND POCKETS OF COARSE SAND.
23. AREAS TO RECEIVE PLANTING SOIL SHALL BE SCREENED AND FREE OF STONES 1 INCH OR LARGER IN ANY DIMENSION; FREE OF
ROOTS, PLANTS, SOD, CLODS, CLAY LUMPS, POCKETS OF COARSE SAND, PAINT, PAINT WASHOUT, CONCRETE SLURRY,
CONCRETE LAYERS OR CHUNKS, CEMENT, PLASTER, BUILDING DEBRIS, OILS, GASOLINE, DIESEL FUEL, PAINT THINNER,
TURPENTINE, TAR, ROOFING COMPOUND, ACID, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH; FREE OF
OBNOXIOUS WEEDS AND INVASIVE PLANTS INCLUDING QUACKGRASS, JOHNSONGRASS, POISON IVY, NUTSEDGE, NIMBLEWILL,
CANADA THISTLE, BINDWEED, BENTGRASS, WILD GARLIC, GROUND IVY, PERENNIAL SORREL, AND BROMEGRASS; NOT INFESTED
WITH NEMATODES; GRUBS; OR OTHER PESTS, PEST EGGS, OR OTHER UNDESIRABLE ORGANISMS AND DISEASE-CAUSING PLANT
PATHOGENS; FRIABLE AND WITH SUFFICIENT STRUCTURE TO GIVE GOOD TILTH AND AERATION. CONTINUOUS, AIR-FILLED PORE
SPACE CONTENT ON A VOLUME/VOLUME BASIS SHALL BE AT LEAST 15 PERCENT WHEN MOISTURE IS PRESENT AT FIELD
CAPACITY. SOIL SHALL HAVE A FIELD CAPACITY OF AT LEAST 15 PERCENT ON A DRY WEIGHT BASIS.
24. AREAS TO RECEIVE LANDSCAPE SHALL BE TILLED TO A DEPTH OF 12-INCHES. THEN APPLY RECOMMENDED MIXTURE OF SOIL
AMENDMENT OVER SURFACE AT A RATE OF FOUR CUBIC YARDS PER THOUSAND SQUARE FEET. TILL AREAS AGAIN TO A
MINIMUM DEPTH OF 8- INCHES.
25.
26. FINISH GRADES IN PLANTING AREAS SHALL BE SET TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. SLOPES SHALL BE
SMOOTH AND WORKED. SOIL SHALL NOT BE LEFT IN CLUMP FORM. HOLD FINISHED GRADE OF MULCH AREAS A MINIMUM OF 3"
BELOW EDGE OF WALK, EDGING, OR CURB SO TOP OF MULCH IS FLUSH TO ADJACENT MATERIALS.
27. PROVIDE 4" DIAMETER SCHEDULE 40 PVC SLEEVES AS SHOWN ON DRAWINGS UNDER ALL WALKS AND DRIVES FOR IRRIGATION
PIPING AND WIRING, PRIOR TO INSTALLATION OF WALKS AND DRIVES. SITE CONTRACTOR SHALL COORDINATE INSTALLATION OF
SLEEVES WITH LANDSCAPE CONTRACTOR. REFER TO APPROVED IRRIGATION PLANS FOR LOCATIONS WHERE SLEEVES ARE
REQUIRED.
28. STEEL EDGER WITH A ROLLED TOP AND NATURAL FINISH SHALL SEPARATE ALL SODDED AREAS AND BED AREAS. FINISH AND
MATERIAL TYPE WILL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT.
29. ANY PLANT SPECIES SUBSTITUTIONS MUST BE APPROVED BY THE PROJECT LANDSCAPE ARCHITECT AND OWNER PRIOR TO
INSTALLATION.
30. CONTRACTOR TO PROVIDE LANDSCAPE ACCENT LIGHTING FOR ALL TREES LOCATED ON PLAN. 2 FIXTURES SHALL BE PROVIDED
PER TREE.
31. NO PLANTING WITHIN 3' OF EXISTING MAIN HALL BUILDING UNLESS OTHERWISE NOTED.
SITE DETAILS
A5
B5B4
D5
16603.00
CONSTRUCTION
DOCUMENTS
2901 Blake Street, Suite 100
Denver, CO 80205
303.861.8555
Denver
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Sheet Number:
COPYRIGHT - DAVIS PARTNERSHIP, P.C.
Sheet Title:
Revisions Date No.
