HomeMy WebLinkAboutPLANS Deck Repair Mountain River Townhomes 2022-03-09G1.00
MOUNTAIN RIVER TOWNHOME ASSOCIATION
ESTES PARK, COLORADO
OWNER-SELECTED CONSTRUCTION REPAIR
FOR PERMIT
CODE ANALYSIS & REQUIREMENTS
JURISDICTION:
TOWN OF ESTES PARK
DEPARTMENT OF BUILDING SAFETY
170 MACGREGOR AVENUE, SUITE 230
ESTES PARK, COLORADO 80517
ORIGINAL CONSTRUCTION
- 2009 INTERNATIONAL RESIDENTIAL CODE
AS AMENDED BY TOWN OF ESTES PARK
GENERAL CONTRACTOR / DESIGNER
DALLMAN CONSTRUCTION
211 4TH STREET
ESTES PARK, COLORADO 80517
970.227.5871
DEVELOPER
B & L DEVELOPMENT, LLC
211 4TH STREET
ESTES PARK, COLORADO 80517
970.227.5871
ORIGINAL PROJECT DIRECTORY
VICINITY MAP
REPAIR PROJECT DIRECTORY
OWNER
MOUNTAIN RIVER TOWNHOMES
c/o ASSOCIATION MANAGEMENT OF ESTES PARK
PO BOX 315
ESTES PARK, COLORADO 80517
CONTACT: LISA ROSENHAGEN
REPAIR CONTRACTOR
RECONSTRUCTION EXPERTS
5300 VIVIAN STREET
ARVADA, COLORADO 80002
CONTACT: ETHAN McKEE
(303) 783.2562
REPAIR DESIGNER
SBSA, LLC
a CHARLES TAYLOR COMPANY
CONTACTS:
ARCHITECT: BRAD A. SCHMIDT, AIA
CONSTRUCTION MANAGER: JUSTIN FOY
5926 McINTYRE STREET
GOLDEN, COLORADO 80403
(877) 221.7272
REPAIR SCOPE:
APPLICABLE CODES AS AMENDED BY TOWN OF ESTES PARK
- 2015 INTERNATIONAL RESIDENTIAL CODE
LOT SIZE:6,352 SQ. FT
LOT COVERAGE 3,493 SQ. FT
IMPERMEABLE LOT AREA:4,336 SQ. FT.
PERMEABLE LOT AREA: 1,716 SQ. FT.
TOTAL FINISHED FLOOR AREA:
SOUTH UNIT 4,189 SQ. FT.
NORTH UNIT 4,213 SQ. FT.
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GENERAL SCOPE
REPAIRS INCLUDE :
1) MOISTURE MANAGEMENT REPAIRS AT WINDOW AND DOOR HEADS, WINDOW SILLS,
RAKE WALLS
2) MOISTURE MANAGEMENT INTEGRATIONS AT HARD SURFACES
3) STRUCTURAL REPAIRS TO DECK ATTACHMENTS
4) CIVIL REGRADING OF BOUNDED AREAS AT FRONT ENTRY
5) DRIVEWAY DRAINAGE REPAIRS
SHEET INDEX
SHEET NO.SHEET TITLE
COVER PAGEG1.00
GENERAL NOTES
SPECIFICATIONS
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SITE MAP
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SPECIFICATIONSG1.03
BUILDING 1 SOUTH & WEST
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NOT TO SCALE
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ARCHITECT
BASIS ARCHITECTURE, P.C.
1692 BIG THOMPSON AVENUE, SUITE 1006
ESTES PARK, COLORADO 80517
970.227.5871
STRUCTURAL ENGINEER
VAN HORN ENGINEERING AND SURVEYING
1043 FISH CREEK ROAD
ESTES PARK, COLORADO 80517
970.586.9388
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CIVIL ENGINEER
VAN HORN ENGINEERING AND SURVEYING
1043 FISH CREEK ROAD
ESTES PARK, COLORADO 80517
970.586.9388
BUILDING 2 SOUTH & WEST
BUILDING 2 NORTH & EAST
BUILDING 3 SOUTH & WEST
BUILDING 3 NORTH & EAST
BUILDING 4 SOUTH & WEST
BUILDING 4 NORTH & EAST
BUILDING 5 SOUTH & WEST
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BUILDING 9 NORTH & EAST
BUILDING 10 SOUTH & WEST
BUILDING 10 NORTH & EAST
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BUILDING 11 NORTH & EAST
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BUILDING 12 NORTH & EAST
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BUILDING 13 NORTH & EAST
BUILDING 14 SOUTH & WEST
BUILDING 14 NORTH & EAST
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BUILDING 16 NORTH & EAST
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BUILDING 17 NORTH & EAST
BUILDING 18 SOUTH & WEST
BUILDING 18 NORTH & EAST
BUILDING 19 SOUTH & WEST
BUILDING 19 NORTH & EAST
BUILDING 22 SOUTH & WEST
BUILDING 22 NORTH & EAST
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BUILDING 23 NORTH & EAST
BUILDING 24 NORTH & WEST
BUILDING 24 SOUTH & EAST
BUILDING 25 NORTH & WEST
BUILDING 25 SOUTH & EAST
BUILDING 15 & 20
BUILDING 21 & 26
DETAILS - LAP SIDING
DETAILS - STONE VENEER
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MORAINE AVE.PARK RIVER PL.MOREAU LN.BIRD CIR.RIVERSIDE
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CIVIL REPAIR PLAN SOUTH
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DETAILS - CIVIL
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SITE LOCATION
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JOB NUMBER:
DRAWING SCALE:
NO
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COPYRIGHT:
These drawings are an instrument of service and are
the property of SBSA, LLC.
They may not be duplicated, disclosed, or reproduced
without the expressed written consent of SBSA, LLC.
Copyrights and infringements will be enforced and
prosecuted.
5926 McIntyre Street
Golden, Colorado 80403
Ph: (877) 221-7272
321099.00
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GENERAL NOTES:
A.INTENT OF REPAIR DOCUMENTS:
1.ALL REPORTS OR DOCUMENTS PREPARED OR FURNISHED BY SBSA, LLC, a CHARLES TAYLOR COMPANY (SBSA) TO THE CLIENT
ARE INSTRUMENTS OF SERVICE. SBSA RETAINS COPYRIGHT OWNERSHIP AND PROPERTY INTEREST OF SUCH REPORTS.
2.OWNER MAY MAKE AND RETAIN COPIES OF DESIGN DOCUMENTS FOR INFORMATION AND REFERENCE IN CONNECTION WITH USE
ON THE PROJECT BY OWNER. SBSA GRANTS OWNER A LICENSE TO USE THE DESIGN DOCUMENTS ON THE PROJECT, EXTENSION
OF THE PROJECT, AND OTHER PROJECTS OF OWNER, SUBJECT TO THE FOLLOWING LIMITATIONS:
a.OWNER ACKNOWLEDGES THAT SUCH DESIGN DOCUMENTS ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR USE
ON THE PROJECT UNLESS COMPLETED BY SBSA, OR FOR USE OR REUSE BY OWNER OR OTHERS ON EXTENSIONS OF THE
PROJECT OR ON ANY OTHER PROJECT WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY SBSA.
b.ANY SUCH USE OR REUSE, OR ANY MODIFICATION OF THE DESIGN DOCUMENTS, WITHOUT WRITTEN VERIFICATION,
COMPLETION OR ADAPTATION BY ENGINEER, AS APPROPRIATE FOR THE SPECIFIC PURPOSE INTENDED, WILL BE AT OWNER’S
SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO SBSA OR TO ITS CONSULTANTS.
c.OWNER SHALL INDEMNIFY AND HOLD HARMLESS SBSA AND ITS CONSULTANTS FROM ALL CLAIMS, DAMAGES, LOSSES, AND
EXPENSES, INCLUDING ATTORNEYS’ FEE, ARISING OUT OF OR RESULTING FROM ANY USE, REUSE, OR MODIFICATION
WITHOUT WRITTEN VERIFICATION, COMPLETION, OR ADAPTATION BY SBSA.
d.SUCH LIMITED LICENSE TO OWNER SHALL NOT CREATE ANY RIGHTS IN THIRD PARTIES.
3.THESE DOCUMENTS, DETAILS, AND DRAWINGS ARE RELEVANT TO THIS PROJECT ONLY. DO NOT USE ON ANY OTHER PROJECTS.
4.ALL REPAIR DRAWINGS, DETAILS, AND SPECIFICATION DOCUMENTS (COLLECTIVELY REFERRED TO HEREAFTER AS “DESIGN
DOCUMENTS”) ARE BASED ON LIMITED VISUAL OBSERVATION ONLY. SBSA DOES NOT ACCEPT ANY RESPONSIBILITY FOR
UNKNOWN OR UNKNOWABLE CONDITIONS WITHIN THE EXISTING SITE OR STRUCTURES. REPAIRS DESCRIBED HEREIN AND
ASSOCIATED DESIGN DOCUMENTS MAY REQUIRE ON-SITE COORDINATION AND MODIFICATION BETWEEN SBSA, THE OWNER, AND
CONTRACTOR DUE TO UNKNOWN CONDITIONS DISCOVERED DURING THE REPAIR PROCESS.
5.THE APPARENT SILENCE OF ANY DETAIL, OR THE APPARENT OMISSION FROM THE DESIGN DOCUMENTS OF A DETAILED
DESCRIPTION CONCERNING ANY POINT, SHALL BE REGARDED TO MEAN THE BEST CONSTRUCTION PRACTICES ARE TO PREVAIL.
6.SHOULD ANY INFORMATION NECESSARY FOR A CLEAR UNDERSTANDING OF THE WORK BE OMITTED FROM THE
NOTES/SPECIFICATIONS AND DRAWINGS, OR SHOULD THE REQUIREMENTS APPEAR TO BE IN CONFLICT, THE CONTRACTOR
SHALL SECURE WRITTEN INTERPRETATIONS OR INSTRUCTIONS FROM SBSA BEFORE PROCEEDING WITH THE WORK AFFECTED
THEREBY. THE CONTRACTOR SHALL SECURE WRITTEN INTERPRETATIONS OR INSTRUCTIONS BY SUBMITTAL OF THE REQUEST
FOR INFORMATION (RFI) FORM TO SBSA ACCORDING TO THE TRUE INTENT OF THE CONTRACT DOCUMENTS.
7.WHERE A CONFLICT OCCURS BETWEEN OR WITHIN STANDARDS, NOTES/SPECIFICATIONS, AND DRAWINGS, THE MORE
STRINGENT OR HIGHER QUALITY REQUIREMENTS SHALL APPLY AND/OR THE MOST CURRENT DRAWINGS SHALL PREVAIL.
8.ANY WORK MENTIONED IN THE NOTES/SPECIFICATIONS AND NOT SHOWN IN THE DRAWINGS, OR WORK SHOWN IN THE
DRAWINGS AND NOT MENTIONED IN THE NOTES/SPECIFICATIONS, SHALL BE OF LIKE EFFECT AS IF SHOWN OR MENTIONED IN
BOTH. CONTRACTOR SHALL EXAMINE THE NOTES/SPECIFICATIONS AND DRAWINGS AND NOTIFY SBSA OF ANY DISCREPANCIES
DISCOVERED BETWEEN THE NOTES/SPECIFICATIONS AND DRAWINGS AS WELL AS ANY DEFICIENCIES, OMISSIONS, OR ERRORS
THEREIN BEFORE ANY WORK IS DONE.
9.THE CONTRACTOR SHALL VERIFY ALL ELEVATIONS SHOWN ON THE DRAWINGS FURNISHED BY SBSA, AND SHALL NOTIFY SBSA OF
ANY DISCREPANCY BETWEEN THE DRAWINGS AND THE CONDITIONS OF THE PROPERTY, OR ANY ERROR OR OMISSION IN THE
DRAWINGS, OR IN THE LAYOUT AS GIVEN BY STAKES, POINTS, OR INSTRUCTIONS WHICH MAY BE DISCOVERED. BEFORE
ORDERING ANY MATERIAL OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING AND
SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF THE SAME, SBSA MAKES NO REPRESENTATION WITH RESPECT TO THE
SCALE OF DRAWINGS, OR DIMENSIONS. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED ON ACCOUNT OF
DIFFERENCES BETWEEN ACTUAL QUANTITIES AND ANY THAT MAY BE INDICATED ON DRAWINGS, UNLESS OTHERWISE PROVIDED
FOR IN THE CONTRACT DOCUMENTS.
10.THE DETAILS PROVIDED IN THESE PLANS ARE NOT TO SCALE. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE
SCALED FROM ANY DETAIL. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE ENGINEER FOR CLARIFICATION.
11.THE CONTRACTOR SHALL PROMPTLY, AND BEFORE SUCH CONDITIONS ARE DISTURBED, NOTIFY THE OWNER AND SBSA IN
WRITING OF:
a.SUB-SURFACE OR LATENT PHYSICAL CONDITIONS AT THE SITE DIFFERING MATERIALLY FROM THOSE INDICATED IN THE
CONTRACT DOCUMENTS, OR
b.UNKNOWN PHYSICAL CONDITIONS AT THE SITE, OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORDINARILY
ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER FOR IN THE CONTRACT
DOCUMENTS.
12.COORDINATION AND VERIFICATION
a.ALL DIMENSIONS, GRADES AND UTILITY DESIGNS SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH
CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE
CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS,
IF NOT VERIFIED AND NOTIFICATION OF CONFLICTS HAVE NOT BEEN BROUGHT TO THE ATTENTION OF THE ENGINEER.
b.CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING AND BRING UP ANY QUESTIONS BEFOREHAND, NO
ALLOWANCE WILL BE MADE FOR DISCREPANCIES OR OMISSIONS THAT CAN BE EASILY OBSERVED.
c.CONTRACTOR TO COORDINATE WITH ALL OTHER DISCIPLINES.
B.APPLICABLE BUILDING CODE AND STANDARDS
1.DETAILS AND PRACTICES SHALL COMPLY WITH ALL REQUIREMENTS OF THE INDIVIDUAL MATERIAL MANUFACTURERS INVOLVED,
INCLUDING BUT NOT LIMITED TO THE:
�2015 INTERNATIONAL RESIDENTIAL CODE (IRC), AS AMENDED BY THE TOWN OF ESTES PARK
�APPLICABLE MANUFACTURER’S SPECIFICATIONS AND/OR INSTALLATION INSTRUCTIONS.
2.WHERE THERE IS CONFLICT BETWEEN THE DOCUMENTS AND ANY CODE, MANUFACTURER, INDUSTRY, OR ORIGINAL PROJECT
SPECIFICATION REQUIREMENTS, THE MOST STRINGENT SHALL GOVERN. ANY DISCREPANCIES BETWEEN THE CONSTRUCTION
DOCUMENTS AND SITE CONDITIONS OR ANY ERRORS OR OMISSIONS IN THE CONSTRUCTION DOCUMENTS SHALL BE
IMMEDIATELY REPORTED TO THE OWNERS AND SBSA, WHO SHALL PROMPTLY CORRECT SUCH CONFLICTS IN WRITING. ANY
WORK DONE BY THE CONTRACTOR AFTER THEIR DISCOVERY OF SUCH DISCREPANCIES, ERRORS, OR OMISSIONS WITHOUT
WRITTEN CORRECTION BY OWNER OR ENGINEER SHALL BE DONE AT THE CONTRACTOR’S RISK.
