HomeMy WebLinkAboutGRADING PLANS 537 Big Thompson Ave Starbucks 2017SHEET NUMBER:
SHEET TITLE:
DRAWN BY:
PROJECT MANAGER:
DATE:
DRAWING FILE:
PROJECT NO.:
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SCALE:
NO.:
DESCRIPTION:
NO.:
DESCRIPTION: 1ST GRADING PERMIT SUBMITTAL
NO.:
DESCRIPTION:
ISSUES & REVISIONS
DATE:
DATE:BY:
BY:
DATE: 6/20/2017 BY: JGS
DESCRIPTION:
DATE:NO.:BY:
DESCRIPTION:
DATE:NO.:BY:
2009 W. Littleton Blvd. #300
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
Sterling Design Associates, llc
303.794.4727 ph
www.SterlingDesignAssociates.com
DESCRIPTION:
DATE:NO.:BY:
PROJECT:
1
2
Littleton, CO 80120
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6
STARBUCKS COFFEE COMPANY
2401 UTAH AVENUE SOUTH
SEATTLE, WA 98134
CLIENT:
2 -
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E WONERVIEW AVE &
BIG THOMPSON AVE
STARBUCKS COFFEE COMPANY
12046-052
STERLING DESIGN ASSOCIATES, LLC
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TEL: (206) 318-1575
STARBUCKS AT STANLEY VILLAGE - GRADING PERMIT PLANS
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH
PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
ESTES PARK, CO 80517
JGS
JGS
-6/20/2017
COVER SHEET
JGS
JGS
-
C100
PREPARED UNDER THE DIRECT SUPERVISION OF
JOSEPH SCHIEL, PE
COLORADO REGISTRATION 48332
FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC
SHEET INDEX
C100 COVER SHEET
C101 GENERAL NOTES
1 OF 1 ALTA SURVEY
C200 SITE DEMOLITION PLAN
C201 SITE PLAN
C202 HORIZONTAL CONTROL PLAN
C203 SITE DETAILS
C204 SITE DETAILS
C301 GRADING PLAN
C302 GRADING DETAIL
C303 INITIAL EROSION AND SEDIMENT CONTROL PLAN
C304 INTERIM / FINAL EROSION AND SEDIMENT CONTROL PLAN
C305 EROSION CONTROL DETAILS
C306 EROSION CONTROL DETAILS
C307 EROSION CONTROL DETAILS
C401 UTILITY PLAN
C402 ROOF DRAIN AND SANITARY SEWER PLAN
C403 UTILITY DETAILS
L101 LANDSCAPE PLAN
L102 LANDSCAPE DETAILS
C701 SITE SIGNAGE PLAN*
C702 SITE SIGNAGE DETAILS*
C703 SITE SIGNAGE DETAILS*
LEGAL DESCRIPTION
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION, OF A
PORTION OF TRACT 3 STANLEY ADDITION TO THE TOWN OF ESTES PARK, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE CORNER COMMON TO LOT 2, STANLEY VILLAGE SUBDIVISION, THE PARCEL
OF LAND DESCRIBED IN DEED RECORDED IN BOOK 1387, AT PAGE 975 OF THE LARIMER COUNTY
RECORDS AND THE NORTHWEST RIGHT -OF-WAY LINE OF U.S. HIGHWAY NO. 34, THENCE SOUTH
55°10'12" WEST, ALONG THE EAST LINE OF LOT 2, ALSO BEING THE WEST LINE OF U.S. HIGHWAY NO.
34, 260.15 FEET TO THE NORTH LINE OF A 30' NON-EXCLUSIVE ACCESS EASEMENT (RECEPTION NO.
858774; THENCE NORTH 34°49'43" WEST, ALONG THE NORTH LINE OF SAID EASEMENT, 91.78 FEET
TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 34°49'48" WEST, ALONG SAID
EASEMENT LINE, 26.72 FEET TO A POINT OF CURVATURE; THENCE ALONG A CURVE TO THE RIGHT,
HAVING A RADIUS OF 85.00 FEET, A DELTA OF 77°30'00", A CHORD BEARING OF NORTH 3°55'12" EAST,
A CHORD LENGTH OF 106.41 FEET FOR AN ARC LENGTH OF 114.24 FEET; THENCE SOUTH 34°49'48"
EAST, 134.43 FEET; THENCE SOUTH 55°10'12" WEST, 178.14 FEET TO THE POINT OF BEGINNING,
COUNTY OF LARIMER, STATE OF COLORADO.
FOR INFORMATIONAL PURPOSES ONLY: 35244-39-002
NOTE: THE ABOVE LEGAL DESCRIPTION DOES NOT MATHEMATICALLY CLOSE. THE BOUNDARY
SHOWN HEREON IS BASED ON A PARCEL DEPICTION ON ALTA/ACSM LAND TITLE SURVEY
RECORDED JANUARY 2011 AT RECEPTION NUMBER 20110006758. IT IS ASSUMED THE SUBJECT
PROPERTY IS INTENDED TO BE THAT PARCEL.
NORTH 1" = 1000'
FOUND STORM-DRAIN MANHOLE N 56°49'37" E, 128' FROM THE SOUTHEASTERLY MOST
CORNER OF LOT 2 WHICH IS SHOWN TO HAVE AN ELEVATION OF 7501.84 PER SURVEY BY VAN
HORN ENGINEERING
BENCHMARK
BEARINGS ARE BASED ON THE NORTHERLY RIGHT OF WAY OF BIG THOMPSON AVENUE
WHICH ACCORDING TO THE THE AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE
SUBDIVISION, BEARS S 55°08'55" W.
BASIS OF BEARINGS
DEVELOPER
6380 S. FIDDLERS GREEN CIRCLE
SUITE 450 GREENWOOD VILLAGE 80111
720-387-0759
CONTACT: MATT MERRILL
APPLICANT
1281 E. MAGNOLIA STREET
SUITE D,UNIT 186
FORT COLLINS, CO 80524
970-482-1275
CONTACT: KATIE BUTLER
OWNER
1130 38TH AVENUE SUITE B
GREELEY, CO 80634
970-690-3143
CONTACT: GREG WHEELER
ESTES PARK
ESTES PARK
MEDICAL CENTER
N ST VR
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LAKE ESTES
LAKE ESTES
GOLF COURSE
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FALL RIVER
BIG THOMPSON RIVER
SITE
VICINITY MAP
BIG
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PROJECT CONTACTS
CIVIL ENGINEER
STERLING DESIGN ASSOCIATES
2009 W. LITTLETON BLVD., #300
LITTLETON, CO 80120
303-794-4727
SCM SOLUTIONS, LLC
STANLEY VILLAGE SHOPPING CENTER, LLC
STARBUCKS COFFEE COMPANY
JOES@STERLINGDESIGNASSOCIATES.COM
CONTACT: JOE SCHIEL, PE
LANDSCAPE ARCHITECT
STERLING DESIGN ASSOCIATES
2009 W. LITTLETON BLVD., #300
LITTLETON, CO 80120
303-794-4727
JOE@STERLINGDESIGNASSOCIATES.COM
CONTACT: JOSEPH L. WILSON, PLA, CID
ARCHITECT
STUDIO DH ARCHITECTURE
1300 JACKSON STREET, SUITE 200
GOLDEN, CO 80401
KIRSTEN@STUDIO-DH.US
CONTACT: KIRSTEN GRAVDAHL
SUBMITTALS
1ST GRADING PLAN SUBMITTAL: JUNE 20, 2017
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS
UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR
MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS
AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE.
CAUTION - NOTICE TO CONTRACTOR
SOIL PREPARATION NOTE
SOIL PREPARATION SHALL BE PER RECOMMENDATIONS FROM A
GEOTECHNICAL ENGINEERING REPORT PREPARED FOR THIS
SITE AS FOLLOWS:
GEOTECHNICAL ENGINEER: CTL THOMPSON
REPORT NO. FC07783-125
THE CONTRACTOR MUST FULLY REVIEW THIS REPORT PRIOR TO
CONSTRUCTION. INFORMATION IN THE GEOTECHNICAL REPORT
SUPERSEDES ANY CONFLICTING INFORMATION CONTAINED IN
THE CONSTRUCTION PLANS AND SPECIFICATIONS.
NOTE:
*SIGNAGE PLANS HAVE BEEN PROVIDED FOR REFERENCE ONLY. SIGNAGE APPROVALS SHALL BE
ACQUIRED UNDER SEPARATE SIGN PERMIT AND ARE NOT INCLUDED IN SCOPE OF BUILDING PERMIT.
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:
PROJECT MANAGER:
DATE:
DRAWING FILE:
PROJECT NO.:
-
-
SCALE:
NO.:
DESCRIPTION:
NO.:
DESCRIPTION: 1ST GRADING PERMIT SUBMITTAL
NO.:
DESCRIPTION:
ISSUES & REVISIONS
DATE:
DATE:BY:
BY:
DATE: 6/20/2017 BY: JGS
DESCRIPTION:
DATE:NO.:BY:
DESCRIPTION:
DATE:NO.:BY:
2009 W. Littleton Blvd. #300
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
Sterling Design Associates, llc
303.794.4727 ph
www.SterlingDesignAssociates.com
DESCRIPTION:
DATE:NO.:BY:
PROJECT:
1
2
Littleton, CO 80120
RR
3
4
5
6
STARBUCKS COFFEE COMPANY
2401 UTAH AVENUE SOUTH
SEATTLE, WA 98134
CLIENT:
2 -
-
-
E WONERVIEW AVE &
BIG THOMPSON AVE
STARBUCKS COFFEE COMPANY
12046-052
STERLING DESIGN ASSOCIATES, LLC
-
-
-
-
-
-
-
-
-
-
-
-
TEL: (206) 318-1575
STARBUCKS AT STANLEY VILLAGE - GRADING PERMIT PLANS
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH
PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
ESTES PARK, CO 80517
JGS
JGS
-6/20/2017
GENERAL NOTES
-
C101
PREPARED UNDER THE DIRECT SUPERVISION OF
JOSEPH SCHIEL, PE
COLORADO REGISTRATION 48332
FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC
1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF IMPROVEMENTS SHALL MEET
OR EXCEED THE GOVERNING CITY, COUNTY AND/OR STATE AND APPLICABLE UTILITY
DISTRICT STANDARDS AND SPECIFICATIONS, AND APPLICABLE STATE AND FEDERAL
REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND ANY
APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK
SHALL BE INSPECTED AND APPROVED BY THE CITY AND APPLICABLE UTILITY
DISTRICT(S).
2. THE CONTRACTOR SHALL HAVE 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 ON SITE AT ALL TIMES.
3.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST
REVISION OF SAID STANDARDS, UNLESS SPECIFICALLY STATED OTHERWISE.
4.THE CONTRACTOR 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, CONSTRUCTED,
REMOVED, AND RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.
5.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING, UNLOADING,
STORING, AND UNCRATING ALL EQUIPMENT FURNISHED BY THE OWNER/DEVELOPER
AND DELIVERED TO THE SITE.
6.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS
OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN
THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR
COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT
LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF
THE UTILITIES. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY PERTINENT
LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT
POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THESE PLANS.
7.THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE GOVERNING CITY,
COUNTY, AND/OR STATE AND ALL UTILITY COMPANIES/DISTRICTS INVOLVED WITH
REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING
CONSTRUCTION AND TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY
FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY
UTILITY SERVICE.
8.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL UTILITY
RELOCATIONS, WHETHER SHOWN OR NOT SHOWN ON THE PLANS.
9.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH UTILITY
COMPANIES/DISTRICTS TO OBTAIN TEMPORARY POWER, TELEPHONE AND WATER
SERVICE DURING CONSTRUCTION. ALL COST FOR TEMPORARY SERVICES SHALL BE THE
CONTRACTOR'S RESPONSIBILITY.
10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS
AND LICENSES FOR WORK INCLUDING, BUT NOT LIMITED TO DEMOLITION, STREET CUTS,
UTILITY INTERFERENCES, TRAFFIC CONTROL, GRADING, AND UTILITY FROM ALL
APPLICABLE AGENCIES; AND FOR COMPLYING WITH ALL PROVISIONS INCLUDED
THEREIN.
11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF PROJECT SAFETY
INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC
CONTROL, AND SECURITY.
12.THE CONTRACTOR SHALL INSTALL AND MAINTAIN CONSTRUCTION FENCE PRIOR TO, AND
THROUGHOUT CONSTRUCTION.
13.UTILITY TRENCHES ARE TO BE SLOPED OR BRACED AND SHEETED AS NECESSARY TO
FURNISH SAFE WORKING CONDITIONS FOR THE WORKMEN AND THE PROTECTION OF
OTHER UTILITIES IN COMPLIANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL
HEALTH AND SAFETY RULES AND REGULATIONS.
14.THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH THE
M.U.T.C.D. TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY (CITY, COUNTY, OR STATE)
FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE
RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND
ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION
ACTIVITIES.
15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK,
INSPECTIONS, AND CERTIFICATIONS AS REQUIRED BY THE CITY, STATE, OR LOCAL
DISTRICTS. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED SHALL
BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL
CONNECTION OF SERVICES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST
ASSOCIATED WITH INSPECTION AND CERTIFICATION UNLESS OTHERWISE ARRANGED
WITH THE OWNER/DEVELOPER; AND SHALL COORDINATE ALL CERTIFICATIONS, AND
PROVIDE FIELD SURVEYED AS-BUILT INFORMATION FOR REVIEW BY THE
OWNER/DEVELOPER AND/OR ENGINEER AS EARLY AS POSSIBLE IN THE CONSTRUCTION
SCHEDULE TO AVOID POTENTIAL DELAYS.
16.THE CONTRACTOR SHALL NOTIFY THE GOVERNING CITY, COUNTY, AND/OR STATE AND
LOCAL UTILITY COMPANIES/DISTRICTS AT LEAST 48 HOURS PRIOR TO THE START OF ANY
CONSTRUCTION.
17.THE CONTRACTOR SHALL NOTIFY THE GOVERNING CITY, COUNTY, AND/OR STATE AND
LOCAL UTILITY COMPANIES/DITRICTS AT LEAST 48 HOURS PRIOR TO THE START OF ANY
EARTH DISTURBING ACTIVITY.
18.ALL STRUCTURAL EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE LIMITS
OF CONSTRUCTION, PRIOR TO ANY GROUND-DISTURBING ACTIVITY. ALL EROSION
CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR
UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREA IS STABILIZED WITH HARD SURFACE
OR PERMANENT LANDSCAPING. THE CONTRACTOR IS RESPONSIBLE FOR REFERRING
TO ANY EROSION AND SEDIMENT CONTROL, STORMWATER MANAGEMENT,
STORMWATER POLLUTION PREVENTION, OR SIMILAR PLAN AND/OR NARRATIVE AND
ASSOCIATED PERMITS INCLUDING, BUT NOT LIMITED TO GRADING PERMITS; AND
COMPLYING WITH THE REQUIREMENTS THEREIN.
19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR
OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.
20.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY EXISTING
IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO STREET PAVEMENT, FENCES, SOD,
LANDSCAPING, SPRINKLER SYSTEMS, AND UTILITIES DISTURBED DURING
CONSTRUCTION TO THEIR ORIGINAL LOCATION AND CONDITION.
GENERAL NOTES
21.INCLUDED IN THIS PACKAGE IS THE DEMOLITION AND DISPOSAL OF ALL EXISTING
UTILITIES, SITE IMPROVEMENTS AND SITE FURNISHINGS NEEDED FOR CONSTRUCTION
OF THE IMPROVEMENTS SHOWN IN THIS SET OF CONSTRUCTION DRAWINGS. ALL
QUESTIONS IN REGARD TO DEMOLITION SHALL BE SUBMITTED TO THE OWNER IN
WRITING PRIOR TO BID.
22.ALL DEMOLITION, REMOVAL, DISPOSAL AND ABANDONMENT OF UTILITIES, STRUCTURES,
SITE IMPROVEMENTS AND SITE FURNISHINGS SHALL BE DONE IN ACCORDANCE WITH
ALL APPLICABLE FEDERAL, STATE AND LOCAL STANDARDS AND SPECIFICATIONS, AND
PERMIT REQUIREMENTS.
23.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY
DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE CONSULTING
ENGINEER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS-BUILT
RECORD DRAWINGS.
24.RIM ELEVATIONS SHOWN ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL
ELEVATIONS. THE CONTRACTOR SHALL USE PRECAST CONCRETE ADJUSTMENT RINGS,
GROUT, AND STEEL SHIMS TO ADJUST THE MANHOLE FRAMES TO THE REQUIRED FINAL
GRADE IN CONFORMANCE WITH THE CITY OR UTILITY COMPANY/DISTIRCT STANDARD
SPECIFICATIONS. ALL FRAMES SHALL BE ADJUSTED TO FINAL GRADE PRIOR TO THE
FINAL LIFT OF ASPHALT.
25.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON
A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE, AND AVAILABLE TO
THE GOVERNING CITY, COUNTY, AND/OR STATE AND UTILITY DISTRICT INSPECTOR AT
ALL TIMES.
26.AS-BUILT PLANS AND FIELD NOTES SHALL BE PROVIDED BY THE CONTRACTOR TO THE
CITY, COUNTY, STATE, FEDERAL OR UTILITY DISTRICT; OR TO THE OWNER/DEVELOPER
AS REQUIRED BY AND IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S OR
OWNER/DEVELOPER'S CRITERIA. THE CONTRACTOR SHALL CONFIRM ANY
REQUIREMENTS AS EARLY AS POSSIBLE IN THE CONSTRUCTION SCHEDULE TO
ACCOUNT FOR PREPARATION AND REVIEW OF THE INFORMATION TO AVOID POTENTIAL
DELAYS.
27.NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE CITY,
COUNTY, STATE OR LOCAL DISTRICT AND THE ENGINEER OF RECORD.
28.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE
CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES, WHICH COULD
INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE
CONTRACTOR SHALL CONTACT THE PROJECT MANAGER FOR THE OWNER/DEVELOPER
AND THE ENGINEER IMMEDIATELY.
29.BENCHMARK VERIFICATION: THE CONTRACTOR SHALL VERIFY THE EXISTING
CONDITIONS AND PROPOSED ELEVATIONS IN THIS CONSTRUCTION PLAN SET AGAINST
THE PROJECT BENCHMARK, IDENTIFIED HEREIN, PRIOR TO COMMENCING WORK.
30.ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH
THE GOVERNING AUTHORITY'S STANDARDS AND SPECIFICATIONS.
31.THE SITE CONSTRUCTION PLANS LISTED WITHIN THIS PLAN SET ARE NOT FOR
CONSTRUCTION UNLESS APPROVED BY THE APPROPRIATE GOVERNING JURISDICTION.
THE CONTRACTOR SHALL CONFIRM SAID APPROVAL PRIOR TO CONSTRUCTION.
GENERAL NOTES CONTINUED
30'
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25' ING
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9
9
BUILDING 'P'
KEY BANK
BUILDING 'O'
REEL MOUNTAIN
THEATER
537 BIG THOMPSON
AVE
F.F. = 7511.56'
BIG
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(BA
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SITE BENCHMARK
ELEV = 7503.29
POINT OF COMMENCEMENT
POINT OF BEGINNING
SCHRADER LAND CO LLLP
STANLEY VILLAGE
SHOPPING CENTER LLC
STANLEY VILLAGE
SHOPPING CENTER LLC
STANLEY VILLAGE
SHOPPING CENTER LLC
NONEXCLUSIVE
PARKING
AND
LANDSCAPING
EASEMENT
BIG
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ST. VRAIN AVE
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SITE
PROPERTY IS INTENDED TO BE THAT PARCEL.
SCHEDULE B NOTES:
[ITEMS 1-5 ARE NON-SPECIFIC AND THEREFORE NOT SHOWN]
6.COVENANTS, CONDITIONS, RESTRICTIONS, PROVISIONS, EASEMENTS AND ASSESSMENTS AS SET FORTH IN
EASEMENTS WITH COVENANTS AND RESTRICTIONS AFFECTING LAND RECORDED JANUARY 18, 1985 AT
RECEPTION NO. 853207 AND RE-RECORDED FEBRUARY 22,1985 AT RECEPTION NO. 85008774, BUT OMITTING
ANY COVENANT OR RESTRICTION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS, OR
NATIONAL ORIGIN, AND ANY AND ALL AMENDMENTS, ASSIGNMENTS, OR ANNEXATIONS THERETO.
[APPLIES TO SUBJECT PROPERTY]
7.TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS, EASEMENTS AND AGREEMENTS AS SET FORTH IN THE
GRANT OF EASEMENT (ACCESS) RECORDED MARCH 29, 1985 AT RECEPTION NO. 85014656.
[DOES NOT APPLY TO SUBJECT PROPERTY]
8.TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS, EASEMENTS AND AGREEMENTS AS SET FORTH IN THE
UTILITY EASEMENT RECORDED JUNE 5, 1985 AT RECEPTION NO. 85026630.
[DOES NOT APPLY TO SUBJECT PROPERTY]
9.EASEMENTS, NOTES, COVENANTS, RESTRICTIONS AND RIGHTS-OF-WAY AS SHOWN ON THE PLAT OF
STANLEY VILLAGE SUBDIVISION, RECORDED MARCH 27, 1991 AT RECEPTION NO. 91012204.
[APPLIES TO SUBJECT PROPERTY, EASEMENTS DO NOT APPLY BUT ARE SHOWN HEREON]
10.TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND AGREEMENTS AS SET FORTH IN THE AGREEMENT
RECORDED JUNE 19, 1991 AT RECEPTION NO. 91027309 AND AMENDMENT TO BUILDING AREA AGREEMENT
RECORDED AUGUST 1, 1994 AT RECEPTION NO. 94064581.
[APPLIES TO SUBJECT PROPERTY, CANNOT BE GRAPHICALLY SHOWN]
11.TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND AGREEMENTS AS SET FORTH IN THE AGREEMENT
RECORDED JUNE 19, 1991 AT RECEPTION NO. 91027310 AND AMENDMENT TO PNB COMMON USE AREA
AGREEMENT RECORDED AUGUST 1, 1994 AT RECEPTION NO. 94064582.
[APLLIES TO SUBJECT PROPERTY, CANNOT BE GRAPHICALLY SHOWN]
12.TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS, EASEMENTS AND AGREEMENTS AS SET FORTH IN THE
EASEMENT AGREEMENT RECORDED DECEMBER 10, 1992 AT RECEPTION NO. 92079841.
[DOES NOT APPLY TO SUBJECT PROPERTY]
13.TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS, EASEMENTS AND AGREEMENTS AS SET FORTH IN THE
PUBLIC SERVICE COMPANY OF COLORADO UTILITY EASEMENT RECORDED MAY 17, 1993 AT RECEPTION NO.
93031577. [DOES NOT APPLY TO SUBJECT PROPERTY]
14.EASEMENTS, NOTES, COVENANTS, RESTRICTIONS AND RIGHTS-OF-WAY AS SHOWN ON THE PLAT OF
AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION OF A PORTION OF TRACT 3, STANLEY
ADDITION TO THE TOWN OF ESTES PARK, COLORADO, RECORDED AUGUST 1, 1994 AT RECEPTION 94064584.
[APPLIES TO SUBJECT PROPERTY, SHOWN HEREON]
15.EASEMENTS, NOTES, COVENANTS, RESTRICTIONS AND RIGHTS-OF-WAY AS SHOWN ON THE PLAT OF
ALTA/ACSM LAND TITLE SURVEY, RECORDED JANUARY 26, 2011 AT RECEPTION NO. 20110006758.
[APPLIES TO SUBJECT PROPERTY, SHOWN HEREON]
TITLE COMMITMENT NOTES:
FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAY OR TITLE OF RECORD, WASHBURN LAND SURVEYING, LLC
RELIED UPON TITLE COMMITMENT ORDER NUMBER NCS-823969-HOU2, BY FIRST AMERICAN TITLE INSURANCE COMPANY, DATED
DECEMBER 09, 2016 AT 5:00 P.M..
THE FOLLOWING COMMENTS ARE IN REGARDS TO THE ABOVE-REFERENCED TITLE COMMITMENT.
GENERAL NOTES:
1.DEFINITION: CERTIFY, CERTIFICATION - A PROFESSIONAL'S OPINION BASED ON HIS OR HER
OBSERVATION OF CONDITIONS, KNOWLEDGE, INFORMATION AND BELIEFS. IT IS EXPRESSLY
UNDERSTOOD THAT THE PROFESSIONAL'S CERTIFICATION OF A CONDITION'S EXISTENCE RELIEVES
NO OTHER PARTY OF ANY RESPONSIBILITY OR OBLIGATION HE OR SHE HAS ACCEPTED BY
CONTRACT OR CUSTOM.
2.PER C.R.S. 18-04-508, ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC
LAND SURVEY MONUMENT OR LAND MONUMENT OR ACCESSORY, COMMITS A CLASS TWO (2)
MISDEMEANOR.
3.ALL REFERENCES HEREON TO BOOKS, PAGES, MAPS AND RECEPTION NUMBERS ARE PUBLIC
DOCUMENTS FILED IN THE RECORDS OF LARIMER COUNTY, COLORADO.
4.EASEMENTS AND PUBLIC DOCUMENTS SHOWN OR NOTED HEREON WERE EXAMINED AS TO
LOCATION AND PURPOSE AND WERE NOT EXAMINED AS TO RESERVATIONS, RESTRICTIONS,
CONDITIONS, OBLIGATIONS, TERMS, OR AS TO THE RIGHT TO GRANT THE SAME.
5.NEITHER WASHBURN LAND SURVEYING, LLC, NOR THE SURVEYOR OF RECORD, HAS THE EXPERTISE
TO ADDRESS MINERAL RIGHTS. IT IS RECOMMENDED THAT INTERESTED PARTIES RETAIN AN EXPERT
TO ADDRESS THESE MATTERS. WASHBURN LAND SURVEYING, LLC ASSUMES NO RESPONSIBILITY
FOR THE MINERAL RIGHTS UPON SUBJECT PROPERTY.
6.THE LAST FIELD INSPECTION OF THIS SITE WAS ON JANUARY 11TH, 2017.
7.PER C.R.S. 38-51-106, "ALL LINEAL UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY
FEET. ONE METER EQUALS 39.37/12 U.S. SURVEY FEET, EXACTLY ACCORDING TO THE NATIONAL
INSTITUTE OF STANDARDS AND TECHNOLOGY.
8.TABLE A ITEM 3: SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE X, FIRM MAP #080193
9.TABLE A ITEM 4: SUBJECT PROPERTY CONTAINS 0.448 ACRES OR 19,517.87 SQF
10.TABLE A ITEM 6B: NO ZONING SETBACK REPORT OR LETTER WAS PROVIDED AT THE TIME OF THIS
SURVEY.
11.TABLE A ITEM 7A: NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS
WERE OBSERVED IN THE PROCESS OF CONDUCTING FIELD WORK.
12.TABLE A ITEM 9: 65 REGULAR AND 3 HADICAP PARKING SPACES WERE OBSERVED AT THE TIME OF
THIS SURVEY.
13.TABLE A ITEM 11: BURIED UTILITIES AND/OR PIPELINES, UNLESS OTHERWISE NOTED, ARE SHOWN
PER VISIBLE AND APPARENT SURFACE EVIDENCE AND UTILITY LOCATES PROVIDED BY
UNDERGROUND CONSULTING SOLUTIONS ON DECEMBER 20TH, 2016. WASHBURN LAND SURVEYING,
LLC AND THE SURVEYOR OF RECORD SHALL NOT BE LIABLE FOR THE LOCATION OF OR THE FAILURE
TO NOTE THE LOCATION OF NON-VISIBLE UTILITIES
14.TABLE A ITEM 14: SUBJECT PROPERTY IS 496', AS THE CROW FLIES, FROM THE SOUTHWEST CORNER
OF SUBJECT PROPERTY TO THE INTERSECTION OF BIG THOMPSON AVENUE AND NORTH ST. VRAIN
AVENUE.