Sheet Information
Project Information
Issuance Date
Consultant
2/24/2016 10:50:41 A
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Consultant
BOULDER PLACEMENT
1"=1'-0"
PLANTING AREA, TYP.
BOULDER, SIZE VARIES (SEE
PLAN ON L-101) SET INTO
GRADE, APPROX. 2/3 SHALL BE
VISIBLE ABOVE FINISHED
GRADE
COMPACTED SUBGRADE
FINISHED GRADE
1/3 BOULDER
HEIGHT MIN.
SCALE:1 1/2"=1'-0"
PAVING JOINTS
A. EXPANSION JOINT
B. CONSTRUCTION JOINT
C. CONTRACTION JOINT
PAVING, RE: PLAN
PLASTIC FOAM JOINT FILLER. HOLD
1
2
" MIN -
1" MAX FROM TOP OF FINISHED SURFACE.
MUST BE COMPATIBLE WITH SEALANT
JOINT SEALANT, COLOR TO MATCH
PAVING, RE: CIVIL
6" OF COMPACTED SUBGRADE, FINAL DEPTH
PER SOILS TEST RECOMMENDATIONS
1/2"
3/8"
1"
PAVING, RE: PLAN
APPLY BONDING AGENT ON EXISTING SURFACE.
NOTE: PROVIDE CONSTRUCTION JOINT BETWEEN
SEPARATE POURS, OR AS SHOWN ON PLANS
TOOLED JOINT
3/8"
1/4
T
PAVING, RE: PLAN
TOOLED CONTRACTION
JOINT
T=
CO
NC
RE
TE
TH
IC
KN
ES
S R
E:S
PE
C
6" OF COMPACTED SUBGRADE, FINAL DEPTH
PER SOILS TEST RECOMMENDATIONS
6" OF COMPACTED SUBGRADE, FINAL DEPTH
PER SOILS TEST RECOMMENDATIONS
EDGE DETAILS
1"=1'-0"
GRASS ADJACENT
TO PAVEMENT OR
CURB
MULCH ADJACENT
TO PAVEMENT &
CURB
ADJACENT GRASS &
MULCH - METAL
EDGE
FINISHED
GRADE
FINISHED
GRADE
FINISHED
GRADE
TOP OF STEEL EDGER 3"
ABOVE FINISH GRADE
MULCH
FINISH GRADE AT SPECIFIED MULCH
DEPTH BELOW TOP OF PAVEMENT
FINISH GRADE 1" BELOW TOP OF
PAVEMENT OR CURB
PAVEMENT OR CURB
PAVEMENT OR CURB
MULCH
BENCH PLACEMENT
1"=1'-0"
BENCH TYPE 1, CENTER SUPPORT
POST WITHIN CONCRETE BAND
COLORED CONCRETE
BAND
PLANTING AREA, TYP.
FINISHED GRADE
CONCRETE FOOTER
STAMPED CONCRETE
PAVING
1/2" SEALED EXPANSION JOINT
24
" O
R F
RO
ST
D
EP
TH
WH
IC
HE
VE
R IS
G
RE
AT
ER
10"
1'-0" MIN.
6"
D4
STONE SEAT - SECTION
1"=1'-0"
CONCRETE
PAVING
FINISHED GRADE
SANDSTONE BLOCK SEAT
WITH ALL HONED SURFACES
AND EASED EDGES
POLYMER BOUND CRUSHER
FINES
6" DEPTH CDOT ROAD
BASE, COMPACTED
SUBGRADE
2'-0"
1'-9
"
2" MIN./4" MAX.
BLEND CRUSHER FINES INTO
PLANTING BED
STONE SEAT - PLAN
1"=1'-0"
SANDSTONE BLOCK SEAT
WITH HONED SURFACES
AND EASED EDGES
2
'
-
0
"
CONCRETE WALK
2
'
-
0
"
, BLEND
EDGES INTO ORGANIC
MULCH
3
"
6
"
M
A
X
.