3.THE PRESENCE AND ACTIVITIES OF SBSA, THE OWNER, OR THE OWNER’S REPRESENTATIVE SHALL IN NO WAY RELIEVE THE
CONTRACTOR OF THE CONTRACTUAL RESPONSIBILITIES.
C.CONTRACTOR’S RESPONSIBILITY AND AUTHORITY
1.CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK EFFICIENTLY AND WITH ITS BEST SKILL AND ATTENTION. THE
CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES
OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING THAT THE FINISHED WORK ACCURATELY COMPLIES
WITH THE CONTRACT DOCUMENTS AND ALL MATERIAL MANUFACTURERS’ REQUIREMENTS.
2.CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY BUILDING PERMITS, UNLESS AGREEMENT HAS BEEN MADE WITH THE
OWNER REGARDING PAYMENT FOR THESE PERMITS. ALL PERMITS SHALL BE CLEARLY DISPLAYED AT THE SITE.
3.CONTRACTOR SHALL ESTABLISH A WRITTEN SCHEDULE OF CONSTRUCTION, REVIEW THE SCHEDULE WITH SBSA AND THE
OWNER FOR APPROVAL, AND REVIEW ANY PROPOSED CHANGES TO THE SCHEDULE DURING CONSTRUCTION WITH SBSA AND
THE OWNER FOR APPROVAL.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CODE COMPLIANCE OF ALL WORK INCLUDED IN THE SCOPE OF THE PERMIT
ISSUED TO THE CONTRACTOR WHETHER OR NOT THE WORK IS DONE BY THE CONTRACTOR OR BY ANY SUB-CONTRACTOR.
5.CONTRACTOR SHALL ONLY ENGAGE SPECIALIZED SUB-CONTRACTORS TO PERFORM ON THIS PROPERTY, AS SUCH ALL SUB-
CONTRACTORS’ INFORMATION SHALL BE SUPPLIED TO HOA REPRESENTATIVE AND SBSA PRIOR TO COMMENCEMENT.
6.CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE COUNTY, AND ALL UTILITY COMPANIES INVOLVED, WITH REGARD
TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, AND TO ENSURE 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 DISRUPTION OF ANY UTILITY SERVICE. THE CONTRACTOR IS
RESPONSIBLE FOR RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION.
D.SAFETY
1.NOTWITHSTANDING ANY OTHER PRESCRIBED SAFETY REQUIREMENTS, CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR
INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.
2.CONTRACTOR SHALL COMPLY WITH THE “SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION” (AND SUBSEQUENT
AMENDMENTS) PROMULGATED BY THE UNITED STATES DEPARTMENT OF LABOR, IDENTIFIED AS OSHA SAFETY AND HEALTH
STANDARDS – GENERAL INDUSTRY STANDARDS, COVERING SAFETY AND HEALTH STANDARDS FOR CONSTRUCTION, AS WELL AS
OTHER REQUIREMENTS DESCRIBED IN THE CONTRACT DOCUMENTS.
3.CONTRACTOR SHALL ENSURE THAT A SAFE ENVIRONMENT IS PROVIDED FOR SBSA OBSERVATIONS, CITY AND/OR COUNTY
INSPECTIONS, IF ANY, AND FOR RESIDENT AND INSPECTOR ACCESS.
4.CONTRACTOR SHALL PROPOSE A SITE UTILIZATION PLAN FOR REVIEW AND APPROVAL BY OWNER AND/OR OWNER’S
REPRESENTATIVE. A SAFETY PLAN SHALL LIMIT THE IMPACT ON RESIDENTS. ACCESS TO THE FACILITY BY EMERGENCY SERVICES
MUST BE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION.
E.MATERIALS
1.CARE SHALL BE TAKEN BY THE CONTRACTOR TO SALVAGE FOR REINSTALLATION OF THE CEDAR SIDING. ASSOCIATED
FLASHINGS, AND MOISTURE MANAGEMENT SYSTEMS SHALL BE REPLACED AS OUTLINED IN THIS DOCUMENT ON THE
ELEVATIONS, PLANS, AND DETAILS.
2.ALL MATERIALS USED AND REQUIRED ON THIS PROJECT WILL BE SUPPLIED BY THE CONTRACTOR IN STRICT ACCORDANCE WITH
THE CONTRACT DOCUMENTS AND SHALL BE PRODUCED BY MANUFACTURERS ACCEPTABLE TO SBSA AND THE OWNER OR THEIR
REPRESENTATIVE(S).
3.ALL MATERIAL USED IN THE WORK SHALL MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND SHALL BE NEW
MATERIALS, UNLESS NOTED OTHERWISE HERE IN OR OTHERWISE APPROVED BY SBSA AND THE OWNER OR THEIR
REPRESENTATIVE(S).
4.SUBMITTALS: CONTRACTOR SHALL SUBMIT A COMPLETE MATERIAL LIST OF ALL ITEMS PROPOSED TO BE FURNISHED AND
INSTALLED AS DESCRIBED HEREIN, TO THE OWNER AND TO SBSA, PRIOR TO PURCHASING. ALL SUBMITTALS DESCRIBED HEREIN
AND IN FORTHCOMING CONSTRUCTION DOCUMENTS (RFIs, ESIs, etc.) SHALL BE SUBMITTED TO THE OWNER AND TO SBSA AS
SPECIFIED IN SECTION 01300: ADMINISTRATIVE REQUIREMENTS.
F.PROTECTION
1.CONTRACTOR SHALL PROTECT ALL EXISTING, INSTALLED, AND YET TO BE INSTALLED MATERIALS FROM DAMAGE.
2.CONTRACTOR SHALL REPLACE ALL MATERIALS DAMAGED THROUGHOUT THE DURATION OF THE REPAIR PROJECT INCLUDING,
BUT NOT LIMITED TO, GROUNDS, PAVING, FAÇADE, ROOFS, DECKS, AREAS ADJACENT TO WORK, STORAGE AREAS, AND MATERIAL
TRANSPORT WALKWAYS.
3.PROTECTION OF ALL WORK AREA, AND ADJACENT AREAS IMPACTED BY WORK, SHALL BE LEFT IN PLACE UNTIL PROJECT
COMPLETION.
4.ALL EXISTING UTILITIES SHOWN ARE BASED ON ABOVE GROUND EVIDENCE ONLY. THESE LOCATIONS SHOULD BE CONSIDERED
APPROXIMATE. THERE MAY BE ADDITIONAL UNDERGROUND UTILITIES NOT SHOWN IN THESE DRAWINGS. THE INFORMATION IS
NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL COLORADO 811, THE UTILITIES
NOTIFICATION CENTER OF COLORADO (UNCC), AND ANY LOCAL UTILITIES NOT SHOWN IN THE UNCC SYSTEM AT LEAST 48 HOURS
BEFORE ANY EXCAVATION OR CONSTRUCTION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES PRIOR TO
CONSTRUCTION, THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT 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.
5.ALL EXISTING UTILITIES SHALL BE PROTECTED AND ALL DAMAGES TO EXISTING UTILITIES OR OTHER EXISTING STRUCTURES AS A
RESULT OF CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION EXCEPT WHERE MODIFICATIONS ARE AGREED
TO BY THE OWNER. CONTRACTOR SHALL RAISE EXISTING UTILITIES AND APPURTENANCES AT ALL AREAS OF REGRADE AND
FLATWORK OR PAVEMENT REMOVAL AS SHOWN ON THE PLANS. RAISING OF THE APPURTENANCES AND ALL OTHER UTILITY
STRUCTURES SHALL BE AT NO COST TO THE OWNER.
6.ENVIRONMENT: CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCEPTANCE AND CONTROL OF ALL FLOWS, INCLUDING ALL
DRAINAGE FACILITIES AFFECTED BY THIS PROJECT, TO MINIMIZE POSSIBLE AIRE, WATERWAY, AND SUBSOIL, CONTAMINATION OR
POLLUTION OR OTHER UNDESIRABLE EFFECTS. CONTRACTOR SHALL PROVIDE MEASURES TO PREVENT SOIL EROSION AND
DISCHARGE OF SOIL BEARING WATER RUNOFF AND AIRBORNE DUST TO ADJACENT PROPERTIES AND WALKWAYS. THIS MAY
INVOLVE BUT IS NOT LIMITED TO THE USE OF SILT FENCING, DIVERSIONARY PONDING, AND CONTROL OF EQUIPMENT
OPERATIONS.
7.THE CONTRACTOR IS REQUIRED TO FOLLOW COLORADO STATE LAW REGARDING SURVEY MONUMENTS. FOR COUNTY SURVEY
MONUMENTS, THE CONTRACTOR SHALL RETAIN A SURVEYOR TO RESET ANY AFFECTED SURVEY MONUMENTS. FOR FURTHER
INFORMATION, CONTACT THE COUNTY SURVEYOR.
G.OBSERVATIONS
1.THE OWNER AND SBSA SHALL HAVE ACCESS TO THE JOB SITE AND WORK AREAS AT ALL TIMES DURING CONSTRUCTION.
CONTRACTOR WILL PROVIDE PROPER AND SAFE FACILITIES FOR SUCH ACCESS AND OBSERVATIONS.
2.QUALITY OBSERVATION MAY BE PERFORMED BY SBSA AS THE WORK PROGRESSES, POTENTIALLY IN CONJUNCTION WITH THE
OWNER AND/OR MATERIAL MANUFACTURER REPRESENTATIVES, TO ENSURE GENERAL COMPLIANCE WITH THE CONTRACT
DOCUMENTS.
3.THE PRESENCE AND ACTIVITIES OF SBSA, MANUFACTURER REPRESENTATIVE, THE OWNER, OR THE OWNER’S
REPRESENTATIVE(S) SHALL IN NO WAY RELIEVE THE CONTRACTOR OF ITS CONTRACTUAL OBLIGATIONS.
H.MISCELLANEOUS NOTES
1.ALL DRAWINGS ARE SUBJECT TO REVIEW BY THE JURISDICTIONAL BUILDING DEPARTMENT AND ANY CHANGES MODIFICATIONS
THAT IT STIPULATES BE SUBSEQUENTLY IMPOSED.
2.THE NOTES/SPECIFICATIONS HEREIN SPECIFICALLY PERTAIN TO SBSA’S DESIGN INTENT FOR THE WORK, HOWEVER, THE
ABSENCE OF ANY SPECIFICATION, OR PORTION OF SPECIFICATION, IN NO WAY RELIEVES THE CONTRACTOR OF ITS FULL DUTY
AS DEFINED BY THE ENTIRETY OF THE CONTRACT DOCUMENTS AND ALL RESPONSIBILITIES CUMULATIVELY REPRESENTED
THEREIN.
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JOB NUMBER:
DRAWING SCALE:
NO
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COPYRIGHT:
These drawings are an instrument of service and are
the property of SBSA, LLC.
They may not be duplicated, disclosed, or reproduced
without the expressed written consent of SBSA, LLC.
Copyrights and infringements will be enforced and
prosecuted.
5926 McIntyre Street
Golden, Colorado 80403
Ph: (877) 221-7272
321099.00
NTS
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SPECIFICATIONS:
SECTION 01100 – SUMMARY
1 GENERAL
A SUMMARY OF WORK
1.PROJECT:MOUNTAIN RIVER REPAIR
2.OWNER: MOUNTAIN RIVER TOWNHOME ASSOCIATION, INC.
C/O ASSOCIATION MANAGEMENT OF ESTES PARK
PO BOX 315
ESTES PARK, COLORADO 80517
3.ENGINEER / ARCHITECT: SBSA, LLC, a CHARLES TAYLOR COMPANY.
5926 MCINTYRE STREET
GOLDEN, COLORADO 80403
4.CONTRACTOR:RECONSTRUCTION EXPERTS
5300 VIVIAN STREET
ARVADA, COLORADO 80002
5.THE WORK CONSISTS OF REPAIRS THAT GENERALLY INCLUDES THE FOLLOWING ITEMS:
a.MOISTURE MANAGEMENT REPAIRS AND INTEGRATION WITH WINDOWS, DOORS, RAKE WALLS, GRADE AND HARD
SURFACES WITHIN LAP SIDING AND STONE VENEER SYSTEMS
b.DIVERTER FLASHING, AND INTEGRATION OF MOISTURE MANAGEMENT SYSTEMS
c.STRUCTURAL CONNECTIONS OF ELEVATED DECKS
d.CIVIL REGRADING OF BOUNDED AREAS, CONCRETE DRAIN PAN INSTALLATION
6.OWNER FURNISHED ITEMS:
a.NONE AT THIS TIME.
7.WORK UNDER OTHER CONTRACTS
a.NONE AT THIS TIME.
B WORK RESTRICTIONS
1.CONTRACTOR’S USE OF PREMISES: DURING CONSTRUCTION, CONTRACTOR WILL HAVE LIMITED USE OF THE SITE AS
INDICATED.
2.OWNER WILL OCCUPY PREMISES DURING CONSTRUCTION. CONTRACTOR MAY PERFORM CONSTRUCTION ONLY DURING
NORMAL HOURS (8 AM TO 5 PM MONDAY THROUGH FRIDAY, OTHER THAN HOLIDAYS), UNLESS OTHERWISE AGREED TO IN
ADVANCE BY OWNER (AND CITY/TOWN IF REQUIRED). CLEAN UP WORK AREAS AND RETURN TO A USEABLE CONDITION AT
THE END OF EACH WORK PERIOD, REFER TO GENERAL NOTES.
END OF SECTION 01100
SECTION 012613 – REQUESTS FOR INFORMATION
1 GENERAL
A SUMMARY
1.REQUEST FOR INFORMATION (RFI’s): REQUEST FROM CONTRACTOR SEEKING INTERPRETATION OR CLARIFICATION OF
CONTRACT DOCUMENTS NOT INVOLVING SUBSTITUTIONS OR CHANGES TO CONTRACT SUM OR CONTRACT TIME.
2.RFI’s CONSTITUTE A REQUEST FOR INFORMATION ONLY.