15.TABLE A ITEM 16: NO EVIDENCE OF RECENT CONSTRUCTION WAS OBSERVED.
16.5 FIRE HYDRANTS WERE OBSERVED WITHIN 500' OF THE SUBJECT PROPERTY AT THE TIME OF THIS
SURVEY.
LEGEND
FOUND REBAR WITH ORANGE PLASTIC CAP LS 26974
FOUND PK NAIL WITH WASHER LS 37963
SET #4 REBAR WITH BLUE PLASTIC CAP "WLS LS 37963"
SCHEDULE B EXCEPTION
GUARD RAIL
UNDERGROUND UTILITY - ELECTRIC
UNDERGROUND UTILITY - GAS
UNDERGROUND UTILITY - FIBER OPTIC
SIGN
BOLLARD
TREE
LIGHT POLE
TRANSFORMER
FIRE HYDRANT
WATER VALVE
IRRIGATION CONTROL VALVE
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
AREA COVERED IN SNOW. APPROXIMATE LOCATION
OF IMPROVEMENTS SHOWN IN THESE AREAS
CONCRETE
ASPHALT
##
LEGAL DESCRIPTION:
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION, OF A
PORTION OF TRACT 3 STANLEY ADDITION TO THE TOWN OF ESTES PARK, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE CORNER COMMON TO LOT 2, STANLEY VILLAGE SUBDIVISION, THE PARCEL
OF LAND DESCRIBED IN DEED RECORDED IN BOOK 1387, AT PAGE 975 OF THE LARIMER COUNTY
RECORDS AND THE NORTHWEST RIGHT -OF-WAY LINE OF U.S. HIGHWAY NO. 34, THENCE SOUTH
:(67$/21*7+(($67/,1(2)/27$/62%(,1*7+(:(67/,1(2)86+,*+:$<12
34, 260.15 FEET TO THE NORTH LINE OF A 30' NON-EXCLUSIVE ACCESS EASEMENT (RECEPTION NO.
858774 7+(1&(1257+
:(67$/21*7+(1257+/,1(2)6$,'($6(0(17 )((7
727+(758(32,172)%(*,11,1* 7+(1&(&217,18,1*1257+
:(67$/21*6$,'
EASEMENT LINE, 26.72 FEET TO A POINT OF CURVATURE; THENCE ALONG A CURVE TO THE RIGHT,
+$9,1*$5$',862))((7$'(/7$2)
$&+25'%($5,1*2)1257+
($67
$&+25'/(1*7+2))((7)25$1$5&/(1*7+2))((7 7+(1&(6287+
($67)((7 7+(1&(6287+
:(67)((7727+(32,172)%(*,11,1*
COUNTY OF LARIMER, STATE OF COLORADO.
FOR INFORMATIONAL PURPOSES ONLY: 35244-39-002
NOTE: THE ABOVE LEGAL DESCRIPTION DOES NOT MATHEMATICALLY CLOSE. THE BOUNDARY
SHOWN HEREON IS BASED ON A PARCEL DEPICTION ON ALTA/ACSM LAND TITLE SURVEY
RECORDED JANUARY 2011 AT RECEPTION NUMBER 20110006758. IT IS ASSUMED THE SUBJECT
PROPERTY IS INTENDED TO BE THAT PARCEL.
Scale: 1"=20'
ALTA/NSPS LAND TITLE SURVEY
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF
THE 6TH PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
SURVEYOR'S STATEMENT
TO:FIRST AMERICAN TITLE INSURANCE COMPANY, STANLEY VILLAGE SHOPPING CENTER LLC, A
COLORADO LIMITED LIABILITY COMPANY AND STARBUCKS CORPORATION, A WASHINGTON
CORPORATION.
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE
IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND
TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1-5,
6B, 7A, 8-9, 11, 13, 14, 16, 17 AND 20 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON
JANUARY 11TH, 2017.
DATE OF PLAT OR MAP: JANUARY 16, 2017.
CHAD R. WASHBURN
COLORADO REGISTERED PROFESSIONAL LAND SURVEYOR 37963
FOR AND ON BEHALF OF WASHBURN LAND SURVEYING, LLC.
970.232.9645
VINCITY MAP
N.T.S.
4025 Automation Way, Suite C4
Fort Collins, CO 80525
970-232-9645
www.WashburnSurveying.com
Sheet 1 of 1 Project #: 2016-052 Date: Jan. 16, 2017 Scale: 1"=20' Drawn: CDB
BASIS OF BEARING STATEMENT
BEARINGS ARE BASED ON THE NORTHERLY RIGHT OF WAY OF BIG THOMPSON AVENUE
WHICH ACCORDING TO THE THE AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE
68%',9,6,21%($566
:%(,1*02180(17('$66+2:1+(5(21:,7+$//
BEARINGS SHOWN HEREON RELATIVE THERETO.
VERTICAL DATUM
)281'67250'5$,10$1+2/(1
(
)5207+(6287+($67(5/<0267
CORNER OF LOT 2 WHICH IS SHOWN TO HAVE AN ELEVATION OF 7501.84 PER SURVEY BY
VAN HORN ENGINEERING
NOTICE
ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY
DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO
EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN
TEN YEARS AFTER THE DATE OF CERTIFICATION.
PREPARED FOR: STARBUCKS CORPORATION, A WASHINGTON CORPORATION;
LOCATED AT: 537 BIG THOMPSON AVE. ESTES PARK, COLOROADO
STARBUCKS PROJECT #
E
E
E
E
E
E E E E
E
E E
E E E E E E E E E E E E E
E
EE
E
E
G G G G G G G G G G
G
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
BIG THOMPSON AVE
PR
I
V
A
T
E
D
R
I
V
E
E
E
GUT
UT
W
SS
SS
G
G
G
G
G
G
G
G
G
G
G
G
G
8'' W
8''
W
8'' W
8'' W
8'' W
3/4" W
EXISTING
BUILDING
TO BE
DEMOLISHED
(BASIS OF BEARING)
260.54' (MEAS.)
6
:
EXISTING
BANK AND
RETAIL
SHOPS TO
REMAIN
26 26
26 26
3030
8
22
3
31
31
31
31 34
34
3433
38
40
39
41
27
27
42
27
27
27
30
1 2
1 212
1 2
12
12
4
47
5
5
5
5 47
5
6
6
6
6
7
10 10
11
12
12
13
14
15
16
16
16
45
15
17
18
18
19
20
20
20
21
23
23 23
23
23
24
24
24
24
24
25
25
25
25
25
25
28
29
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32
32
32
32
32
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31
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35
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37
14
44
3434
46
43
45
35
35
35
9
9
48
5
49
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:
PROJECT MANAGER:
DATE:
DRAWING FILE:
PROJECT NO.:
-
-
SCALE:
NO.:
DESCRIPTION:
NO.:
DESCRIPTION: 1ST GRADING PERMIT SUBMITTAL
NO.:
DESCRIPTION:
ISSUES & REVISIONS
DATE:
DATE:BY:
BY:
DATE: 6/20/2017 BY: JGS
DESCRIPTION:
DATE:NO.:BY:
DESCRIPTION:
DATE:NO.:BY:
2009 W. Littleton Blvd. #300
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
Sterling Design Associates, llc
303.794.4727 ph
www.SterlingDesignAssociates.com
DESCRIPTION:
DATE:NO.:BY:
PROJECT:
1
2
Littleton, CO 80120
RR
3
4
5
6
STARBUCKS COFFEE COMPANY
2401 UTAH AVENUE SOUTH
SEATTLE, WA 98134
CLIENT:
2 -
-
-
E WONERVIEW AVE &
BIG THOMPSON AVE
STARBUCKS COFFEE COMPANY
12046-052
STERLING DESIGN ASSOCIATES, LLC
-
-
-
-
-
-
-
-
-
-
-
-
TEL: (206) 318-1575
STARBUCKS AT STANLEY VILLAGE - GRADING PERMIT PLANS
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH
PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
ESTES PARK, CO 80517
JGS
JGS
-6/20/2017
SITE DEMOLITION PLAN
JGS
JGS
1" = 20'
C200
PREPARED UNDER THE DIRECT SUPERVISION OF
JOSEPH SCHIEL, PE
COLORADO REGISTRATION 48332
FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC
SCALE: 1"= 20'NORTH
100 20 40
LEGEND
R.O.W. / PROPERTY LINE
ADJOINING PROPERTY
EASEMENT LINE
EXISTING TO REMAIN
EXISTING SITE LIGHT
EXIST. MANHOLE
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
EXIST. SIGN
EXIST. BOLLARD
SAWCUT LINE
EXISTING TREE (SEE LANDSCAPE PLAN)
EXISTING TRANSFORMER
EXISTING RETAINING WALL
EXISTING GUARDRAIL
1.REFER TO THE SITE PLAN, SHEET C201, FOR PROPOSED LAYOUT INFORMATION.
2.THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS FOR ADDITIONAL
INFORMATION REGARDING THE REMOVAL OF THE EXISTING BUILDING.
3.ALL DEMOLITION, REMOVAL, DISPOSAL AND ABANDONMENT OF UTILITIES, STRUCTURES, SITE
IMPROVEMENTS AND SITE FURNISHINGS SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND
FEDERAL REQUIREMENTS.
4.CONTRACTOR SHALL VERIFY ALL UTILITY MAIN AND LATERAL LOCATIONS AND EXISTING SITE
CONDITIONS PRIOR TO PROCEEDING WITH DEMOLITION. ANY SITE CONDITIONS THAT ARE NOT AS
SHOWN ON THE DEMOLITION PLAN MUST BE REPORTED TO THE STARBUCKS CONSTRUCTION
MANAGER PRIOR TO BID.
5.CONTRACTOR SHALL REMOVE OR RELOCATE EXISTING UTILITIES PER UTILITY COMPANY
REQUIREMENTS. CONTRACTOR SHALL COORDINATE REMOVALS AND/OR RELOCATIONS WITH THE
APPROPRIATE UTILITY COMPANY AND STARBUCKS CONSTRUCTION MANAGER PRIOR TO
DEMOLITION.
6.THE CONTRACTOR SHALL VERIFY ALL UTILITIES HAVE BEEN DISCONNECTED AS REQUIRED FOR THE
WORK.
7.CONTRACTOR SHALL ERECT BARRIERS, FENCES, GUARDRAILS, ENCLOSURES, ETC. TO PROTECT
THE SITE. THE PROTECTION PLAN MUST BE REVIEWED BY STARBUCKS CONSTRUCTION MANAGER
PRIOR TO PROCEEDING WITH DEMOLITION.
8.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL (SIGNS,
BARRICADES,FLAGMEN, LIGHTS, ETC) IN ACCORDANCE WITH THE MUTCD, CURRENT EDITION AND
THE GOVERNING JURISDICTION'S STANDARDS AND SPECIFICATIONS AS REQUIRED FOR THE WORK.
9.STARBUCKS CONSTRUCTION MANAGER WILL DETERMINE WHEN CONDITIONS ARE SUITABLE TO
COMMENCE WORK. THE CONTRACTOR SHALL VERIFY AREAS TO BE DEMOLISHED ARE UNOCCUPIED
AND NOT IN USE PRIOR TO DEMOLITION.
GENERAL DEMOLITION NOTES
DEMOLITION LIMITS: ALL STRUCTURES, FOUNDATIONS, PAVING, AND
LANDSCAPING INTERNAL THERETO TO BE REMOVED AND DISPOSED OF IN
THEIR ENTIRETY UNLESS NOTED OTHERWISE. ALL EXISTING PRIVATE UTILITY
SERVICES ARE TO REMAIN UNLESS OTHERWISE NOTED.
DEMOLITION LIMITS : EXISTING IMPROVEMENTS EXTERNAL THERETO TO
REMAIN AND BE PROTECTED THROUGHOUT DEMOLITION AND CONSTRUCTION
UNLESS SPECIFICALLY NOTED OTHERWISE.
EXISTING LOCATION OF THE TRANSFORMER PAD ANTICIPATED TO BE
RE-USED. CONTRACTOR TO COORDINATE WITH THE UTILITY PROVIDER
REGARDING ASSOCIATED APPURTENANCES TO REMAIN OR TO BE REMOVED.
CONTRACTOR IS RESPONSIBLE FOR ANY DEMOLITION NOT A PART OF THE
PROVIDER'S SCOPE. ANY APPURTENANCES TO REMAIN SHALL BE PROTECTED
THROUGHOUT DEMOLITION AND CONSTRUCTION.
EXISTING CONCRETE RUNDOWN TO BE REMOVED.
EXISTING SITE LIGHT TO BE REMOVED. POWER SUPPLY TO OTHER SITE
LIGHTS THROUGHOUT THE SHOPPING CENTER IS NOT TO BE IMPACTED.
CONTRACTOR TO COORDINATE WITH STARBUCKS PROJECT MANAGER OR
OWNER TO EVALUATE EXISTING SITE ELECTRICAL CIRCUITING PRIOR TO
DEMOLITION AND ENSURE IMPACTS TO OTHER TENANTS WITHIN THE
SHOPPING CENTER ARE MINIMIZED TO THE GREATEST EXTENT POSSIBLE.
EXISTING BOLLARD TO BE REMOVED.
EXISTING SIGNAGE TO BE REMOVED.
EXISTING TRASH ENCLOSURE TO REMAIN AND BE PROTECTED DURING
DEMOLITION AND CONSTRUCTION.
EXISTING SIGNAGE TO REMAIN.
EXISTING 3/4" WATER SERVICE TO BE REMOVED OR ABANDONED FROM
EXISTING BUILDING TO EXISTING 8" WATER MAIN.
EXISTING WATER VALVE TO BE REMOVED.
EXISTING WATER MAIN TO REMAIN. THE LOCATION DEPICTED ON THIS PLAN IS
BASED ON TOWN UTILITY MAPPING AND NOT VERIFIED SURVEY INFORMATION
AND SHOULD BE CONSIDERED APPROXIMATE.
EXISTING GAS SERVICE AND METER TO BE REMOVED. CONTRACTOR TO
COORDINATE WITH THE UTILITY PROVIDER REGARDING ASSOCIATED
APPURTENANCES TO REMAIN OR TO BE REMOVED. CONTRACTOR IS
RESPONSIBLE FOR ANY IMPROVEMENTS OR DEMOLITION NOT A PART OF THE
PROVIDER'S SCOPE. ANY APPURTENANCES TO REMAIN SHALL BE PROTECTED
THROUGHOUT DEMOLITION AND CONSTRUCTION.
EXISTING GAS SERVICE TO REMAIN. SEE UTILITY PLAN.
EXISTING ELECTRIC SERVICE TO BE REMOVED OR ABANDONED.
CONTRACTOR TO COORDINATE WITH THE UTILITY PROVIDER REGARDING
ASSOCIATED APPURTENANCES TO REMAIN OR TO BE REMOVED.
CONTRACTOR IS RESPONSIBLE FOR ANY IMPROVEMENTS OR DEMOLITION
NOT A PART OF THE PROVIDER'S SCOPE. ANY APPURTENANCES TO REMAIN
SHALL BE PROTECTED THROUGHOUT DEMOLITION AND CONSTRUCTION.
EXISTING GAS MAIN TO REMAIN. THE LOCATION DEPICTED ON THIS PLAN IS
BASED ON TOWN UTILITY MAPPING AND NOT VERIFIED SURVEY INFORMATION
AND SHOULD BE CONSIDERED APPROXIMATE.
EXISTING PHONE SERVICE TO BE REMOVED OR ABANDONED.
EXISTING GREASE INTERCEPTOR AND SANITARY SEWER SERVICE LATERALS
AND CLEANOUTS TO BE REMOVED.
CAP EXISTING SEWER SERVICE AT THE MAIN. THE LOCATION OF THE
EXISTING SEWER SERVICE DEPICTED ON THIS PLAN IS BASED ON TOWN
UTILITY MAPPING AND NOT VERIFIED SURVEY INFORMATION. CONTRACTOR
TO LOCATE SEWER SERVICE LINE DURING DEMOLITION AND REPORT ANY
DISCREPANCIES TO THE DESIGN ENGINEER.
EXISTING SEWER MAIN TO REMAIN AND BE PROTECTED DURING DEMOLITION
AND CONSTRUCTION.
EXISTING SANITARY SEWER MANHOLE TO REMAIN. CONTRACTOR TO RAISE
RIM TO FINAL GRADE ELEVATION. REFER TO ROOF DRAIN AND SANITARY
SEWER PLAN..
DEMOLITION SCHEDULE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
NOTE: THIS PLAN PROVIDES GENERAL DEMOLITION INFORMATION ONLY AND IS NOT
TO BE UTILIZED FOR BID OR CONSTRUCTION. ANY QUESTIONS REGARDING
DEMOLITION SHALL BE SUBMITTED TO THE STARBUCKS CONSTRUCTION MANAGER IN
WRITING PRIOR TO BID.
LIMIT OF CONSTRUCTION
EXISTING WATER LINE
EXISTING SANITARY LINE
EXISTING TELEPHONE
EXISTING GAS LINE
EXISTING ELECTRIC LINE
EXISTING STORM SEWER
EXISTING CONCRETE PAVEMENT TO REMAIN
EXISTING CONCRETE PAVEMENT TO BE REMOVED
31
32
33
34
35
36
37
EXISTING FIRE HYDRANT TO REMAIN AND BE PROTECTED THROUGHOUT
DEMOLITION AND CONSTRUCTION.
EXISTING AND PROPOSED LANDSCAPE AREAS. CONTRACTOR IS
RESPONSIBLE FOR RELOCATING ANY DRY UTILITIES IMPACTED BY GRADING
AND / OR LANDSCAPE INSTALLATIONS.
TREE TO REMAIN AND BE PROTECTED THROUGHOUT DEMOLITION AND
CONSTRUCTION. REFERENCE THE EROSION CONTROL PLANS AND THE
LANDSCAPE PLANS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
EXISTING TREE TO BE REMOVED. REFER TO LANDSCAPE PLAN.
EXISTING ASPHALT PAVING TO BE REMOVED.
EXISTING ASPHALT PAVING TO REMAIN.
EXISTING CONCRETE PAVING TO BE REMOVED.
EXISTING CONCRETE SIDEWALK TO BE REMOVED.
EXISTING CONCRETE SIDEWALK TO REMAIN.
EXISTING CURB AND GUTTER TO REMAIN.
EXISTING CURB AND GUTTER TO BE REMOVED..
EXISTING ROCK RETAINING WALL TO REMAIN AND BE PROTECTED
THROUGHOUT CONSTRUCTION.
EXISTING WOOD RETAINING WALL TO REMAIN AND BE PROTECTED
THROUGHOUT DEMOLITION AND CONSTRUCTION.
PROPOSED SAWCUT LINE.
EXISTING PAVEMENT MARKINGS AND STRIPING TO REMAIN.
EXISTING PAVEMENT MARKINGS AND STRIPING TO BE REMOVED.
EXISTING BANK DRIVE-THROUGH CANOPY TO REMAIN.
EXISTING 30' ACCESS EASEMENT
EXISTING 10' GAS EASEMENT.
EXISTING 25' INGRESS/EGRESS EASEMENT
EXISTING GUARDRAIL TO REMAIN.
EXISTING (3) CMP STORM CULVERTS TO REMAIN.
EXISTING MENU BOARD AND DRIVE-THROUGH EQUIPMENT TO BE
REMOVED
EXISTING CONCRETE CURB AGAINST WOOD RETAINING WALL TO REMAIN.
WALL AND CURB TO BE PROTECTED THROUGHOUT DEMOLITION AND
CONSTRUCTION.
EXISTING CONCRETE TO REMAIN AT CULVERT INVERT.
EXISTING SITE LIGHT TO BE RELOCATED. SEE SITE PLAN.
ABANDON OR REMOVE EXISTING 3/4" WATER LINE AT THE TAP. THE LOCATION
DEPICTED ON THIS PLAN IS BASED ON TOWN UTILITY MAPPING AND NOT
VERIFIED SURVEY INFORMATION AND SHOULD BE CONSIDERED
APPROXIMATE. CONTRACTOR TO DETERMINE THE EXACT LOCATION OF THE
EXISTING WATER LINE DURING DEMOLITION AND REPORT ANY
DISCREPANCIES TO THE DESIGN ENGINEER. REFER TO UTILITY PLAN.
EXISTING LOCATION OF THE TELEPHONE PEDESTAL ANTICIPATED TO BE
RE-USED. CONTRACTOR TO COORDINATE WITH THE UTILITY PROVIDER
REGARDING ASSOCIATED APPURTENANCES TO REMAIN OR TO BE REMOVED.
CONTRACTOR IS RESPONSIBLE FOR ANY WORK NOT A PART OF THE
PROVIDER'S SCOPE. ANY APPURTENANCES TO REMAIN SHALL BE PROTECTED
THROUGHOUT DEMOLITION AND CONSTRUCTION.
38
39
40
41
42
43
W
SS
UT
G
UE
STS
EXISTING TO BE REMOVED
44
45
46
47
48
10.CONTRACTOR SHALL DISPOSE OF AND TRANSPORT DEBRIS TO AREA(S) OBTAINED BY
CONTRACTOR. CONTRACTOR SHALL NOT STORE OR BURN MATERIALS ON SITE. CONTRACTOR
SHALL HANDLE AND DISPOSE OF ALL DEBRIS IN ACCORDANCE WITH ALL LOCAL, STATE, AND
FEDERAL REGULATIONS. DISPOSAL SHALL BE TRANSPORTED TO AN APPROVED LANDFILL OR
OTHER APPROVED FACILITY.
11.THE CONTRACTOR SHALL FILL AND COMPACT BASEMENTS, CESSPOOLS, AND OTHER LARGE
EXCAVATED AREAS WITH CLEAN FILL SUITABLE TO WENDY'S CONSTRUCTION MANAGER AND IN
ACCORDANCE WITH RECOMMENDATIONS OBTAINED FROM THE GEOTECHNICAL INVESTIGATION OR
GEOTECHNICAL ENGINEER. GRADE TO MATCH EXISTING OR PROPOSED FINISH GRADE.
12.CONTRACTOR SHALL COORDINATE ALL SALVAGE WITH STARBUCKS CONSTRUCTION MANAGER
PRIOR TO DEMOLITION.
13.ALL UNDERGROUND STORM SEWER, WATER, SANITARY SEWER, GAS, ELECTRIC, AND OTHER
UTILITY LOCATIONS; AND EXISTING SITE APPURTENANCES AND FURNISHINGS ARE BASED ON THE
ALTA/ACSM SURVEY PREPARED FOR THE SITE AND FROM MAPS PROVIDED BY THE CITY AND ARE
TO BE CONSIDERED APPROXIMATE ONLY. IF CONTRACTOR DOES NOT ACCEPT MAPPING AS SHOWN
ON THE PLANS, WITHOUT EXCEPTION, THEN HE SHALL, AT HIS EXPENSE, HAVE A SURVEY
PREPARED BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO STARBUCKS CONSTRUCTION
MANAGER FOR ACCEPTANCE AND APPROVAL. ALL QUESTIONS IN REGARD TO DEMOLITION SHALL
BE SUBMITTED TO THE STARBUCKS CONSTRUCTION MANAGER IN WRITING PRIOR TO BID.
14.CONTRACTOR SHALL OBTAIN ALL PERMITS AND LICENSES REQUIRED FOR DEMOLITION OF WORK
SHOWN.
15.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION AND BENCHMARK(S).
CONTRACTOR SHALL HAVE A LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED
MONUMENTATION AT THE CONTRACTOR'S COST.
16.CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, FEATURES, IMPROVEMENTS, AND
UTILITIES (OVERHEAD OR UNDERGROUND) AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION.
CONTRACTOR WILL BE RESPONSIBLE FOR ALL RESULTANT COSTS DUE TO SUCH DAMAGES.
49
BIG THOMPSON AVE
PR
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V
A
T
E
D
R
I
V
E
PROPOSED
2,580 SF
STARBUCKS
CAFE
(BASIS OF BEARING)
260.54' (MEAS.)
6
:
1
2
3 4
5
6
7
7
7
7 7 7
7
77
7
7
7
7
7
8
9
10 11
11
11 11
12
12
1414
16
17
18
18
19
(TYP)
19
(TYP)
19
(TYP)
19
(TYP)
20
21
23
24
24
24
24
24
19
(TYP)
19
(TYP)
24
24
24
51
26
27
28
29
30
31
31
31
31
31
32
32
51
32
32
33
34
35
36
LS
LS
LS
LS
LS
LS LS
LS
LS
LS
38
37
39
41
42
42
42
42
42
43
43
44
45
10
3
19
5
7
6
6
7
12
EXISTING
BANK AND
RETAIL
SHOPS
25
27
8
8
48
48
47
46
46
32
22
40
40
13
28
40
15
15
15
15
1512
LS
LS
40
50
ADA-ACCESSIBLE
RAMP "A"
SEE SITE DETAILS
ADA-ACCESSIBLE
RAMP "B"
SEE SITE DETAILS
52
52
25
49
49
15
26
26 26
26
26
26
26
53
54
54 54
54
54
54
54
STARBUCKS
LEASE LIMITS
STARBUCKS
LEASE LIMITS
STARBUCKS
LEASE LIMITS
STARBUCKS
LEASE LIMITS
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:
PROJECT MANAGER:
DATE:
DRAWING FILE:
PROJECT NO.:
-
-
SCALE:
NO.:
DESCRIPTION:
NO.:
DESCRIPTION: 1ST GRADING PERMIT SUBMITTAL
NO.:
DESCRIPTION:
ISSUES & REVISIONS
DATE:
DATE:BY:
BY:
DATE: 6/20/2017 BY: JGS
DESCRIPTION:
DATE:NO.:BY:
DESCRIPTION:
DATE:NO.:BY:
2009 W. Littleton Blvd. #300
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
Sterling Design Associates, llc
303.794.4727 ph
www.SterlingDesignAssociates.com
DESCRIPTION:
DATE:NO.:BY:
PROJECT:
1
2
Littleton, CO 80120
RR
3
4
5
6
STARBUCKS COFFEE COMPANY
2401 UTAH AVENUE SOUTH
SEATTLE, WA 98134
CLIENT:
2 -
-
-
E WONERVIEW AVE &
BIG THOMPSON AVE
STARBUCKS COFFEE COMPANY
12046-052
STERLING DESIGN ASSOCIATES, LLC
-
-
-
-
-
-
-
-
-
-
-
-
TEL: (206) 318-1575
STARBUCKS AT STANLEY VILLAGE - GRADING PERMIT PLANS
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH
PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
ESTES PARK, CO 80517
JGS
JGS
-6/20/2017
SITE PLAN
JGS
JGS
1" = 20'
C201
PREPARED UNDER THE DIRECT SUPERVISION OF
JOSEPH SCHIEL, PE
COLORADO REGISTRATION 48332
FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC
SCALE: 1"= 20'NORTH
100 20 40
LEGEND
R.O.W. / PROPERTY LINE
ADJOINING PROPERTY
EASEMENT LINE
EXISTING TO REMAIN
EXISTING SITE LIGHT
EXIST. MANHOLE
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
EXIST. SIGN
LANDSCAPE AREALS
PROP. CURB AND GUTTER
PROP. BOLLARD
PROP. SIGN
PARKING COUNT10
EXIST. BOLLARD
SAWCUT LINE
EXISTING CONCRETE PAVEMENT
PROPOSED CONCRETE PAVEMENT
EXISTING TRANSFORMER
BEARINGS ARE BASED ON THE NORTHERLY RIGHT OF WAY OF BIG THOMPSON AVENUE
WHICH ACCORDING TO THE THE AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE
SUBDIVISION, BEARS S 55°08'55" W.