A4
L-501
PEDESTRIAN
LIGHT POLE
N 1386325.56
E 3200024.88
PEDESTRIAN
LIGHT POLE
N 1386341.78
E 3199995.48
GROUND LIGHT,
N 1386328.26
E 3199996.89
GROUND LIGHT,
N 1386336.16
E 3199997.85
GROUND LIGHT,
N 1386346.50
E 3200005.47
GROUND LIGHT,
N 1386345.12
E 3200021.26
GROUND LIGHT,
N 1386336.54
E 3200023.55
GROUND LIGHT,
N 1386324.57
E 3200018.87
GROUND LIGHT,
N 1386319.54
E 3200012.70
GROUND LIGHT,
N 1386349.15
E 3200013.95
BUILDING UPLIGHT
BUILDING UPLIGHT
BUILDING UPLIGHT
BUILDING
UPLIGHT
44" HEIGHT ABOVE FINISHED SURFACE
3/4" MAX. HT. DONOR NAME, ENGRAVED
AND CLEAR COATED
1/8" THICK STAINLESS STEEL METAL
PANEL, LASER CUT INTO LEAF SHAPE,
POWDER COATED, COLOR TO BE
DETERMINED BY OWNER
ROLLED STAINLESS STEEL POST, TAPER
FROM 2" O.D. AT BOTTOM TO 3/4" AT
TOP, ADD 3' RADIUS CURVE TO POST,
POWDER COATED, COLOR TO BE
DETERMINED BY OWNER
**CONTRACTOR TO PROVIDE SHOP
DRAWINGS AND STRUCTURAL
RECOMMENDATIONS FROM
FABRICATOR FOR OWNER AND
ARCHITECT REVIEW
WELD STEEL POST TO STAINLESS STEEL
ROD. ROD EMBEDDED INTO CONCRETE
FOOTER. SIZE OF FOOTING PER
STRUCTURAL RECOMMENDATIONS
FROM FABRICATOR.
PLANTING AREA, TYP.
FINISHED SURFACE
3"
PEDESTRIAN LIGHT BASE
1"=1'-0"
1'-8" MIN.
6"
3/4" CHAMFERED EDGE
PLANTING AREA, TYP.
PEDESTRIAN LIGHT
FINISHED GRADE
CONCRETE FOOTER WITH REINFORCING AS
NEEDED, RE: CONTRACTOR'S SHOP
DRAWINGS
3'-6
" O
R F
RO
ST
D
EP
TH
, W
HIC
H E
VE
R IS
G
RE
AT
ER
FINAL FOOTER DEPTH AND WIDTH PER
CONTRACTOR SHOP DRAWINGS.
GROUND LIGHT - PLAN
1"=1'-0"
CONCRETE WALK
LIGMAN LIGHTING UMK-60727 MASK
INGROUND LIGHT, W30, RAL 8019,
ORIENT LIGHT TO BE
PERPENDICULAR TO CURVE OF
WALK
12" DIA. CONCRETE PAD
DESIGN AND DIMENSIONS
PER MANUFACTURER'S
RECOMMENDATIONS
6
"
GROUND LIGHT - SECTION
1"=1'-0"
CONCRETE WALK
ATTACH LUMINAIRE PER
MANUFACTURER'S INSTRUCTIONS
SQUARE CONCRETE FOOTING DESIGN
AND DIMENSIONS PER MANUFACTURER'S
RECOMMENDATIONS. TOP OF CONCRETE
1/2" ABOVE CONCRETE WALK ELEVATION
PLANTING AREA, TYP.
FINISHED
GRADE
1'-5
"
1'-0"
FREE DRAINING GRAVEL
NORTH
16603.00
CONSTRUCTION
DOCUMENTS
2901 Blake Street, Suite 100
Denver, CO 80205
303.861.8555
Denver
1
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B
C
D
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2 3 4 5 6
A
B
C
D
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1 2 3 4 5 6
DPA Project:
Sheet Number:
COPYRIGHT - DAVIS PARTNERSHIP, P.C.
Sheet Title:
Revisions Date No.
Sheet Information
Project Information
Issuance Date
Consultant
2/24/2016 10:50:41 A
M
UN
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Consultant
L-502
LIGHTING AND DONOR
ELEMENT DETAILS
SITE LIGHTING NOTES
1. THE RECOMMENDED LIGHTING PLAN SHOWS DESIGN INTENT. CONTRACTOR TO VERIFY LIGHTING PRODUCED ADEQUATE FOOTCANDLES
PER CODE REQUIREMENTS.
2. FINAL LOCATION AND SPACING OF LIGHTS IS DETERMINED BY ELECTRICAL CONTRACTORS PHOTOMETRIC PLAN AND FINAL APPROVAL BY
OWNER AND ARCHITECT.