3.DO NO SUBMIT RFI’s
a.TO REQUEST APPROVAL OF SUBSTITUTIONS
b.TO REQUEST CHANGES KNOWN TO INCLUDE CHANGES TO CONTRACT SUM OR CONTRACT TIME
c.TO REQUEST APPROVAL OF SUBMITTALS, REFER TO SECTION 01300
d.TO SUBMIT PROJECT RECORD DOCUMENTS, REFER TO SECTION 017700
B SUBMITTAL PROCEDURES
1.SUBMIT RFI’s ON CONTRACTOR’S STANDARD FORM
a.MULTIPLE SUBJECT REQUESTS IN ONE RFI WILL BE DENIED, CONTRACTOR SHALL RESUBMIT EACH SUBJECT REQUEST
INDIVIDUALLY
2.INCLUDE OF EACH RFI:
a.NAME OF CONTRACTOR.
b.PROJECT NAME
c.DATE SUBMITTED
d.SEQUENTIAL RFI NUMBER
e.APPLICABLE DRAWING SHEET AND DETAIL NUMBERS OR SPECIFICATION SECTION NUMBERS
f.DATE WHEN RESPONSE IS REQUIRED TO AVOID IMPACT ON CONSTRUCTION SCHEDULE AND CONSTRUCTION COST.
3.REVIEW AND SIGN RFI’s SUBMITTED BY SUBCONTRACTORS, SUB-SUBCONTRACTORS, OR SUPPLIERS PRIOR TO SUBMITTAL TO
PROJECT MANAGER.
4.MAINTAIN LOG OF RFI’s SHOWING RFI NUMBER AND CURRENT STATUS OF EACH RFI.
5.WHEN RFI’s REQUIRE SUBMITTAL OF DRAWINGS, FOLLOW SUBMITTAL PROCEDURES SPECIFIED FOR SHOP DRAWINGS IN
SECTION 01300.
6.SUBMIT ONE COPY TO SBSA.
a.FOR DIGITAL SUBMISSION OF RFI, PDF FORMAT ONLY IS REQUIRED, AND PREFERRED.
7.ALLOW MINIMUM 7 BUSINESS DAYS FOR PROJECT MANAGER’S REVIEW AND RESPONSE TO EACH RFI.
C PRODUCTS
1.NOT USED
D EXECUTION
1.NOT USED
END OF SECTION 012613
SECTION 01300 – ADMINISTRATIVE REQUIREMENTS
1 GENERAL
A SCOPE
1.SUBMITTALS SHALL BE PROVIDED FOR ALL PRODUCTS
2.SUBMITTALS SHALL CONSIST OF SHOP DRAWINGS, SAMPLES, AND PRODUCT DATA FOR ITEMS AS CALLED FOR IN THE
CONSTRUCTION DOCUMENTS.
B SUBMITTAL PROCEDURES
1.COORDINATE EACH SUBMITTAL WITH FABRICATION, PURCHASING, TESTING, DELIVER, OTHER SUBMITTALS, AND RELATED
ACTIVITIES THAT REQUIRES SEQUENTIAL ACTIVITY.
a.OWNER WILL DISCARD SUBMITTALS RECEIVED FROM SOURCES THAN THE PRIME CONTRACTOR.
b.SBSA WILL NOT REVIEW ANY SUBMITTAL UNLESS RECEIVED FROM THE PRIME CONTRACTOR OR UNLESS AGREED TO
OTHERWISE IN WRITING BETWEEN SBSA AND THE PRIME CONTRACTOR.
c.THREE (3) COPIES OF EACH SUBMITTAL ARE REQUIRED. THE OWNER WILL ALWAYS RETAIN ONE (1) COPY. SUBMITTING
THREE (3) COPIES WILL RESULT IN TWO BEING RETURNED AND WOULD BE ADVISABLE WITH A SIGNED COPY IS NEEDED
FOR A SUBCONTRACTOR.
d.DIGITAL SUBMISSION OF SUBMITTALS CAN BE COMPLETED IN LIEU OF PHYSICAL SUBMITTAL SUBMISSION. REVIEWED AND
DIGITALLY SIGNED SUBMITTALS SHALL BE RECOGNIZED AS A DIRECT EQUAL TO A PHYSICAL COPY. IN DOING SO,
APPROVED SUBMITTALS SHALL BE PROVIDED TO OWNERSHIP AS PART OF THE PROJECT MANUAL UPON COMPLETION.
2.PLACE A PERMANENT LABEL OR TITLE BLOCK ON EACH SUBMITTAL FOR IDENTIFICATION. PROVIDE A 6- BY 8-INCH BLANK
SPACE ON THE LABEL OR BESIDE THE TITLE BLOCK TO RECORD REVIEW AND APPROVAL MARKINGS AND ACTION TAKEN.
INCLUDE THE FOLLOWING INFORMATION ON THE LABEL.
a.PROJECT NAME
b.DATE
c.NAME AND ADDRESS OF CONTRACTOR
d.NAME AND ADDRESS OF SUBCONTRACTOR OR SUPPLIER
e.NUMBER AND TITLE OF APPROPRIATE SPECIFICATION SECTION
(a)SEQUENTIALLY NUMBERED AFTER SPECIFICATION SECTION
(b)DO NOT DUPLICATE SUBMITTAL SEQUENCE NUMBERS FOR DIFFERENT PRODUCTS
f.COMPATIBILITY: CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL SURFACES TO RECEIVE MATERIALS ARE NOT
DETRIMENTAL TO PROPER APPLICATIONS OF ALL MATERIALS AND THAT NO ERRORS OR DEFECTS EXIST WHICH WOULD
RESULT IN POOR OR POTENTIALLY DEFECTIVE APPLICATIONS OR CAUSE LATENT DEFECTS IN WORKMANSHIP OR
INSTALLED MATERIALS.
g.DELIVERY, STORAGE, AND HANDLING: ALL PRODUCTS SHALL BE DELIVERED TO THE JOB SITE IN CLEARLY LABELED AND
UNOPENED CONTAINERS. MOISTURE- OR TEMPERATURE-SENSITIVE PRODUCTS SHALL BE MAINTAINED IN DRY STORAGE
AREAS OR PROPERLY COVERED AND/OR TEMPERED. THE PROPER STORAGE OF MATERIALS IS THE SOLE RESPONSIBILITY
OF THE CONTRACTOR AND ANY WET, DAMAGED, OR TEMPERATURE COMPROMISED MATERIALS SHALL BE DISCARDED
AND REPLACED PRIOR TO APPLICATION, AND AT NO EXPENSE OR ADDITIONAL COST TO THE OWNER.
C SUBSTITUTIONS:
1.IN ORDER TO ESTABLISH STANDARDS OF QUALITY, THE NOTES/SPECIFICATIONS HEREIN MAY HAVE REFERRED TO CERTAIN
PRODUCTS BY NAME. THIS PROCEDURE IS NOT TO BE CONSTRUED AS ELIMINATING FROM COMPETITION OF OTHER
PRODUCTS THAT ARE OF EQUAL OR BETTER QUALITY BY OTHER MANUFACTURERS WHERE FULLY SUITABLE IN DESIGN.
HOWEVER, IN CONTRACTOR DOES DESIRE TO MAKE SUBSTITUTIONS, THE FOLLOW SHALL BE OBSERVED:
a.CONTRACTOR SHALL FURNISH THE COMPLETE LIST OF PROPOSED DESIRED SUBSTITUTIONS IN A TIMELY MANNER,
TOGETHER WITH SUCH ENGINEERING, CATALOG, AND PERFORMANCE HISTORY DATA AS SBSA MAY REQUIRE.
b.CONTRACTOR SHALL ABIDE BY SBSA’S JUDGEMENT WHEN PROPOSED MATERIALS OR ITEMS OF EQUIPMENT ARE JUDGED
TO BE UNACCEPTABLE AND SHALL FURNISH THE SPECIFIED MATERIAL OR ITEM OF EQUIPMENT IN SUCH CASE. ALL
PROPOSALS FOR SUBSTITUTIONS SHALL BE MADE IF WRITING TO SBSA BY CONTRACTOR AND NOT BY ANY
SUBCONTRACTORS OR SUPPLIERS. SBSA WILL APPROVE OR DISAPPROVE PROPOSED SUBSTITUTIONS IN WRITING WITHIN
A REASONABLE TIME. NO SUBSTITUTE MATERIALS SHALL BE USED UNLESS APPROVED BY SBSA IN WRITING.
2.CONTRACTOR SHALL INCLUDE AND COMPLETE THE CONSTRUCTION SPECIFICATION INSTITUTE (CSI) SUBSTITUTION FORM
FOR ANY SUBSTITUTION SUBMITTAL THAT DEVIATES FROM THE PROJECT SPECIFICATIONS. SUBSTITUTIONS SUBMITTED WITH
OUT THIS FORM WILL BE REJECTED.
a.CSI FORM 1.5C
2 PRODUCTS
A ACTION SUBMITTALS
1.PRODUCT DATA: MARK EACH COPY TO SHOW APPLICABLE CHOICES AND OPTIONS. INCLUDE THE FOLLOWING:
a.DATA INDICATING COMPLIANCE WITH SPECIFIED STANDARDS AND REQUIREMENTS
b.NOTATION OF COORDINATION REQUIREMENTS.
c.FOR EQUIPMENT, INCLUDE RATED CAPACITIES, DIMENSIONS, WEIGHTS, REQUIRED CLEARANCES, AND FURNISHED
SPECIALTIES AND ACCESSORIES.
2.SHOP DRAWINGS:
a.PREPARE PROJECT SPECIFIC INFORMATION, DRAWN ACCURATELY TO SCALE SUFFICIENT TO SHOW PERTINENT ASPECTS,
INCLUDE FABRICATIONS, LAYOUT, ANCHORAGE, AND INSTALLATION DETAILS. DO NOT BASE SHOP DRAWINGS ON
REPRODUCTIONS OF THE CONTRACT DOCUMENTS OR STANDARD PRINTED DATA.
(a)SEAL AND SIGNATURE OF PROFESSIONAL ARCHITECT / ENGINEER IF SPECIFIED
(b)REPRODUCING AND SUBMITTING THE ARCHITECT / ENGINEER’S DRAWINGS A ‘SHOP DRAWING’ WILL NOT BE
PERMITTED.
3.SAMPLES
a.SUBMIT SAMPLES OF THE PRODUCT, WITH INTEGRAL PARTS AND ATTACHMENT DEVICES, COORDINATE SUBMITTALS FOR
INTERFACING WORK. IDENTIFY EACH SAMPLE.
b.SUBMIT SAMPLES FOR REVIEW OF KIND, COLOR, PATTERN, AND TEXTURE FOR A CHECK OF THESE CHARACTERISTICS
WITH OTHER ELEMENTS AND FOR A COMPARISON OF THESE CHARACTERISTICS BETWEEN SUBMITTAL AND ACTUAL
COMPONENT AS DELIVERED AND INSTALLED.
c.SAMPLES FOR COLOR SELECTION: SUBMIT TWO FULL SET(S) OF MANUFACTURER’S COLOR CHARTS CONSISTING OF UNITS
OF SECTIONS OF UNITS SHOWING THE FULL RANGE OF COLORS, TEXTURES, AND PATTERNS AVAILABLE TO THE
OWNER/OWNER’S REPRESENTATIVE FOR SELECTION.
(a)CONTRACTOR SHALL OBTAIN A SIGN OFF FOR THE OWNER/OWNER’S REPRESENTATIVE OF THE CHOSEN SELECTION.
4.REQUIRED SUBMITTALS: THE FOLLOWING IS NOT AN EXHAUSTIVE LIST OF SUBMITTALS. CONTRACTOR SHALL SUBMIT ON ALL
MATERIALS FOR THE PROJECT.
a.MOBILIZATIONS AND STAGING PLAN
b.WEATHER RESISTIVE BARRIERS
c.CONCRETE FLATWORK
d.CONCRETE MIX DESIGNS
e.MASONRY VENEER, MORTAR, AND ACCESSORIES
f.METAL LATH, CASINGS, AND WEEPS
g.PRE-FINISHED SHEET METAL
h.PRE-FINISHED SHEET METAL FLASHINGS
i.FLEXIBLE FLASHINGS
j.SELF-ADHERED FLASHINGS
k.JOINT SEALANTS AND BACKING MATERIAL
l.PVC PIPES, AREA INLETS, AND EDGING MATERIALS
B DELEGATED DESIGN
1.PERFORMANCE AND DESIGN CRITERIA: WHERE PROFESSIONALLY DESIGN SERVICES OR CERTIFICATIONS BY A DESIGN
PROFESSIONAL ARE SPECIFICALLY REQUIRED OF CONTRACTOR BY THE CONTRACT DOCUMENTS, PROVIDE PRODUCTS AND
SYSTEMS COMPLYING WITH SPECIFIC PERFORMANCE AND DESIGN CRITERIA INDICATED. IF CRITERIA INDICATED ARE NOT
SUFFICIENT TO PERFORM SERVICES OR CERTIFICATION REQUIRED, SUBMIT A WRITTEN REQUEST FOR ADDITIONAL
INFORMATION TO ENGINEER.
2.DELEGATED DESIGN SUBMITTAL: IN ADDITION TO SHOP DRAWINGS, SAMPLES AND PRODUCT DATA, SUBMIT THREE (3) COPIES
(OR PDF SUBMISSION) OF CONSTRUCTION DOCUMENTS, SIGNED AND SEALED BY THE RESPONSIBLE DESIGN PROFESSIONAL,
FOR EACH PRODUCT AND SYSTEM SPECIFICALLY ASSIGNED TO CONTRACTOR, TO BE DESIGNED OR CERTIFIED BY A DESIGN
PROFESSIONAL TO INDICATE THAT PRODUCTS AND SYSTEMS COMPLY WITH PERFORMANCE AND DESIGN CRITERIA IN THE
CONTRACT DOCUMENTS. INCLUDE LIST OF CODES, LOADS, AND OTHER FACTORS USED IN PERFORMING THESE SERVICES.
END OF SECTION 01300
Section 01500 – TEMPORARY FACILITIES AND CONTROLS
1 GENERAL
A SECTION REQUIREMENTS
1.OWNER TO DETERMINE LOCATIONS AND METERING OF PRIMARY POWER USE DURING ALL PHASES OF CONSTRUCTION. ALL
POWER CONNECTIONS WILL BE ACCOMPLISHED PER THE CURRENT NATIONAL ELECTRICAL CODE (NEC) AND PROPERLY
PERMITTED WITH LOCAL JURISDICTION. CONTRACTOR WILL PAY ALL FEES ASSOCIATED WITH CONNECTIONS AND USAGE.
GENERATORS ARE AN ACCEPTABLE SECONDARY SOURCE OF POWER ONLY IF THE WORK DOES NOT PERMIT CONNECTION TO
THE BUILDING POWER PANEL AND MEASURES ARE TAKEN FOR SAFE OPERATION.
2 PRODUCTS
A EQUIPMENT
1.HEATING EQUIPMENT: UNLESS OWNER AUTHORIZES USE OF PERMANENT HEATING SYSTEM; PROVIDE VENTED, SELF
CONTAINED HEATERS WITH CONTROLS.