BASIS OF BEARINGS
PROPOSED 2,580 SQ. FT. STARBUCKS CAFE. SEE ARCHITECTURAL ELEVATIONS.
PROPOSED CONDENSER UNITS. SEE ARCHITECTURAL ELEVATIONS.
INSTALL ORDER POINT CANOPY WITH DIGITAL ORDER SCREEN AND MENU BOARD IN ACCORDANCE WITH
STARBUCKS STANDARDS. SEE SITE SIGNAGE PLAN AND DETAILS.
INSTALL PRE-MENU BOARD IN ACCORDANCE WITH STARBUCKS STANDARDS. SEE SITE SIGNAGE PLAN AND DETAILS.
PAINT OR INSTALL 4-INCH WIDE, WHITE DIAGONAL STRIPING 2.0 FEET ON CENTER WITH 4-INCH WIDE WHITE
BORDER STRIPING.
INSTALL CLEARANCE BAR IN ACCORDANCE WITH STARBUCKS STANDARDS. SEE SITE SIGNAGE PLAN AND DETAILS.
PAINT OR INSTALL WHITE (OUTGOING) AND GREEN (INCOMING) VEHICLE DIRECTIONAL ARROWS. SEE SITE DETAILS.
INSTALL "DRIVE-THRU" DIRECTIONAL SIGNAGE IN ACCORDANCE WITH STARBUCKS STANDARDS. SEE SITE SIGNAGE
DETAILS.
INSTALL "THANK YOU" AND "EXIT ONLY" SIGNAGE IN ACCORDNACE STARBUCKS STANDARDS. SEE SITE SIGNAGE
PLAN AND DETAILS.
INSTALL R1-1 "STOP" SIGN PER MUTCD ON STEEL POST. SEE SITE DETAILS.
CONSTRUCT ASPHALT PAVING IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. SEE
PAVING NOTE, THIS SHEET.
CONSTRUCT CONCRETE PAVING IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. SEE
PAVING NOTE, THIS SHEET.
INSTALL INTEGRALLY COLORED CONCRETE SIDEWALK IN ACCORDANCE WITH THE REQUIREMENTS OF THE
GEOTECHNICAL REPORT. REFER TO SITE DETAILS. COLOR IS DAVIS COLORS TAUPE #677 OR APPROVED
ALTERNATIVE.
EXISTING CONCRETE SIDEWALK TO REMAIN.
INSTALL SITE LIGHTING, INCLUDING BUT NOT LIMITED TO BASE, POLE, FIXTURE, AND CONNECTION HARDWARE.
CONTRACTOR TO PROVIDE AND INSTALL CONDUITS, PULL BOXES, AND WIRING FOR SITE LIGHTING, TYPICAL. REFER
TO ARCH/MEP PLANS FOR SIZING, RUN TERMINUS, AND OTHER WIRING REQUIREMENTS.
EXISTING TRASH ENCLOSURE TO REMAIN.
INSTALL TRASH ENCLOSURE. REFER TO ARCHITECTURAL PLANS.
EXISTING PARKING STRIPING TO REMAIN.
PAINT OR INSTALL 4" WIDE, WHITE PARKING STRIPING. REFER TO HORIZONTAL CONTROL PLAN FOR DIMENSIONS.
PAINT OR INSTALL ADA PARKING AREA STRIPING AND SYMBOLS. SEE SITE DETAILS.
INSTALL ADA PARKING SIGNAGE ON STEEL POST. SEE SITE DETAILS.
INSTALL 6.0-FOOT WIDE CONCRETE CROSSPAN. SEE SITE DETAILS.
INSTALL INTEGRALLY COLORED CONCRETE PEDESTRIAN CROSSWALK. USE DAVIS COLORS TAUPE #677 OR
APPROVED ALTERNATIVE.
INSTALL 6" CURB AND 12" GUTTER. SEE GRADING PLAN AND SITE DETAILS.
INSTALL 6-FOOT LONG CONCRETE WHEEL STOP. SEE SITE DETAILS.
INSTALL STEEL PIPE BOLLARD. SEE SITE SIGNAGE DETAILS.
INSTALL PRIVATE ADA-ACCESSIBLE CURB RAMP. SEE SITE DETAILS.
EXISTING TREES TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. SEE LANDSCAPE PLAN
EXISTING FIRE HYDRANT TO REMAIN.
EXISTING TRANSFORMER ANTICIPATED TO BE RE-USED. SEE UTILITY PLAN.
EXISTING CURB AND GUTTER TO REMAIN.
EXISTING WOOD RETAINING WALL TO REMAIN.
EXISTING STONE RETAINING WALL TO REMAIN.
EXISTING MULTI-TENANT MONUMENT SIGNAGE TO REMAIN.
CONSTRUCT INTEGRALLY COLORED CONCRETE PATIO AREA. USE DAVIS COLORS TAUPE #677 OR APPROVED
ALTERNATIVE. REFER TO ARCHITECTURAL PLANS.
EXISTING BANK DRIVE-THROUGH CANOPY TO REMAIN.
EXISTING 30' ACCESS EASEMENT
EXISTING 10' GAS EASEMENT.
EXISTING 25' INGRESS/EGRESS EASEMENT
PROPOSED SAWCUT LINE.
PAINT OR INSTALL 2.0-FOOT WIDE BY 10.0-FOOT LONG WHITE STOP BAR STRIPING.
EXISTING ASPHALT PAVING TO REMAIN.
INSTALL DETECTOR LOOP CENTERED ON ORDER POINT AND/OR DRIVE-THROUGH WINDOW 2-INCHES BELOW
FINISHED GRADE. CONTRACTOR TO EXTEND CONDUIT TO DRIVE-THROUGH / ORDER POINT / MENU BOARD /
ELECTRICAL PANEL. CONTRACTOR SHALL INSTALL ALL WORK IN ACCORDANCE WITH STARBUCKS STANDARDS. SEE
SITE SIGNAGE PLAN AND DETAILS.
SCHEDULE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
44
45
EXISTING RETAINING WALL
EXISTING GUARDRAIL
ALL PAVING, INCLUDING CURB, GUTTER, AND SIDEWALK, TO BE INSTALLED OUTSIDE OF THE
RIGHT OF WAY SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION
PAVEMENT RECOMMENDATIONS INCLUDING, BUT NOT LIMITED TO, THE PAVEMENT
SECTION, MATERIAL, AND SUBGRADE PREPARATION. THE CONTRACTOR SHALL
COORDINATE APPROVAL FOR INSTALLATION OF ANY ALTERNATE RECOMMENDATIONS
INCLUDED IN THE INVESTIGATION OR DESIRED MODIFICATIONS TO THE
RECOMMENDATIONS WITH THE OWNER/DEVELOPER AND/OR THEIR CONSTRUCTION
MANAGER PRIOR TO BID AND PRIOR TO CONSTRUCTION. FOR GEOTECHNICAL
INVESTIGATIONS WHICH DO NOT SPECIFICALLY ADDRESS CURB, GUTTER, SIDEWALK AND
SIMILAR IMPROVEMENTS NOT SUBJECT TO VEHICULAR LOADS, CONCRETE SHALL BE CDOT
CLASS B, IN ACCORDANCE WITH CDOT STANDARDS AND SPECIFICATIONS.
PAVING NOTE
46
47
48
49
50
INSTALL THREE 6" HIGH STAIRS WITH HANDRAIL. SEE SITE DETAILS.
EXISTING GUARDRAIL TO REMAIN.
INSTALL 2.0-FOOT WIDE CONCRETE RUNDOWN (SEE SITE DETAILS).
EXISTING SEWER MANHOLE TO REMAIN. CONTRACTOR TO RAISE RIM
TO FINAL GRADE ELEVATION (SEE ROOF DRAIN AND SANITARY SEWER
PLAN).
INSTALL ONE FOOT TO TWO FOOT HIGH BOULDER RETAINING WALL
(REFER TO SITE DETAILS). CONTRACTOR TO SUBMIT TO THE
ARCHITECT AND OWNER/DEVELOPER A COLOR AND TEXTURE SAMPLE
OF THE WALL MATERIAL TO BE USED PRIOR TO INSTALLATION.
PROPOSED LOCATION OF SITE LIGHT TO BE RE-LOCATED BY THE
CONTRACTOR. SEE DEMOLITION PLAN.
INSTALL 2 BIKE RACKS (SEE SITE DETAILS)
INSTALL 6" RETAINING CURB WITH 12" GUTTER AT WOOD RETAINING
WALL. SEE SITE DETAILS.
EXISTING SIGNAGE TO REMAIN.
INSTALL 2.0 FOOT WIDE CURB CUT. SEE SITE DETAILS.
INSTALL R8-31 "NO PARKING FIRE LANE" SIGN PER MUTCD MOUNTED
ON STEEL POST OR LIGHT POLE. SEE SITE DETAILS.
51
52
SCHEDULE NOTES (CONTINUED)
1.THE CONTRACTOR SHALL REFER TO THE GRADING PLAN FOR CURB TYPES AND FLOWLINE ELEVATIONS.
2.THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS
OF EXIT PORCHES, RAMPS, STAIRS, PRECISE BUILDING DIMENSIONS, AND BUILDING ENTRANCES.
3.ALL SIGNING AND STRIPING WILL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD) AND LOCAL CODES.
4.REFER TO ARCHITECTURAL PLANS FOR BUILDING SIGNAGE LOCATIONS.
GENERAL NOTES
5.REFER TO ARCHITECTURAL PLANS FOR SITE ELECTRICAL INSTALLATION REQUIREMENTS INCLUDING, BUT
NOT LIMITED TO LOCATION, TYPE, SIZE AND MATERIAL OF WIRING, CONDUIT, TRENCH, AND CONNECTION
POINTS FOR SITE LIGHTING, SITE SIGNAGE, AND OTHER SITE IMPROVEMENTS.
6.SIGNAGE TO BE ON TIME CLOCK SYNCHRONIZED WITH EXTERIOR SITE LIGHTING.
7.CONTRACTOR SHALL COORDINATE SIGNAGE PERMIT, INSTALLATION, AND SPECIFICATIONS WITH OWNER.
8.CONTRACTOR SHALL COORDINATE WIRELESS COMMUNICATIONS PACKAGE, INCLUDING VEHICLE
DETECTION LOOP, WIRELESS COMMUNICATION, MONITORS, ETC. WITH OWNER OR THEIR
REPRESENTATIVE. CONTRACTOR SHALL VERIFY REQUIREMENTS WITH OWNER OR THEIR
REPRESENTATIVE.
53
43
54
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS
UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR
MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS
AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE.
CAUTION - NOTICE TO CONTRACTOR
SOIL PREPARATION NOTE
SOIL PREPARATION SHALL BE PER RECOMMENDATIONS FROM A
GEOTECHNICAL ENGINEERING REPORT PREPARED FOR THIS
SITE AS FOLLOWS:
GEOTECHNICAL ENGINEER: CTL THOMPSON
REPORT NO. FC07783-125
THE CONTRACTOR MUST FULLY REVIEW THIS REPORT PRIOR TO
CONSTRUCTION. INFORMATION IN THE GEOTECHNICAL REPORT
SUPERSEDES ANY CONFLICTING INFORMATION CONTAINED IN
THE CONSTRUCTION PLANS AND SPECIFICATIONS.
BIG THOMPSON AVE
PR
I
V
A
T
E
D
R
I
V
E
LS
LS
2,653 SF
STARBUCKS
CAFE
TRASH
35.0'
9.0'
24.0'
19.5'
5.0'
11.8'
15.1'
12.0'
5.5'
24.0'19.5'
24.0'
8.4'
36.0'
27.0'
24.0'
PROPERTY LINE
PATIO
9.5'
22.0'
19.5'
9.0'
19.5'
R=2.0'
R=6.0'
R=2.0'
R=6.0'
R=8.0'R=2.0'
R=2.0'
R=2.0'
R=12.0'
26.9'
R=2.0'
R=25.0'
R=18.0'
R=25.0'
R=20.0'
R=5.0'
R=8.0'
R=3.0'
R=2.0'
R=3.0'
R=17.0'
R=8.0'R=4.0'
R=2.0'
R=20.0'
R=6.0'
R=10.0'
R=10.0'
R=5.0'
R=6.0'
R=2.0'
R=3.0'
24.0'9.0'
(TYP.)
(TYP.)
(TYP.)
9.0'(TYP.)
9.0'(TYP.)
ADA-ACCESSIBLE PARKING
SEE SITE DETAILS
12.0'
(BASIS OF BEARING)
260.54' (MEAS.)
6
:
19.5'
9.7'
R=15.0'
19.5'10.0'
28.8'
9.0'(TYP.
)
R=15.0'
R=6.0'
24.6'
20.4'
6" HIGH CURB
SEE GRADING PLAN
CURB VARIES IN HEIGHT
FROM 0" TO 6"
SEE GRADING PLAN
EXISTING
BANK AND
RETAIL
SHOPS
102.6'
BUILDING
SETBACK
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:
PROJECT MANAGER:
DATE:
DRAWING FILE:
PROJECT NO.:
-
-
SCALE:
NO.:
DESCRIPTION:
NO.:
DESCRIPTION: 1ST GRADING PERMIT SUBMITTAL
NO.:
DESCRIPTION:
ISSUES & REVISIONS
DATE:
DATE:BY:
BY:
DATE: 6/20/2017 BY: JGS
DESCRIPTION:
DATE:NO.:BY:
DESCRIPTION:
DATE:NO.:BY:
2009 W. Littleton Blvd. #300
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
Sterling Design Associates, llc
303.794.4727 ph
www.SterlingDesignAssociates.com
DESCRIPTION:
DATE:NO.:BY:
PROJECT:
1
2
Littleton, CO 80120
RR
3
4
5
6
STARBUCKS COFFEE COMPANY
2401 UTAH AVENUE SOUTH
SEATTLE, WA 98134
CLIENT:
2 -
-
-
E WONERVIEW AVE &
BIG THOMPSON AVE
STARBUCKS COFFEE COMPANY
12046-052
STERLING DESIGN ASSOCIATES, LLC
-
-
-
-
-
-
-
-
-
-
-
-
TEL: (206) 318-1575
STARBUCKS AT STANLEY VILLAGE - GRADING PERMIT PLANS
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH
PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
ESTES PARK, CO 80517
JGS
JGS
-6/20/2017
HORIZONTAL CONTROL PLAN
JGS
JGS
1" = 20'
C202
PREPARED UNDER THE DIRECT SUPERVISION OF
JOSEPH SCHIEL, PE
COLORADO REGISTRATION 48332
FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC
SCALE: 1"= 20'
NORTH
100 20 40
LEGEND
R.O.W. / PROPERTY LINE
ADJOINING PROPERTY
EASEMENT LINE
EXISTING TO REMAIN
EXISTING SITE LIGHT
EXIST. MANHOLE
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
EXIST. SIGN
LANDSCAPE AREALS
PROP. BOLLARD
PROP. SIGN
PARKING COUNT10
EXIST. BOLLARD
SAWCUT LINE
EXISTING CONCRETE PAVEMENT
PROPOSED CONCRETE PAVEMENT
EXISTING TREE (SEE LANDSCAPE PLAN)
EXISTING TRANSFORMER
BEARINGS ARE BASED ON THE NORTHERLY RIGHT OF WAY OF BIG THOMPSON AVENUE
WHICH ACCORDING TO THE THE AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE
SUBDIVISION, BEARS S 55°08'55" W.
BASIS OF BEARINGS
EXISTING RETAINING WALL
EXISTING GUARDRAIL
PROP. CURB AND GUTTER
CURB VARIES IN HEIGHT
1.ALL RADIUS DIMENSIONS SHOWN ARE TO FLOWLINES UNLESS OTHERWISE NOTED. ALL
RADII ARE 3 FEET UNLESS OTHERWISE NOTED.
2.PROVIDE JOINTS AT 30 X DEPTH OF CONCRETE MAXIMUM SPACING IN VEHICULAR AREAS
UNLESS OTHERWISE INDICATED. JOINTS SHOULD EXTEND THROUGH THE ADJACENT
CURB.
3.MAXIMUM JOINT SPACING IN PEDESTRIAN AREAS (I.E. SIDEWALKS AND PATIOS) SHALL BE
5' UNLESS OTHERWISE INDICATED. CONTROL JOINTS THEREIN SHALL BE TOOL FINISHED.
4.THE CONTRACTOR SHALL SELECT AND USE A BOND BREAKER AT INLETS, MANHOLES,
AND SIMILAR SIZE STRUCTURES. SMALLER STRUCTURES SUCH AS VALVE COVERS AND
MONUMENT BOXES SHALL NOT REQUIRE A BOND BREAKER, UNLESS SPECIFIED
OTHERWISE.
5.PROVIDE A CONTINUOUS ISOLATION JOINT AT THE BUILDING FOUNDATION. REFERENCE
THE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION.
GENERAL NOTES
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS
UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR
MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS
AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE.
CAUTION - NOTICE TO CONTRACTOR
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:
PROJECT MANAGER:
DATE:
DRAWING FILE:
PROJECT NO.:
-
-
SCALE:
NO.:
DESCRIPTION:
NO.:
DESCRIPTION: 1ST GRADING PERMIT SUBMITTAL
NO.:
DESCRIPTION:
ISSUES & REVISIONS
DATE:
DATE:BY:
BY:
DATE: 6/20/2017 BY: JGS
DESCRIPTION:
DATE:NO.:BY:
DESCRIPTION:
DATE:NO.:BY:
2009 W. Littleton Blvd. #300
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
Sterling Design Associates, llc
303.794.4727 ph
www.SterlingDesignAssociates.com
DESCRIPTION:
DATE:NO.:BY:
PROJECT:
1
2
Littleton, CO 80120
RR
3
4
5
6
STARBUCKS COFFEE COMPANY
2401 UTAH AVENUE SOUTH
SEATTLE, WA 98134
CLIENT:
2 -
-
-
E WONERVIEW AVE &
BIG THOMPSON AVE
STARBUCKS COFFEE COMPANY
12046-052
STERLING DESIGN ASSOCIATES, LLC
-
-
-
-
-
-
-
-
-
-
-
-
TEL: (206) 318-1575
STARBUCKS AT STANLEY VILLAGE - GRADING PERMIT PLANS
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH
PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
ESTES PARK, CO 80517
JGS
JGS
-6/20/2017
SITE DETAILS
JGS
JGS
-
C203
PREPARED UNDER THE DIRECT SUPERVISION OF
JOSEPH SCHIEL, PE
COLORADO REGISTRATION 48332
FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC
ON-SITE SIDEWALK DETAIL (PRIVATE)
NOT TO SCALE
1'-0"
4"
23°
6" RADIUS
1'-0"
2'-0"
8"
5°
WHITE REFLECTIVE PAINT
BLUE BACKGROUND
1'-0"
1'-8"
2
'
-
0
"
R
3"
CL OF PARKING SPACE
8"
1'-8"
R
HANDICAP SYMBOL DETAIL
NOT TO SCALE
4"
WIDTH
1/8"
1/8" R
CROSS SLOPE 1/4" PER FOOT
AS NOTED ON PLANS
1/2" PREFORMED, FULL
DEPTH, JOINT MATERIAL
EXPANSION JOINT
1.
NOTES:
2.
MAXIMUM INTERVAL OF 5 FEET.
JOINT
CONTRACTION OR
WEAKENED PLANE
STRUCTURES, PCR'S AND EVERY 50 FEET.
EXPANSION JOINTS SHALL BE PLACED AT
CONTRACTION JOINTS SHALL BE PLACED AT A
(TYP.)
3.EXPANSION JOINT FILLER SHALL MEET AASHTO M 213
CRITERIA AND BE APPLIED IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS.
(1
/
4
X
D
E
P
T
H
)
NOT TO SCALE
STRIPING REQUIREMENTS
2.0'
45°'
PER PLAN
4" STRIPING
PAINTED WHITE
34
"
20"30"
1.9"
1.INSTALL RACK IN THE DIRECTION AND LOCATION AS SHOWN ON
PLAN MIN. 30" FROM BUILDING OR EDGE OF PAVEMENT, 36" O.C.
2.INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
3.BLACK COLOR, POWDERCOAT
NOTES:
NOT TO SCALE
BIKE RACK
PRODUCT NAME: DERO HOOP RACK
AS MANUFACTURED BY DERO BIKE RACKS
BIKES PARKED PER UNIT: 2
MATERIALS: 1.5" SCHEDULE 40 PIPE (1.9" OD) STAINLESS STEEL
6"
1"/FOOT
12
-
1
/
2
"
SPILL CURB
1-1/2" R
6"
4 1/2"1'-1/2"
LF
1'-6"
5"
CATCH CURB
12
-
1
/
2
"
1-1/2" R
4 1/2"
1"/FOOT
6"
1'-1/2"
LF
1'-6"
5"
NOT TO SCALE
CURB & GUTTER (PRIVATE)
INTEGRAL CURB
0.5'0.5'
REFER TO PLAN
SEE PLAN
TRANSVERSE SLOPE
SHALL MATCH THAT OF
ADJACENT PAVEMENT
0.5'
No. 4 BARS AT 18" O.C.E.W.
G
COMPACT SUB-GRADE IN
ACCORDANCE WITH PAVING
NOTE (TYP); SEE SITE PLAN
CONCRETE FOR CURB & GUTTER SHALL BE IN ACCORDANCE WITH
PAVING NOTE; SEE SITE PLAN UNLESS CONCRETE FOR INTEGRAL
VEHICULAR PAVEMENT IS MORE STRINGENT
1.0'
SIGN, R7-8
UNIVERSAL
THIS SIGN AT
VAN SPACES
ACCESSIBLE
PARKING SPACE
EACH ACCESSIBLE
THIS SIGN TYPICAL AT
ONLY, R7-8a
LOCAL CODES, AND AS SPECIFIED.
ACCESSIBLE PARKING SIGN
7.
0
'
FEDERAL HIGHWAY ADMINISTRATION'S MANUAL "UNIFORM TRAFFIC CONTROL DEVICES",
PROVIDE TRAFFIC CONTROL SIGNS COMPLYING WITH U.S. DEPARTMENT OF TRANSPORTATION,
1.
5
'
3.
0
'
1-3/4x1-3/4 STEEL
POST PRIME AND
PAINT BLACK WITH
POLYURETHANE
ACRYLIC EXTEND
POST MIN. 3 FEET
BELOW GRADE
ON-SITE TRAFFIC SIGNAGE DETAIL
NOT TO SCALE
CONCRETE FOOTING
PER STRUCTURAL ENG.
P0TS
UNIVERSAL
STOP SIGN
STOP SIGN
7.
0
'
3.
0
'
R1-1
1-3/4x1-3/4 STEEL
POST PRIME AND
PAINT BLACK WITH
POLYURETHANE
ACRYLIC EXTEND
POST MIN. 3 FEET
BELOW GRADE
CONCRETE FOOTING
PER STRUCTURAL ENG.
36
"
36"
NOT TO SCALE
CONCRETE RUNDOWN (PRIVATE)D
CONCRETE RUNDOWN
3" RADIUS
FILLET (TYP.)
STANDARD
CURB HEAD
DRIV
E
T
H
R
U
/
PRIV
A
T
E
R
O
A
D
SEE C301 FOR
CURB CUT SIZE
AREA
LANDSCAPE
2'
6"
6"6"
6"
COMPACT SUB-GRADE IN ACCORDANCE
WITH PAVING NOTE (TYP); SEE C201.
CONCRETE SHALL BE IN
ACCORDANCE WITH PAVING
NOTE; SEE C201.
AREA
LANDSCAPE
NOT TO SCALE
CURB OPENING DETAIL (PRIVATE)F
CBA
H
E
1.0'
NO PARKING - FIRE LANE
7.
0
'
1.
5
'
3.
0
'
FIRE
LANE
NO
PARKING
"NO PARKING - FIRE
LANE" SIGN, R8-31;
U-BRACKET MOUNTED
(TYPICAL ALL SIGNS).
CONCRETE FOOTING
PER STRUCTURAL ENG.
1-3/4x1-3/4 STEEL
POST PRIME AND
PAINT BLACK WITH
POLYURETHANE
ACRYLIC EXTEND
POST MIN. 3 FEET
BELOW GRADE
FRONT FACE OF BOULDERS MAINTAIN A
SLIGHT SET BACK
4" PERFORATED DRAIN TILE WRAPPED
WITH FILTER FABRIC RUN TO DAYLIGHT
WHEN POSSIBLE
+/- 12" TOPSOIL INSTALLED ON TOP OF DRAINAGE ROCK
EXISTING UN-DISTURBED SUB-GRADE
UP
T
O
2
'
-
6
"
I
N
H
E
I
G
H
T
M
A
X
COMPACTED GRAVEL/CRUSHER
STONE USED TO LEVEL OUT
BOULDERS ALONG BASE COURSE
INSTALL WALL REINFORCEMENT PER
GEOTECHNICAL INVESTIGATION (IF REQUIRED)
EXISTING UN-DISTURBED
SUB-GRADE
SIZE: 6" TO 30" BOULDERS
SOIL SEPARATING GEO-TEXTILE
FILTER FABRICPROPOSED
CURB AND
GUTTER,
SEE CIVIL
DETAILS
PROPOSED
ROAD
SUB-BASE (IF
REQUIRED),
SEE CIVIL
DETAILS
NOT TO SCALE
BOULDER LANDSCAPE WALL I
4" SWALE BEHIND WALL FOR WATER REMOVAL BEHIND WALL
CRUSHED CLEAN STONE DRAIN
ROCK IN BEHIND WALL
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:
PROJECT MANAGER:
DATE:
DRAWING FILE:
PROJECT NO.:
-
-
SCALE:
NO.:
DESCRIPTION:
NO.:
DESCRIPTION: 1ST GRADING PERMIT SUBMITTAL
NO.:
DESCRIPTION:
ISSUES & REVISIONS
DATE:
DATE:BY:
BY:
DATE: 6/20/2017 BY: JGS
DESCRIPTION:
DATE:NO.:BY:
DESCRIPTION:
DATE:NO.:BY:
2009 W. Littleton Blvd. #300
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
Sterling Design Associates, llc
303.794.4727 ph
www.SterlingDesignAssociates.com
DESCRIPTION:
DATE:NO.:BY:
PROJECT:
1
2
Littleton, CO 80120
RR
3
4
5
6
STARBUCKS COFFEE COMPANY
2401 UTAH AVENUE SOUTH
SEATTLE, WA 98134
CLIENT:
2 -
-
-
E WONERVIEW AVE &
BIG THOMPSON AVE
STARBUCKS COFFEE COMPANY
12046-052
STERLING DESIGN ASSOCIATES, LLC
-
-
-
-
-
-
-
-
-
-
-
-
TEL: (206) 318-1575
STARBUCKS AT STANLEY VILLAGE - GRADING PERMIT PLANS
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH
PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
ESTES PARK, CO 80517
JGS
JGS
-6/20/2017
SITE DETAILS
JGS
JGS
-
C204
PREPARED UNDER THE DIRECT SUPERVISION OF
JOSEPH SCHIEL, PE
COLORADO REGISTRATION 48332
FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC
NOT TO SCALE
WHEEL STOP G
3/4" DIA. HOLE (TYP)
2 NO. 4 REBAR
4.5"
6"
4"
REINFORCED WITH 2 NO. 4 REBAR
3,000 P.S.I. CONCRETE
11" (
T
Y
P
)
72"
2'-3"2'-3"
OPTIONAL
SEAM
42°
2'
-
0
"
2'
-
0
"
BLACK
3"TYPGREEN
5'-0"
1'
-
0
"
3"
2'-3"2'-3"
42°
2'
-
0
"
2'
-
0
"
3"
3"
BLACK
WHITE
WHITE
42°
1'-6"1'-6"
1'
-
4
"
1'
-
4
"
1'
-
4
"
1'
-
4
"
OPTIONAL
SEAM
NOTE: INCOMING ARROWS SHALL BE
GREEN, OUT GOING ARROWS SHALL
BE WHITE.