3. COORDINATE ELECTRICAL WORK WITH OTHER CONSTRUCTION TO ENSURE PROPER SEQUENCING OF WORK, TO MINIMIZE CONFLICTS,
AND TO PROTECT IN-PLACE WORK FROM DAMAGE.
4. NORTHINGS AND EASTINGS FOR GROUND LIGHTS ARE APPROXIMATE LOCATIONS, RE: B4/L-502 FOR LIGHT PLACEMENT.
5. USE OF INTEGRAL LED SOURCES OR LED LAMPS IN MOST LOCATIONS SUPPORTS ENERGY SAVINGS AND REDUCED MAINTENANCE
REQUIREMENTS.
6. DIMMING CONTROL FOR WALLWASHERS SHOULD BE A SEPARATE ZONE FROM THE OTHER LANDSCAPE LIGHTING.
7. AMBIENT LIGHTING CONCEPT: TWO PEDESTRIAN-SIZED VERSIONS (17” DIAMETER) OF THE CAMPUS STANDARD KIM CURVILINEAR VL
POST-TOP MOUNT WILL BE LOCATED AT THE FOCAL POINT OF THE TWO ELLIPSES OF THE WALKING PATHS ON EACH SIDE OF THE MAIN
WALKING PATH. THESE WILL BE MOUNTED ON A 5” DIAMETER, PRA NON-TAPERED POLE AT 12' HIGH ON TOP OF AN 18” DIAMETER, 6” TALL,
TAPERED CONCRETE BASE, PER CAMPUS STANDARDS. THE LUMINAIRE WILL BE A CUSTOM DRIVER INSTALLED AT THE FACTORY TO
PROVIDE A LOWER LIGHTING OUTPUT.
8. BUILDING FACADE LIGHTING CONCEPT: AT MAIN FAÇADE BEHIND THE SOCIETY GARDEN, ONE LED STEM-MOUNTED, UPLIGHT WILL BE
USED AT FOUR OF THE BUILDING ARTICULATION POINTS. THE BUILDING ARTICULATION POINTS ARE THE TWO CORNERS AT THE WINGS
AND THE TWO 45º TURNS BETWEEN THE MAIN BUILDING AND THE ELEMENT THAT PROJECTS TOWARD THE GARDEN. SEE PLANS. THESE
LUMINAIRES WILL PROJECT A VERY NARROW BEAM UP THE OPAQUE PORTION OF THE BUILDING AT THESE LOCATIONS, AVOIDING THE
WINDOWS. THE SMALL STEM MOUNTING WILL RISE ABOVE THE GROUND BETTER THAN AN IN-GRADE LUMINAIRE AND HELP AVOID
OCCLUSION FROM THE EXISTING VEGETATION. THE ADJUSTABLE HEAD WILL ALLOW IN-FIELD AIMING TO ACHIEVE AN AESTHETICALLY
PLEASING WASH OF THE WALL AND VINES THAT THAT GROW THERE. USING THE MR16 OPTION FOR THE FIXTURE AND A SORAA LED 10W
LAMP WILL GIVE THE MOST OPTIONS BEAM DISTRIBUTION IN CASE THE FIELD CONDITIONS REQUIRE A CHANGE FROM WHAT IS SPECIFIED.
A HEX CELL OPTICAL LOUVER WILL PREVENT LOW-TO-MID ANGLE DIRECT VIEWING OF THE LAMP SINCE THESE WILL BE PLACED CLOSE TO
ADJACENT WINDOWS.
9. CENTER PLAZA HIGHLIGHTING CONCEPT: THE CENTER ELLIPSE WILL BE ACCENTED WITH LIGHTING TO HELP CONVEY THIS AREA AS A
FOCAL POINT. IN-GROUND GUIDELIGHTS (DIAMETER 8.58”, 1.96” TALL) WILL BE PLACE IN THE LANDSCAPING JUST OFF OF THE PATH AT
PATH JUNCTION AREAS AND UNDER SEATING AREAS NEAR THE BUILDING. SEE PLANS.
1"=10'-0"
RECOMMENDED LIGHTING PLAN
D5
N.T.S.
DONOR RECOGNITION ELEMENT
A5
B2 B4 B5
A2 A4 A5
16603.00
CONSTRUCTION
DOCUMENTS
2901 Blake Street, Suite 100
Denver, CO 80205
303.861.8555
Denver
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DPA Project:
Sheet Number:
COPYRIGHT - DAVIS PARTNERSHIP, P.C.