2.WHERE NECESSARY/REQUIRED, PROVIDE TEMPORARY TENTING AND HEATING REQUIRED FOR CURING OR DRYING OF
COMPLETED INSTALLATION OR FOR PROTECTING INSTALLED CONSTRUCTION FROM ADVERSE EFFECTS OF LOW
TEMPERATURES OR HIGH HUMIDITY. SELECT EQUIPMENT THAT WILL NOT HAVE A HARMFUL EFFECT OF COMPLETED
INSTALLATION OR ELEMENTS BEING INSTALLED.
3.USE OF GASOLINE-BURNING SPACE HEATERS, OPEN-FLAME-HEATERS, OR SALAMANDER-TYPE HEATING UNITS IS PROHIBITED.
4.HEATING UNITS: LISTED AND LABELED, BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, AND
MARKED FOR INTENDED USE. UNDERWRITER’S LABORATORY STICKERS MUST BE CLEARLY IN PLACE ON ANY HEATING
EQUIPMENT.
5.FIRE WATCH OR OTHER CONSIDERATIONS ARE THE GENERAL DUTY OF THE GENERAL CONTRACTOR. THE GENERAL
CONTRACTOR SHALL ENSURE ALL PRECAUTIONS AND SAFE HANDLING USE MEASURES ARE ADHERED TO BY CONSTRUCTION
TEAM.
3 EXECUTION
A TEMPORARY RESTROOM FACILITIES
1.SANITARY FACILITIES: THE CONTRACTOR’S EMPLOYEES SHALL USE THE TOILET FACILITIES LOCATED WITHIN THE UNIT(S)
RENTED BY THE CONTRACTOR. CONTRACTOR’S EMPLOYEES MAY NOT USE THE RESTROOM FACILITIES LOCATED WITHIN THE
BUILDING/UNITS NOT RENTED BY THE CONTRACTOR.
B TEMPORARY SUPPORT FACILITIES
1.PROVIDE FIELD OFFICES, STORAGE AND FABRICATION SHEDS, AND OTHER SUPPORT FACILITIES AS NECESSARY FOR
CONSTRUCTION OPERATIONS.
2.PROVIDE FIELD OFFICES, STORAGE AND FABRICATION SHEDS, AND OTHER SUPPORT FACILITIES AS NECESSARY FOR
CONSTRUCTION OPERATIONS.
3.PROVIDE WASTE-COLLECTION CONTAINERS IN SIZES ADEQUATE TO HANDLE WASTE FROM CONSTRUCTION OPERATIONS.
a.ALL CONSTRUCTION DEBRIS AND MATERIAL WILL BE PLACED IN DUMPSTERS OR OTHER SUITABLE CONTAINERS ON A
DAILY BASIS. DEBRIS WILL ONLY BE STORED IN CONTAINERS APPROVED BY THE OWNER. IF AN ISSUE ARISES, THE
DUMPSTERS WILL BE EMPTIED UPON OWNER REQUEST WITHIN 24 HOURS.
b.THE CONTRACTOR IS ALLOWED TO STORE MATERIAL AND DUMPSTERS IN PARKING SPACES AS APPROVED BY THE
OWNER, OR IN OTHER SUCH LOCATIONS DEEMED APPROPRIATE BY AGREEMENT WITH THE OWNER.
c.ADDITIONAL STORAGE OF DUMPSTERS AND MATERIAL CAN BE LOCATED AROUND BUILDINGS UPON WRITTEN OWNER
APPROVAL.
d.STORAGE IN ROADWAYS WILL ONLY BE ALLOWED IN LIMITED LOCATIONS UPON OWNER APPROVAL, AND SHALL NOT
INTERFERE WITH TENANTS USE.
e.WASTE DISPOSAL WILL COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.
4.NO SMOKING IS ALLOWED ON THE PROJECT SITE.
5.THE USE OF RADIOS OR OTHER AUDIO/VISUAL DEVICES IS NOT ALLOWED ON THE PROJECT BY THE GENERAL CONTRACTOR
OR THE SUBCONTRACTORS.
C TEMPORARY SECURITY AND PROTECTION FACILITIES
1.PROVIDE TEMPORARY ENVIRONMENTAL PROTECTION, OPERATE TEMPORARY FACILITIES, AND CONDUCT CONSTRUCTION IN
WAYS AND METHODS THAT COMPLY WITH ENVIRONMENTAL REGULATIONS AND THAT MINIMIZE POSSIBLE AIRE, WATERWAY,
AND SUBSOIL CONTAMINATION OR POLLUTION OR OTHER UNDESIRABLE EFFECTS.
2.PROVIDE MEASURES TO MINIMIZE SOIL EROSION AND DISCHARGE OF SOIL-BEARING WATER RUNOFF AND AIRBORNE DUST TO
ADJACENT PROPERTIES AND WALKWAYS, ACCORDING TO REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.
3.PROVIDE TEMPORARY ENCLOSURES FOR PROTECTION OF CONSTRUCTION AND WORKERS FROM INCLEMENT WEATHER AND
FOR CONTAINMENT OF HEAT.
4.COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION FOR ERECTING STRUCTURALLY ADEQUATE
BARRICADES, INCLUDING WARNING SIGNS AND LIGHTING.
5.FURNISH AND INSTALL SITE ENCLOSURE FENCE IN A MANNER THAT WILL PREVENT PEOPLE AND ANIMALS FROM EASILY
ENTERING SITE EXCEPT BY ENTRANCE GATES.
6.INSTALL AND MAINTAIN TEMPORARY FIRE-PROTECTION FACILITIES. COMPLY WITH NFPA 241
END OF SECTION 01500
G1.02
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JOB NUMBER:
DRAWING SCALE:
NO
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COPYRIGHT:
These drawings are an instrument of service and are
the property of SBSA, LLC.
They may not be duplicated, disclosed, or reproduced
without the expressed written consent of SBSA, LLC.
Copyrights and infringements will be enforced and
prosecuted.
5926 McIntyre Street
Golden, Colorado 80403
Ph: (877) 221-7272
321099.00
NTS
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SECTION 01600 – PRODUCT REQUIREMENTS
1 GENERAL
A SECTION REQUIREMENTS
1.THE TERM “PRODUCT” INCLUDES THE TERMS “MATERIAL,” “EQUIPMENT,” “SYSTEM,” AND TERMS OF SIMILAR INTENT.
2.PRODUCT SUBSTITUTIONS: SUBSTITUTIONS INCLUDE CHANGES IN PRODUCTS, MATERIALS, AND EQUIPMENT FROM THOSE
REQUIRED BY THE CONTRACT DOCUMENTS AND PROPOSED BY CONTRACTOR AFTER NOTICE TO PROCEED.
a.COMPLY WITH SUBMITTAL REQUIREMENTS LISTED IN SECTION 01300 – ADMINISTRATIVE REQUIREMENTS.
3.DELIVER, STORE, AND HANDLE PRODUCTS USING MEANS AND METHODS THAT WILL PREVENT DAMAGE, DETERIORATION AND
LOSS, INCLUDING THEFT. COMPLY WITH MANUFACTURERS WRITTEN INSTRUCTIONS.
a.SCHEDULE DELIVERY TO MINIMIZE LONG-TERM STORAGE AT PROJECT SITE AND TO PREVENT OVERCROWDING OF
CONSTRUCTION SPACES.
b.DELIVER PRODUCTS TO PROJECT SITE IN MANUFACTURER’S ORIGINAL SEALED CONTAINER OR PACKAGING, COMPLETE
WITH LABELS AND INSTRUCTIONS FOR HANDLING, STORING, UNPACKING, PROTECTING, AND INSTALLING.
c.INSPECT PRODUCTS ON DELIVERY TO ENSURE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND TO ENSURE THAT
PRODUCTS ARE UNDAMAGED AND PROPERLY PROTECTED.
d.STORE MATERIALS IN A MANNER THAT WILL NOT ENDANGER PROJECT STRUCTURE.
e.STORE PRODUCTS THAT ARE SUBJECT TO DAMAGE BY THE ELEMENTS, UNDER COVER IN A WEATHER TIGHT ENCLOSURE
ABOVE GROUND, WITH VENTILATION AND ADEQUATE TO PREVENT CONDENSATION.
2 PRODUCTS
A PRODUCT OPTIONS
1.PRODUCT SELECTION PROCEDURES
a.WHERE SPECIFICATION NAME A REQUIRED PRODUCT INCLUDE A LISTED MANUFACTURER, PROVIDE THE NAMED
PRODUCT. COMPLY WITH PROVISIONS OF “SECTION 01300” FOR CONSIDERATION OF AN UNNAMED PRODUCT BY ANOTHER
MANUFACTURER.
3 EXECUTION
A UNLESS OTHERWISE INDICATED, OWNER WILL SELECT IN WRITING THE COLOR, PATTERN, AND TEXTURE OF EACH PRODUCT
FROM MANUFACTURER’S FULL RANGE OF OPTIONS THAT INCLUDE BOTH STANDARD AND PREMIUM ITEMS (COLOR SELECTION
AVAILABILITIES TO BE PROVIDED BY THE CONTRACTOR AND SELECTED AND APPROVED IN WRITING BY THE OWNER).
END OF SECTION 01600
SECTION 017700 – EXECUTION AND CLOSEOUT REQUIREMENTS
1 GENERAL (NOT APPLICABLE)
2 PRODUCTS (NOT APPLICABLE)
3 EXECUTION
A EXAMINATION AND PREPARATION
1.EXAMINE SUBSTRATES AND CONDITIONS FOR COMPLIANCE WITH MANUFACTURER’S WRITTEN REQUIREMENTS INCLUDING,
BUT NOT LIMITED TO, SURFACES THAT ARE SOUND, LEVEL, PLUMB, SMOOTH, CLEAN, DRY, AND FREE OF DELETERIOUS
SUBSTANCES; SUBSTRATES WITHIN INSTALLATION TOLERANCES; AND APPLICATION CONDITIONS WITHIN ENVIRONMENTAL
LIMITS. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
2.TAKE FIELD MEASUREMENTS AS REQUIRED TO FIT THE WORK PROPERLY. WHERE FABRICATED PRODUCTS ARE TO BE FITTED
TO OTHER CONSTRUCTION, VERIFY DIMENSIONS BY FIELD MEASUREMENT BEFORE FABRICATION AND, WHEN POSSIBLE,
ALLOW FOR FITTING AND TRIMMING DURING INSTALLATION.
B CUTTING
1.DO NOT CUT STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF ENGINEER.
C INSTALLATION
1.COMPLY WITH ALL APPLICABLE REGULATIONS AND CODES INCLUDING BUT NOT LIMITED TO LOCAL, CITY, COUNTY, STATE,
AND FEDERAL REGULATIONS.
2.COMPLY WITH MANUFACTURERS WRITTEN INSTRUCTIONS FOR INSTALLATION. ANCHOR EACH PRODUCT SECURELY IN PLACE,
ACCURATELY LOCATED, AND ALIGNED WITH OTHER PORTIONS OF THE WORK. CLEAN EXPOSED SURFACES AND PROTECT
FROM DAMAGE.
3.FIELD-VERIFY ALL DIMENSIONS BEFORE MATERIAL/PRODUCT FABRICATION OR INSTALLATION BEGINS.
4.CLEAN PROJECT SITE AND WORK AREAS DAILY, INCLUDING COMMON AREAS.
D FINAL CLEANING
1.COMPLETE THE FOLLOWING CLEANING OPERATIONS BEFORE REQUESTING INSPECTIONS FOR CERTIFICATION OF
SUBSTANTIAL COMPLETION:
a.REMOVE LABELS THAT ARE NOT INTENDED TO BE PERMANENT.
b.REPAIR ANY DAMAGE THAT IS A RESULT OF THE CONTRACTORS WORK TO PRE-EXISTING CONDITIONS.
c.CLEAN TRANSPARENT MATERIALS, INCLUDING GLASS. REMOVE EXCESS GLAZING COMPOUNDS. REPLACE CHIPPED OR
BROKEN GLASS.
d.CLEAN EXPOSED FINISHES TO A DUST-FREE CONDITION, FREE OF STAINS, FILMS, AND FOREIGN SUBSTANCES.
e.CLEAN PROJECT SITE, YARD, AND GROUNDS, IN AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. SWEEP PAVED AREAS;
REMOVE STAINS, SPILLS, AND FOREIGN DEPOSITS.
E SUBSTANTIAL COMPLETION
1.CONTRACTOR SHALL:
a.COORDINATE AND PARTICIPATE IN A SUBSTANTIAL COMPLETION OBSERVATION WITH SBSA.
(a)THIS OBSERVATION SHALL NOT SERVE TO REPLACE, OR BE CONSTRUED AS, ANY PUNCH WALKS BETWEEN THE
CONTRACTOR AND THE OWNER.
b.REPAIR, MODIFY, AND/OR REPLACE WORK PER SBSA IN ORDER TO ACHIEVE SUBSTANTIAL COMPLETION.
(a)ANY IDENTIFIED NON-CONFORMANCES DOCUMENTED BY SBSA SHALL BE REMEDIED, AND PROOF OF REMEDY SHALL
BE PROVIDED TO SBSA.
END OF SECTION 01700
SECTION 01732 – SELECTIVE DEMOLITION
1 GENERAL
A SECTION REQUIREMENTS
1.COMPLY WITH EPA AND HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION.
2.DEMOLITION TO COMPLY WITH ALL APPLICABLE LOCAL, CITY, COUNTY, AND STATE REQUIREMENTS.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION OF ALL SITE ELEMENTS REQUIRED TO COMPLETE THE WORK.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE SCOPE AND METHODS OF DEMOLITION PRIOR TO
COMMENCEMENT OF WORK.
5.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL SITE ELEMENTS ADJACENT TO AREAS OF DEMOLITION.
a.CONTRACTOR TO PROVIDE A WRITTEN DEMOLITION AND DISPOSAL PLAN OR PROPOSAL (WITH DRAWINGS AND
SCHEMATICS AS NECESSARY) FOR SUBMITTAL AND APPROVAL AND PERMITTING (WHERE REQUIRED) BY APPROPRIATE
GOVERNING JURISDICTIONS. PLANS SHALL BE SUBMITTED TO SBSA AND ALSO TO THE GOVERNING AUTHORITY. THE PLAN
SHALL ACCOUNT FOR DEMOLITION, TEMPORARY STORAGE IF NECESSARY, AND DISPOSAL OF THE FOLLOWING ITEMS:
(a)SIDING, STONE VENEER SYSTEMS, AND ELEVATED DECK MATERIALS TO BE DEMOLISHED AS INDICATED ON PLANS AND
DETAILS.
(i)NOTE CAREFUL REMOVAL OF SIDING SHALL BE COMPLETED. CONTRACTOR TO STORE AND REINSTALL SIDING.
(b)ADDITIONAL MISCELLANEOUS MATERIALS AS NECESSARY.
B COORDINATION
1.COORDINATE DEMOLITION AND REMOVAL OPERATIONS WITH THE TOTALITY OF THE WORK.