NOT TO SCALE
DIRECTIONAL ARROWS C
DRIVE THROUGH ENTRY
DRIVE THROUGH EXIT SITE CIRCULATION
NOT TO SCALE
CURB RAMP DETAIL (PRIVATE)
NOTES:
2.
1.
5.
4.
3.
7.
6.8.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH
LOCAL STANDARDS AND SPECIFICATIONS.
CONCRETE FOR SIDEWALK RAMPS SHALL BE CDOT
CLASS "A".
RAMP AND WINGS SHALL BE POURED
MONOLITHICALLY.
MINIMUM WIDTH OF RAMPS SHALL BE 4 FEET AND
RAMP SLOPES SHALL NOT BE STEEPER THAN 12:1.
MAINTAIN BACK OF WALK ELEVATION AT 2.0%
ABOVE TOP OF CURB.
NORMAL GUTTER FLOW LINE AND PROFILE SHALL
BE MAINTAINED THROUGH THE RAMP AREA.
RAMP SURFACE SHALL HAVE A COARSE
BROOM FINISH WITH STRIATIONS
PERPENDICULAR TO THE DIRECTION OF
RAMP SLOPE.
A 1/2" EXPANSION JOINT SHALL BE
REQUIRED WHERE THE CONCRETE
RAMP JOINS ANY RIGID PAVEMENT OR
STRUCTURE.
CONCRETE SIDEWALK
RAMP
ASPHALT PAVEMENT
NOT TO SCALE
SECTION A-A
4" THICKWARNING ("TRUNCATED DOMES")
ADA COMPLIANT DETECTABLE
2'
CONCRETE
A
6"SEE PLAN
(SEE PLANS)
12:1
MAX
FLARED CONSTRUCTION
A
SHALL BE SPACED AT 12 INCHES.
1/2"WIDE x 1/2" DEEP GROOVES
CURBED
2'R
8'
CONSTRUCTION
*SEE PLANS FOR CURBED OR FLARED CONSTRUCTION
NOT TO SCALE A
18" RUN
(TYP.)
#3 BARS @ 6" O.C.
#4 BARS @ 12" O.C.
BOTTOM
LANDING
1/2" EXP. JT.
#3 BAR (EACH NOSING)
2"
1/2"RADIUS (TYP.)
1'
-
5
"
4"
1' MIN.
TOP
LANDING
1'-2"
1/2" EXP. JT.
6"
1'
-
5
"
12" DIAMETER
CONCRETE BASE
(OR CONNECTION
TO SURFACE PER
MANUFACTURER'S
RECOMMENDATIONS),
TYPICAL
3" CLEAR (TYP.)
40
"
(
T
Y
P
.
)
3"
3"
5'
C
L
E
A
R
(
M
I
N
.
)
SE
E
P
L
A
N
PLAN
ELEVATION
RAIL SELECTION TO BE
COORDINATED WITH
OWNER'S CONSTRUCTION
REPRESENTATIVE
CONCRETE STEP & HANDRAIL
1.HANDRAILS WHERE INDICATED IN PLAN. SELECTION
AND INSTALLATION TO BE COMPLIANT WITH SECTION
505 OF THE 2010 ADA STANDARDS FOR ACCESSIBLE
DESIGN.
2.COMPACT SUB-GRADE IN ACCORDANCE WITH PAVING
NOTE (TYP.); SEE SITE PLAN.
3.CONCRETE SHALL BE IN ACCORDANCE WITH PAVING
NOTE; SEE SITE PLAN.
1:48
MAX
1' MIN.
NOTES:
RISE PER PLAN
B
10.3'
5.0'
5.2'
5.0'
5.5'
8.2'
14:
1
MA
X
14
:
1
MA
X
1.8%
MAX
ANY
DIRE
C
T
I
O
N
1.8%
MAX
ANY
DIRE
C
T
I
O
N
1.8%
MAX
ANY
DIRECTION1.
8
%
MA
X
1.8%
MAX
ANY
DIRECTION
NOT TO SCALE
CURB RAMP "A"
NOT TO SCALE
CURB RAMP "B"
6'-0"
8" - SEE PAVING
NOTE
WW 6x6x4.4 OR #4 @ 18"
O.C.E.W. REINFORCING
(LAP ALL JOINTS 6" MIN)
3"
NOT TO SCALE
6' CONCRETE CROSSPAN DETAIL (PRIVATE)F
COMPACT SUB-GRADE IN
ACCORDANCE WITH PAVING
NOTE (TYP); SEE SITE PLAN
CONCRETE SHALL BE IN ACCORDANCE
WITH PAVING NOTE; SEE SITE PLAN
ASPHALT PAVEMENT
ASPHALT PAVEMENT
3'-0"
RETAINING CURB DETAIL AT EXISTING WOOD WALL
NOTES:.
1.CONTROL JOINT TO BE PLACED AT 24" OC.
NOT TO SCALE D
6"
VA
R
I
E
S
0
-
3
0
"
#5 AT BOTTOM
#5 HORIZ. AT 12" OC. BETWEEN
8" THICK CONCRETE CURB
#5 VERT. AT 18" OC. AT WALL
CENTERLINE HORIZ.
2-#5 HORIZ. AT TOP
EXISTING WOOD RETAINING WALL TO REMAIN
FLOWLINE ELEVATION
1'
-
6
"
M
I
N
.
ASPHALT PAVEMENT
NOT TO SCALE
GRADE AROUND BUILDING E
FOUNDATION
BUILDING SLAB
BUILDING WALL
2.00%
1. REFER TO ARCH. PLANS FOR ALL FOUNDATION, BUILDING SLAB,
BUILDING WALL, AND OTHER ARCHITECTURAL AND STRUCTURAL
DESIGNS AND DETAILS.
2.IN AREAS OTHER THAN THOSE MANDATED BY ADA, CONSTRUCT
2.00% SLOPE AWAY FROM BUILDING ACROSS IMPERVIOUS
SURFACES AS SHOWN ON PLAN(S).
3.AS INDICATED ON THE PLAN(S), THERE SHALL BE NO PERVIOUS
GROUND IMMEDIATELY ADJACENT TO THE BUILDING
FOUNDATION.
3'-0"
1-1/2"
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
BIG THOMPSON AVE
PR
I
V
A
T
E
D
R
I
V
E
2,580 SF
STARBUCKS
CAFE
FF=7511.00
(BASIS OF BEARING)
260.54' (MEAS.)
6
:
7
5
0
7
.
2
9
7
5
0
6
.
9
1
7
5
0
5
.
9
9
7
5
0
5
.
8
2
7
5
0
6
.
9
3
7
5
0
6
.
7
3
7
5
0
6
.
5
1
7
5
1
4
.
9
3
7
5
1
3
.
1
5
7
5
1
2
.
4
3
75
1
2
.
2
9
7
5
1
2
.
1
7
7
5
1
2
.
0
6
7
5
1
1
.
8
5
7
5
1
1
.
2
4
7
5
0
6
.
1
4
7
5
0
5
.
8
9
4.
7
%
4.
8
%
5
.
8
%
2.1%
2.
4
%
1.7%
3
.
2
%
2
.
2
%
2
.
9
%
4
.
4
%
7505 7506 7507
75
0
5
750
6
7507
7510
75
0
8
7509
7511
7511
7510
7515
7511
7512
7513
7514
7516
7517
7518
750
5
7506
7507
7508
7509
7505
7506
7507
750
6
7507
7508
7509
751
0
7511
751
2
7515
751
3
7514
7511
7
5
1
1
7507
7508
750
9
750
7
7
5
0
8
7507
7508
7509
7510
7509
75
1
1
75
1
2
7506
7510
7507
7508
7509
7511
7510
EXISTING WOOD RETIANING
WALL TO REMAIN.EXISTING ROCK RETIANING
WALL TO REMAIN.
PROPOSED ONE-FOOT TO
TWO-FOOT HIGH BOULDER
RETAINING WALL
EXISTING (3)
12" CMP CULVERTS
INV OUT =7504.63
751
0
7509
3.2
%
9.22
9.419.89
9.79
9.71 9.30
9.03
8.83
8.88
8.95
9.36
9.45
9.50
8.85
7.54
7.42
7.56
8.51 8.69
9.49
7.296.866.546.07
5.89
9.24
9.44
9.15
7.93
8.02
8.058.41
8.37
8.25
7.50
6.67
6.83
8.67
11.00
10.90
10.90
10.90 10.54
10.60
10.50
10.29
10.64 10.33
10.44
10.55
10.86
11.4712.18
11.18
11.98
11.23
11.36
12.5012.5012.15
10.54
10.61
12.16
14.07
13.88 12.58
11.93
11.56
11.78
10.90
TBC
FL
11.24
GTW
HP/FL
GTW
FL
GTW
FL
10.45
7
5
0
7
.
0
2
750
8
HP/FL
ME/FL
ME/FL
ME/FL/HP
ME/FL
ME/FL
ME/FL
1.0%
11.99
GTW
FL
2
.
0
%
HP
HP
2
.
3
%
4
4
3
3
7
7
2
2
2
2
2
2
2
2
2
2
4
1
1
6
EXISTING
BANK AND
RETAIL
SHOPS
SEE GRADING DETAIL
SHEET C302
BC
BC
4.90±ME
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:
PROJECT MANAGER:
DATE:
DRAWING FILE:
PROJECT NO.:
-
-
SCALE:
NO.:
DESCRIPTION:
NO.:
DESCRIPTION: 1ST MINOR MODIFICATION SUBMITTAL
NO.:
DESCRIPTION:
ISSUES & REVISIONS
DATE:
DATE:BY:
BY:
DATE: 4/13/2017 BY: JGS
DESCRIPTION:
DATE:NO.:BY:
DESCRIPTION:
DATE:NO.:BY:
2009 W. Littleton Blvd. #300
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
Sterling Design Associates, llc
303.794.4727 ph
www.SterlingDesignAssociates.com
DESCRIPTION:
DATE:NO.:BY:
PROJECT:
1
2
Littleton, CO 80120
RR
3
4
5
6
STARBUCKS COFFEE COMPANY
2401 UTAH AVENUE SOUTH
SEATTLE, WA 98134
CLIENT:
2 6/20/2017
2ND MINOR MODIFICATION SUBMITTAL
JGS
E WONERVIEW AVE &
BIG THOMPSON AVE
STARBUCKS COFFEE COMPANY
12046-052
STERLING DESIGN ASSOCIATES, LLC
-
-
-
-
-
-
-
-
-
-
-
-
TEL: (206) 318-1575
PRELIMINARY
NOT FOR CONSTRUCTION
STARBUCKS AT STANLEY VILLAGE MINOR MODIFICATION
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH
PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
ESTES PARK, CO 80517
6/20/2017
GRADING PLAN
JGS
JGS
1" = 20'
C301
PREPARED UNDER THE DIRECT SUPERVISION OF
JOSEPH SCHIEL, PE
COLORADO REGISTRATION 48332
FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC
SCALE: 1"= 20'NORTH
100 20 40
FOUND STORM-DRAIN MANHOLE N 56°49'37" E, 128' FROM THE SOUTHEASTERLY MOST
CORNER OF LOT 2 WHICH IS SHOWN TO HAVE AN ELEVATION OF 7501.84 PER SURVEY BY VAN
HORN ENGINEERING
BENCHMARK
BEARINGS ARE BASED ON THE NORTHERLY RIGHT OF WAY OF BIG THOMPSON AVENUE
WHICH ACCORDING TO THE THE AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE
SUBDIVISION, BEARS S 55°08'55" W.
BASIS OF BEARINGS
GRADING LEGEND
PROP. CONTOUR
0.58%
PROP. SPOT ELEVATION
PROP. SLOPE
TBC TOP BACK OF CURB
HP HIGH POINT
TOW TOP OF WALK
ME MATCH EXISTING
EC EDGE OF CONCRETE
GTW GRADE AT TOP OF WALL
FL FLOW LINE
EXIST. CONTOUR
EXISTING TO REMAIN
PROP. CURB AND GUTTER
EXIST. SPOT ELEVATION
7512
R.O.W. / PROPERTY LINE
ADJOINING PROPERTY
EASEMENT LINE
EXISTING TO REMAIN
EXIST. MANHOLE
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
PROPOSED WITHIN DISTURBED AREA
TOTAL LAND DISTURBANCE FOR PROJECT: 33,338 SQ. FT.±0.76 ACRES±
7
5
1
2
.
0
0
CURB VARIES IN HEIGHT
7.53
CONSTRUCT 6" VERTICAL CONCRETE CURB AND GUTTER WITH 1-FOOT CATCH PAN. SEE SITE
DETAILS.
CONSTRUCT 6" VERTICAL CONCRETE CURB AND GUTTER WITH 1-FOOT SPILL PAN. SEE SITE
DETAILS.
CONSTRUCT 2.0-FOOT WIDE CONCRETE RUNDOWN. SEE SITE DETAILS.
CONSTRUCT 6-INCH VERTICAL CONCRETE CURB. CONTRACTOR MAY ELECT TO CONSTRUCT
MONOLITHICALLY TO THE ADJOINING CONCRETE PAVING. SEE SITE DETAILS.
NOT USED.
CONSTRUCT HANDICAP PARKING AREA. NO GRADES GREATER THAN 2.0% IN ANY DIRECTION.
CONTRACTOR TO VERIFY WITH CONSTRUCTION MANAGER AT FORM SET OR REMAIN SOLELY
RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF ANYU NON-ADA CONFORMING
INSTALLATION.
CONSTRUCT 6" VERTICAL CONCRETE RETAINING CURB WITH 1-FOOT CATCH PAN ADJACENT TO
EXISTING WOOD RETAINING WALL. SEE SITE DETAILS.
SCHEDULE NOTES
1
2
3
4
5
6
7
1.REFER TO SHEET C100, C101, C304, AND C403 FOR ADDITIONAL PROJECT GENERAL NOTES.
2.IF, DURING THE OVERLOT GRADING PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS
SUBCONTRACTORS, OR OTHER AFFECTED PARTIES, WHICH COULD INDICATE A SITUATION THAT IS NOT
IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE GEOTECHNICAL
ENGINEER IMMEDIATELY FOR RECOMMENDATIONS.
3.ALL EARTHWORK, GRADING, OVERLOT GRADING, BACKFILLING, FILLING, EXCAVATION, COMPACTION, PAVEMENT,
AND FLATWORK CONSTRUCTION WILL BE IN ACCORDANCE WITH THE RECOMMENDATIONS FROM THE
GEOTECHNICAL INVESTIGATION PREPARED SPECIFICALLY FOR THIS SITE.
4.ALL CONCRETE PAVEMENT, CONCRETE FLATWORK, CONCRETE STRUCTURES AND CONCRETE UTILITIES SHALL
BE IN ACCORDANCE WITH THE MATERIAL RECOMMENDATIONS FROM THE GEOTECHNICAL INVESTIGATION
PREPARED SPECIFICALLY FOR THIS SITE.
5.THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH
ARCHITECTURAL AND STRUCTURAL PLANS AND SPECIFICATIONS, AND THE GEOTECHNICAL INVESTIGATION.
6.SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES SHOWN. THE CONTRACTOR SHALL
NOTIFY THE ENGINEER OF SPOT ELEVATIONS WHICH DO NOT APPEAR TO BE CONSISTENT WITH THE CONTOURS
AND SLOPES. SPOT ELEVATIONS AND SPECIFIC PROFILE DESIGN SHALL BE USED FOR SETTING ELEVATIONS OF
CURB AND GUTTER AND UTILITIES.
7.SPOT ELEVATIONS REPRESENT FLOWLINE (BOTTOM FACE OF CURB) WHERE SHOWN AT CURB AND GUTTER
UNLESS OTHERWISE NOTED.
8.CONTOURS SHOWN ARE FOR FINISHED PAVING, SIDEWALK, SLAB, OR GROUND. ADJUSTMENT TO SUBGRADE IS
THE CONTRACTOR'S RESPONSIBILITY.
9.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING HIS OWN ESTIMATE OF EARTHWORK QUANTITIES.
10.REFER TO SITE PLAN FOR EXTENT OF PAVEMENT AND PAVEMENT SECTIONS.
11.GRADES WITHIN ASPHALT PAVING AREAS SHALL BE CONSTRUCTED TO WITHIN 0.10 FEET OF THE DESIGN GRADE.
HOWEVER, THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL PAVEMENT AREAS AND ALONG CURBS.
ALL CURBS SHALL BE BUILT IN ACCORDANCE WITH THE PLAN. CURBS OR PAVEMENT AREAS WHICH DO NOT
PROVIDE PROPER DRAINAGE MUST BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.
12.THE CONTRACTOR SHALL HAVE FORMS CHECKED BY A SURVEYOR FOR CURB AND GUTTER ADJACENT TO
EXISTING ASPHALT OR CONCRETE. THE CROSS SLOPE SHALL NOT BE LESS THAN 2% OR GREATER THAN 4%
FROM THE EXISTING SAWCUT LINE TO THE PROPOSED LIP OF GUTTER. DO NOT PLACE CONCRETE IN FORMS
THAT HAVE BEEN CHECKED TO BE OR APPEAR IN ANY WAY INCORRECT. CONTACT THE ENGINEER IMMEDIATELY
IF A PROBLEM SHOULD ARISE.
13.THE CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT
AND CONTINUOUS GRADE.
14.THE CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL LANDSCAPED AND
PAVED AREA.
15.ALL DISTURBED AREAS THAT ARE NOT DESIGNATED TO BE PAVED SHALL BE LANDSCAPED OR SEEDED,
ACCORDING TO THE LANDSCAPE PLAN.
16.EXISTING DRAINAGE STRUCTURES SHALL BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES
CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
17.IF ANY EXISTING STRUCTURES, SIDEWALK, AND/OR CURB AND GUTTER MODIFIED OR TO REMAIN ARE DAMAGED
DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE
EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER PRIOR TO PROJECT
CLOSEOUT.
18.ALL GRATES, MANHOLE RIMS, VALVE BOXES, VALVE COVERS, CLEANOUTS, AND VAULT OR BOX COVERS SHALL BE
ADJUSTED TO "AS CONSTRUCTED" FINISHED GRADE PRIOR TO THE FINAL LIFT OF ASPHALT.
19.NO PROPOSED SLOPE IN LANDSCAPED AREAS OR OPEN SPACE SHALL EXCEED THREE (3) HORIZONTAL FEET TO
ONE (1) VERTICAL FOOT, OR AS OTHERWISE SPECIFIED BY LOCAL CRITERIA.
20.THE CONTRACTOR SHALL PROTECT THE PROJECT BENCHMARK THROUGHOUT CONSTRUCTION AND SET
ADDITIONAL PROJECT BENCHMARKS AS NECESSARY TO MAINTAIN VERTICAL CONTROL THROUGHOUT THE
DURATION OF THE PROJECT.
21.THE CONTRACTOR SHALL FILL AND COMPACT BASEMENTS, CESSPOOLS, AND OTHER LARGE EXCAVATED AREAS
WITH CLEAN FILL SUITABLE TO THE OWNER, AND IN ACCORDANCE WITH RECOMMENDATIONS OBTAINED FROM
THE GEOTECHNICAL INVESTIGATION OR GEOTECHNICAL ENGINEER AND GRADE TO MATCH EXISTING OR
PROPOSED FINISH GRADE; OR CONFIRM SUCH WORK HAS BEEN PERFORMED PRIOR TO CONSTRUCTION.
GENERAL GRADING NOTES
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS
UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR
MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS
AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE.
CAUTION - NOTICE TO CONTRACTOR
BC BUILDING CORNER
SOIL PREPARATION NOTE
SOIL PREPARATION SHALL BE PER RECOMMENDATIONS FROM A
GEOTECHNICAL ENGINEERING REPORT PREPARED FOR THIS
SITE AS FOLLOWS:
GEOTECHNICAL ENGINEER: CTL THOMPSON
REPORT NO. FC07783-125
THE CONTRACTOR MUST FULLY REVIEW THIS REPORT PRIOR TO
CONSTRUCTION. INFORMATION IN THE GEOTECHNICAL REPORT
SUPERSEDES ANY CONFLICTING INFORMATION CONTAINED IN
THE CONSTRUCTION PLANS AND SPECIFICATIONS.
SS
SS
2,580 SF
STARBUCKS
CAFE
FF=7511.00
6
.
1
%
4.
8
%
2.1%
7507
7508
7509
7
5
1
0
7509
7510
7509
7510
PATIO @ 1.8% MAX SLOPE
ALL DIRECTIONS
SEE ARCHITECTURAL PLANS
9.40
8.49
8.30
9.508.82
8.12
7.97
8.40
8.46
7.80
7.90
8.01
7.82
7.70±
7.90
8.35
7.95
8.50
9.18
8.90
8.95
9.00
9.35
10.85
8.95
9.85
10.74±
10.35
10.05
10.21
9.91
9.71
8.89
11.00
11.00
11.00
10.85
10.85
10.87
10.43
11.0011.00
10.90
10.50
11.15
11.00
10.30
10.35
10.90
TBC
FL
10.85 TBC
FL
TOW
TOW
TOW
TOW
TOW
TOW
TOW
750
8
9.82
10.32 TBC
FL
9.85 TOW
9.37
9.36 TOW
9.40 TBC
9.30
9.86 TBC
FL
9.76 TBC
FL
FL
4
5
2
2
2
1
2
5
7.99
9.90 TBC
FL
9.55 TOW
5
HP
1
2 2
44
4
751
0
7508
BCBC
BC
BC
BC
BC
FL
FL/ME
8.10
10.20
FL/ME
(3) 6-INCH HIGH STEPS WITH HANDRAIL
(SEE SITE DETAILS)
7.85
7.80
8.46
8.40
1.6%1.7%
4.
7
%
1.0%
1.5%
0.9%
4.
9
%
2.0% MAX
SLOPE ANY
DIRECTION
5.
0
%
MA
X
2.
0
%
MA
X
2.
0
%
MA
X
2.0
%
MAX
1:1
4
MA
X
2.
0
%
MA
X
FL/HP
8.40 TBC
TOW
TOW
TOW
TOW
TOW
10.85
TOWTOW
1.
0
%
1.
2
%
0.5%
EXISTING SEWER MANHOLE
RAISE RIM TO FINAL GRADE
ELEVATION. SEE ROOF DRAIN
AND SANITARY SEWER PLAN.
2.0% MAX
SLOPE ANY
DIRECTION 4.0%
3.
2
%
9.35
TOW
10.85
TOW
11.00
BC
10.90
BC
8.62FL
8.56FL
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:
PROJECT MANAGER:
DATE:
DRAWING FILE:
PROJECT NO.:
-
-
SCALE:
NO.:
DESCRIPTION:
NO.:
DESCRIPTION: 1ST GRADING PERMIT SUBMITTAL
NO.:
DESCRIPTION:
ISSUES & REVISIONS
DATE:
DATE:BY:
BY:
DATE: 6/20/2017 BY: JGS
DESCRIPTION:
DATE:NO.:BY:
DESCRIPTION:
DATE:NO.:BY:
2009 W. Littleton Blvd. #300
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
Sterling Design Associates, llc
303.794.4727 ph
www.SterlingDesignAssociates.com
DESCRIPTION:
DATE:NO.:BY:
PROJECT:
1
2
Littleton, CO 80120
RR
3
4
5
6
STARBUCKS COFFEE COMPANY
2401 UTAH AVENUE SOUTH
SEATTLE, WA 98134
CLIENT:
2 -
-
-
E WONERVIEW AVE &
BIG THOMPSON AVE
STARBUCKS COFFEE COMPANY
12046-052
STERLING DESIGN ASSOCIATES, LLC
-
-
-
-
-
-
-
-
-
-
-
-
TEL: (206) 318-1575
STARBUCKS AT STANLEY VILLAGE - GRADING PERMIT PLANS
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH
PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
ESTES PARK, CO 80517
JGS
JGS
-6/20/2017
GRADING DETAIL
JGS
JGS
1" = 20'
C302
PREPARED UNDER THE DIRECT SUPERVISION OF
JOSEPH SCHIEL, PE
COLORADO REGISTRATION 48332
FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC
SCALE: 1"= 5'NORTH
0 5 10FOUND STORM-DRAIN MANHOLE N 56°49'37" E, 128' FROM THE SOUTHEASTERLY MOST
CORNER OF LOT 2 WHICH IS SHOWN TO HAVE AN ELEVATION OF 7501.84 PER SURVEY BY VAN
HORN ENGINEERING
BENCHMARK
BEARINGS ARE BASED ON THE NORTHERLY RIGHT OF WAY OF BIG THOMPSON AVENUE
WHICH ACCORDING TO THE THE AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE
SUBDIVISION, BEARS S 55°08'55" W.
BASIS OF BEARINGS
CONSTRUCT 6" VERTICAL CONCRETE CURB AND GUTTER WITH 1-FOOT CATCH PAN. SEE SITE
DETAILS.
CONSTRUCT 6" VERTICAL CONCRETE CURB AND GUTTER WITH 1-FOOT SPILL PAN. SEE SITE
DETAILS.
NOT USED.
CONSTRUCT 6-INCH VERTICAL CONCRETE CURB. CONTRACTOR MAY ELECT TO CONSTRUCT
MONOLITHICALLY TO THE ADJOINING CONCRETE PAVING. SEE SITE DETAILS.
CURB VARIES IN HEIGHT FROM 0-INCHES TO 6-INCHES.
NOT USED..
NOT USED.
SCHEDULE NOTES
1
2
3
4
5
6
7
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS
UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR
MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS
AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE.
CAUTION - NOTICE TO CONTRACTOR
GRADING LEGEND
PROP. CONTOUR
0.58%
PROP. SPOT ELEVATION
PROP. SLOPE
TBC TOP BACK OF CURB
HP HIGH POINT
TOW TOP OF WALK
ME MATCH EXISTING
EC EDGE OF CONCRETE
GTW GRADE AT TOP OF WALL
FL FLOW LINE
EXIST. CONTOUR
PROP. CURB AND GUTTER
EXIST. SPOT ELEVATION
7512
EXIST. MANHOLE
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
7
5
1
2
.
0
0
CURB VARIES IN HEIGHT
7.53
BC BUILDING CORNER
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
BIG THOMPSON AVE
PR
I
V
A
T
E
D
R
I
V
E
3/4" W
EXISTING
BUILDING
FF=7511.56
(BASIS OF BEARING)
260.54' (MEAS.)
6
:
7505 7506 7507
75
0
5
750
6
7507
7510
75
0
8
7509
7511
7511
7510
7515
7511
7512
7513
7514
7516
7517
7
5
1
8
750
5
7506
7507
7508
7509
7505
7506
7507
7506
7507
7508
7509
7
5
1
0
7
5
1
1
7511
751
2
7515
751
3
7514
751
1
751
1
751
0
751
1
7
5
1
1
750
7
7508
750
9
750
7
7
5
0
8
EXISTING
BANK AND
RETAIL
SHOPS
EXISTING (3)
12" CMP CULVERTS
50.0'
20.0'
INSTALL SCL AS NECESSARY
WHERE DISTURBED GRADE IS LESS THAN 6"
BELOW TOP OF EXISTING WOOD WALL.
ADJUST AS NECESSARY THROUGHOUT
CONSTRUCTION.
INSTALL SCL AS NECESSARY
WHERE DISTURBED GRADE IS LESS THAN 6"
BELOW TOP OF EXISTING WOOD WALL.
ADJUST AS NECESSARY THROUGHOUT
CONSTRUCTION.
VTC TO BE INSTALLED AS SOON AS POSSIBLE
AFTER REMOVAL OF EXISTING PAVEMENT.