Sheet Title:
Revisions Date No.
Sheet Information
Project Information
Issuance Date
Consultant
2/24/2016 10:50:41 A
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07/05/2016
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Consultant
PLANTING DETAILS
DO NOT CUT LEADER. PRUNE DAMAGED OR
DEAD WOOD IMMEDIATELY AFTER PLANTING.
USE NYLON TREE STRAPS AT END OF WIRE
ROOTBALL
12 GAUGE GALVANIZED WIRE, DOUBLE
STRAND TWISTED
24" x 3/4" P.V.C. MARKERS (TYP) OVER WIRES
POST WITH GROMMETED NYLON STRAPS.
DRIVE (30" MIN.) INTO SUBGRADE. ADJUST
STAKE SO THAT TOP IS LEVEL WITH OR JUST
BELOW FIRST BRANCHES. ALLOW FOR 1"
MIN. OF TRUNK SWAY BETWEEN STAKES
APPLY MULCH TO 3" DEPTH OVER
PLANTING AREA
PLANT TOP MOST ROOT IN ROOTBALL AT
OR SLIGHTLY HIGHER THAN LEVEL AT
WHICH IT GREW
FINISH GRADE
REMOVE UPPER
2
3
OF WIRE, ROPE AND
BURLAP FROM ROOTBALL
SET ROOTBALL DIRECTLY ON UNDISTURBED
SUBSOIL. BROKEN OR CRUMBLING
ROOTBALLS WILL BE REJECTED
SLOPE SIDES OF HOLE TO BE 3 TO 5 TIMES AS
WIDE AS THE DIAMETER OF THE ROOTBALL
FORM SOIL INTO 3" WATER RING AROUND
TREE BASE AT TIME OF PLANTING, REMOVE
PRIOR TO MULCHING
COMPOSTED BACKFILL MIXTURE
WITH FERTILIZER
TREE GUY
ASSEMBLY
NORTH
EVERGREEN AND TREES
OVER 3" CAL.TREE
STAKING
DECIDUOUS
TREE STAKING
POST
TREE GUY
ASSEMBLY
POST
TREE PLANTING
N.T.S.
NORTH
PLANTING AREA SHALL BE
LOOSENED AND AERATED
AT LEAST 3 TO 5 TIMES THE
DIAMETER OF ROOTBALL
NO TREE WRAP SHALL BE USED
NOTES:
1. EVERGREEN SHRUBS SHALL BE PLANTED NO
CLOSER THAN 3' TO THE CLOSEST PAVEMENT
2. ALL PLANT CONTAINERS TO BE REMOVED PRIOR
TO PLANTING.
3. PLACE WEED CONTROL FABRIC IN ALL SHRUB
BEDS
4. BACKFILL AND WATER IN THOROUGHLY
5. BROKEN ROOTBALLS WILL BE REJECTED
SECTION
PLANT SHRUB 2" HIGHER THAN
ORIGINAL GROWN GRADE
APPLY 3" DEEP MULCH ABOVE
FINISHED GRADE AS SHOWN
DIG PIT TWICE AS WIDE AS THE
CONTAINER
LOOSEN SIDES OF ROOTBALL
PRUNE DAMAGED OR DEAD
WOOD PRIOR TO PLANTING
3'-0" MIN. DISTANCE
FROM CENTER OF
SPREADING EVERGREEN
SHRUBS TO NEAREST
PAVEMENT OR CURB
ROOTBALL
SCALE: N.T.S
SHRUB PLANTING
SCARIFY POT BOUND PLANTS
PRIOR TO PLANTING TO ENABLE
FAST ROOT GROWTH
3" MULCH
CAREFULLY CUT AND REMOVE
PANTING CONTAINER
LANDSCAPE CONTROL FABRIC.
APPLY PRE-EMERGENT HERBICIDE
PLANTING SOIL MIX
PLAN VIEW
SECTION
NOTES:
1. ON-CENTER SPACING VARIES
(SEE PLANT LIST)
RA
IS
E P
LA
NT
IN
G B
ED
1
"
AB
OV
E F
IN
IS
H G
RA
DE
2" M
IN
EQ.
E
Q
.
E
Q
.
24" O.C.
TYP.
24" O.C.
TYP.
SCALE: N.T.S
PERENNIAL PLANTING
L-551