2.LATENT CONDITIONS: NOTIFY THE ARCHITECT / ENGINEER OF ANY DAMAGED MATERIALS OR POTENTIAL BIOLOGICAL
GROWTH.
3.DO NOT REMOVE EXISTING MATERIALS WHEN PRECIPITATION IS IMMINENT.
C OPERATIONS
1.STAGING AND LAYDOWN AREA ON THE PROPERTY IS VERY LIMITED. COORDINATE LOCATION OF STORAGE, CONSTRUCTION
TRAILER AND OTHER OPERATIONAL ITEMS WITH THE OWNER / OWNER’S REPRESENTATIVE.
2.LOCATE THE DUMPSTER(S) IN THE AREA(S) DIRECTED BY THE OWNER / OWNER’S REPRESENTATIVE.
2 DEMOLITION
A FOLLOW OSHA GUIDELINES FOR SAFETY ON THE JOB SITE.
1.PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO
ADJACENT BUILDING, GROUNDS AND FACILITIES TO REMAIN.
2.PROVIDE AND MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS REQUIRED PRESERVING STABILITY AND
PREVENTING MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND FINISHES TO REMAIN OR CONSTRUCTION
BEING DEMOLISHED.
3.PROVIDE TEMPORARY WEATHER PROTECTION TO PREVENT WATER LEAKAGE AND DAMAGE TO STRUCTURE AND INTERIOR
AREAS DURING DEMOLITION AND INSTALLATION.
4.PROVIDE TEMPORARY PROTECTION/BARRICADES TO CAPTURE AND CONTAIN AND SIGNIFICANTLY REDUCE THE LIKELIHOOD
FOR CONSTRUCTION DEBRIS AND OTHER MATERIALS TO LITTER SURROUNDING SITES OR PROPERTIES.
5.NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED AND PROVIDE SOLID BACK UP
FOR REPLACEMENT (MINIMUM 2 STUDS FOR BEARING CONDITIONS, 3/4-INCH). USE CUTTING METHODS LEAST LIKELY TO
DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION.
6.PROMPTLY REMOVE DEMOLISHED MATERIALS FROM OWNER’S PROPERTY AND LEGALLY DISPOSE OF THEM. DO NOT BURN
DEMOLISHED MATERIALS.
3 BIO-GROWTH
A CONTRACTOR SHALL COORDINATE WITH THE ENGINEER FOR OBSERVATION AND DOCUMENTATION.
4 DAMAGE
A CONTRACTOR SHALL DOCUMENT DAMAGED EXISTING COMPONENTS WITHIN SCOPE OF REPAIR AND NOTIFY ENGINEER PRIOR TO
REPLACING EXISTING COMPONENT.
5 DISPOSAL
A STOCKPILING DEBRIS IS NOT PERMITTED.
B PROMPTLY REMOVE DEMOLISHED MATERIALS FROM THE SITE AND LEGALLY DISPOSE OF DEBRIS, RUBBISH AND OTHER
MATERIALS RESULTING FROM DEMOLITION OPERATIONS.
C FULLY LOADED DUMPSTERS SHALL BE PROMPTLY COVERED AND REMOVED FROM THE JOBSITE.
D AT THE END OF THE WORKDAY, ALL PARTIALLY FILLED DUMPSTERS SHALL BE SECURELY COVERED, OR REMOVED FROM THE
JOBSITE.
END OF SECTION 01732
SECTION 022113 – SITE SURVEY
A SUMMARY OF WORK
1.CONTRACTOR SHALL PROVIDE ALL SITE SURVEYING REQUIRED TO COMPLETE THE WORK.
END OF SECTION 022113
SECTION 022113.13 – BOUNDARY AND SURVEY MARKERS
A SUMMARY OF WORK
1.THE CONTRACTOR IS REQUIRED TO FOLLOW COLORADO STATE LAW REGARDING SURVEY MONUMENTS.
2.FOR FURTHER INFORMATION, CONTACT THE CITY SURVEYOR.
END OF SECTION 022113.13
SECTION 312219 – FINISH GRADING
A SUMMARY OF WORK
1.MINIMUM SLOPE
a.ALL GRADING SHALL SLOPE AWAY FROM THE BUILDING FOUNDATIONS SO THAT SURFACE WATER IS DIRECTED AWAY
FROM THE FOUNDATION.
b.A MINIMUM SLOPE OF 10% IN THE FIRST 10-FEET IS RECOMMENDED.
c.MINIMUM SLOPE OF 5% ADJACENT TO BUILDING FOUNDATIONS MAY BE USED WHERE A 10% SLOPE CANNOT BE ACHIEVED.
WRITTEN APPROVAL BY THE ENGINEER IS REQUIRED WHERE GRADING DEVIATES FROM THESE PLANS.
d.A MINIMUM SLOPE OF 2% DIRECTED TOWARDS A PROPER POINT OF DISCHARGE IS REQUIRED ON ALL AREAS OF FINISHED
GRADE AT THE SITE.
2.MAXIMUM SLOPES
a.ALL AREAS OF LANDSCAPE ROCK, SOD, AND DECORATIVE MULCH SHALL HAVE A MAXIMUM SLOPE OF 3:1.
b.RETAINING WALLS ARE REQUIRED AT LOCATIONS WHERE A MAXIMUM SLOPE OF 3:1 CANNOT BE ACHIEVED
3.MINIMUM CLEARANCES
a.FINISHED GRADE SHALL MAINTAIN A MINIMUM CLEARANCE OF 4-INCHES TO MASONRY VENEER.
b.FINISHED GRADE SHALL MAINTAIN A MINIMUM CLEARANCE OF 6-INCHES TO SIDING AND TRIM.
c.FINISHED GRADE SHALL MAINTAIN A MINIMUM CLEARANCE OF 6-INCHES TO ANY UNTREATED WOOD PRODUCTS.
END OF SECTION 312219
SECTION 312313 – SUBGRADE PREPARATION
A SUMMARY OF WORK
1.REQUIRED SUBMITTALS
a.CONTRACTOR SHALL PROVIDE SOIL COMPACTION AND MOISTURE CONTENT TESTING THROUGH A QUALIFIED
GEOTECHNICAL ENGINEER OR MATERIALS TESTING FIRM.
b.CONTRACTOR SHALL PROVIDE SOILS TESTING INFORMATION FOR ALL AREAS OF CONSTRUCTION AND PROVIDE REPORTS
FOR THE ENGINEERS REVIEW AND APPROVAL.
2.COMPACTION
a.NON-STRUCTURAL AREAS AND AREAS ADJACENT TO THE BUILDING FOUNDATIONS SHALL BE COMPACTED TO 90%
MAXIMUM DRY DENSITY WITH MOISTURE CONTENT OF -2 TO +2% PER ASTM D689.
b.STRUCTURAL AREAS, SUBGRADE BELOW RETAINING WALLS, BUILDING FOUNDATIONS OR BELOW OTHER SITE ELEMENTS
AND AREAS BELOW PAVING AND SLAB ON GROUND CONSTRUCTION SHALL BE COMPACTED TO 95% DRY DENSITY WITH
MOISTURE CONTENT OF -2 TO +2% PER ASTM D689.
3.UNSUITABLE MATERIALS
a.UNSUITABLE MATERIALS ENCOUNTERED IN THE SUBGRADE, ROADWAY, OR EMBANKMENT FOUNDATION THAT ARE
DETERMINED TO BE DETRIMENTAL TO THE ROADWAY OR EMBANKMENT SHALL BE REMOVED TO THE DEPTH AND EXTENTS
DIRECTED BY THE ENGINEER.
b.THE EXCAVATED AREA SHALL BE BACKFILLED TO THE FINISHED GRADED SECTION WITH APPROVED STRUCTURAL
BACKFILL MATERIAL.
c.MATERIALS THAT CONTAIN ORGANICS OR THAT CANNOT BE DRIED OR MOISTURE CONDITIONED, THEN COMPACTED TO
THE REQUIRED DENSITY SHALL BE DISPOSED OF AND SHALL NOT BE REUSED AS EMBANKMENT FILL.
d.MATERIALS THAT DON’T CONTAIN ORGANICS AND THAT CAN BE DRIED OR MOISTURE CONDITIONED AND COMPACTED TO
THE REQUIRED DENSITY MAY BE REUSED AS EMBANKMENT FILL.
END OF SECTION 312313
SECTION 312333 – TRENCHING AND BACKFILLING
A SUMMARY OF WORK
1.TRENCHING AND BACKFILLING
a.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRENCHING REQUIRED FOR COMPLETION OF WORK.
b.CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN AND ALL ASPECTS OF SAFETY FOR TRENCHING AT THE SITE.
c.ALL TRENCHES SHALL BE IN COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, OSHA 2226-10R,
TRENCHING AND EXCAVATION SAFETY, AND ALL OTHER OSHA STANDARDS FOR TRENCHES AND EXCAVATIONS.
END OF SECTION 312333
SECTION 330531.11 – POLYVINYL CHLORIDE PIPE
A SUMMARY OF WORK
1.ALL PIPE USED FOR GRAVITY STORM SEWER APPLICATIONS SHALL BE PVC PIPE.
2.ALL MATERIALS USED FOR PVC PIPE INSTALLATION SHALL BE SUBMITTED FOR REVIEW BY THE ENGINEER.
3.MATERIAL SPECIFICATIONS
a.PIPE
(a)ALL PVC PIPE SHALL BE EITHER SCHEDULE 40 PIPE OR SDR 35 PIPE.
(b)SCHEDULE 40 PIPE SHALL BE IN COMPLIANCE WITH ASTM D 1785.
(c)SDR 35 PIPE SHALL BE IN COMPLIANCE WITH ASTM D3034.
(d)ALL PVC PIPE SHALL BE MANUFACTURED FOR USE AS GRAVITY SEWER PIPES.
b.AREA INLET
(a)NDS – 12 X 12 CATCH BASIN.
(i)PRODUCTS 1200 – 1204.
(ii)OUTLET FITTINGS AS REQUIRED.
(b)OR APPROVED EQUAL
4.INSTALLATION
a.ALL PVC PIPE SHALL BE INSTALLED PER MANUFACTURERS’ RECOMMENDATIONS.
b.BELL AND SPIGOT PIPE SHALL NOT BE OVER-INSERTED.
c.BELL AND SPIGOT PIPES SHALL BE LUBRICATED PRIOR TO INSERTION AS RECOMMENDED BY MANUFACTURER.
d.PIPES REQUIRING SOLVENT WELD AND PRIMER SHALL PROVIDE SUBMITTALS FOR ALL PRODUCTS USED FOR PIPE
INSTALLATION.
e.ALL PRIMERS AND SOLVENTS SHALL BE APPROVED BY THE PIPE MANUFACTURER FOR USE WITH THE PIPE.
f.ALL STORM DRAIN CONDUITS, MANHOLES, AREA DRAINS, AND CLEANOUTS SHALL BE INSTALLED WITH WATERTIGHT
JOINTS AND CONNECTIONS.
5.BEDDING
a.PIPE BEDDING SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS.
b.IF NO PIPE BEDDING IS SPECIFIED ON THE DRAWINGS, PIPE BEDDING SHALL BE IN COMPLIANCE WITH THE TOWN OF
ESTES PARK BEDDING CLASSES.
c.BEDDING MATERIAL SHALL BE TAMPED UNDER THE HAUNCHES FOR THE FULL LENGTH OF THE PIPE BARREL TO ENSURE
SUPPORT FOR THE ENTIRE LENGTH OF THE PIPE.
END OF SECTION 320531.11
SECTION 329413 – LANDSCAPE EDGING
A MATERIALS
1.LANDSCAPED EDGING SHALL BE PERFORATED EDGING UNLESS OTHERWISE SPECIFIED.
2.LANDSCAPE EDGING SHALL BE GALVANIZED STEEL EDGING WITH A ROLLED TOP EDGE.
3.LANDSCAPE EDGING SHALL BE A MINIMUM OF 6-INCHES IN HEIGHT.
B INSTALLATION
1.LANDSCAPE EDGING SHALL BE INSTALLED AT ALL EXTERIOR EDGES OF LANDSCAPING MATERIAL REQUIRING RETENTION.
2.LANDSCAPING MATERIAL REQUIRING RETENTION INCLUDES DECORATIVE ROCK, WOOD, OR BARK MULCH AND OTHER
MATERIALS.
3.PERFORATED EDGING SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.
4.PERFORATIONS IN EDGING SHALL BE INSTALLED AT FINISHED GRADE TO REDUCE PONDING.
5.UPHILL FINISHED GRADE AT LANDSCAPE EDGING SHALL BE INSTALLED 1/2-INCH ABOVE DOWNHILL FINISHED GRADE OR
DOWNHILL PAVED SURFACE.
END OF SECTION 329413
G1.03
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JOB NUMBER:
DRAWING SCALE:
NO
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COPYRIGHT:
These drawings are an instrument of service and are
the property of SBSA, LLC.
They may not be duplicated, disclosed, or reproduced
without the expressed written consent of SBSA, LLC.
Copyrights and infringements will be enforced and
prosecuted.
5926 McIntyre Street
Golden, Colorado 80403
Ph: (877) 221-7272
321099.00
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SECTION 033053 – MISCELLANEOUS CAST-IN-PLACE CONCRETE
A MATERIALS
1.CEMENT
a.PORTLAND CEMENT, CONFORMING TO THE REQUIREMENTS OF ASTM C150 TYPE II, EXCEPT WHERE SULFATE CONDITIONS
DICTATE OTHERWISE. IN GENERAL, TYPE II. ”LOW ALKALI” CEMENT SHALL BE USED IN CONCRETE WHICH WILL BE IN
CONTACT WITH THE SOIL UNLESS OTHERWISE ALLOWED OR DIRECTED BY THE ENGINEER. RECOMMENDATIONS FOR
SULFATE RESISTANCE ARE GIVEN IN TABLE 2.2.3 IN CHAPTER 2.2 OF ACI 201.
b.USE OF ANY OTHER TYPE OF CONCRETE REQUIRES THE APPROVAL OF THE ENGINEER. OTHER HIGH-EARLY STRENGTH
CONCRETES MAY BE USED WHERE SPECIAL CONDITIONS WARRANT, SUBJECT TO WRITTEN APPROVAL OF THE MIX
DESIGN BY THE ENGINEER. NO ACCELERATORS OR ADMIXTURES CONTAINING CALCIUM CHLORIDES WILL BE PERMITTED.
2.ADMIXTURES
a.AIR ENTRAINING AGENT CONFORMING TO THE REQUIREMENTS OF AASHTO M154.
b.WATER REDUCING AGENT CONFORMING TO THE REQUIREMENTS OF ASTM C-494 OR APPROVED EQUAL. NO
ACCELERATORS OR ADMIXTURES CONTAINING CALCIUM CHLORIDES WILL BE PERMITTED.
c.RETARDING AGENT CONFORMING TO THE REQUIREMENTS OF ASTM C-494, TYPE B. IF TYPE D IS USED, ADJUST MIXTURE
OF WATER REDUCING AGENT. LIGNIN TYPE RETARDANTS WILL NOT BE PERMITTED.