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:
PROJECT MANAGER:
DATE:
DRAWING FILE:
PROJECT NO.:
-
-
SCALE:
NO.:
DESCRIPTION:
NO.:
DESCRIPTION: 1ST GRADING PERMIT SUBMITTAL
NO.:
DESCRIPTION:
ISSUES & REVISIONS
DATE:
DATE:BY:
BY:
DATE: 6/20/2017 BY: JGS
DESCRIPTION:
DATE:NO.:BY:
DESCRIPTION:
DATE:NO.:BY:
2009 W. Littleton Blvd. #300
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
Sterling Design Associates, llc
303.794.4727 ph
www.SterlingDesignAssociates.com
DESCRIPTION:
DATE:NO.:BY:
PROJECT:
1
2
Littleton, CO 80120
RR
3
4
5
6
STARBUCKS COFFEE COMPANY
2401 UTAH AVENUE SOUTH
SEATTLE, WA 98134
CLIENT:
2 -
-
-
E WONERVIEW AVE &
BIG THOMPSON AVE
STARBUCKS COFFEE COMPANY
12046-052
STERLING DESIGN ASSOCIATES, LLC
-
-
-
-
-
-
-
-
-
-
-
-
TEL: (206) 318-1575
STARBUCKS AT STANLEY VILLAGE - GRADING PERMIT PLANS
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH
PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
ESTES PARK, CO 80517
JGS
JGS
-6/20/2017
INITIAL EROSION AND SEDIMENT
JGS
JGS
1" = 20'
C303
PREPARED UNDER THE DIRECT SUPERVISION OF
JOSEPH SCHIEL, PE
COLORADO REGISTRATION 48332
FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC
SCALE: 1"= 20'NORTH
100 20 40
FOUND STORM-DRAIN MANHOLE N 56°49'37" E, 128' FROM THE SOUTHEASTERLY MOST
CORNER OF LOT 2 WHICH IS SHOWN TO HAVE AN ELEVATION OF 7501.84 PER SURVEY BY VAN
HORN ENGINEERING
BENCHMARK
BEARINGS ARE BASED ON THE NORTHERLY RIGHT OF WAY OF BIG THOMPSON AVENUE
WHICH ACCORDING TO THE THE AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE
SUBDIVISION, BEARS S 55°08'55" W.
BASIS OF BEARINGS
GRADING LEGEND
EXIST. CONTOUR
PROP. CURB AND GUTTER
R.O.W. / PROPERTY LINE
ADJOINING PROPERTY
EASEMENT LINE
EXISTING TO REMAIN
EXIST. MANHOLE
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
PROPOSED WITHIN DISTURBED AREA
TOTAL LAND DISTURBANCE FOR PROJECT: 33,338 SQ. FT.±0.76 ACRES±
WEEK 0 4 8 12 16 20
ESTIMATED BMP INSTALLATION SCHEDULE
(SF, CF, VTC, SSA, IP, RS, CS, IP)
(RS, CWA)
(SM)
INSTALL INITIAL PHASE
EROSION CONTROL
EXISTING BUILDING & PARKING
LOT DEMOLITION
EARTHWORK ACTIVITIES
UTILITIES INSTALLATION
VERTICAL BUILDING CONSTRUCTION
CURB AND GUTTER INSTALLATION
SIDEWALK CONSTRUCTION
SITE PAVING
LANDSCAPING
INSTALL FINAL EROSION
CONTROL MEASURES
EROSION CONTROL MAINTENANCE
(SP, SF)
(SCL)
(SCL)
BMP LEGEND
LIMITS OF CONSTRUCTION
VEHICLE TRACKING PAD
STABILIZED STAGING AREA
(MATERIAL, HAZARDOUS MATERIAL,
EQUIPMENT, FUEL, LUBRICANT, CHEMICAL,
WASTE & SANITARY FACILITY STORAGE
AND MAINTENANCE AREA )
INLET PROTECTION
CURB SOCKS
SEDIMENT CONTROL LOG
CONCRETE WASHOUT AREA
SEED AND MULCH
FLOW DIRECTION ARROW
CONTROL PLAN
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS
UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR
MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS
AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE.
CAUTION - NOTICE TO CONTRACTOR
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
BIG THOMPSON AVE
PR
I
V
A
T
E
D
R
I
V
E
8'' W
8''
W
8'' W
8'' W
8'' W
8'' W
2,580 SF
STARBUCKS
CAFE
FF=7511.00
(BASIS OF BEARING)
260.54' (MEAS.)
6
:
7505 7506 7507
75
0
5
750
6
7507
7510
75
0
8
7509
7511
7511
7510
7515
7511
7512
7513
7514
7516
7517
7
5
1
8
750
5
7506
7507
7508
7509
7505
7506
7507
7506
7507
7508
7509
7
5
1
0
7
5
1
1
7511
751
2
7515
751
3
7514
751
1
751
1
751
0
751
1
7
5
1
1
750
7
7508
750
9
750
7
7
5
0
8
7507
7508
7509
7510
75
1
1
75
1
2
7506
7510
7507
7508
7509
EXISTING
BANK AND
RETAIL
SHOPS
7511
7510
EXISTING (3)
12" CMP CULVERTS
PATIO
50.0'
20.0'
INSTALL SCL AS NECESSARY
WHERE DISTURBED GRADE IS LESS THAN 6"
BELOW TOP OF EXISTING WOOD WALL.
ADJUST AS NECESSARY THROUGHOUT
CONSTRUCTION.
INSTALL SCL AS NECESSARY
WHERE DISTURBED GRADE IS LESS THAN 6"
BELOW TOP OF EXISTING WOOD WALL.
ADJUST AS NECESSARY THROUGHOUT
CONSTRUCTION.
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:
PROJECT MANAGER:
DATE:
DRAWING FILE:
PROJECT NO.:
-
-
SCALE:
NO.:
DESCRIPTION:
NO.:
DESCRIPTION: 1ST GRADING PERMIT SUBMITTAL
NO.:
DESCRIPTION:
ISSUES & REVISIONS
DATE:
DATE:BY:
BY:
DATE: 6/20/2017 BY: JGS
DESCRIPTION:
DATE:NO.:BY:
DESCRIPTION:
DATE:NO.:BY:
2009 W. Littleton Blvd. #300
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
Sterling Design Associates, llc
303.794.4727 ph
www.SterlingDesignAssociates.com
DESCRIPTION:
DATE:NO.:BY:
PROJECT:
1
2
Littleton, CO 80120
RR
3
4
5
6
STARBUCKS COFFEE COMPANY
2401 UTAH AVENUE SOUTH
SEATTLE, WA 98134
CLIENT:
2 -
-
-
E WONERVIEW AVE &
BIG THOMPSON AVE
STARBUCKS COFFEE COMPANY
12046-052
STERLING DESIGN ASSOCIATES, LLC
-
-
-
-
-
-
-
-
-
-
-
-
TEL: (206) 318-1575
STARBUCKS AT STANLEY VILLAGE - GRADING PERMIT PLANS
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH
PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
ESTES PARK, CO 80517
JGS
JGS
-6/20/2017
INTERIM / FINAL EROSION AND
JGS
JGS
1" = 20'
C304
PREPARED UNDER THE DIRECT SUPERVISION OF
JOSEPH SCHIEL, PE
COLORADO REGISTRATION 48332
FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC
SCALE: 1"= 20'NORTH
100 20 40
FOUND STORM-DRAIN MANHOLE N 56°49'37" E, 128' FROM THE SOUTHEASTERLY MOST
CORNER OF LOT 2 WHICH IS SHOWN TO HAVE AN ELEVATION OF 7501.84 PER SURVEY BY VAN
HORN ENGINEERING
BENCHMARK
BEARINGS ARE BASED ON THE NORTHERLY RIGHT OF WAY OF BIG THOMPSON AVENUE
WHICH ACCORDING TO THE THE AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE
SUBDIVISION, BEARS S 55°08'55" W.
BASIS OF BEARINGS
GRADING LEGEND
PROP. CONTOUR
EXIST. CONTOUR
PROP. CURB AND GUTTER
7512
R.O.W. / PROPERTY LINE
ADJOINING PROPERTY
EASEMENT LINE
EXISTING TO REMAIN
EXIST. MANHOLE
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
PROPOSED WITHIN DISTURBED AREA
TOTAL LAND DISTURBANCE FOR PROJECT: 33,338 SQ. FT.±0.76 ACRES±
WEEK 0 4 8 12 16 20
ESTIMATED BMP INSTALLATION SCHEDULE
(SF, CF, VTC, SSA, IP, RS, CS, IP)
(RS, CWA)
(SM)
INSTALL INITIAL PHASE
EROSION CONTROL
EXISTING BUILDING & PARKING
LOT DEMOLITION
EARTHWORK ACTIVITIES
UTILITIES INSTALLATION
VERTICAL BUILDING CONSTRUCTION
CURB AND GUTTER INSTALLATION
SIDEWALK CONSTRUCTION
SITE PAVING
LANDSCAPING
INSTALL FINAL EROSION
CONTROL MEASURES
EROSION CONTROL MAINTENANCE
(SP, SF)
(SCL)
(SCL)
BMP LEGEND
LIMITS OF CONSTRUCTION
VEHICLE TRACKING PAD
STABILIZED STAGING AREA
(MATERIAL, HAZARDOUS MATERIAL,
EQUIPMENT, FUEL, LUBRICANT, CHEMICAL,
WASTE & SANITARY FACILITY STORAGE
AND MAINTENANCE AREA )
INLET PROTECTION
CURB SOCKS
SEDIMENT CONTROL LOG
CONCRETE WASHOUT AREA
SEED AND MULCH
FLOW DIRECTION ARROW
SEDIMENT CONTROL PLAN
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS
UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR
MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS
AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE.
CAUTION - NOTICE TO CONTRACTOR
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:
PROJECT MANAGER:
DATE:
DRAWING FILE:
PROJECT NO.:
-
-
SCALE:
NO.:
DESCRIPTION:
NO.:
DESCRIPTION: 1ST GRADING PERMIT SUBMITTAL
NO.:
DESCRIPTION:
ISSUES & REVISIONS
DATE:
DATE:BY:
BY:
DATE: 6/20/2017 BY: JGS
DESCRIPTION:
DATE:NO.:BY:
DESCRIPTION:
DATE:NO.:BY:
2009 W. Littleton Blvd. #300
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
Sterling Design Associates, llc
303.794.4727 ph
www.SterlingDesignAssociates.com
DESCRIPTION:
DATE:NO.:BY:
PROJECT:
1
2
Littleton, CO 80120
RR
3
4
5
6
STARBUCKS COFFEE COMPANY
2401 UTAH AVENUE SOUTH
SEATTLE, WA 98134
CLIENT:
2 -
-
-
E WONERVIEW AVE &
BIG THOMPSON AVE
STARBUCKS COFFEE COMPANY
12046-052
STERLING DESIGN ASSOCIATES, LLC
-
-
-
-
-
-
-
-
-
-
-
-
TEL: (206) 318-1575
STARBUCKS AT STANLEY VILLAGE - GRADING PERMIT PLANS
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH
PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
ESTES PARK, CO 80517
JGS
JGS
-6/20/2017
EROSION CONTROL DETAILS
JGS
JGS
-
C305
PREPARED UNDER THE DIRECT SUPERVISION OF
JOSEPH SCHIEL, PE
COLORADO REGISTRATION 48332
FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC
1.REFER TO SHEET C100, C101, C304, AND C402 FOR ADDITIONAL PROJECT NOTES.
2.THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL REMOVE ALL
SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN
DISCHARGED TO OR, ACCUMULATE IN, THE FLOWLINES AND PUBLIC RIGHTS OF WAYS OF THE CITY AS A
RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS SITE DEVELOPMENT OR CONSTRUCTION
PROJECT. SAID REMOVAL SHALL BE CONDUCTED IN A TIMELY MANNER.
3.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED OF THE OWNER AND HIS OR
HER AGENTS DUE TO UNFORESEEN EROSION PROBLEMS OR IF THE PLAN AS SUBMITTED AND APPROVED
DOES NOT FUNCTION AS INTENDED. THE REQUIREMENTS OF THIS PLAN SHALL BE THE OBLIGATION OF THE
LAND OWNER AND/ OR HIS SUCCESSORS OR HEIRS; UNTIL SUCH TIME AS THE PLAN IS PROPERLY COMPLETED,
MODIFIED, OR VOIDED.
4.THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE
STORM SEWER SYSTEM DURING ALL DEMOLITION, EXCAVATION, TRENCHING, BORING, GRADING OR OTHER
CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE HELD
RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS, WETLANDS, ETC.,
RESULTING FROM WORK DONE AS PART OF THIS PROJECT.
5.THE CONTRACTOR SHALL LOCATE, INSTALL, AND MAINTAIN ALL EROSION CONTROL AND WATER QUALITY
"BEST MANAGEMENT PRACTICES" AS INDICATED ON THE APPROVED PLAN.
6.THE DEVELOPER, GENERAL CONTRACTOR, GRADING CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS
SHALL INSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE
SHALL BE PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC RIGHTS
OF WAYS.
7.THE USE OF REBAR, STEEL STAKES, OR STEEL FENCE POSTS TO STAKE DOWN STRAW OR HAY BALES; OR TO
SUPPORT SILT FENCING USED AS AN EROSION CONTROL MEASURE; IS PROHIBITED. THE USE OF OSHA
APPROVED COLORED WARNING CAPS ON REBAR OR FENCE POSTS USED WITH EROSION CONTROL
MEASURES IS NOT ACCEPTABLE.
8.APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" (BMP) SHALL BE MAINTAINED
AND KEPT IN GOOD REPAIR FOR THE DURATION OF THIS PROJECT. AT A MINIMUM, THE CONTRACTOR OR HIS
AGENT SHALL INSPECT ALL BMPS WEEKLY AND WITHIN 24 HOURS AFTER SIGNIFICANT PRECIPITATION EVENTS.
ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED IN A TIMELY MANNER. SEDIMENT WILL BE
REMOVED AND DEVICES REPAIRED AS SOON AS PRACTICABLE. ACCUMULATED SEDIMENT AND DEBRIS SHALL
BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVEL REACHES ONE HALF THE HEIGHT OF THE BMP, AT ANY
TIME THAT SEDIMENT OR DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE BMP, OR IN ACCORDANCE
WITH LOCAL, STATE, AND FEDERAL REGULATIONS. ALL INSPECTION, MAINTENANCE, AND REPAIR PRACTICES
SHALL MEET APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.
9.THE CONTRACTOR SHALL PROVIDE CONTROL MEASURES TO PREVENT OR MINIMIZE THE IMPACT TO
RECIEVEING WATERS AS REQUIRED BY THE PLANS. THE CONTRACTOR SHALL EFFECTIVELY PREVENT AND
CONTROL EROSION AND SEDIMENTATION ON CONSTRUCTION SITES AT THE EARLIEST PRACTICABLE TIME. IN
GENERAL, CONTROL MEASURES WILL BE IMPLEMENTED PRIOR TO THE COMMENCEMENT OF EACH
CONSTRUCTION OPERATION OR IMMEDIATELY AFTER THE AREA HAS BEEN DISTURBED. CONSTRUCTION
STAGING AREAS AND VEHICLE MAINTENANCE ACTIVITIES SHALL BE MANAGED AND CONTROLLED SO AS TO
MINIMIZE THE RUNOFF OF POLLUTANTS. DISTURBANCE OF VEGETATION SHALL BE MINIMIZED AND LIMITED TO
ONLY WHAT IS SHOWN ON THE CONSTRUCTION PLANS. ALL EROSION, SEDIMENT AND WATER POLLUTION
CONTROLS WILL BE MAINTAINED IN GOOD WORKING ORDER.
10.WATER USED IN THE CLEANING OF CEMENT TRUCK DELIVERY CHUTES SHALL BE DISCHARGED INTO A
PREDEFINED, CONTAINMENT AREA ON THE JOB SITE. THE DISCHARGE OF WATER CONTAINING CEMENT TO
THE STORM SEWER SYSTEM IS PROHIBITED.
11.THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE
PAVEMENT CUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW CUTTING OR ABRASIVE WATER JET
CUTTING ARE TO TAKE PLACE. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE
PRODUCTS GENERATED BY SAID CUTTING OPERATIONS ON A DAILY BASIS. THE DISCHARGE OF ANY WATER
CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM SEWER SYSTEM IS
PROHIBITED.
12.PAVED SURFACES WHICH ARE ADJACENT TO CONSTRUCTION SITES SHALL BE SWEPT IN A TIMELY MANNER
WHEN SEDIMENT AND OTHER MATERIALS ARE TRACKED OR DISCHARGED ON TO THEM. EITHER SWEEPING BY
HAND OR USE OF STREET SWEEPERS IS ACCEPTABLE. STREET SWEEPERS USING WATER WHILE SWEEPING IS
PREFERRED IN ORDER TO MINIMIZE DUST. FLUSHING OFF PAVED SURFACES WITH WATER IS PROHIBITED.
13.THE CONTRACTOR SHALL PROVIDE A DETAILED CONSTRUCTION SCHEDULE. THE SCHEDULE SHALL INCLUDE
ALL MAJOR CONSTRUCTION ACTIVITIES AS WELL AS THE INSTALLATION OF PROPOSED EROSION CONTROL
MEASURES, SEDIMENT/POLLUTANT CONTROL MEASURES, INTERIM AND FINAL SITE STABILIZATION MEASURES,
PERMANENT EROSION PREVENTION MEASURES, AND PERMANENT WATER QUALITY ENHANCEMENT
FACILITIES.
14.THE CONTRACTOR SHALL SUBMIT A SPILL PREVENTION AND MANAGEMENT PLAN. THE PLAN SHALL IDENTIFY
THE MEASURES PROPOSED TO PREVENT THE DISCHARGE OF POLLUTANTS RESULTING FROM SPILLS AND
EXPEDITE THE CLEANUP AND PROPER DISPOSAL OF SOILS CONTAMINATED BY CHEMICAL, PETROLEUM OR
HAZARDOUS MATERIALS.
15.EXPOSURE OF SPOIL PILES CREATED DURING UTILITY TRENCHING SHOULD BE MINIMIZED. LOCATION OF
SPOIL PILES SHOULD BE ON THE UPHILL SIDE OF THE TRENCH AND OUT OF THE WAY OF VISIBLE DRAINAGE
PATHS.
16.STOCKPILES AND AREAS DISTURBED BY GRADING OPERATIONS SHALL BE STABILIZED FROM WIND AND
WATER EROSION THROUGH THE USE OF A LAYER OF SUITABLE MULCH, TEMPORARY REVEGETATION, OR
EROSION CONTROL MATTING/GEOTEXTILES AT A MINIMUM. ANY OF THESE METHODS SHALL BE APPLIED AT
TIMES AND FREQUENCIES IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS: (1) TO
DISTURBED AREAS AND STOCKPILES AFTER FINAL GRADING IS REACHED, (2) TO DISTURBED AREAS WHICH
MAY NOT BE AT FINAL GRADE, BUT WHICH WILL REMAIN DORMANT, AND (3) TO STOCKPILE CONSTRUCTION ON
ANY STOCKPILE WHICH WILL REMAIN DORMANT . SAID STABILIZATION PRACTICES SHALL BE APPLIED PER
MANUFACTURER AND/OR SUPPLIER RECOMMENDATIONS AND SHALL BE TACKED OR FASTENED BY AN
APPROVED METHOD SUITABLE FOR THE TYPE OF PRODUCT USED.
GENERAL NOTES
ALL EROSION AND SEDIMENT CONTROL PRACTICES AND OTHER PROTECTIVE MEASURES IDENTIFIED IN THE
SWMP MUST BE MAINTAINED IN EFFECTIVE OPERATING CONDITION. PROPER SELECTION AND INSTALLATION OF
BMPS AND IMPLEMENTATION OF COMPREHENSIVE INSPECTION AND MAINTENANCE PROCEDURES, IN
ACCORDANCE WITH THE SWMP, SHOULD BE ADEQUATE TO MEET THIS CONDITION. BMPS THAT ARE NOT
ADEQUATELY MAINTAINED IN ACCORDANCE WITH GOOD ENGINEERING, HYDROLOGIC AND POLLUTION CONTROL
PRACTICES, INCLUDING REMOVAL OF COLLECTED SEDIMENT OUTSIDE THE ACCEPTABLE TOLERANCES OF THE
BMPS, ARE CONSIDERED TO BE NO LONGER OPERATING EFFECTIVELY AND MUST BE ADDRESSED.
BMP MAINTENANCE NOTE
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:
PROJECT MANAGER:
DATE:
DRAWING FILE:
PROJECT NO.:
-
-
SCALE:
NO.:
DESCRIPTION:
NO.:
DESCRIPTION: 1ST GRADING PERMIT SUBMITTAL
NO.:
DESCRIPTION:
ISSUES & REVISIONS
DATE:
DATE:BY:
BY:
DATE: 6/20/2017 BY: JGS
DESCRIPTION:
DATE:NO.:BY:
DESCRIPTION:
DATE:NO.:BY:
2009 W. Littleton Blvd. #300
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
Sterling Design Associates, llc
303.794.4727 ph
www.SterlingDesignAssociates.com
DESCRIPTION:
DATE:NO.:BY:
PROJECT:
1
2
Littleton, CO 80120
RR
3
4
5
6
STARBUCKS COFFEE COMPANY
2401 UTAH AVENUE SOUTH
SEATTLE, WA 98134
CLIENT:
2 -
-
-
E WONERVIEW AVE &
BIG THOMPSON AVE
STARBUCKS COFFEE COMPANY
12046-052
STERLING DESIGN ASSOCIATES, LLC
-
-
-
-
-
-
-
-
-
-
-
-
TEL: (206) 318-1575
STARBUCKS AT STANLEY VILLAGE - GRADING PERMIT PLANS
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH
PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
ESTES PARK, CO 80517
JGS
JGS
-6/20/2017
EROSION CONTROL DETAILS
JGS
JGS
-
C306
PREPARED UNDER THE DIRECT SUPERVISION OF
JOSEPH SCHIEL, PE
COLORADO REGISTRATION 48332
FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:
PROJECT MANAGER:
DATE:
DRAWING FILE:
PROJECT NO.:
-
-
SCALE:
NO.:
DESCRIPTION:
NO.:
DESCRIPTION: 1ST GRADING PERMIT SUBMITTAL
NO.:
DESCRIPTION:
ISSUES & REVISIONS
DATE:
DATE:BY:
BY:
DATE: 6/20/2017 BY: JGS
DESCRIPTION:
DATE:NO.:BY:
DESCRIPTION:
DATE:NO.:BY:
2009 W. Littleton Blvd. #300
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
Sterling Design Associates, llc
303.794.4727 ph
www.SterlingDesignAssociates.com
DESCRIPTION:
DATE:NO.:BY:
PROJECT:
1
2
Littleton, CO 80120
RR
3
4
5
6
STARBUCKS COFFEE COMPANY
2401 UTAH AVENUE SOUTH
SEATTLE, WA 98134
CLIENT:
2 -
-
-
E WONERVIEW AVE &
BIG THOMPSON AVE
STARBUCKS COFFEE COMPANY
12046-052
STERLING DESIGN ASSOCIATES, LLC
-
-
-
-
-
-
-
-
-
-
-
-
TEL: (206) 318-1575
STARBUCKS AT STANLEY VILLAGE - GRADING PERMIT PLANS
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH
PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
ESTES PARK, CO 80517
JGS
JGS
-6/20/2017
EROSION CONTROL DETAILS
JGS
JGS
-
C307
PREPARED UNDER THE DIRECT SUPERVISION OF
JOSEPH SCHIEL, PE
COLORADO REGISTRATION 48332
FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC
CSSM
E E E E E E E E E E E E E E
E
G G G G G G G G G G
G
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
BIG THOMPSON AVE
PR
I
V
A
T
E
D
R
I
V
E
G
G
G
G
G
G
G
G
G
G
G
G
8'' W
8''
W
8'' W
8'' W
8'' W
8'' W SS
ET
T
GE
E
2,580 SF
STARBUCKS
CAFE
FF=7511.00
(BASIS OF BEARING)
260.54' (MEAS.)
6
:
1
2
3
4
5
6
7
8
34
30
29
31
9
9
EXISTING
BANK AND
RETAIL
SHOPS
5
5
14
12
11
12
11
12
10
13
15
15
16
16
17
18
19
20
21
21
22
23
24
24
25
26
27
2828
23 23
30
33
33
33
33
34
34
14
14
35
36
12
12
12
PRV
EXISTING SEWER
MANHOLE. RAISE
RIM AS NEEDED
TO MATCH FINAL
GRADE. SEE
ROOF DRAIN AND
SANITARY SEWER
PLAN.
32
32 32
32
32 32
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:
PROJECT MANAGER:
DATE:
DRAWING FILE:
PROJECT NO.:
-
-
SCALE:
NO.:
DESCRIPTION:
NO.:
DESCRIPTION: 1ST GRADING PERMIT SUBMITTAL
NO.:
DESCRIPTION:
ISSUES & REVISIONS
DATE:
DATE:BY:
BY:
DATE: 6/20/2017 BY: JGS
DESCRIPTION:
DATE:NO.:BY:
DESCRIPTION:
DATE:NO.:BY:
2009 W. Littleton Blvd. #300
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
Sterling Design Associates, llc
303.794.4727 ph
www.SterlingDesignAssociates.com
DESCRIPTION:
DATE:NO.:BY:
PROJECT:
1
2
Littleton, CO 80120
RR
3
4
5
6
STARBUCKS COFFEE COMPANY
2401 UTAH AVENUE SOUTH
SEATTLE, WA 98134
CLIENT:
2 -
-
-
E WONERVIEW AVE &
BIG THOMPSON AVE
STARBUCKS COFFEE COMPANY
12046-052
STERLING DESIGN ASSOCIATES, LLC
-
-
-
-
-
-
-
-
-
-
-
-
TEL: (206) 318-1575
STARBUCKS AT STANLEY VILLAGE - GRADING PERMIT PLANS
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH
PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
ESTES PARK, CO 80517
JGS
JGS
-6/20/2017
UTILITY PLAN
JGS
JGS
1" = 20'
C401
PREPARED UNDER THE DIRECT SUPERVISION OF
JOSEPH SCHIEL, PE
COLORADO REGISTRATION 48332
FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC
SCALE: 1"= 20'NORTH
100 20 40
LEGEND
R.O.W. / PROPERTY LINE
ADJOINING PROPERTY
EASEMENT LINE
EXISTING TO REMAIN
EXISTING SITE LIGHT
EXIST. MANHOLE
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
PROP. CURB AND GUTTER
EXISTING TRANSFORMER
PROPOSED 2,580 SQ. FT. STARBUCKS CAFE. SEE ARCHITECTURAL ELEVATIONS.
PROPOSED CONDENSER UNITS. SEE ARCHITECTURAL ELEVATIONS.
INSTALL ORDER POINT CANOPY WITH DIGITAL ORDER SCREEN IN ACCORDANCE WITH STARBUCKS STANDARDS.
SEE SITE SIGNAGE PLAN AND DETAILS.
INSTALL PRE-MENU BOARD IN ACCORDANCE WITH STARBUCKS STANDARDS. SEE SITE SIGNAGE PLAN AND DETAILS.
INSTALL "DRIVE-THRU" DIRECTIONAL SIGNAGE TIN ACCORDANCE WITH STARBUCKS STANDARDS. SEE SITE
SIGNAGE DETAILS.
INSTALL "THANK YOU" AND "EXIT ONLY" IN ACCORDANCE WITH PER STARBUCKS STANDARDS. SEE SITE SIGNAGE
PLAN AND DETAILS.
EXISTING FIRE HYDRANT TO REMAIN AND BE PROTECTED THROUGHOUT DEMOLITION AND CONSTRUCTION.
