HomeMy WebLinkAboutMARS LANDING - PDP190013 - DOCUMENT MARKUPS - ROUND 4 - SITE PLANT TTT
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Date:
Drawn By:
Project No:
Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C2.0_Horizontal Control.dwg - Donald Cecil - 3/3/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION03.03.2021
GNK000008
JEP
DBC
SCALE: 1"=30'
0 15 30
SITE PLAN
C1.0
LEGEND:
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
EXISTING CURB AND GUTTER
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN
ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR
ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION.
3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL
CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES.
4.ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED OTHERWISE.
5.CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING
COORDINATES.
6.FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.1-C2.2.
7.ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE CDOT
SPECIFICATIONS.
8.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD TO
SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS.
9.ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED
10.ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET.
11.REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES ARE
VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO POST.
12.THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER.
13.ALL SIGNS TO BE H.I.P.
14.FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO PRELIMINARY
SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING CONSULTANTS.
CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH GEOTECHNICAL ENGINEER PRIOR
TO CONSTRUCTION.
15.ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT.
PROPOSED CURB AND GUTTER - SPILL
PROPOSED CONCRETE CROSSPAN
TRANSITION
PROPOSED FENCE
PROPOSED SIDEWALK
1 TRUNCATED DOME
2
IN-FALL CURB
3
4
OUT-FALL CURB5
HANDICAP RAMP
6
HANDICAP PARKING SIGN
7
STOP SIGN
8
HAND RAILS PER ARCHITECTURAL DETAIL
9 PROPOSED 1' CURB CHASE (SEE SHEET -- FOR DETAIL)
PROPOSED BIKE RACKS (SEE LANDSCAPE DETAILS)
10
11 3' REINFORCED CONCRETE DRAINAGE PAN
3' WIDE NON- REINFORCED CONCRETE DRAINAGE PAN (LANDSCAPE AREA)
12 6' STREET INTERSECTION CROSS PAN
13 FIRE ACCESS ROAD SIGN "NO PARKING" (ARROW POINTED LEFT)
14 FIRE ACCESS ROAD SIGN "NO PARKING" (ARROW POINTED RIGHT)
15 FIRE ACCESS ROAD SIGN "NO PARKING" (ARROW BOTH WAYS)
SITE LIGHT
16 CROSSWALK STRIPING - 7' LONG x 18" WIDE, 5' O.C.
CAUTION - NOTICE TO CONTRACTOR
1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO
CONSTRUCTION.
2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
3.CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS,
TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR
INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK
FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING
AGENCY.
4.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY
MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED
SURVEYOR REPLACE ANY DAMAGED OR DISTURBED
MONUMENTATION AT THEIR COST.
Know what's
before you dig.
HEAVY DUTY TRAFFIC DRIVE
LANES PAVEMENT:
PAVEMENT SECTION PER
GEOTECH REPORT
LIGHT DUTY TRAFFIC
PARKING STALLS:
PAVEMENT SECTION PER
GEOTECH REPORT
PROPOSED NATURAL HABITAT
BUFFER ZONE (NHBZ)
PROPOSED WETLAND
MITIGATION AREA
EXISTING UPLANDS
AREA
(AC)
1.50
NATURAL AREAS CALCULATIONS:
EXISTING PRAIRIE DOG COLONY TO REMAIN 0.00
EXISTING WETLANDS 0.014
EXISTING PRAIRIE DOG COLONY 3.50
EXISTING UPLANDS TO BE VACATED
EXISTING WETLANDS TO BE VACATED
EXISTING PRAIRIE DOG COLONY TO BE VACATED
EXISTING UPLANDS TO REMAIN 0.00
EXISTING WETLANDS TO BE VACATED 0.00
1.50
0.014
3.50
PRAIRIE DOG COLONY MITIGATION **
PROPOSED UPLANDS MITIGATON 1.505
PROPOSED WETLANDS MITIGATION 0.018
**SEE NOTE BELOW
BLACK TAILED PRAIRIE DOG COLONY MITIGATION NOTE
BLACK-TAILED PRAIRIE DOGS LOCATED WITHIN THE PARCEL WILL BE TRAPPED AND
DONATED TO EITHER A RAPTOR REHABILITATION PROGRAM OR A BLACK-FOOTED
FERRET RECOVERY PROGRAM. ALL CONTROL ETC. WILL BE DONE PER CITY OF
FORT COLLINS, CPW AND COLORADO DEPARTMENT OF AGRICULTURE
REQUIREMENTS. CONTROL WILL BE CONDUCTED VIA THE INTRODUCTION OF
CARBON MONOXIDE INTO THE BURROWS. POST-CONTROL OF THE PRAIRIE DOGS A
REPORT WILL BE PREPARED WHICH WILL IDENTIFY THE CONTROL METHOD USED
AND THE NUMBER OF PRAIRIE DOGS TRAPPED/DONATED