3.WATER
a.POTABLE, NON-ALKALINE WATER IN ACCORDANCE WITH CDOT SPECIFICATIONS SUBSECTION 712.01 AND DEVOID OF
SALTS AND OTHER INJURIOUS ELEMENTS FOR CONCRETE MIXING SHALL BE USED.
4.AGGREGATES
a.GENERAL: ALL FINE AND COARSE AGGREGATES SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS:
COARSE AGGREGATES ASTM C-33 #57/67 (3/4)
COARSE AGGREGATE WEAR, 45 MAX ASTM C-33 #89
FINE AGGREGATE ASTM C-33 CONCRETE SAND
b.GRADATION: FINE AND COARSE AGGREGATES ARE REGARDED AS SEPARATE INGREDIENTS AND EACH SHALL BE WELL
GRADED BETWEEN THE LIMITS SHOWN IN ACCORDANCE WITH CDOT SPECIFICATIONS SUBSECTIONS 703.01 AND 703.02.
5.REINFORCING STEEL
a.BAR STEEL SHALL BE ROUND BARS CONFORMING TO ASTM A-615, GRADE 6-, AND DEFORMED IN ACCORDANCE WITH THE
REQUIREMENTS OF ASTM A-305. ALL BARS SHALL BE EPOXY COATED IN ACCORDANCE WITH AASHTO M-284.
b.EPOXY-COATED REINFORCING BARS SHALL BE EPOXY COATED BY ELECTROSTATIC SPRAY METHODS MEETING THE
REQUIREMENTS OF AASHTO M-284. THE COATING MATERIAL SHALL BE A LIGHT COLORED POWDERED EPOXY RESIN
WHICH WILL HIGHLIGHT RUSTING OF UNTREATED BAR AREA.
c.DOWELS FOR SLABS ON GRADE AT JOINTS WHERE INDICATED SHALL BE HOT ROLLED MERCHANT BARS CONFORMING TO
ASTM A-151, C-1020.
d.MISCELLANEOUS REINFORCEMENT NOT COVERED ABOVE MUST CONFORM WITH THE REQUIREMENTS OF ACI-315 AND ACI-
318.
6.JOINT MATERIALS
a.PREFORMED EXPANSION JOINT FILLERS (NON-EXTRUDING AND RESILIENT BITUMINOUS) SHALL BE IN ACCORDANCE WITH
AASHTO M-33.
b.PREFORMED EXPANSION JOINT FILLER (BITUMINOUS TYPE) SHALL BE IN ACCORDANCE WITH AASHTO M-213.
c.JOINT SEALANT FOR CONCRETE PAVEMENT SHALL BE SILICONE MATERIAL, SELF OR NON-SELF-LEVELING:
(a)APPROVED PRODUCTS
(i)DOWSIL 888
(ii)DOWSIL 888-SL
(iii)OR APPROVED EQUAL
d.BACKER ROD SHALL BE CLOSED-CELL POLYETHYLENE FOAM MATERIAL.
7.CURING COMPOUNDS
a.CURING COMPOUNDS SHALL BE WHITE PIGMENTED LIQUID MEMBRANE FORMING ON NON-COLORED CONCRETE AND
CONFORM TO AASHTO M-148. CURING COMPOUNDS SHALL BE CLEAR ON COLORED CONCRETE OR AS RECOMMENDED BY
THE MANUFACTURER.
8.CURING MATERIALS
a.BURLAP CLOTH MADE FROM JUTE OR KENAFF SHALL CONFORM TO AASHTO M-182. SHEET MATERIALS FOR CURING
CONCRETE SHALL CONFORM TO AASHTO M-171.
2.TOLERANCES
a.CONSTRUCT FORMS SO AS TO ENSURE THAT CONCRETE SURFACES WILL CONFORM TO TOLERANCES OF SECTION 203.1
OF ACI 347.
3.REINFORCEMENT PLACEMENT
a.SUPPORT AND WIRE TOGETHER ALL REINFORCING BARS TO PREVENT DISPLACEMENT FROM EXTERNAL LOADING PRIOR
TO AND DURING CONCRETE PLACEMENT.
(a)ON GROUND USE METAL, PLASTIC OR OTHER SATISFACTORY BAR CHAIRS AND SPACERS.
b.EPOXY COATED REINFORCING BARS AND WELDED WIRE FABRIC SHALL BE TIED WITH EPOXY COATED TIE WIRE THAT WILL
NOT DAMAGE OR COAT THE COATING.
(a)BARS SHALL BE PLACED ON PLASTIC SUPPORTS OR STEEL SUPPORTS FULLY COATED WITH PLASTIC OR EPOXY
(b)CARE SHALL BE TAKEN TO PREVENT COATED BARS FROM COMING IN CONTACT WITH OTHER STEEL ITEMS.
(c)THE CONTRACTOR SHALL REPAIR ALL DAMAGED COATING PRIOR TO CONCRETE PLACEMENT
c.PROVIDE ADEQUATE SUPPORT FOR WELDED WIRE FABRIC DURING PLACING OF CONCRETE TO ENSURE PROPER
POSITION OF THE FABRIC IN THE SLAB
d.AT TIME OF CONCRETE PLACEMENT ALL STEEL IS TO BE FREE FROM LOOSE, FLAKY RUST, MUD, OIL OR OTHER COATINGS
THAT MAY DESTROY OR REDUCE BOND.
5.RE-TEMPERING
a.MIX CONCRETE ONLY IN QUANTITIES FOR IMMEDIATE USE. CONCRETE WHICH HAS BEEN IN THE MIXER 120 MINUTES OR
LONGER SHALL BE DISCARDED IN ALL CASES.
(a)RE-TEMPERING OF CONCRETE WILL NOT BE ALLOWED.
b.CONCRETE ARRIVING AT THE PROJECT WITH SLUMP BELOW THAT SUITABLE FOR PLACING MAY HAVE WATER ADDED
ONLY IF NEITHER:
(a)THE MAXIMUM PERMISSIBLE WATER-CEMENT RATIO HAS NOT BEEN EXCEEDED.
(b)MAXIMUM SLUMP HAS NOT BEEN EXCEEDED.
B PROPORTIONING INGREDIENTS
1.GENERAL
a.CONCRETE INGREDIENTS SHALL BE PROPORTIONED SO AS TO PROVIDE CONCRETE WHICH IS WORKABLE AND
HOMOGENEOUS, YET WHEN CURED IT WILL PROVIDE THE REQUIRED STRENGTH, DURABILITY, RESISTANCE TO
DETERIORATION, ABRASION, WATER TIGHTNESS, APPEARANCE AND OTHER SPECIFIED PROPERTIES.
2.CONCRETE
a.CONCRETE SHALL HAVE A MAXIMUM ALLOWABLE WATER/CEMENT RATIO OF 0.45 BY WEIGHT WITH AIR ENTRAINMENT OF
6% ± 1.5%. MINIMUM CEMENT CONTENT SHALL BE SIX SACKS PER CUBIC YARD WITH A MAXIMUM OF 33.7 GALLONS OF
WATER PER CUBIC YARD. MAXIMUM COARSE AGGREGATE SIZE SHALL BE 3/4-INCH. THE FINE AGGREGATE SHALL BE
BETWEEN 37% AND 44% BY VOLUME OF THE TOTAL AGGREGATES AND THE END PRODUCT SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 4,500 PSI WHEN TESTED IN ACCORDANCE WITH ASTM C-31.
3.MIX DESIGNS
a.THE CONTRACTOR SHALL SUBMIT EITHER STANDARD SUPPLIER DESIGN MIXES FOR APPROVAL OR SPECIFIC DESIGN MIX
PROPORTIONS, LABORATORY TRIAL MIX, AND AGGREGATE TEST DATA FOR EACH CLASS OF CONCRETE BEING PLACED.
(a)TEST DATA SHALL SHOW MIX PROPORTIONS, SLUMP, AIR CONTENT, UNIT WEIGHT, WATER/CEMENT RATIO, AND 28-DAY
COMPRESSIVE STRENGTH TEST RESULTS AS TESTED UNDER LABORATORY CONDITIONS. THE DESIGN MIX
PROPORTIONS MUST PRODUCE 100% OF THE REQUIRED 28 DAY LABORATORY COMPRESSIVE STRENGTHS.
b.EACH DESIGN SHALL ESTABLISH THE MIX PROPORTIONS AND SOURCES OF ALL INGREDIENTS.
c.A NEW MIX DESIGN SHALL BE SUBMITTED WHEN A CHANGE OCCURS IN THE MIX PROPORTIONS, SOURCE OF CEMENT,
AGGREGATE OR WHEN FIELD TESTS FAIL TO MEET STRENGTH SPECIFICATIONS.
d.APPROVAL OF MIX DESIGNS DOES NOT CONSTITUTE ACCEPTANCE OF CONCRETE.
(a)ACCEPTANCE IS BASED SOLELY ON TEST RESULTS OF ACTUAL CONCRETE PLACED ON A PROJECT.
C FORM WORK
1.GENERAL
a.CONTRACTOR TO PROVIDE ALL FORMS, SHORES, CORES, MOLDS, AND SIMILAR ITEMS IN SUFFICIENT QUANTITY AND
QUALITY TO PROPERLY EXECUTE THE WORK.
b.LUMBER OR PLYWOOD CONTACT SURFACES MUST BE FREE FROM KNOTS, WARPS, BREAKS, OR OTHER DEFECTS LIKELY
TO CAUSE IRREGULAR SURFACES.
(a)UNEXPOSED SURFACES SHALL HAVE FORMS OF NO. 2 COMMON LUMBER OR BETTER.
(b)METAL FORMS MUST BE FREE FROM IRREGULARITIES, DENTS AND SAGS, AND SUITABLE FOR CONCRETE EXPOSED TO
VIEW IN FINISHED AREAS.
c.DO NOT REUSE FORMS IF THERE IS ANY EVIDENCE OF SURFACE WEAR OR TEAR WHICH WOULD IMPAIR THE QUALITY OF
THE FINISH.
(a)THOROUGHLY CLEAN AND LUBRICATE FORMS FOR REUSE.
D JOINTS
1.GENERAL
a.REMOVE CONCRETE TO NEAREST JOINT EITHER SIDE WHERE CONCRETE IS TO BE REMOVED AND REPLACED.
(a)PROVIDE JOINTS ONLY WHERE SHOWN UNLESS OTHERWISE SPECIFICALLY PERMITTED BY WRITTEN DIRECTION FROM
THE ENGINEER.
2.CONSTRUCTION JOINTS
a.CONTINUE ALL REINFORCING STEEL AND WELDED WIRE FABRIC ACROSS JOINTS, UNLESS OTHERWISE INDICATED.
3.EXPANSION JOINTS
a.EXPANSION JOINTS IN COMBINATION CURB, GUTTER AND SIDEWALK, VERTICAL CURB AND GUTTER, CONCRETE
CHANNELS OR ANY OTHER LOCATION THAT IS DESIGNED TO, OR MAY CARRY WATER SHALL BE RECESSED 1/2-INCH AND
FILLED WITH A CONCRETE PAVEMENT JOINT SEALANT.
(a)EXPANSION JOINTS SHALL BE INSTALLED BETWEEN BACK OF SIDEWALKS AND DRIVEWAYS OR WALKWAYS, BETWEEN
NEW CONCRETE AND EXISTING BUILDINGS, AND AT ALL LOCATIONS SHOWN ON THE CONSTRUCTION DRAWINGS OR AS
DIRECTED BY THE ENGINEER.
(b)EXPANSION JOINT WIDTH SHALL BE 1/2-INCH.
4.CONTRACTION JOINTS
a.TRANSVERSE JOINTS SHALL BE PLACED AT MAXIMUM INTERVALS OF TEN FEET (10’) AND MINIMUM INTERVALS OF FIVE
FEET (5’) TO CONTROL RANDOM CRACKING IN CURB AND GUTTER, AND COMBINATION CURB, GUTTER AND WALK.
(a)AT LEAST TWO JOINTS EQUALLY SPACED AT NOT GREATER THAN TEN FOOT (10’) INTERVALS SHALL BE PLACED IN
DRIVEWAYS.
(b)JOINTS SHALL BE TOOLED TO A MINIMUM DEPTH OF ONE-QUARTER (1/4) OF THE TOTAL THICKNESS (MINIMUM DEPTH 1-
1/2-INCH).
(c)THE JOINTS SHALL BE FINISHED WITH A JOINTER HAVING A WIDTH NO GREATER THAN 5/16-INCH AND DEPTH NOT LESS
THAN 3/4-INCH.
(d)MAXIMUM JOINT WIDTH AT THE SURFACE SHALL BE 5/16-INCH.
E CONCRETE MIXING
1.GENERAL
a.CONCRETE SHALL BE MIXED AND TRANSPORTED TO THE JOB SITE IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM C-
94. READY MIXED CONCRETE SHALL CONFORM TO ALL REQUIREMENTS OF AASHTO M-157.
b.THE ORGANIZATION SUPPLYING THE CONCRETE SHALL HAVE SUFFICIENT PLANT AND TRANSPORTATION FACILITIES TO
ASSURE CONTINUOUS DELIVERY OF THE CONCRETE AT THE REQUIRED RATE. THE CONTRACTOR SHALL COLLECT
DELIVER OR BATCH TICKETS FROM THE DRIVER FOR ALL CONCRETE USED ON THE PROJECT AND DELIVER THEM TO THE
ENGINEER.
(a)BATCH TICKETS SHALL PROVIDE THE FOLLOWING INFORMATION:
(i)SUPPLIER’S NAME AND DATE
(ii)TRUCK NUMBER
(iii)PROJECT NUMBER AND LOCATION
(iv)CONCRETE CLASS DESIGNATION
(v)CUBIC YARDS BATCHED
(vi)TIME BATCHED
(vii)MIX DESIGN NUMBER
(viii)TYPE, BRAND, AND AMOUNT OF CEMENT AND FLY ASH
(ix)TYPE, BRAND AND AMOUNT OF EACH ADMIXTURE
(x)WEIGHTS OF FINE AND COARSE AGGREGATES
(xi)MOISTURE CONTENT OF FINE AND COARSE AGGREGATES
(xii)GALLONS OF BATCH WATER (INCLUDING ICE)
(b)THE CONTRACTOR SHALL ADD THE FOLLOWING INFORMATION TO THE BATCH TICKET AT THE PLACEMENT SITE
(i)GALLONS OF WATER ADDED BY TRUCK OPERATOR
(ii)DISCHARGE TIME
(iii)AIR CONTENT
(iv)SLUMP
(v)REVOLUTIONS
(vi)LOCATIONS OF BATCH IN PLACEMENT
2.AGITATING, MIX AND DISCHARGE
a.CONCRETE SHALL BE CONTINUOUSLY AGITATED FROM THE TIME WATER IS ADDED AND THEN MIXED TO 2-1/2 MINUTES
JUST PRIOR TO DISCHARGE. THE MIX SHALL BE DISCHARGED IN PLACE WITHIN 90 MINUTES AFTER BATCHING WHEN
DELIVERED IN TRUCK MIXERS OR AGITATING TRUCKS AND WITHIN 60 MINUTES AFTER CEMENT IS BATCHED WHEN
DELIVERED IN NON-AGITATING TRUCKS, UNLESS LONGER TIME IS SPECIFICALLY AUTHORIZED.