EXISTING LOCATION OF THE TRANSFORMER PAD ANTICIPATED TO BE RE-USED. CONTRACTOR TO COORDINATE
WITH THE UTILITY PROVIDER REGARDING ASSOCIATED APPURTENANCES TO REMAIN OR TO BE REMOVED.
CONTRACTOR IS RESPONSIBLE FOR ANY DEMOLITION NOT A PART OF THE PROVIDER'S SCOPE. ANY
APPURTENANCES TO REMAIN SHALL BE PROTECTED THROUGHOUT DEMOLITION AND CONSTRUCTION.
INSTALL DETECTOR LOOP CENTERED ON ORDER POINT AND/OR DRIVE-THROUGH WINDOW 2-INCHES BELOW
FINISHED GRADE. CONTRACTOR TO EXTEND CONDUIT TO DRIVE-THROUGH / ORDER POINT / MENU BOARD /
ELECTRICAL PANEL. CONTRACTOR SHALL INSTALL ALL WORK IN ACCORDANCE WITH STARBUCKS STANDARDS.
SEE SITE SIGNAGE PLAN AND DETAILS.
APPROXIMATE LOCATION FOR UNDERGROUND ELECTRICAL CONDUIT FOR DIGITAL ORDER SCREEN CONTROL BOX
AND PREVIEW BOARD (SEE SITE SIGNAGE PLANS).
PROPOSED LOCATION OF SITE LIGHT TO BE RELOCATED BY CONTRACTOR. SEE DEMOLITION PLAN.
INSTALL SITE LIGHTING, INCLUDING BUT NOT LIMITED TO BASE, POLE, FIXTURE, AND CONNECTION HARDWARE.
CONTRACTOR TO PROVIDE AND INSTALL CONDUITS, PULL BOXES, AND WIRING FOR SITE LIGHTING, TYPICAL.
REFER TO ARCH/MEP PLANS FOR SIZING, RUN TERMINUS, AND OTHER WIRING REQUIREMENTS.
APPROXIMATE ALIGNMENT AND CONNECTION POINTS FOR PROPOSED ELECTRIC SECONDARY LINE IN GRAY
SCHEDULE 40 PVC CONDUIT. ALL TRENCH AND CONDUIT FOR ELECTRIC SECONDARY LINE IS TO BE INSTALLED BY
THE CONTRACTOR TO TOWN SPECIFICATIONS. SEE DRY UTILITY NOTE, THIS SHEET.
EXISTING SEWER MAHOLE TO REMAIN.
EXISTING 8" SANITARY SEWER MAIN TO REMAIN AND BE PROTECTED THROUGHOUT DEMOLITION AND
CONSTRUCTION.
INSTALL 4" ASTM 3034 SDR-35 PVC SANITARY SEWER SERVICE WITH CLEANOUTS. INSTALL AT 2.0% MINIMUM SLOPE.
REFER TO ROOF DRAIN AND SANITARY SEWER PLAN AND UTILITY DETAILS.
INSTALL 750 GALLON MINIMUM GREASE INTERCEPTOR WITH VENT LINE(S) TO THE BUILDING. CONTRACTOR SHALL
VERIFY INTERCEPTIOR SIZE AND VENT LINE SIZE/NUMBER AND LOCATION WITH ARCH/MEP PLANS PRIOR TO
CONSTRUCTION. SEE UTILITY DETAILS.
INSTALL 76.0 LF ~ 1-1/2" TYPE K COPPER WATER SERVICE 5.0 FEET MINIMUM DEPTH BELOW GRADE IN ACCORDANCE
WITH ESTES PARK WATER STANDARDS AND SPECIFICATIONS. CONTRACTOR TO COORDINATE INSTALLATION OF
ALL APPURTENANCES NECESSARY FOR CONSTRUCTION WITH TOWN OF ESTES PARK WATER DIVISION, PERFORM
REQUIRED WORK, AND CONFIRM PROPOSED SERVICE SIZE WITH ARCH/MEP PLANS PRIOR TO CONSTRUCTION.
DOMESTIC WATER SERVICE POINT OF ENTRY. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION
AND CONTINUATION WITH ARCH/MEP PLANS PRIOR TO CONSTRUCTION. CONTRACTOR TO REFER TO ARCH/MEP
PLANS FOR WATER METER PLACEMENT (INSIDE BUILDING) AND PRESSURE REDUCING VALVE LOCATION.
INSTALL CURB STOP AND BOX IN ACCORDANCE WITH ESTES PARK WATER STANDARDS AND SPECIFICATIONS . SEE
UTILITY DETAILS.
EXISTING WATER MAIN TO REMAIN. THE LOCATION DEPICTED ON THIS PLAN IS BASED ON TOWN UTILITY MAPPING
AND NOT VERIFIED SURVEY INFORMATION AND SHOULD BE CONSIDERED APPROXIMATE.
APPROXIMATE ALIGNMENT AND CONNECTION POINTS FOR PROPOSED GAS SERVICE. SEE DRY UTILITY NOTE.
EXISTING GAS LINE TO REMAIN AND BE PROTECTED THROUGHOUT DEMOLITION AND CONSTRUCTION.
EXISTING GAS MAIN TO REMAIN. THE LOCATION DEPICTED ON THIS PLAN IS BASED ON TOWN UTILITY MAPPING AND
NOT VERIFIED SURVEY INFORMATION AND SHOULD BE CONSIDERED APPROXIMATE.
APPROXIMATE ALIGNMENT AND CONNECTION POINTS FOR PROPOSED PHONE SERVICE. SEE DRY UTILITY NOTE.
LOCATION OF EXISTING TELEPHONE PEDESTAL ANTICIPATED TO BE RE-USED. CONTRACTOR TO COORDINATE WITH
THE UTILITY PROVIDER REGARDING ASSOCIATED APPURTENANCES TO REMAIN OR TO BE REMOVED. CONTRACTOR
IS RESPONSIBLE FOR ANY WORK THAT IS NOT A PART OF THE PROVIDER'S SCOPE. ANY APPURTENANCES TO
REMAIN SHALL BE PROTECTED THROUGHOUT DEMOLITION AND CONSTRUCTION.
EXISTING THREE (3) 12" CMP CULVERTS TO REMAIN AND BE PROTECTED DURING DEMOLITION AND CONSTRUCTION.
EXISTING UNDERGROUND ELECTRIC LINE TO REMAIN AND BE PROTECTED DURING DEMOLITION AND
CONSTRUCTION.
EXISTING 30' ACCESS EASEMENT
EXISTING 10' GAS EASEMENT.
EXISTING 25' INGRESS/EGRESS EASEMENT
PROPOSED DOWNSPOUT LOCATION. SEE ROOF DRAIN AND SANITARY SEWER PLAN AND REFER TO
ARCHITECTURAL / MEP PLANS FOR DETAIL AT THE BUILDING.
INSTALL ASTM 3034 4" SDR-35 PVC UNDERGROUND ROOF DRAIN LINE WITH CLEANOUTS.
INSTALL AT 2.0% MINIMUM SLOPE. REFER TO ROOF DRAIN AND SANITARY SEWER PLAN AND UTILITY DETAILS.
INSTALL 2-FOOT CONCRETE RUNDOWN. SEE SITE DETAILS.
SANITARY SEWER SERVICE ENTRY. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION AND
CONTINUATION WITH ARCH/MEP PLANS PRIOR TO CONSTRUCTION.
INSTALL 1-1/2" TAP AT THE MAIN. WATER MAIN LOCATION IS BASED ON TOWN UTILITY MAPPING AND NOT VERIFIED
SURVEY INFORMATION AND SHOULD BE CONSIDERED APPROXIMATE. CONTRACTOR TO VERIFY LOCATION OF
WATER MAIN PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER.
SCHEDULE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
EXISTING RETAINING WALL
EXISTING GUARDRAIL
PRIOR TO CONSTRUCTION - CONTRACTOR TO VERIFY THE EXACT SIZE,
ALIGNMENT, AND CONNECTION POINTS WITH THE DRY UTILITY PROVIDERS.
THE CONTRACTOR IS RESPONSIBLE FOR ALL PROVISION AND
INSTALLATIONS REQUIRED OF ALL DRY UTILITY APPURTENANCES
(INCLUDING, BUT NOT LIMITED TO, TRENCHING, CONDUITS, PULL BOXES,
ETC.) REQUIRED FOR SERVICE CONNECTION THAT ARE NOT INCLUDED IN
THE UTILITY PROVIDER'S SCOPE.
DRY UTILITY NOTE
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
EXISTING GAS LINE
EXISTING ELECTRIC LINE
EXISTING STORM SEWER
SS
W
E
STS
G
PROPOSED WATER LINE
PROPOSED SANITARY SEWER SERVICE
PROPOSED GAS SERVICE
PROPOSED ELECTRIC LINE
W
E
G
SS
32
33
34
PROPOSED ROOF DRAIN LINERD
35
36
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS
UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR
MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS
AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE.
CAUTION - NOTICE TO CONTRACTOR
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
W
8'' W
8''
W
W
W
SS
SS
SS
SS
E
E
T
T
GE
E
2,580 SF
STARBUCKS
CAFE
FF=7511.00
EXIST. SAN MH
RAISE RIM TO FINAL
GRADE ELEVATION
EX. RIM = 7509.36
PR. RIM = 7510.61
EX. INV IN (E) = 7505.06
EX. INV OUT (W) = 7504.86
4" LATERAL CONNECTION INTO EXISTING 8" MAIN
INV (6" SS) = 7505.83±
EXISTING 8" SAN SEWER MAIN
@ 0.8%
S1
S6
S2
S7
S5
S8
S4
UTILITY CROSSING
4" RD INV=7508.88
4" SS TOP=7507.28
CLR=1.50'
UTILITY CROSSING
4" RD INV=7509.09
4" SS TOP=7507.59
CLR=1.50'S3
EXIST. (3) 12" CMP CULVERTS
EX. INV OUT (W) = 7504.63
R1
R2
R3
R4
R7
R5
6" PVC ROOF DRAIN
INV OUT = 7505.14
UTILITY CROSSING
INV (4" RD) = 7508.02
TOP (EX. 8" SS) = 7505.90
CLR=1.54'
UTILITY CROSSING
INV (4" RD) = 7506.65
TOP (EX. 8" SS) = 7505.06±
CLR=1.59' MIN.
R6
75.2 LF ~ 4" SDR-35
PVC ROOF DRAIN @ 2.78%
19.8 LF ~ 4" SDR-35
PVC ROOF DRAIN @ 2.78%
25.0 LF ~ 4" SDR-35
PVC ROOF DRAIN
@ 2.00%9.6 LF ~ 4" SDR-35
PVC SANITARY SEWER @ 2.00%
11.8 LF ~ 4" SDR-35
PVC SANITARY SEWER
@ 2.00%
6.2 LF ~ 4" SDR-35
PVC SANITARY SEWER
@ 2.00%
12.9 LF ~ 4" SDR-35
PVC SANITARY SEWER
@ 2.00%
33.0 LF ~ 4" SDR-35
PVC SANITARY SEWER
@ 2.00%
30.4 LF ~ 4" SDR-35
PVC ROOF DRAIN
@ 2.00%
7.3 LF ~ 4" SDR-35
PVC ROOF DRAIN
@ 2.00%
DRY UTILITY
CROSSING
TOP (UT) = 7507.70
TOP (UE) = 7507.70
INV (4" RD) = 7509.20
CLR. = 1.50'
27.5 LF ~ 4" SDR-35
PVC SANITARY SEWER
@ 2.00%
12.5 LF ~ 4" SDR-35
PVC ROOF DRAIN
@ 2.00% AND 4"X4"
HORIZONTAL WYE
19.2 LF ~ 4" SDR-35
PVC SANITARY SEWER @ 2.00%
9.65 LF ~ 4" SDR-35
PVC ROOF DRAIN
@ 2.00%
5.3 LF ~ 4" SDR-35 PVC
ROOF DRAIN @ 2.00%
AND 45° BEND
9.5 LF ~ 4" SDR-35
PVC ROOF DRAIN
@ 2.00%
10.6 LF ~ 4" SDR-35
PVC ROOF DRAIN
@ 2.00%
33.3 LF ~ 4" SDR-35
PVC ROOF DRAIN
@ 2.00%
57.3 LF ~ 4" SDR-35
PVC ROOF DRAIN
@ 2.00%
2.3 LF ~ 4" SDR-35 PVC
ROOF DRAIN @ 2.00%
AND 45° BEND
1.5 LF ~ 4" SDR-35 PVC
ROOF DRAIN @ 2.00%
AND 4" X 4" HORIZONTAL
WYE
2.9 LF ~ 4" SDR-35 PVC
ROOF DRAIN @ 2.00%
AND 4" X 4" HORIZONTAL
WYE
8.1 LF ~ 4" SDR-35 PVC
ROOF DRAIN @ 2.00%
AND 4" X 4" HORIZONTAL
WYE
R8
R9
4.4 LF ~ 4" SDR-35
PVC ROOF DRAIN
@ 2.00% AND
45° BEND
7.6 LF ~ 4" SDR-35
PVC ROOF DRAIN
@ 2.00% AND 45°
HORIZONTAL BEND
11.0 LF ~ 4" SDR-35
PVC ROOF DRAIN
@ 2.00% AND 4"X4"
HORIZONTAL WYE
19.8 LF ~ 4" SDR-35
PVC ROOF DRAIN
@ 2.00%
11.4 LF ~ 4" SDR-35
PVC ROOF DRAIN
@ 2.00%
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:
PROJECT MANAGER:
DATE:
DRAWING FILE:
PROJECT NO.:
-
-
SCALE:
NO.:
DESCRIPTION:
NO.:
DESCRIPTION: 1ST GRADING PERMIT SUBMITTAL
NO.:
DESCRIPTION:
ISSUES & REVISIONS
DATE:
DATE:BY:
BY:
DATE: 6/20/2017 BY: JGS
DESCRIPTION:
DATE:NO.:BY:
DESCRIPTION:
DATE:NO.:BY:
2009 W. Littleton Blvd. #300
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
Sterling Design Associates, llc
303.794.4727 ph
www.SterlingDesignAssociates.com
DESCRIPTION:
DATE:NO.:BY:
PROJECT:
1
2
Littleton, CO 80120
RR
3
4
5
6
STARBUCKS COFFEE COMPANY
2401 UTAH AVENUE SOUTH
SEATTLE, WA 98134
CLIENT:
2 -
-
-
E WONERVIEW AVE &
BIG THOMPSON AVE
STARBUCKS COFFEE COMPANY
12046-052
STERLING DESIGN ASSOCIATES, LLC
-
-
-
-
-
-
-
-
-
-
-
-
TEL: (206) 318-1575
STARBUCKS AT STANLEY VILLAGE - GRADING PERMIT PLANS
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH
PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
ESTES PARK, CO 80517
JGS
JGS
-6/20/2017
ROOF DRAIN AND SANITARY
JGS
JGS
1" = 20'
C402
PREPARED UNDER THE DIRECT SUPERVISION OF
JOSEPH SCHIEL, PE
COLORADO REGISTRATION 48332
FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC
SCALE: 1"= 20'NORTH
0 10 20
LEGEND
R.O.W. / PROPERTY LINE
ADJOINING PROPERTY
EASEMENT LINE
EXISTING TO REMAIN
EXISTING SITE LIGHT
EXIST. MANHOLE
EXIST. FIRE HYDRANT
EXIST. WATER VALVE
PROP. CURB AND GUTTER
EXISTING TRANSFORMER
EXISTING RETAINING WALL
EXISTING GUARDRAIL
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
EXISTING GAS LINE
EXISTING ELECTRIC LINE
EXISTING STORM SEWER
8" SS
3/4" W
E
STS
G
PROPOSED WATER LINE
PROPOSED SANITARY SEWER SERVICE
PROPOSED GAS SERVICE
PROPOSED ELECTRIC LINE
W
E
G
SS
PROPOSED ROOF DRAIN LINERD
PRIVATE SAN. SEWER APPURTENANCES TABLE
ID FIXTURE INV OUT INV IN RIM
S1 INSTALL 4"X4" TWO WAY CLEANOUT. SEE UTILITY DETAILS.7507.36 SAME 7510.96±
S2 7506.82 SAME
S3 7506.62 SAME
S4 INSTALL 750 GALLON MINIMUM GREASE INTERCEPTOR WITH
VENT LINE(S) TO THE BUILDING. CONTRACTOR SHALL VERIFY
INTERCEPTIOR SIZE AND VENT LINE SIZE/NUMBER AND
LOCATION WITH ARCH/MEP PLANS PRIOR TO CONSTRUCTION.
SEE UTILITY DETAILS.
7506.39 7506.56
S5 CONSTRUCT 4"X4" TWO WAY CLEANOUT. SEE UTILITY DETAILS.7506.33 SAME
S6 CONSTRUCT 4"X4" TWO WAY CLEANOUT. SEE UTILITY DETAILS.7507.05 SAME
S7 7506.70 SAME
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS
UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR
MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS
AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE.
CAUTION - NOTICE TO CONTRACTOR
PRIVATE ROOF DRAIN APPURTENANCES TABLE
SEWER PLAN
S8 INSTALL 4"X4" HORIZONTAL WYE WITH (2) 45° VERTICAL BENDS
AND CLEANOUT RISER AND LID. SEE UTILITY DETAILS. SEE
UTILITY DETAILS.
7506.03 SAME
INSTALL 4"X4" HORIZONTAL WYE WITH (1) 45° HORIZONTAL
BEND, (2) 45° VERTICAL BENDS, AND CLEANOUT RISER AND LID.
SEE UTILITY DETAILS.
INSTALL 4"X4" TWO WAY CLEANOUT. SEE UTILITY DETAILS.
INSTALL 4"X4" HORIZONTAL WYE WITH (1) 45° HORIZONTAL
BEND, (2) 45° VERTICAL BENDS, AND CLEANOUT RISER AND
LID. SEE UTILITY DETAILS.
7510.58±
7510.53±
7510.50±
7510.46±
7510.96±
7510.70±
7510.34±
ID FIXTURE INV OUT INV IN RIM
R1 7507.95 SAME 7511.48±
R2 7507.28 SAMEINSTALL 4"X4" HORIZONTAL WYE WITH (1) 45° HORIZONTAL BEND,
(2) 45° VERTICAL BENDS, AND CLEANOUT RISER AND LID. SEE
UTILITY DETAILS.
7510.50±
INSTALL 4"X4" HORIZONTAL WYE WITH (1) 45° HORIZONTAL BEND,
(2) 45° VERTICAL BENDS, AND CLEANOUT RISER AND LID. SEE
UTILITY DETAILS.
R3 7506.84 SAMEINSTALL 4"X4" HORIZONTAL WYE WITH (1) 45° HORIZONTAL BEND,
(2) 45° VERTICAL BENDS, AND CLEANOUT RISER AND LID. SEE
UTILITY DETAILS.
7510.03±
R4 7505.69 SAMEINSTALL 4"X4" HORIZONTAL WYE WITH (2) 45° VERTICAL BENDS,
AND CLEANOUT RISER AND LID. SEE UTILITY DETAILS.
7507.70±
R5 7509.27 SAMEINSTALL 4"X4" HORIZONTAL WYE WITH (1) 45° HORIZONTAL BEND,
(2) 45° VERTICAL BENDS, AND CLEANOUT RISER AND LID. SEE
UTILITY DETAILS.
7510.98±
R6 7508.65 SAMEINSTALL 4"X4" HORIZONTAL WYE WITH (1) 45° HORIZONTAL BEND,
(2) 45° VERTICAL BENDS, AND CLEANOUT RISER AND LID. SEE
UTILITY DETAILS.
7510.86±
R7 7507.75 SAMEINSTALL 4"X4" HORIZONTAL WYE WITH (2) 45° VERTICAL BENDS,
AND CLEANOUT RISER AND LID. SEE UTILITY DETAILS.
7509.59±
R8 7508.87 SAME 7510.32±
R9 7508.15 SAME 7510.30±
INSTALL 4"X4" HORIZONTAL WYE WITH (1) 45° HORIZONTAL BEND,
(2) 45° VERTICAL BENDS, AND CLEANOUT RISER AND LID. SEE
UTILITY DETAILS.
INSTALL 4"X4" HORIZONTAL WYE WITH (1) 45° HORIZONTAL BEND,
(2) 45° VERTICAL BENDS, AND CLEANOUT RISER AND LID. SEE
UTILITY DETAILS.
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:
PROJECT MANAGER:
DATE:
DRAWING FILE:
PROJECT NO.:
-
-
SCALE:
NO.:
DESCRIPTION:
NO.:
DESCRIPTION: 1ST GRADING PERMIT SUBMITTAL
NO.:
DESCRIPTION:
ISSUES & REVISIONS
DATE:
DATE:BY:
BY:
DATE: 6/20/2017 BY: JGS
DESCRIPTION:
DATE:NO.:BY:
DESCRIPTION:
DATE:NO.:BY:
2009 W. Littleton Blvd. #300
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
Sterling Design Associates, llc
303.794.4727 ph
www.SterlingDesignAssociates.com
DESCRIPTION:
DATE:NO.:BY:
PROJECT:
1
2
Littleton, CO 80120
RR
3
4
5
6
STARBUCKS COFFEE COMPANY
2401 UTAH AVENUE SOUTH
SEATTLE, WA 98134
CLIENT:
2 -
-
-
E WONERVIEW AVE &
BIG THOMPSON AVE
STARBUCKS COFFEE COMPANY
12046-052
STERLING DESIGN ASSOCIATES, LLC
-
-
-
-
-
-
-
-
-
-
-
-
TEL: (206) 318-1575
STARBUCKS AT STANLEY VILLAGE - GRADING PERMIT PLANS
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH
PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
ESTES PARK, CO 80517
JGS
JGS
-6/20/2017
UTILITY DETAILS
JGS
JGS
-
C403
PREPARED UNDER THE DIRECT SUPERVISION OF
JOSEPH SCHIEL, PE
COLORADO REGISTRATION 48332
FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC
SERVICE LINE AND STOP BOX DETAIL
NOT TO SCALE B GENERAL METER NOTES
NOT TO SCALE C
1.REFER TO SHEET C100, C101, C301, AND C304 FOR ADDITIONAL PROJECT GENERAL NOTES.
2.WHEN IT IS NECESSARY TO LOWER OR RAISE WATER LINES AT STORM DRAINS AND OTHER UTILITY
CROSSINGS, A MINIMUM CLEARANCE IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S
STANDARDS AND SPECIFICATIONS SHALL BE MAINTAINED BETWEEN OUTSIDE OF PIPES.
3.COMPACTION OF ALL TRENCHES MUST BE ATTAINED IN ACCORDANCE WITH THE GOVERNING
AUTHORITIES STANDARDS AND THE RECOMMENDATIONS OF THE GEOTECHNICAL INVESTIGATION.
THE CONTRACTOR SHALL SUBMIT COMPACTION TEST RESULTS TO THE GOVERNING AUTHORITY IN
ACCORDANCE WITH THE GOVERNING AUTHORITY'S CRITERIA.
4.ALL WATER LINES SHALL HAVE A MINIMUM COVER IN ACCORDANCE WITH THE GOVERNING
AUTHORITY'S STANDARDS AND SPECIFICATIONS.
5.THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF UTILITY ENTRANCES.
6.WATERLINES SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH THE GOVERNING
AUTHORITY'S STANDARDS AND SPECIFICATIONS.
7.SANITARY SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S
STANDARDS AND SPECIFICATIONS.
8.ALL WATER, STORM SEWER, AND SANITARY SEWER MAIN AND SERVICE LINES SHALL BE BEDDED IN
ACCORDANCE WITH THER GOVERNING AUTHORITY'S STANDARDS AND SPECIFICATIONS.
9.LENGTHS OF PIPE SHOWN ARE THE HORIZONTAL DISTANCE FROM CENTERLINE TO CENTERLINE OF
FITTING, BEND, MANHOLE AND/OR INLET. THEREFORE, LENGTHS SHOWN ARE APPROXIMATE.
10.CONTRACTOR SHALL INSTALL CORROSION PROTECTION ON FERROUS METAL WATER LINES AND
FITTINGS INSTALLED IN CORROSIVE SOILS IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE
GEOTECHNICAL INVESTIGATION AND IN ACCORDANCE WITH GOVERNING AUTHORITY'S STANDARDS
AND SPECIFICATIONS.
11.ALL CONCRETE STRUCTURES AND CONCRETE UTILITIES SHALL BE IN ACCORDANCE WITH THE
MATERIAL RECOMMENDATIONS FROM THE GEOTECHNICAL INVESTIGATION PREPARED SPECIFICALLY
FOR THIS SITE.
12.THE CONTRACTOR IS RESPONSIBLE TO COORDINATE AND PROVIDE SLEEVING OR OTHER
IMPROVEMENTS AS NECESSARY FOR UTILITY PENETRATIONS THROUGH THE FOUNDATION WALLS AND
SLAB IN ACCORDANCE WITH THE STRUCTURAL PLANS, MEP PLANS; AND APPLICABLE BUILDING AND
PLUMBING/UTILITY CODE(S).
13.THE CONTRACTOR SHALL COORDINATE THE EXACT ALIGNMENT, CONNECTION POINT, AND BUILDING
ENTRY LOCATION FOR TELEPHONE, DATA, ELECTRIC, CABLE, GAS, AND OTHER DRY UTILITY SERVICES
WITH THE UTILITY PROVIDER AND MEP PLANS PRIOR TO CONSTRUCTION, AND INSTALL NECESSARY
APPURTENANCES.
GENERAL UTILITY NOTES
SERVICE LINE CLEANOUT
NOT TO SCALE D
SLIP TOP COVER
(PEDESTRIAN AREA)
750 GALLON GREASE INTERCEPTOR
NOT TO SCALE A
NON-THREADED
CLEANOUT
PLUG
2% MIN. SLOPE
ON ALL PIPE
INSTALLATIONS
NOTE: CONTRACTOR TO CONFIRM METER SIZE AND LOCATION WITH MEP PLANS PRIOR TO
CONSTRUCTION. ALTHOUGH THIS DETIAL REFERENCES A 3/4" OR 1" METER, IT IS ANTICIPATED A 1-1/2"
METER WILL BE REQUIRED.
BIG THOMPSON AVE
PR
I
V
A
T
E
D
R
I
V
E
SS
ET
T
GE
E
2,497 SF
BUILDING
4-SJ
1-BJ
2-MJ
1-KL
3-KF
7-YY
3-QA
6-YY
6-SC
6-SA
2-SN
3-YY
1-GS
3-KF
1-SN
4-AC
3-BF
1-MJ
1-EO
1-MJ
1-KL
4-KF
1-BJ
3-BG
6-HP
1-EO
1-BJ
2-AC
7-BF
6-KF
2-SN
1-GS
3-HP
3-YY
5-JP
1-MJ
3-BF
1-GS
1-MJ
1-AC
5-BF
3-KF
3-SN
2-GS
1-HP
3-BG
4-HP
3-BJ
21-KF
1-LC
1-RH
5-JP
1-LC
6-AC
1-SC
9-RS 1-SC
5-QA16-PW
TURF SOD,
TYP.
EXISTING
TURF SOD
TO REMAIN,
TYP.
(3) EXISTING
TREES TO
REMAIN
1-MJ
1-BS
1-BO
7-SC
2-BP
1-BO
1-KL
3-KF
1-CC
1-BJ
1-KL
1-MJ
1-EO
(3) EXISTING
TREES TO
REMAIN
STEEL
EDGING,
TYP.
STEEL
EDGING,
TYP.
STEEL
EDGING,
TYP.
EXISTING TURF SOD
TO REMAIN, TYP.
EXISTING
TURF SOD TO
REMAIN, TYP.
EXISTING
TURF SOD
TO REMAIN,
TYP.
1-MJ
2-GS
LI
M
I
T
S
O
F
L
A
N
D
S
C
A
P
E
C
O
N
S
T
R
U
C
T
I
O
N
LI
M
I
T
S
O
F
L
A
N
D
S
C
A
P
E
C
O
N
S
T
R
U
C
T
I
O
N
LIMITS OF
LANDSCAPE
CONSTRUCTION
LIMITS OF
LANDSCAPE
CONSTRUCTION
LIMITS OF
LANDSCAPE
CONSTRUCTION,
TYP.
PROPOSED
WALL, SEE
SITE PLAN
EX. WALL
TO REMAIN
EX. WALL
TO REMAIN
EX. WALL
TO REMAIN
7510
7515
7506
7507
7508
7509
7511
7512
7513
7514
7516
7517
7518
750
7
7508
7509
7510
75
0
5
750
6
7507
75
0
8
7509
7
5
0
5
750
3
7504
7
5
1
0
7
5
1
1
7508
7509
7510
7509
7508
7507
7508
7509
7510
7509
7511
751
2
8"
8"
10"
9-AC
6-SN
3-KF
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:
PROJECT MANAGER:
DATE:
DRAWING FILE:
PROJECT NO.:
-
-
SCALE:
NO.:
DESCRIPTION:
NO.:
DESCRIPTION: 1ST GRADING PERMIT SUBMITTAL
NO.:
DESCRIPTION:
ISSUES & REVISIONS
DATE:
DATE:BY:
BY:
DATE: 6/20/2017 BY: JGS
DESCRIPTION:
DATE:NO.:BY:
DESCRIPTION:
DATE:NO.:BY:
2009 W. Littleton Blvd. #300
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
Sterling Design Associates, llc
303.794.4727 ph
www.SterlingDesignAssociates.com
DESCRIPTION:
DATE:NO.:BY:
PROJECT:
1
2
Littleton, CO 80120
RR
3
4
5
6
STARBUCKS COFFEE COMPANY
2401 UTAH AVENUE SOUTH
SEATTLE, WA 98134
CLIENT:
2 -
-
-
E WONERVIEW AVE &
BIG THOMPSON AVE
STARBUCKS COFFEE COMPANY
12046-052
STERLING DESIGN ASSOCIATES, LLC
-
-
-
-
-
-
-
-
-
-
-
-
TEL: (206) 318-1575
STARBUCKS AT STANLEY VILLAGE - GRADING PERMIT PLANS
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH
PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
ESTES PARK, CO 80517
JGS
JGS
-6/20/2017
LANDSCAPE PLAN
JLW
JLW
1" = 20'
L101
PREPARED UNDER THE DIRECT SUPERVISION OF
JOSEPH L. WILSON, PLA, CID
COLORADO REGISTRATION LA-304
FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC
SCALE: 1"= 20'NORTH
100 20 40
EXISTING TREE PROTECTION
NOT TO SCALE 1
SEE TREE PROTECTION NOTES
PROVIDE SNOW FENCING OR EQUAL
AT DRIPLINE (MINIMUM). SECURE
WITH STEEL STAKES.
EXISTING TREE TO REMAIN
VARIES
DRIPLINE TO DRIPLINE
ROOT ZONE PROTECTION
HT. VARIES
3' MIN.
549 SF CANADIAN BLUE FESCUE GRASS GRASS SOD SEE LANDSCAPE NOTES
EXISTING TURF TO REMAIN
PAWNEE BUTTES SAND CHERRY
Prunus besseyi 'Pawnee Buttes'
#5 CONTAINER SPACING PER PLAN
#1 CONTAINER
FULL FORM
FULL FORM
SPACING PER PLAN
PERIWINKLE
Vinca minor
BLUE FESCUE
Festuca glauca 'Elijah Blue'
ROCKY MOUNTAIN SUMAC
Rhus glabra 'Cismontana'
SPACING PER PLAN#5 CONTAINER
ALPINE CURRENT
Ribes alpinum
#5 CONTAINER SPACING PER PLAN
PLANT LIST
COMMON/BOTANICAL NAME HT. X SPD.REMARKS
50' X 30'LANCE LEAF COTTONWOOD
Populus x acuminata
MISS KIM LILAC
Syringia patula 'Miss Kim'
SPACING PER PLAN#5 CONTAINER
PERENNIALS / GROUND COVER
JACKMAN POTENTILLA
P. fruticosa 'Jackmanii'
#5 CONTAINER SPACING PER PLAN
HUSKER RED PENSTEMON
Penstemon digitalis 'Husker Red'
#1 CONTAINER
FULL FORM
SPACING PER PLAN
MAY NIGHT SALVIA
Salvia sylvestris x 'Mainacht'
#1 CONTAINER
FULL FORM
SPACING PER PLAN
ORNAMENTAL GRASSES
FULL FORM
SPACING PER PLANBLUE AVENA GRASS
Helictotrichon sempevirens
BOULDERS / MULCH
SUGGESTED SOURCE:-CRYSTAL LANDSCAPE SUPPLIES-(970) 669-3565
COLOR/MATERIAL: -ROCK TO MATCH EXISTING
AREA:-4,847 SF
TYPE: -1"-4" DIA. ROCK MULCH TO MATCH EXISTING
WITH DOUBLE SHREDDED BARK MULCH RINGS,
SEE LANDSCAPE NOTES.
NOTE: BOULDER SIZE CAN VARY BY 6" IN ANY DIRECTION
BURY 1/4 OF BOULDER INTO FINISH GRADE
Crataegus ambigua
RUSSIAN HAWTHORN 15' X 15'
SIZE TYPE
LARGE TREE
SMALL TREE
SIZE
4" CAL.
2" CAL.
HYDROZONE
B&B
SUMMER WINE NINEBARK
Physocarpus opulifolius 'Seward'
SPACING PER PLAN#5 CONTAINER
2'-6" X 3'-6"
QTY: 7
2' X 3'
QTY: 5
1'-6" X 2'
QTY: 5
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
18" X 6'
9" X 3'
6' X 6'
4' X 4'
4' X 4'
4' X 3'
2.5' X 2'
1.5' X 1.5'
4' X 4'
LOW
LOW
LOW / MEDIUM
LOW / MEDIUM
LOW
LOW / MEDIUM
LOW
LOW
LOW / MEDIUM
FULL CROWN,
STAKED, SPECIMEN
QUALITY
FULL FORM
FULL FORM
FULL FORM
FULL FORM
FULL FORM
FULL FORM
#1 CONTAINER
#1 CONTAINER
ORN. GRASS 1' X 1'
2.5' X 2.5'
LOW
LOWORN. GRASS
GROUND
COVER
PERENNIALS
PERENNIALS
SPACING PER PLAN
9
15
16
18
DECIDUOUS TREES
DECIDUOUS SHRUBS
22
SYMBOLQTY
4
10
14
6
6
2
3
11
ABBR
RS
SC
PW
BF
AC
KL
JP
HP
SA
BG
LC
RH
SN
FULL CROWN,
STAKED, SPECIMEN
QUALITY
MULCH:
IRRIGATION DESIGN/BUILD NOTES
1.LANDSCAPE CONTRACTOR SHALL DETERMINE CONDITION AND OPERATION OF THE EXISTING AUTOMATIC SYSTEM. PROVIDE LIST AND/OR
PLAN OF SUGGESTED IMPROVEMENTS TO STARBUCKS CONSTRUCTION MANAGER FOR APPROVAL.
2.CONTRACTOR SHALL COORDINATE WITH THE MALL OWNER AND MAINTENANCE GROUP THE LOCATIONS OF THE EXISTING IRRIGATION
MAINLINES, LATERAL LINES, WIRING, AND HEADS IN THE FIELD. ALL PROPOSED IRRIGATION WITHIN CONSTRUCTION LIMITS SHALL BE PUT
ONTO THE OVERALL MALL'S IRRIGATION SYSTEM. IMMEDIATELY REPAIR AND/OR REPLACE ANY EXISTING IRRIGATION DAMAGED DURING
CONSTRUCTION. ADJUST EXISTING IRRIGATION AS NECESSARY TO MAINTAIN PROPER COVERAGE OF IRRIGATION TO REMAIN.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING MALL IRRIGATION IN PROPER FUNCTIONING ORDER DURING
CONSTRUCTION. ONCE CONSTRUCTION IS COMPLETE, THE CONTRACTOR SHALL ENSURE MALL SYSTEM IS WORKING TO THE
SATISFACTION OF THE MALL OWNER/MAINTENANCE GROUP.
4.CONTRACTOR SHALL RUN ENTIRE SYSTEM FOR OWNER OPERATIONS REPRESENTATIVE FOR FINAL APPROVAL AND ACCEPTANCE.
5.ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF ACCEPTANCE.
6.ALL UPGRADES AND/OR MODIFICATIONS SHALL MEET CURRENT IRRIGATION INDUSTRY STANDARDS FOR ESTES VALLEY, CO.
Quercus macrocarpa
BUR OAK 70' X 50'LARGE TREE4" CAL.
B&B
FULL CROWN,
STAKED, SPECIMEN
QUALITY
2 BO
Quercus robur
ENGLISH OAKS 70' X 15'LARGE TREE4" CAL.
B&B
FULL CROWN,
STAKED, SPECIMEN
QUALITY
3 EO
LOW /
MEDIUM
LOW
LOW /
MEDIUM
LOW
B&B
Prunus virginiana 'P002S'
SUCKER PUNCH CHOKECHERRY 25' X 20'MEDIUM TREE2" CAL.
B&B
FULL CROWN,
STAKED, SPECIMEN
QUALITY
1 CC LOW /
MEDIUM
Populus tremuloides
QUAKING ASPEN 35' X 15'SMALL TREE10' CLUMP
B&B
FULL CROWN,
STAKED, SPECIMEN
QUALITY
8 QA MEDIUM
EVERGREEN TREES
Picea pungens var. glauca
COLORADO BLUE SPRUCE 60' X 30'LARGE TREE6' HT.
B&B
FULL CROWN,
STAKED, SPECIMEN
QUALITY
1 BS LOW /
MEDIUM
Pinus aristata
BRISTLECONE PINE 40' X 20'MEDIUM TREE8' HT.
B&B
FULL CROWN,
STAKED, SPECIMEN
QUALITY
2 BP LOW
BUFFALO JUNIPER
Juniperus sabina "Buffalo"
#5 CONTAINER SPACING PER PLAN
BROADMORE JUNIPER
Juniperus sabina "Broadmore"
SPACING PER PLAN#5 CONTAINER
SEA GREEN JUNIPER
Juniperus chinensis "Sea Green"
#5 CONTAINER SPACING PER PLAN
DWARF GLOBE SPRUCE
Picea pungens 'Globosa'
SPACING PER PLAN#5 CONTAINER
SHRUB
SHRUB
SHRUB
SHRUB
2' X 2'
5' X 5'
8' X 6'
3' X 5'
LOW
LOW
LOW
LOW/MEDIUM
FULL FORM
FULL FORM
FULL FORM
FULL FORM
EVERGREEN SHRUBS
5
9
4
7
BJ
MJ
SJ
GS
FULL FORM
SPACING PER PLANKARL FOERSTER FEATHER REED GRASS
Calamagrostis acutiflora 'Karl Foerster'
#1 CONTAINER 4' X 2'LOW/MEDIUMORN. GRASS46KF
MOONSHINE YARROW
Achillea 'Moonshine'
#1 CONTAINER
FULL FORM
SPACING PER PLAN2' X 2'LOWPERENNIALS19YY
TURF SOD
CAUTION: UTILITIES EXIST WITHIN
CONSTRUCTION LIMITS.
CONTRACTOR IS RESPONSIBLE FOR
IDENTIFYING THEIR LOCATION
PRIOR TO CONSTRUCTION.
NOTE TO CONTRACTOR
ALL EXISTING TREES NOT INDICATED "TO
BE REMOVED" ARE TO REMAIN
UNDISTURBED AND PROTECTED PER
LANDSCAPE AND TREE PROTECTION
NOTES UNLESS OTHERWISE SPECIFIED.
(18"-24" SPD.)
(18"-24" SPD.)
(ESTABLISHED)
(ESTABLISHED)
(ESTABLISHED)
(18"-24" HT.)
(12"-18" HT.)
(18"-24" HT.)
(18"-24" HT.)
(18"-24" HT.)
(18"-24" HT.)
(18"-24" SPD.)
(20"-30" HT.)
1.USE JURISDICTIONAL TREE PROTECTION NOTES (IF AVAILABLE). TREE PROTECTION NOTES BELOW SHALL BE USED FOR FURTHER
INTEGRATION.
2. TREE PRESERVATION MEASURES MUST BE IN PLACE BEFORE CONSTRUCTION, DEMOLITION AND/OR GRADING ACTIVITIES COMMENCE. THE
JURISDICTION MAY STOP CONSTRUCTION IF TREE PRESERVATION MEASURES ARE NOT IN PLACE AND MAINTAINED THROUGHOUT THE
CONSTRUCTION PERIOD.
3. TREES CALLED OUT FOR PRESERVATION SHALL BE FENCED AT THE DRIPLINE. FENCING MAY OCCUR AT THE COMBINED DRIPLINES OF
GROVES OF TREES. PLACE 3 INCH BARK MULCH BENEATH DRIPLINES OF TREES TO BE PRESERVED.
4.FENCING SHALL BE 3 FEET TALL SNOW FENCING WITH STEEL POSTS EMBEDDED IN THE GROUND.
5.NO GRADING SHALL OCCUR WITHIN THE DRIPLINES/FENCED AREA OF EXISTING TREES.
6.NO CONSTRUCTION MATERIALS OR CONSTRUCTION VEHICLES MAY BE STORED WITHIN THE DRIPLINES/FENCED AREA OF EXISTING TREES.
7. CONSTRUCTION VEHICLES OR MACHINERY MAY NOT PASS BETWEEN TWO OR MORE EXISTING TREES IDENTIFIED FOR PRESERVATION IF
THEIR CANOPIES ARE WITHIN 10 FEET OF TOUCHING. ADDITIONAL FENCING MAY BE REQUIRED.
8. THE CONTRACTOR IS REQUIRED TO HAVE AN ARBORIST CERTIFIED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) ON SITE IF
SITE CONSTRUCTION EFFORTS REQUIRE REMOVAL OF EXISTING ROOTS OR BRANCH PRUNING.
9. UNAUTHORIZED TREE REMOVAL OR DAMAGE IS SUBJECT TO REPLACEMENT EQUAL TO THE APPRAISED VALUE OF THE TREE LOST.
CONTRACTOR IS RESPONSIBLE FOR DOCUMENTATION OF ALL EXISTING TREES TO REMAIN, PRIOR TO CONSTRUCTION.
10. THE CONTRACTOR IS REQUIRED TO WATER, FERTILIZE AND ATTEND TO OTHER MAINTENANCE NEEDS OF EXISTING TREES TO MAINTAIN
HEALTHY GROWTH THROUGHOUT THE CONSTRUCTION PERIOD. AN EARTH BERM MEASURING MINIMUM 6 FEET IN DIAMETER, AND 6 INCHES
IN HEIGHT SHALL BE CONSTRUCTED AT THE BASE OF EACH TREE TO FUNCTION AS A TEMPORARY WATERING BASIN DURING THE
CONSTRUCTION PERIOD. TREES SHALL BE WATERED ACCORDING TO WEATHER AND TREE SPECIES REQUIREMENTS.
TREE PROTECTION NOTES
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY
COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS
NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL
UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT
FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN
ON THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND
UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE.
CAUTION - NOTICE TO CONTRACTOR
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:
PROJECT MANAGER:
DATE:
DRAWING FILE:
PROJECT NO.:
-
-
SCALE:
NO.:
DESCRIPTION:
NO.:
DESCRIPTION: 1ST GRADING PERMIT SUBMITTAL
NO.:
DESCRIPTION:
ISSUES & REVISIONS
DATE:
DATE:BY:
BY:
DATE: 6/20/2017 BY: JGS
DESCRIPTION:
DATE:NO.:BY:
DESCRIPTION:
DATE:NO.:BY:
2009 W. Littleton Blvd. #300
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
Sterling Design Associates, llc
303.794.4727 ph
www.SterlingDesignAssociates.com
DESCRIPTION:
DATE:NO.:BY:
PROJECT:
1
2
Littleton, CO 80120
RR
3
4
5
6
STARBUCKS COFFEE COMPANY
2401 UTAH AVENUE SOUTH
SEATTLE, WA 98134
CLIENT:
2 -
-
-
E WONERVIEW AVE &
BIG THOMPSON AVE
STARBUCKS COFFEE COMPANY
12046-052
STERLING DESIGN ASSOCIATES, LLC
-
-
-
-
-
-
-
-
-
-
-
-
TEL: (206) 318-1575
STARBUCKS AT STANLEY VILLAGE - GRADING PERMIT PLANS
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH
PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
ESTES PARK, CO 80517
JGS
JGS
-6/20/2017
LANDSCAPE NOTES AND
JLW
JLW
1" = 20'
L102
PREPARED UNDER THE DIRECT SUPERVISION OF
JOSEPH L. WILSON, PLA, CID
COLORADO REGISTRATION LA-304
FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC
NOT TO SCALE
SHADE TREE PLANTING 1
REMOVE STAKING AFTER ONE YEAR.
ANY BROKEN OR CRUMBLING ROOTBALL WILL BE
REJECTED. REMOVING THE WIRE WILL NOT BE AN
EXCUSE FOR DAMAGED ROOTBALLS.
UNDISTURBED SUBGRADE
STAKE TO EXTEND MIN. 24" INTO UNDISTURBED
SOIL.
SPECIFIED BACKFILL MIXTURE
SLOPE SIDES OF PIT AS SHOWN. ROUGHEN SIDES
PRIOR TO BACKFILLING.
REMOVE ALL TWINE AND WIRE BASKET ENTIRELY.
PULL BURLAP BACK 2/3 MINIMUM
FINISH GRADE
FORM SAUCER AROUND EDGE OF TREE PIT
48" CIRCLE OF SHREDDED BARK MULCH (4" DEEP)
AROUND BASE OF TREES IN GRASS AREAS.
SET ROOT COLLAR 3" HIGHER THAN GRADE AT WHICH
TREE GREW. DO NOT PLACE MULCH WITHIN 3" OF TRUNK.
WRAP ENTIRE SURFACE OF TRUNK TO SECOND
BRANCH WITH SPECIFIED TREE WRAP MATERIAL
SECURED AT TOP AND BOTTOM & AT 2-FT.
INTERVALS. RE: SPECS FOR TIMING.
PRESSURE-TREATED WOOD STAKE, 2" DIA. 2-3 STAKES
PER TREE, SEE PLANING NOTES.(4' EXPOSED)
14 GAUGE GALVANIZED WIRE, DOUBLE
STRAND TWISTED.
1/2" DIAM. WHITE PVC PIPE SECTION ON
ENTIRE LENGTH OF EACH WIRE.
12" NYLON TREE STRAP ON GUY WIRE AND
AROUND TREE TRUNK.
DO NOT CUT SINGLE LEADER. PRUNE DAMAGED
OR DEAD WOOD AND CO-DOMINANT LEADERS
AT LANDSCAPE ARCHITECT'S DIRECTION ONLY.
2 x ROOTBALL DIA.
APPLY 4" OF BARK MULCH TO THE OUTSIDE EDGE OF
SAUCER UPON PLANTING APPLY 18-24" RING OF BARK
MULCH 4" DEEP UPON COMPLETION OF SEEDING OR
SODDING
SPECIFIED BACKFILL MIXTURE HOLE SHOULD
HAVE ROUGHENED SIDES AND FERTILIZER
APPLICATION REMOVE GUYING AFTER ONE YEAR.
EVERGREEN TREE PLANTING
NOT TO SCALE 3
2 x ROOTBALL DIA.
UNDISTURBED SUBGRADE
REMOVE WIRE COMPLETELY FROM ROOTBALL
REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL
PRESSURE-TREATED WOOD DEADMEN, 2-3 STAKES PER
TREE, SEE PLANING NOTES. BURY OUTSIDE OF PLANTING
PIT AND 18" MIN. INTO UNDISTURBED SOIL.
FINISHED GRADE
SET ROOTBALL 3" HIGHER THAN GRADE AT WHICH TREE
GREW. DO NOT PLACE MULCH WITHIN 3" OF TRUNK.
1/2" DIA. X 36" LONG WHITE PVC PIPE
ON EACH GUY WIRE
#12 GALVANIZED WIRE TWISTED DOUBLE
STRAND. MIN. 3 GUY WIRES PER TREE.
RUBBER HOSE (1/2" DIA.) OR 12" NYLON TREE
STRAP ON GUY WIRE TO PROTECT TREE
DO NOT CUT OR DAMAGE LEADER
CLUMP TREE PLANTING
NOT TO SCALE 2
CLUMP TREES SHALL HAVE SPECIFIED NUMBER
OF TRUNKS. SHRUB FORMS WILL BE REJECTED.
DO NOT CUT LEADER. PRUNE DAMAGED OR DEAD
WOOD IMMEDIATELY PRIOR TO PLANTING.
WATER RING - INSTALL AT END OF PLANTING,
REMOVE PRIOR TO SODDING OR IRRIGATED
SEEDING.
PLANT ROOTBALL 2" HIGHER THAN WHICH IT GREW
(IN IRRIGATED AREAS) IN NON-IRRIGATED AREAS
PLANT TREE AT GRADE WHICH IT GREW.
APPLY 4" OF BARK MULCH TO THE OUTSIDE EDGE
OF SAUCER UPON PLANTING APPLY 18-24" RING
OF BARK MULCH 4" DEEP UPON COMPLETION OF
SEEDING OR SODDING
FINISHED GRADE
CUT AND REMOVE BURLAP FROM TOP AND SIDES
OF ROOTBALL. REMOVE ALL WIRES AND NYLON
TIES. IF TREE IS IN FIBER POT, REMOVE PRIOR TO
PLANTING.
ANY BROKEN OR CRUMBLING ROOTBALL WILL BE
REJECTED. REMOVING THE WIRE WILL NOT BE AN
EXCUSE FOR DAMAGED ROOTBALLS.
SPECIFIED BACKFILL MIXTURE AND FERTILIZER
APPLICATION.
HOLE SHOULD HAVE ROUGHENED SIDES
2 x ROOTBALL DIA.
NOT TO SCALE
SHRUB/PERENNIAL PLANTING 4
3'-0" MIN.
CONCRETE CURB OR SIDEWALK
PRUNE ALL DAMAGED OR DEAD WOOD
IMMEDIATELY PRIOR TO PLANTING
SET SHRUB 1" HIGHER THAN THE GRADE
AT WHICH IT GREW
DIG PLANT PIT TWICE AS WIDE OR MORE
AS THE CONTAINER
APPLY SPECIFIED MULCH 4" DEEP
SEE MULCH NOTES.
FINISHED GRADE
ALL JUNIPER PLANTS SHOULD BE PLANTED
SO TOP OF ROOT MASS OCCURS AT FINISH
GRADE OF MULCH LAYER
LOOSEN SIDES OF PLANT PIT AND ROOTBALL
REMOVE CONTAINER
BACKFILL: ONE THIRD ORGANIC MATTER
TWO THIRDS SITE SOIL THOROUGHLY MIXED
ANY BROKEN OR CRUMBLING ROOTBALL
WILL BE REJECTED. REMOVING THE
CONTAINER WILL NOT BE AN EXCUSE FOR
DAMAGED ROOTBALL
DOUBLE SHREDDED CEDAR BARK MULCH,
4" DEEP, INSTALLED TO THE CONTAINER
WIDTH OF ALL SHRUBS.
(THE "ESTES VALLEY LANDSCAPE CODES AND STANDARDS" SHALL TAKE PRECEDENCE OVER THE "STANDARD LANDSCAPE NOTES" BELOW)
A.COORDINATION
1.THIS LANDSCAPE ARCHITECTURAL SITE PLAN IS TO BE USED IN
CONJUNCTION WITH THE CIVIL, ARCHITECTURAL, MECHANICAL,
ELECTRICAL, STRUCTURAL, AND IRRIGATION PLANS, STANDARDS AND
SPECIFICATIONS, TO FORM COMPLETE INFORMATION REGARDING THIS
SITE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL
NECESSARY AND UP-TO-DATE ISSUE PLAN SETS.
2.ALL LANDSCAPE AND IRRIGATION WORK SHALL BE COMPLETED PRIOR
TO THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY.
3.MINOR ADJUSTMENTS TO THE LANDSCAPE MATERIAL AND LOCATIONS
MAY BE PROPOSED FOR THE GOVERNING JURISDICTION
CONSIDERATION AT THE CONSTRUCTION DOCUMENT STAGE TO
RESPOND TO MARKET AND FIELD CONDITIONS. HOWEVER, THERE
SHALL BE NO REDUCTION IN THE NUMBER AND SIZE OF MATERIALS.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN TAKEOFFS
AND QUANTITY CALCULATIONS.
5.IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE
LANDSCAPE LEGEND, THE PLAN SHALL TAKE PRECEDENCE AND NOTIFY
THE LANDSCAPE ARCHITECT OF THESE DISCREPANCIES.
B.COMPLIANCE
1.ALL WORK SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL
CODES, INCLUDING ANY STANDARDS AND SPECIFICATIONS.
2.ALL LANDSCAPE CONSTRUCTION PRACTICES, WORKMANSHIP, AND
ETHICS SHALL, BE IN ACCORDANCE WITH INDUSTRY STANDARDS SET
FORTH IN THE CONTRACTORS HANDBOOK PUBLISHED BY THE STATE'S
LANDSCAPE CONTRACTORS ASSOCIATION.
C.GUARANTEE
1.ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE
YEAR FROM THE DATE OF THE OWNER'S ACCEPTANCE. THE
CONTRACTOR SHALL REPLACE, AT HIS OWN EXPENSE, ANY PLANTS
WHICH DIE OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM
WHICH OPERATE IMPROPERLY IN THAT TIME.
D.COMPLETION AND MAINTENANCE
1.FINAL ACCEPTANCE: WITHIN TEN DAYS OF CONTRACTOR'S NOTICE THAT
THE ENTIRE PROJECT IS COMPLETE, THE L.A. SHALL REVIEW
INSTALLATION. IF FINAL ACCEPTANCE IS NOT GIVEN, THE L.A. SHALL
PREPARE A PUNCH LIST OF PENDING ITEMS. THE PUNCH LIST ITEMS
SHALL BE COMPLETED BY THE CONTRACTOR WITHIN TEN CALENDAR
DAYS FROM DATE ISSUED. SUBSEQUENT REVIEW AND APPROVAL
SHALL SIGNIFY ACCEPTANCE.
2.LANDSCAPE MAINTENANCE: ALL LANDSCAPING SHALL BE MAINTAINED
FROM INSTALLATION TO FINAL ACCEPTANCE. MAINTENANCE SHALL
INCLUDE WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING,
ROLLING, RE-GRADING, REPLANTING, DISEASE AND INSECT
PROTECTION. IF SITE IS TO OPEN DURING WINTER, IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE
OWNER AND LANDSCAPE ARCHITECT ON TIMING FOR THE INSTALLATION
OF PLANT MATERIAL.THE PROPERTY OWNER OF RECORD, THE OWNER'S
AGENT OR TENANT SHALL KEEP ALL LANDSCAPING IN A WELL
MAINTAINED AND HEALTHY GROWING CONDITION.
3.GRADING MAINTENANCE: DURING THE LANDSCAPE MAINTENANCE
PERIOD, THE LANDSCAPE CONTRACTOR SHALL MAINTAIN POSITIVE
DRAINAGE AWAY FROM STRUCTURES IN ALL LANDSCAPE AREAS AT THE
MINIMUM SLOPE SPECIFIED IN THE GEOTECHNICAL REPORT.