(a)THE 90 MINUTE TIME LIMIT FOR MIXER OR AGITATING TRUCKS MAY BE INCREASED TO 120 MINUTES IF NO WATER IS
ADDED AFTER 90 MINUTES AND THE CONCRETE TEMPERATURE PRIOR TO PLACEMENT IS LESS THAN 90 DEGREES F.
3.WATER
a.INDISCRIMINATE ADDITION OF WATER TO INCREASE SLUMP IS PROHIBITED.
4.ADMIXTURES
a.LIQUID ADMIXTURES SHALL BE CHARGED INTO THE MIXER BY MEANS OF AN APPROVED METERING DEVICE.
b.POWDER ADMIXTURES SHALL BE WEIGHED OR MEASURED BY VOLUME IN ACCORDANCE WITH MANUFACTURER’S
RECOMMENDATION.
c.WHEN TWO OR MORE ADMIXTURES ARE TO BE INCORPORATED IN THE MIX, THEY SHALL BE ADDED SEPARATELY DURING
BATCHING SEQUENCE.
F WEATHER
1.GENERAL
a.PERFORM WORK IN CONFORMANCE WITH DETAILED RECOMMENDATION IN ACI 306 FOR COLD AND ACI 305 FOR HOT
WEATHER CONCRETE PLACEMENT.
2.BATCH TEMPERATURE
a.AS MIXED TEMPERATURE OF CONCRETE SHALL BE MAINTAINED ABOVE 55 DEGREES F AND BELOW 90 DEGREES F, EVEN
THOUGH THE MEAN TEMPERATURE FALLS BELOW 40 DEGREES F. TEMPERATURE SHALL BE TAKE FOR EVERY 50 CUBIC
YARDS OF CONCRETE PLACED.
3.PROTECTION
a.PROVIDE ADEQUATE PROTECTION AGAINST RAIN, SLEET, SNOW, COLD AND OTHER WEATHER CONDITIONS.
b.CONCRETE PLACED WITHIN 72 HOURS OF AMBIENT TEMPERATURES DROPPING BELOW 40 DEGREES F SHALL BE
PROTECTED BY SUITABLE COVERING AND EQUIPMENT TO MAINTAIN A MINIMUM SURFACE TEMPERATURE OF 50 DEGREES
F AND SHALL REMAIN PROTECTED FOR A PERIOD OF 72 HOURS AFTER THE CONCRETE HAS BEEN PLACED OR UNTIL AT
LEAST 60% OF THE 28-DAY FIELD STRENGTH HAS BEEN OBTAINED, WHICHEVER IS GREATER.
(a)IF THE ENGINEER DETERMINES THAT THE COLD OR INCLEMENT WEATHER PROTECTION IS INADEQUATE, CONCRETE
PLACEMENT SHALL STOP UNTIL ADEQUATE WEATHER CONDITIONS EXIST OR UNTIL PROTECTION PROCEDURES ARE
ACCEPTABLE TO THE ENGINEER.
G FINISHING
1.BROOM FINISH
a.SIDEWALK SLABS, CROSS PANS, CURB AND GUTTERS, AND OTHER SLABS SO SPECIFIED SHALL HAVE A COARSE
TRAVERSE SAWED TEXTURE OBTAINED BY DRAWING A BROOM ACROSS THE SURFACE IMMEDIATELY AFTER FLOATING.
2.TOLERANCES FOR CONCRETE CONSTRUCTION SHALL CONFORM TO ALL REQUIREMENTS OF ACI 117, STANDARD
SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS, PUBLISHED BY THE AMERICAN
CONCRETE INSTITUTE, DETROIT, MICHIGAN, EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.
H CURING
1.GENERAL
a.FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT OR COLD
TEMPERATURES AND MAINTAINED WITH MINIMAL MOISTURE LOSS AT A RELATIVELY CONSTANT TEMPERATURE FOR THE
TIME REQUIRED FOR HYDRATION OF CEMENT AND PROPER HARDENING OF THE CONCRETE.
2.INITIAL CURING
a.IMMEDIATELY FOLLOWING FINISHING THE CONTRACTOR SHALL PROVIDE METHODS TO KEEP THE CONCRETE
CONTINUOUSLY MOIST AT LEAST OVERNIGHT UNLESS OTHERWISE SPECIFIED BY:
(a)PONDING OR CONTINUOUS SPRINKLING,
(b)ABSORPTIVE MAT OR FABRIC KEPT CONTINUOUSLY WET,
(c)SAND OR OTHER COVERING KEPT CONTINUOUSLY WET,
(d)STEAM VAPOR MIST BATH AT A TEMPERATURE NOT TO EXCEED 150 DEGREES F,
(e)LIQUID CURING COMPOUNDS SHALL BE WHITE PIGMENTED LIQUID MEMBRANE FORMING ON NON-COLORED
CONCRETE AND CONFORM TO AASHTO M-148.
3.DURATION OF CURING
a.CONTINUE CURING UNTIL THE CUMULATIVE NUMBER OF DAYS, OR FRACTION THEREOF, NOT NECESSARILY
CONSECUTIVE, DURING WHICH THE AIR TEMPERATURE IN CONTACT WITH THE CONCRETE IS ABOVE 50 DEGREES F HAS
TOTALED SEVEN (7) DAYS.
4.COLD WEATHER CURING
a.CURING SHALL CONFORM TO ALL APPLICABLE DETAIL RECOMMENDATIONS IN ACI 306.
(a)TEMPERATURE OF CONCRETE SHALL BE MAINTAINED BETWEEN 50 DEGREES AND 70 DEGREES F FOR THE REQUIRED
CURING PERIOD WHEN THE MEAN DAILY ATMOSPHERIC TEMPERATURE IS LESS THAN 40 DEGREES F.
(b)SUFFICIENT EQUIPMENT AND MATERIAL REQUIRED TO COMPLY WITH THIS SPECIFICATION SHALL BE AT THE SITE
PRIOR TO PLACING CONCRETE.
5.HOT WEATHER CURING
a.CURING SHALL CONFORM TO ALL APPLICABLE DETAIL RECOMMENDATIONS IN ACI 305.
(a)AS QUICKLY AS CONCRETE HARDENING AND FINISHING WILL ALLOW, THE CONTRACTOR SHALL INSTALL PROTECTIVE
MEASURES, SUCH AS, BUT NOT LIMITED TO:
(i)WINDBREAKS,
(ii)SHADING,
(iii)FOG SPRAYING,
(iv)SPRINKLING,
(v)PONDING, OR
(vi)WET COVERINGS, AS MAY BE REQUIRED..
b.PROTECTION FROM DAMAGE
(a)ESPECIALLY DURING THE CURING PERIOD AND UNTIL THE WORK IS ACCEPTED, THE CONTRACTOR SHALL PROTECT
THE CONCRETE FROM DAMAGE BY VEHICULAR OR MECHANICAL EQUIPMENT, FOREIGN MATERIALS, AND BY RAIL OR
BY RUNNING WATER.
I TESTING
1.CONTRACTOR TO ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM TESTS AND INSPECTIONS.
2.TESTS
a.PERFORM TESTS IN ACCORDANCE WITH ACI 311.6
(a)TESTING FREQUENCY: OBTAIN ONE COMPOSITE SAMPLE FRO EACH DAY’S POUR OF EACH CONCRETE MIXTURE
EXCEEDING 1 CUBIC YARD.
END OF SECTION 033053
G1.04
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JOB NUMBER:
DRAWING SCALE:
NO
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COPYRIGHT:
These drawings are an instrument of service and are
the property of SBSA, LLC.
They may not be duplicated, disclosed, or reproduced
without the expressed written consent of SBSA, LLC.
Copyrights and infringements will be enforced and
prosecuted.
5926 McIntyre Street
Golden, Colorado 80403
Ph: (877) 221-7272
321099.00
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SECTION 048600 –VENEER SYSTEM
1 SECTION REQUIREMENTS
A.A FORMAL SUBMITTAL IS REQUIRED FOR ALL PRODUCTS IN COMPLIANCE WITH SECTION 01300.
2 Products
A.STONE VENEER: ASTM C39, C192, C67
1.BORAL STONE, CULTURED STONE
a.PRODUCT TO BE SAMPLED AND MATCHED TO EXISTING STONE VENEER
b.CONTRACTOR TO RETAIN WRITTEN APPROVAL OF SAMPLE BY BOARD.
2.OR APPROVED EQUAL
3 ACCESSORIES
A.WEEP SCREED, CASING BEAD, EXPANSION AND CONTROL JOINT ACCESSORIES. ALL ACCESSORIES SHALL MEET THE
REQUIREMENTS OF ASTM C 1063.
1.ZINC IN COMPLIANCE WITH ASTM B69.
2.GALVANIZED METAL IN COMPLIANCE WITH ASTM A653 WITH G60 COATING.
B.METAL LATH
1.EXPANDED-METAL LATH: ASTM C847, DIAMOND MESH, SELF-FURRING CONFIGURATION, GALVANIZED AND WITH MINIMUM 2.5-
LB/SQ. YD. WEIGHT.
C.ALL ACCESSORIES SHALL HAVE PERFORATED OR EXPANDED FLANGES WITH GROUNDS TO MATCH THE EXISTING SITE
CONDITIONS.
4 MORTAR:
A.MEETING THE FOLLOWING REQUIREMENTS:
1.PORTLAND CEMENT, ASTM C150, TYPE 1 OR MASONRY CEMENT (TYPE S), ASTM C91
2.MASONRY SAND
3.LIME: ASTM C207
4.IRON OXIDE PIGMENT
5.NO FLYASH ALLOWED
END OF SECTION 048600
SECTION 072500 – WEATHER RESISTIVE BARRIER
1 SECTION REQUIREMENTS
A A FORMAL SUBMITTAL IS REQUIRED FOR ALL PRODUCTS IN COMPLIANCE WITH SECTION 01300.
2 PRODUCTS
A BOND BREAK LAYER
1.GRADE D ASPHALT-SATURATED ORGANIC FELT COMPLYING WITH ASTM D 226, TYPE I (NO. 15 ASPHALT FELT),
UNPERFORATED.
B WEATHER RESISTIVE BARRIER
1.AT BRICK VENEER
a.DUPONT TYVEK STUCCO WRAP
b.OR APPROVED EQUAL
2.AT LAP SIDING
a.DUPONT TYVEK COMMERCIAL WRAP D
b.OR APPROVED EQUAL
END OF SECTION 072500
SECTION 076200 – SHEET METAL FLASHING AND TRIM
1 SECTION REQUIREMENTS:
A A FORMAL SUBMITTAL IS REQUIRED FOR ALL FLASHING MATERIALS.
B EACH SUBMITTAL SHALL INCLUDE THE MANUFACTURER INSTALLATION REQUIREMENTS AND RECOMMENDATIONS INCLUDING,
BUT NOT LIMITED TO, TRANSPORT, DELIVERY, STOCKPILING, CUTTING, FASTENING, CARE, AND MAINTENANCE INFORMATION.
C COMPLY WITH SMACNA’S “ARCHITECTURAL SHEET METAL MANUAL.” CONFORM TO DIMENSIONS AND PROFILES SHOWN UNLESS
MORE STRINGENT REQUIREMENTS ARE INDICATED.
D COORDINATE INSTALLATION OF SHEET METAL FLASHING AND TRIM WITH INTERFACING AND ADJOINING CONSTRUCTION TO
PROVIDE A LEAKPROOF, SECURE, AND NONCORROSIVE INSTALLATION. INSTALLATION OF SHEET METAL FLASHING AND TRIM TO
BE COMPLETED FOLLOWING MANUFACTURER INSTALLATION INSTRUCTIONS.
E SCRATCHES THROUGH THE PROTECTIVE COATING THAT EXPOSE THE BASE METAL SHALL BE PROPERLY TREATED FOLLOWING
MANUFACTURER INSTRUCTIONS.
F FIELD MANIPULATIONS OF THE METAL EDGES AND CUTS OF SHEET METAL SHALL BE COVERED BY CONTRACTOR WARRANTY.
2 SHEET METAL FLASHING
A FOR INSTALLATIONS HIGHER THAN 6-INCHES ABOVE GRADE OR HARD SURFACES:
1.GALVANIZED STEEL: ASTM A 653 CS TYPE B. G90 MINIMUM COATING ON ALL SIDES. METAL GAUGE SHALL BE 24-GAUGE
MINIMUM.
2.ALUMINUM SHEET: ASTM B 209, ALLOY 3003, 3004, 3105, OR 5005, TEMPER SUITABLE FOR FORMING AND STRUCTURAL
PERFORMANCE REQUIRED, BUT NOT LESS THAN H14; AND FINISHED AS LISTED BELOW. THICKNESS SHALL BE MINIMUM .040
3.GALVALUME® COATED STEEL: ASTM A 792 CS TYPE B. AZ50 MINIMUM COATING ON ALL SIDES. METAL GAUGE SHALL BE 24-
GAUGE MINIMUM.
4.OR APPROVED EQUAL.
B FOR INSTALLATIONS AT OR BELOW 6-INCHES OF GRADE OR HARD SURFACES:
1.ALUMINUM SHEET: ASTM B 209, ALLOY 3003, 3004, 3105, OR 5005, TEMPER SUITABLE FOR FORMING AND STRUCTURAL
PERFORMANCE REQUIRED, BUT NOT LESS THAN H14; AND FINISHED AS LISTED BELOW. THICKNESS SHALL BE MINIMUM .040
2.GALVANIZED STEEL: ASTM A 653 CS TYPE B. G90 MINIMUM COATING ON ALL SIDES UPON REVIEW AND RECOMMENDATIONS OF
SOILS REPORT, IF NO SOILS REPORT IS AVAILABLE G120 COATING SHALL BE USED. METAL GAUGE SHALL BE 18-GAUGE
MINIMUM.
3.OR APPROVED EQUAL
3 FINISH
A FACTORY PAINTED/PRE-FINISHED FLUOROPOLYMER 2-COAT SYSTEM: MANUFACTURER’S STANDARD SYSTEM WITH TOPCOAT
CONTAINING NOT LESS THAN 70-PERCENT POLYVINYLIDENE FLUORIDE RESIN BY WEIGHT; COMPLYING WITH AAMA 621
SPECIFICATIONS.