LANDSCAPE AREAS WHICH SETTLE AND CREATE THE POTENTIAL FOR
PONDING SHALL BE REPAIRED TO ELIMINATE PONDING POTENTIAL AND
BLEND IN WITH THE SURROUNDING GRADES. SHOULD ANY CONFLICTS
AND/OR DISCREPANCIES ARISE BETWEEN THE GEOTECHNICAL REPORT,
THESE NOTES, THE GRADING PLANS, AND ACTUAL CONDITIONS, THE
CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE
ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT.
4.IRRIGATION MAINTENANCE: DURING THE LANDSCAPE MAINTENANCE
PERIOD, ALL IRRIGATION SHALL BE MAINTAINED IN PROPER WORKING
ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON AND TO
MAXIMIZE WATER CONSERVATION. WINTER WATERING SHALL BE AT
THE EXPENSE OF THE CONTRACTOR UNTIL SUCH TIME AS FINAL
ACCEPTANCE IS RECEIVED.
E.SITE CONDITIONS
1.LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS
UNDER WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE
GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS.
DO NOT PROCEED UNTIL CONDITIONS ARE CORRECTED.
2.CONTRACTOR SHALL MAKE HIMSELF AWARE OF THE LOCATIONS OF
EXISTING AND PROPOSED UTILITIES, AND SHALL BE RESPONSIBLE FOR
ANY DAMAGE TO THE UTILITIES AND/OR ANY INJURY TO ANY PERSON.
UNDER NO CIRCUMSTANCES SHOULD THIS PLAN BE USED FOR
CONSTRUCTION PURPOSES WITHOUT EXAMINING ACTUAL LOCATIONS
OF UTILITIES ON SITE AND REVIEW ALL RELATED PLANS AND
DOCUMENTS.
3.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISHED
GRADES AND POSITIVE DRAINAGE IN LANDSCAPE AREAS.
4.ALL CONSTRUCTION DEBRIS AND MATERIAL SHALL BE REMOVED PRIOR
TO INSTALLATION OF TOPSOIL, TREES, SHRUBS, AND TURF.
5.ALL UTILITY EASEMENTS SHALL REMAIN UNOBSTRUCTED AND FULLY
ACCESSIBLE ALONG THEIR ENTIRE LENGTH FOR MAINTENANCE
EQUIPMENT.
6.THE CONTRACTOR SHALL TAKE EXTREME CARE NOT TO DAMAGE ANY
EXISTING PLANTS TO REMAIN. THE CONTRACTOR SHALL REPLACE ANY
SUCH PLANTS DAMAGED DURING CONSTRUCTION/MAINTENANCE
PERIODS WITH THE SAME SPECIES, SIZE, AND QUANTITY AT THE
CONTRACTOR'S OWN EXPENSE, AND AS ACCEPTABLE TO THE OWNER.
REFER TO THE TREE PROTECTION NOTES ON THE PLANS (AS
APPLICABLE).
F.DAMAGE AND CLEANING
1.CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED DUE TO
THIS WORK AT NO ADDITIONAL COST TO THE OWNER.
2.CONTRACTOR SHALL CLEAN ALL AREAS DUE TO THIS WORK AND
PROPERLY REMOVE ALL UNUSED MATERIALS FROM SITE.
G.RIGHT OF REJECTION
1.OWNER/LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY
MATERIALS AT ANY TIME. CONTRACTOR SHALL PROVIDE SAMPLES,
SPECS., AND OR TAGS FOR ALL MATERIALS.
H.SOIL PREPARATION
1.AFTER FINISH GRADES HAVE BEEN ESTABLISHED, IT IS RECOMMENDED
THAT THE CONTRACTOR SHALL HAVE SOIL SAMPLES TESTED BY AN
ESTABLISHED SOIL TESTING LABORATORY FOR THE FOLLOWING:
GENERAL SOIL FERTILITY, PH, ORGANIC MATTER CONTENT, SALT (CEC),
LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT.
CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE
LABORATORY ALONG WITH THE SOIL SAMPLES. THE SOIL REPORT
PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS
FOR THE FOLLOWING (AS APPROPRIATE): GENERAL SOIL PREPARATION
AND BACKFILL MIXES, PRE-PLANT FERTILIZER APPLICATIONS, AND ANY
OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A
FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR
LONG-TERM MAINTENANCE.
2.AT A MINIMUM, ALL TOPSOIL SHALL BE AMENDED WITH NITROGEN
STABILIZED ORGANIC AMENDMENT OR APPROVED EQUAL AT A RATE OF
4.0 CUBIC YARDS PER THOUSAND SQUARE FEET OF LANDSCAPE AREA.
AMENDMENT SHALL BE MECHANICALLY INTEGRATED INTO THE TOP 6"
OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING. NO
MANURE OR ANIMAL-BASED PRODUCTS SHALL BE USED FOR ORGANIC
AMENDMENTS.
3.REMOVE ALL SURFACE ROCKS OR SOIL CLODS OVER 1 INCH IN SIZE
FROM THE SITE.
I.PLANT MATERIAL
1.ALL PLANT MATERIAL SHALL MEET OR EXCEED CURRENT AMERICAN
STANDARD FOR NURSERY STOCK ANSI Z60.1.
2.TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS
DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER
PLANTING.
3.ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL
BE OF A FORM TYPICAL FOR THE SPECIES. ANY PLANT DEEMED
UNACCEPTABLE BY THE LANDSCAPE ARCHITECT SHALL BE
IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH
AN ACCEPTABLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S
OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF
DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE
LANDSCAPE ARCHITECT SHALL BE THE SOLE JUDGE AS TO THE
ACCEPTABILITY OF PLANT MATERIAL.
J.PLANTING
1.TREES AND SHRUBS SHALL BE PLANTED PER DETAILS. STAKE AND GUY
TREES PER DETAILS. NO 'T-STAKES' SHALL BE USED FOR TREES.
2.TREES INSTALLATION PROCEDURE: SCARIFY SIDES OF PLANTING PIT
PRIOR TO SETTING TREE. REMOVE EXCESS SOIL APPLIED ON TOP OF
THE ROOTBALL THAT COVERS THE ROOT FLARE. THE PLANTING HOLE
DEPTH SHALL BE SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED
SOIL, AND THE ROOT FLARE IS 3" ABOVE FINISH GRADE. CUT OFF
BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING TREE IN HOLE, CUT OFF
AND REMOVE REMAINDER OF BASKET AFTER TREE IS SET IN HOLE,
REMOVE ALL NYLON TIES, TWINE, ROPE, AND OTHER PACKING
MATERIAL. REMOVE ALL BURLAP FROM AROUND ROOTBALL. TREE
WRAP IS NOT TO BE USED ON ANY NEW PLANTINGS, EXCEPT IN LATE
FALL PLANTING SITUATIONS, AND ONLY THEN AFTER CONSULTATION
WITH THE LANDSCAPE ARCHITECT. WHEN WRAPPING TREE, WRAP
FROM TRUNK FLARE TO LOWEST MAJOR BRANCH. REMOVE ALL
NURSERY STAKES AFTER PLANTING. FOR TREES OVER 3" CALIPER, USE
THREE STAKES OR DEADMEN (AS APPROPRIATE), SPACED EVENLY
AROUND TREE.
3.TREE AND SHRUB BED LOCATIONS SHALL BE STAKED APPROVED PRIOR
TO PLANTING.
4.BACKFILL WITH 1/3 SOIL AMENDMENT AND 2/3 SITE SOIL, THOROUGHLY
MIXED.
5.A 5-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE
CIRCUMFERENCE OF ALL FIRE HYDRANTS.
6.ALL TREES PLANTED ADJACENT TO PUBLIC AND/OR PEDESTRIAN
WALKWAYS SHALL BE PRUNED CLEAR OF ALL BRANCHES BETWEEN
GROUND AND A HEIGHT OF EIGHT (8) FEET FOR THAT PORTION OF THE
PLAN LOCATED OVER THE SIDEWALK AND/OR ROAD.
7.FERTILIZE WITH COMPRESSED AGRIFORM TABLETS. SOIL CONDITIONER
SHALL BE PELLETIZED GYPSUM WITH IRON.
8.TREES PLANTED ADJACENT TO PEDESTRIAN WALKWAYS SHOULD HAVE
A MIN. CANOPY HT. OF 6'-8".
9.ALL PLANT BEDS SHALL BE CONTAINED WITH EDGE AS SPECIFIED IN THE
LEGEND (IF APPLICABLE). EDGER IS NOT REQUIRED ALONG CURBS,
WALKS OR BUILDING FOUNDATIONS. WHEN STEEL EDGING IS
SPECIFIED, ALL STEEL EDGING SHALL OVERLAP AT JOINTS A MINIMUM
OF 6-INCHES, AND SHALL BE FASTENED WITH A MINIMUM OF 4 PINS PER
EACH 10 FOOT SECTION. THE TOP OF ALL EDGING MATERIAL SHALL BE
A ROLLED TOP AND 1/2 INCH ABOVE THE FINISHED GRADE OF ADJACENT
LAWN OR MULCH AREAS. COLOR: GREEN.
K.MULCH
1.AFTER ALL PLANTING IS COMPLETE, THE CONTRACTOR SHALL INSTALL
A MINIMUM 3"-4" THICK LAYER OF MULCH AS SPECIFIED IN THE LEGEND.
INSTALL A 4" THICK RING OF DOUBLE SHREDDED CEDAR BARK MULCH
AROUND ALL PLANT MATERIAL IN ROCK MULCH BEDS WHERE
LANDSCAPING IS SHOWN ON THE PLANS. WOOD MULCH RING SIZE
SHALL BE THE SIZE OF THE OF SHRUB, PERENNIAL, AND ORNAMENTAL
GRASS'S CONTAINER/ROOTBALL. TREE INSTALLATION/RING SHALL
REFERENCE INDUSTRY STANDARDS SET FORTH IN THE CONTRACTORS
HANDBOOK PUBLISHED BY THE STATE'S LANDSCAPE CONTRACTORS
ASSOCIATION.
2.ALL MULCH SHALL BE HARVESTED IN A SUSTAINABLE MANNER FROM A
LOCAL SOURCE.
3.INSTALL WEED BARRIER FABRIC UNDER ALL ROCK MULCH SHRUB BEDS
SPECIFIED ON THE PLANS ONLY. NO LANDSCAPE FABRIC SHALL BE
USED IN WOOD MULCH AREAS. NO PLASTIC WEED BARRIERS SHALL BE
SPECIFIED.
4.ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING
ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED.
5.ALL PLANTING AREAS ON SLOPES OVER 4:1 SHALL RECEIVE COCONUT
FIBER EROSION CONTROL NETTING FROM ROLLS OR APPROVED EQUAL.
INSTALL AND STAKE PER MANUFACTURER'S SPECIFICATIONS.
L.IRRIGATION
1.THE IRRIGATION SYSTEM SHALL BE DESIGNED BUILD AND INSTALLED,
TO THE MAXIMUM EXTENT POSSIBLE, TO CONSERVE WATER BY USING
THE FOLLOWING DEVICES AND SYSTEMS: MATCHED PRECIPITATION
RATE TECHNOLOGY ON ROTOR AND SPRAY HEADS (WHEREVER
POSSIBLE), RAIN SENSORS, AND MULTI-PROGRAM COMPUTERIZED
IRRIGATION CONTROLLERS FEATURING SENSORY INPUT CAPABILITIES.
2.ALL NON-TURF PLANTED AREAS WILL BE DRIP IRRIGATED.
SODDED/SEEDED AREAS SHALL BE IRRIGATED WITH SPRAY OR ROTOR
HEADS AT 100% HEAD-TO-HEAD COVERAGE.
3.THE SYSTEM WILL HAVE APPROPRIATE BACKFLOW PREVENTION
DEVICES INSTALLED TO PREVENT CONTAMINATION OF THE POTABLE
SOURCE PER LOCAL, STATE, AND FEDERAL CODE.
STANDARD LANDSCAPE NOTES
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY
COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS
NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL
UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT
FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN
ON THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND
UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE.
CAUTION - NOTICE TO CONTRACTOR
DETAILS
DRIVE-THRU LANE
EXIT
ONLYx
THANK
YOU
CONCRETE
CURB
A,G
C702
10.0'
2.5'
E, G
C702
DRIVE
THRU
DRIVE
THRU
CONCRETE
CURB
2.0'
1.6'
E, G
C702
DRIVE
THRU
DRIVETHRU
CONCRETE
CURB
4.1'
2.5'
D, H
C702
1.5'
1.0'
3.2'
3.2'
3.0'
E, G
C702
DRIVE
THRU
DRIVETHRU
B
C703
CONCRETE
CURB
DRIVE-THRU ENTRY
DETECTOR LOOP
CENTERED ON
SPEAKER POST
2" BELOW FINAL
GRADE
CONCRETE
CURB
DRIVE-THRU LANE
(1) CONDUIT
BETWEEN
CONTROL BOX
AND DETECTOR
LOOP
(1) CONDUIT BETWEEN
ORDER BOARD'S CONTROL
BOX AND MENU BOARD
DIGITAL ORDER
SCREEN CONTROL
BOX
(1) CONDUIT BETWEEN ORDER
BOARD'S CONTROL BOX, AND
ELECTRICAL PANEL
(1) CONDUIT BETWEEN
PREVIEW BOARD AND
ELECTRICAL PANEL
(2) CONDUIT BETWEEN ORDER BOARD'S
CONTROL BOX, AND DRIVE THRU WINDOW
CONSULT ELECTRICAL PLAN FOR
ELECTRICAL PANEL LOCATION
B, F
C702
A, C
C703
F
C702
B
C703
9.3'
4.5'
20°
C, F
C702
B
C703
12.2'
30°
2.9'
1.9'
2.5'
1.0'
1.0'
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:
PROJECT MANAGER:
DATE:
DRAWING FILE:
PROJECT NO.:
-
-
SCALE:
NO.:
DESCRIPTION:
NO.:
DESCRIPTION: 1ST GRADING PERMIT SUBMITTAL
NO.:
DESCRIPTION:
ISSUES & REVISIONS
DATE:
DATE:BY:
BY:
DATE: 6/20/2017 BY: JGS
DESCRIPTION:
DATE:NO.:BY:
DESCRIPTION:
DATE:NO.:BY:
2009 W. Littleton Blvd. #300
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
Sterling Design Associates, llc
303.794.4727 ph
www.SterlingDesignAssociates.com
DESCRIPTION:
DATE:NO.:BY:
PROJECT:
1
2
Littleton, CO 80120
RR
3
4
5
6
STARBUCKS COFFEE COMPANY
2401 UTAH AVENUE SOUTH
SEATTLE, WA 98134
CLIENT:
2 -
-
-
E WONERVIEW AVE &
BIG THOMPSON AVE
STARBUCKS COFFEE COMPANY
12046-052
STERLING DESIGN ASSOCIATES, LLC
-
-
-
-
-
-
-
-
-
-
-
-
TEL: (206) 318-1575
STARBUCKS AT STANLEY VILLAGE - GRADING PERMIT PLANS
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH
PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
ESTES PARK, CO 80517
JGS
JGS
-6/20/2017
SITE SIGNAGE PLAN
JGS
JGS
-
C701
NOT TO SCALE
DIRECTIONAL SIGN A
NOT TO SCALE
DIRECTIONAL SIGN B
NOT TO SCALE
DIRECTIONAL SIGN B
NOT TO SCALE
DIRECTIONAL SIGN & CLEARANCE BAR D NOT TO SCALE
5-PANEL MENU BOARD E
GENERAL NOTES:
CONTRACTOR TO VERIFY CONDUIT LAYOUT AND CONNECTIONS WITH OWNERS
REPRESENTATIVE AND ELECTRICAL ENGINEER'S DRAWINGS PRIOR TO BID OR
CONSTRUCTION.
FINAL LOCATION OF MENU BOARD TO BE DETERMINED BY OWNER / DEVELOPER
CONSTRUCTION MANAGER
SIGNAGE
FOR REFERENCE ONLY
FINISH
GRADE
SIGN WITH BASE AND PLATE
COVER (BY STARBUCKS)
CONCRETE
FOOTING
1
1
/
2
"
5'
-
6
3
/
4
"
9'-0"
THIS DETAIL IS FOR REFERENCE
ONLY. SIGNAGE SUPPLIED AND
INSTALLED BY OTHERS UNDER
SEPARATE PERMIT.
SEE SITE PLAN FOR ORIENTATION
OF GRAPHIC PANELS TO SITE.
FINISH
GRADE
SIGN WITH BASE AND PLATE
COVER (BY STARBUCKS)
CONCRETE
FOOTING
2'-11 1/2"
5'
-
6
3
/
4
"
1
1
/
2
"
THIS DETAIL IS FOR REFERENCE
ONLY. SIGNAGE SUPPLIED AND
INSTALLED BY OTHERS UNDER
SEPARATE PERMIT.
SEE SITE PLAN FOR ORIENTATION
OF GRAPHIC PANELS TO SITE.
THIS DETAIL IS FOR REFERENCE
ONLY. SIGNAGE SUPPLIED AND
INSTALLED BY OTHERS UNDER
SEPARATE PERMIT.
SIGN WITH BASE AND PLATE
COVER (BY STARBUCKS)
EXPOSED FOOTING
FINISH GRADE
CONCRETE FOOTING
PER SITE
PLAN
10
'
-
3
"
9'-0"
5"
5"
6'
-
0
"
M
I
N
I
M
U
M
IN
T
O
N
A
T
U
R
A
L
G
R
A
D
E
O
R
E
N
G
I
N
E
E
R
E
D
F
I
L
L
1'-0"DIA.
PLAN
FINISHED GRADE
#3 TIES (10" O.C.)
#4 VERTICALS (4 EA.)
7/8" DIA. x 60"L A307 ANCHOR BOLTS
EMBED 48" MINIMUM (4 EA.)
CLEARANCE
POST PLATE
OUTLINE
CLEARANCE BAR
NOTES:
1. FOOTING DEPTH MAY VARY AS PER SITE AND SOIL
CONDITIONS.
2. CONCRETE RESISTANCE 3600 PSI AFTER 28 DAYS.
3. THE GROUND MUST NOT BE ALTERED AND MUST BE
WELL DRAINED.
4. EXPECTED GROUND BEARING CAPACITY AT 3000 PSF.
5. VERIFY ALL DIMENSIONS, BOLT PATTERNS, ETC. PRIOR
TO CONSTRUCTION.
#3 TIES (3 EA.)
SEE SITE PLAN FOR ORIENTATION
OF GRAPHIC PANELS TO SITE.
5 1/4"
1'
-
3
"
CUSTOMER ELEVATIONSIDE ELEVATION
FINISHED
GRADE
2'-7"
3'
-
1
0
"
SIGN WITH BASE
AND PLATE COVER
(BY STARBUCKS)
EXPOSED
FOOTING
THIS DETAIL IS FOR REFERENCE
ONLY. SIGNAGE SUPPLIED AND
INSTALLED BY OTHERS UNDER
SEPARATE PERMIT.
4"
1'-1"
PLAN
3/4" CONDUIT FOR
120V AC (CENTER
IN FOOTING)
MENU BOTTOM
PLATE OUTLINE
FREE-STANDING MENU
(DESIGN VARIES)
3/4" DIAMETER x 24" LONG ANCHOR BOLTS
(F1554 GRADE 36, 4 EACH)
FINISHED GRADE
#3 TIES (3 EACH)
#3 TIES, TYP.
@ 12" O.C.
#5 VERTICALS
(6 EACH)
2'-0"
DIAMETER
5'
-
0
"
M
I
N
.
I
N
T
O
N
A
T
U
R
A
L
GR
A
D
E
O
R
E
N
G
I
N
E
E
R
E
D
F
I
L
L
VERIFY ALL DIMENSIONS, BOLT PATTERNS,
ETC. PRIOR TO CONSTRUCTION
SEE SITE PLAN FOR ORIENTATION
OF GRAPHIC PANELS TO SITE.
THIS DETAIL IS FOR REFERENCE
ONLY. SIGNAGE SUPPLIED AND
INSTALLED BY OTHERS UNDER
SEPARATE PERMIT.
1'
-
3
"
CUSTOMER ELEVATIONSIDE ELEVATION
2'-1"
GRAPHIC ON
BACKSIDE
ELEVATION
SIGN WITH BASE
AND PLATE COVER
(BY STARBUCKS)
FINISHED
GRADE
SIGN WITH BASE
AND PLATE COVER
(BY STARBUCKS)
EXPOSED
FOOTING
5 1/4"
3'
-
1
0
"
1'-6"DIA.
3'
-
0
"
M
I
N
.
I
N
T
O
N
A
T
U
R
A
L
G
R
A
D
E
OR
E
N
G
I
N
E
E
R
E
D
F
I
L
L
1"
6"
PLAN
DIRECTIONAL
PLATE OUTLINE
1/2" CONDUIT FOR
120 VAC (CENTER
IN FOOTING)
DIRECTIONAL SIGN
3/4" DIA. 12" LONG
ANCHOR BOLTS;
EMBED 6" MINIMUM
(2 EA. SIDE)
FINISHED GRADE
#3 TIES (3 EA.)
#3 TIES, TYP.
#4 VERTICALS (4 EA.)
VERIFY ALL DIMENSIONS, BOLT PATTERNS,
ETC. PRIOR TO CONSTRUCTION
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:
PROJECT MANAGER:
DATE:
DRAWING FILE:
PROJECT NO.:
-
-
SCALE:
NO.:
DESCRIPTION:
NO.:
DESCRIPTION: 1ST GRADING PERMIT SUBMITTAL
NO.:
DESCRIPTION:
ISSUES & REVISIONS
DATE:
DATE:BY:
BY:
DATE: 6/20/2017 BY: JGS
DESCRIPTION:
DATE:NO.:BY:
DESCRIPTION:
DATE:NO.:BY:
2009 W. Littleton Blvd. #300
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
Sterling Design Associates, llc
303.794.4727 ph
www.SterlingDesignAssociates.com
DESCRIPTION:
DATE:NO.:BY:
PROJECT:
1
2
Littleton, CO 80120
RR
3
4
5
6
STARBUCKS COFFEE COMPANY
2401 UTAH AVENUE SOUTH
SEATTLE, WA 98134
CLIENT:
2 -
-
-
E WONERVIEW AVE &
BIG THOMPSON AVE
STARBUCKS COFFEE COMPANY
12046-052
STERLING DESIGN ASSOCIATES, LLC
-
-
-
-
-
-
-
-
-
-
-
-
TEL: (206) 318-1575
STARBUCKS AT STANLEY VILLAGE - GRADING PERMIT PLANS
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH
PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
ESTES PARK, CO 80517
JGS
JGS
-6/20/2017
SITE SIGNAGE DETAILS
JGS
JGS
-
C702
NOT TO SCALE
FREESTANDING
PRE-MENU BOARD
NOT TO SCALE
DIRECTIONAL SIGN FOOTING
NOT TO SCALE
5 PANEL MENU BOARD
NOT TO SCALE
DIRECTIONAL SIGN - EXIT CLEARANCE BAR
NOT TO SCALE
MENU BOARD FOOTINGDIRECTIONAL SIGN - ENTRY
NOT TO SCALE
CLEARANCE BAR FOOTING
NOT TO SCALE
A B C D
E F G HNOT TO SCALE
SIGNAGE
FOR REFERENCE ONLY
2'
-
9
3
/
4
"
1'
-
1
1
1
/
2
"
1'-6"
DIA
6"
FINISHED GRADE
5"x5"x1/4" STEEL POST
PAINTED BLACK OR AS DIRECTED BY
STARBUCKS CONSTRUCTION
MANAGER. CONTRACTOR TO VERIFY.
REFLECTIVE TAPE
PER STARBUCKS STANDARDS
CROWN FOR POSITIVE DRAINAGE
CONCRETE FOOTING
THIS DETAIL IS FOR REFERENCE
ONLY. SIGNAGE SUPPLIED AND
INSTALLED BY OTHERS UNDER
SEPARATE PERMIT.
CURB
DIGITAL ORDER
SCREEN WITH
CANOPY (BY
STARBUCKS)
EXPOSED CONCRETE
FOOTING
1
1
/
2
"
FRONT ELEVATION PLAN
CONCRETE
CURB
FINISHED
DRIVE
GRADE
CONCRETE
FOOTING, TYP
DIGITAL ORDER
SCREEN WITH
CANOPY (BY
STARBUCKS)
FINISH GRADE
LEFT ELEVATIONRIGHT ELEVATION
EXPOSED CONCRETE
FOOTING
THIS DETAIL IS FOR REFERENCE
ONLY. SIGNAGE SUPPLIED AND
INSTALLED BY OTHERS UNDER
SEPARATE PERMIT.
EXPOSED CONCRETE
FOOTING
CANOPY ABOVE
CURB
9'
-
1
0
"
4'-5 1/2"
PLAN
STEEL BASE PLATE
W/ OVAL HOLES FOR
SWIVEL/POSITION
DIGITAL ORDER SCREEN
WITH CANOPY
3/4" DIAMETER A307 ANCHOR
BOLTS (4 EACH)
FINISHED GRADE
#3 TIES (3 EACH)
#3 TIES, TYP.
@ 10" O.C.
2'-6"
DIAMETER
4'
-
6
"
M
I
N
.
I
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T
O
N
A
T
U
R
A
L
GR
A
D
E
O
R
E
N
G
I
N
E
E
R
E
D
F
I
L
L
ORDER SCREEN
55 1/8"
20
3
/
8
"
12 1/2"
4 5/8"
1 1/8"
7
1
/
4
"
7"
2
1
/
4
"
1/4" PLATE, 3"X3"
HEAVY HEX NUT
#5 VERTICALS
(6 EACH FOOTING)
VERIFY ALL DIMENSIONS, BOLT PATTERNS,
ETC. PRIOR TO CONSTRUCTION
THIS DETAIL IS FOR REFERENCE
ONLY. SIGNAGE SUPPLIED AND
INSTALLED BY OTHERS UNDER
SEPARATE PERMIT.
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:
PROJECT MANAGER:
DATE:
DRAWING FILE:
PROJECT NO.:
-
-
SCALE:
NO.:
DESCRIPTION:
NO.:
DESCRIPTION: 1ST GRADING PERMIT SUBMITTAL
NO.:
DESCRIPTION:
ISSUES & REVISIONS
DATE:
DATE:BY:
BY:
DATE: 6/20/2017 BY: JGS
DESCRIPTION:
DATE:NO.:BY:
DESCRIPTION:
DATE:NO.:BY:
2009 W. Littleton Blvd. #300
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
Sterling Design Associates, llc
303.794.4727 ph
www.SterlingDesignAssociates.com
DESCRIPTION:
DATE:NO.:BY:
PROJECT:
1
2
Littleton, CO 80120
RR
3
4
5
6
STARBUCKS COFFEE COMPANY
2401 UTAH AVENUE SOUTH
SEATTLE, WA 98134
CLIENT:
2 -
-
-
E WONERVIEW AVE &
BIG THOMPSON AVE
STARBUCKS COFFEE COMPANY
12046-052
STERLING DESIGN ASSOCIATES, LLC
-
-
-
-
-
-
-
-
-
-
-
-
TEL: (206) 318-1575
STARBUCKS AT STANLEY VILLAGE - GRADING PERMIT PLANS
A PORTION OF LOT 2, AMENDED PLAT OF LOTS 1 AND 2, STANLEY VILLAGE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH
PRINCIPAL MERIDIAN, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO
ESTES PARK, CO 80517
JGS
JGS
-6/20/2017
SITE SIGNAGE DETAILS
JGS
JGS
-
C703
NOT TO SCALE
NON-ILLUMINATED BOLLARD B
NOT TO SCALE
DIGITAL ORDER SCREEN WITH CANOPY C
NOT TO SCALE
DIGITAL ORDER SCREEN FOOTING A
SIGNAGE
FOR REFERENCE ONLY