1.APPROVED PRODUCTS:
a.KYNAR 500
b.HYLAR 5000
c.OR APPROVED EQUAL
2.PHYSICAL SAMPLE OF FINISHED MATERIAL COLOR TO BE SUBMITTED AND APPROVED IN WRITING BY THE BOARD PRIOR TO
INSTALLATION
4 ACCESSORIES
A GENERAL: PROVIDE MATERIALS AND TYPES OF FASTENERS, SOLDER, WELDING RODS, PROTECTIVE COATINGS, SEPARATORS,
SEALANTS, POP RIVETS, AND OTHER MISCELLANEOUS ITEMS AS REQUIRED FOR COMPLETE SHEET METAL FLASHING AND TRIM
INSTALLATION.
B ALL FASTENERS SHALL BE GALVANICALLY COMPATIBLE WITH FLASHING MATERIALS.
C WEATHER EXPOSED CUTS INSTALLED AT 6-INCHES OR CLOSER TO GRADE SHALL BE TREATED WITH AN EPOXY CHROMATE
METAL PRIMER. A FINISH COAT SHALL THEN BE APPLIED OVER THE PRIMER.
END OF SECTION 076200
SECTION 074623 – WOOD SIDING
1 SECTION REQUIREMENTS
A A FORMAL SUBMITTAL IS REQUIRED FOR ALL PRODUCTS IN COMPLIANCE WITH SECTION 01300.
2 PRODUCTS
A REAL CEDAR:
1.HTTPS://WWW.REALCEDAR.COM/
2.OR APPROVED EQUAL
B FINISH
1.PPG PROLUX SRD – NATURAL COLOR
a.CONTRACTOR TO PROVIDE STAIN SAMPLE ON NEW PRODUCT FOR BOARD APPROVAL.
C ACCESSORIES
1.FASTENING
a.STAINLESS STEEL NO.304
(a)FASTENED NO GREATER THAN 24-INCHES ON CENTER
(b)SPIRAL OR RING SHANK
(c)SPLITLESS SIDING NAILS
(d)PER SIDING MANUFACTURER RECOMMENDATIONS
END OF SECTION 074623
SECTION 079200 – JOINT SEALANTS
1 SECTION REQUIREMENTS
A A FORMAL SUBMITTAL IS REQUIRED FOR ALL PRODUCTS IN COMPLIANCE WITH SECTION 01300.
2 PRODUCTS
A.JOINT SEALANT:
1.VERY LOW MODULUS, FAST CURING, ELASTOMERIC, SILYL-TERMINATED POLYETHER SEALANT. ASTM C 920 TYPE S, GRADE
NS, CLASS 100/50
a.MASTERSEAL® NP 150 WITH VLM TECHNOLOGY
b.OR APPROVED EQUAL
B.NON-SKINNING, BUTYL SEALANT
1.BOSTIK NON-SKINNING MASTIC 5612
2.RUBEX NON-SKINNING BUTYL SEALANT
3.OR APPROVED EQUAL
3 SEALANT PRIMERS
1.AS REQUIRED BY SEALANT MANUFACTURERS.
4 JOINT SEALANT BACKING
A.CYLINDRICAL SEALANT BACKING: BI-CELLULAR MATERIAL, TYPE B, ASTM C 1330, OF SIZE AND DENSITY TO CONTROL SEALANT
DEPTH AND OTHERWISE CONTRIBUTE TO PRODUCING OPTIMUM SEALANT PERFORMANCE.
1.NOMACO SOF®ROD
2.OR APPROVED EQUAL
B.BOND-BREAKER TAPE
1.POLYETHYLENE TAPE OR OTHER PLASTIC TAPE RECOMMENDED BY SEALANT MANUFACTURER FOR PREVENTING SEALANT
FROM ADHERING TO RIGID, INFLEXIBLE JOINT-FILLER MATERIALS OR JOINT SURFACES AT BACK OF JOINT.
5 TYPICAL LOCATIONS OF SEALANT APPLICATIONS:
A.JOINT SEALANT
1.TERMINATIONS SIDING TO WINDOWS, DOORS AND DISSIMILAR MATERIALS, TERMINATIONS TO TRIM, TERMINATIONS TO
PREFINISHED AND GALVANIZED METALS TO THEMSELVES OR TO DISSIMILAR MATERIALS, AND ALSO AT OTHER
MISCELLANEOUS EXTERIOR SEALANT REQUIREMENTS ON THE PROJECT TO PROVIDE FOR WEATHER TIGHTNESS.
B.NON-SKINNING SEALANT
1.BEDDING FOR COMPRESSION FLASHING AT CONCRETE TO VERTICAL WALL INTEGRATIONS.
END OF SECTION 079200
G1.05
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DRAWING SCALE:
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COPYRIGHT:
These drawings are an instrument of service and are
the property of SBSA, LLC.
They may not be duplicated, disclosed, or reproduced
without the expressed written consent of SBSA, LLC.
Copyrights and infringements will be enforced and
prosecuted.
5926 McIntyre Street
Golden, Colorado 80403
Ph: (877) 221-7272
321099.00
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LOT
NUMBER ADDRESS
1 706 BIRD CIRCLE
2 704 BIRD CIRCLE
3 702 BIRD CIRCLE
4 700 BIRD CIRCLE
5 698 BIRD CIRCLE
6 696 BIRD CIRCLE
7 694 BIRD CIRCLE
8 692 BIRD CIRCLE
9 690 BIRD CIRCLE
10 688 BIRD CIRCLE
11 686 BIRD CIRCLE
12 684 BIRD CIRCLE
13 684 MOREAU LANE
14 686 MOREAU LANE
15 688 MOREAU LANE
16 690 MOREAU LANE
17 692 MOREAU LANE
18 694 MOREAU LANE
19 696 MOREAU LANE
20 698 MOREAU LANE
21 700 MOREAU LANE
22 702 MOREAU LANE
23 704 MOREAU LANE
24 687 MOREAU LANE
25 695 MOREAU LANE
26 701 PARK RIVER PLACE
G1.06
1 NOT TO SCALE - FOR REFERENCE ONLY
SITE MAP
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COPYRIGHT:
These drawings are an instrument of service and are
the property of SBSA, LLC.
They may not be duplicated, disclosed, or reproduced
without the expressed written consent of SBSA, LLC.
Copyrights and infringements will be enforced and
prosecuted.
5926 McIntyre Street
Golden, Colorado 80403
Ph: (877) 221-7272
321099.00
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REPAIRS AT GRADE SHALL BE COORDINATED WITH
CIVIL REGRADING PLAN
REPAIRS AT GRADE SHALL BE COORDINATED WITH
CIVIL REGRADING PLAN
A1.00
INSTALL (2) SIMPSON DTT1Z AT EACH
LOCATION, DTT1Z SHALL BE FASTENED
TO UNDERSIDE OF DECK AT LEDGER PER
SIMPSON FASTENING REQUIREMENT
5
AD1.00
5
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7
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9
AD1.00
10
AD1.00 RE: CIVIL
12
AD1.00 AT SIDING
TO DECK
1 NOT TO SCALE - FOR REFERENCE ONLY
WEST ELEVATION
2 NOT TO SCALE - FOR REFERENCE ONLY
SOUTH ELEVATION
9
AD1.00
10
AD1.00 RE: CIVIL
12
AD1.00AT SIDING
TO DECK
5
AD1.00
ANTICIPATED REPAIR
EXTENT
REPAIR CALL OUTS IDENTIFY TYPICAL REPAIRS
FOR THE ELEVATION, REFER TO HATCHED AREAS
FOR SIMILIAR REPAIR LOCATIONS
ALL DIVERTER LOCATIONS SHALL BE REPAIRED
PER 7 / AD1.00
70
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W
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D
BY
JOB NUMBER:
DRAWING SCALE:
NO
.
COPYRIGHT:
These drawings are an instrument of service and are
the property of SBSA, LLC.
They may not be duplicated, disclosed, or reproduced
without the expressed written consent of SBSA, LLC.
Copyrights and infringements will be enforced and
prosecuted.
5926 McIntyre Street
Golden, Colorado 80403
Ph: (877) 221-7272
321099.00
NTS
RM
J
RM
J
JJ
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1/
2
1
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2
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2
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REPAIRS AT GRADE SHALL BE COORDINATED WITH
CIVIL REGRADING PLAN
REPAIRS AT GRADE SHALL BE COORDINATED WITH
CIVIL REGRADING PLAN
A1.011 NOT TO SCALE - FOR REFERENCE ONLY
EAST ELEVATION
2 NOT TO SCALE - FOR REFERENCE ONLY
NORTH ELEVATION
7
AD1.00
2
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4
AD1.01
5
AD1.01
6
AD1.01
4
AD1.00
1
AD1.01
4
AD1.01
5
AD1.01
4
AD1.01
5
AD1.01
6
AD1.01
ANTICIPATED REPAIR
EXTENT
REPAIR CALL OUTS IDENTIFY TYPICAL REPAIRS
FOR THE ELEVATION, REFER TO HATCHED AREAS
FOR SIMILIAR REPAIR LOCATIONS
ALL DIVERTER LOCATIONS SHALL BE REPAIRED
PER 7 / AD1.00
70
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RE
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W
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D
BY
JOB NUMBER:
DRAWING SCALE:
NO
.
COPYRIGHT:
These drawings are an instrument of service and are
the property of SBSA, LLC.
They may not be duplicated, disclosed, or reproduced
without the expressed written consent of SBSA, LLC.
Copyrights and infringements will be enforced and
prosecuted.
5926 McIntyre Street
Golden, Colorado 80403
Ph: (877) 221-7272
321099.00
NTS
RM
J
RM
J
JJ
F
1/
2
1
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REPAIRS AT GRADE SHALL BE COORDINATED WITH
CIVIL REGRADING PLAN
REPAIRS AT GRADE SHALL BE COORDINATED WITH
CIVIL REGRADING PLAN
A2.00
INSTALL (2) SIMPSON DTT1Z AT EACH
LOCATION, DTT1Z SHALL BE FASTENED
TO UNDERSIDE OF DECK AT LEDGER PER
SIMPSON FASTENING REQUIREMENT
5
AD1.00
5
AD1.00
7
AD1.00
9
AD1.00
10
AD1.00RE: CIVIL
12
AD1.00 AT SIDING
TO DECK
1 NOT TO SCALE - FOR REFERENCE ONLY
SOUTH ELEVATION
2 NOT TO SCALE - FOR REFERENCE ONLY
SOUTH ELEVATION
9
AD1.00
10
AD1.00 RE: CIVIL
12
AD1.00AT SIDING
TO DECK
5
AD1.00
ANTICIPATED REPAIR
EXTENT
REPAIR CALL OUTS IDENTIFY TYPICAL REPAIRS
FOR THE ELEVATION, REFER TO HATCHED AREAS
FOR SIMILIAR REPAIR LOCATIONS
ALL DIVERTER LOCATIONS SHALL BE REPAIRED
PER 7 / AD1.00
70
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DA
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RE
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I
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W
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D
BY
JOB NUMBER:
DRAWING SCALE:
NO
.
COPYRIGHT:
These drawings are an instrument of service and are
the property of SBSA, LLC.
They may not be duplicated, disclosed, or reproduced
without the expressed written consent of SBSA, LLC.
Copyrights and infringements will be enforced and
prosecuted.
5926 McIntyre Street
Golden, Colorado 80403
Ph: (877) 221-7272
321099.00
NTS
RM
J
RM
J
JJ
F
1/
2
1
/
2
0
2
2
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REPAIRS AT GRADE SHALL BE COORDINATED WITH
CIVIL REGRADING PLAN
REPAIRS AT GRADE SHALL BE COORDINATED WITH
CIVIL REGRADING PLAN
A2.011 NOT TO SCALE - FOR REFERENCE ONLY
EAST ELEVATION
2 NOT TO SCALE - FOR REFERENCE ONLY
NORTH ELEVATION
7
AD1.00
2
AD1.01
4
AD1.01
5
AD1.01
6
AD1.01
1
AD1.01
4
AD1.01
5
AD1.01
4
AD1.01
5
AD1.01
6
AD1.01
ANTICIPATED REPAIR
EXTENT
REPAIR CALL OUTS IDENTIFY TYPICAL REPAIRS
FOR THE ELEVATION, REFER TO HATCHED AREAS
FOR SIMILIAR REPAIR LOCATIONS
ALL DIVERTER LOCATIONS SHALL BE REPAIRED
PER 7 / AD1.00
70
4
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DA
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RE
V
I
E
W
E
D
BY
JOB NUMBER:
DRAWING SCALE:
NO
.
COPYRIGHT:
These drawings are an instrument of service and are
the property of SBSA, LLC.
They may not be duplicated, disclosed, or reproduced
without the expressed written consent of SBSA, LLC.
Copyrights and infringements will be enforced and
prosecuted.
5926 McIntyre Street
Golden, Colorado 80403
Ph: (877) 221-7272
321099.00
NTS
RM
J
RM
J
JJ
F
1/
2
1
/
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0
2
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REPAIRS AT GRADE SHALL BE COORDINATED WITH
CIVIL REGRADING PLAN
REPAIRS AT GRADE SHALL BE COORDINATED WITH
CIVIL REGRADING PLAN
A3.00
INSTALL (2) SIMPSON DTT1Z AT EACH
LOCATION, DTT1Z SHALL BE FASTENED
TO UNDERSIDE OF DECK AT LEDGER PER
SIMPSON FASTENING REQUIREMENT
5
AD1.00
5
AD1.00
7
AD1.00
9
AD1.00
10
AD1.00 RE: CIVIL
12
AD1.00 AT SIDING
TO DECK
1 NOT TO SCALE - FOR REFERENCE ONLY
WEST ELEVATION
2 NOT TO SCALE - FOR REFERENCE ONLY
SOUTH ELEVATION
9
AD1.00
10
AD1.00RE: CIVIL
12
AD1.00 AT SIDING
TO DECK
5
AD1.00
ANTICIPATED REPAIR
EXTENT
REPAIR CALL OUTS IDENTIFY TYPICAL REPAIRS
FOR THE ELEVATION, REFER TO HATCHED AREAS
FOR SIMILIAR REPAIR LOCATIONS
ALL DIVERTER LOCATIONS SHALL BE REPAIRED
PER 7 / AD1.00
70
2
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N
DA
T
E
RE
V
I
E
W
E
D
BY
JOB NUMBER:
DRAWING SCALE:
NO
.
COPYRIGHT:
These drawings are an instrument of service and are
the property of SBSA, LLC.
They may not be duplicated, disclosed, or reproduced
without the expressed written consent of SBSA, LLC.
Copyrights and infringements will be enforced and
prosecuted.
5926 McIntyre Street
Golden, Colorado 80403
Ph: (877) 221-7272
321099.00
NTS
RM
J
RM
J
JJ
F
1/
2
1
/
2
0
2
2
N
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M
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3
REPAIRS AT GRADE SHALL BE COORDINATED WITH
CIVIL REGRADING PLAN
REPAIRS AT GRADE SHALL BE COORDINATED WITH
CIVIL REGRADING PLAN
A3.011 NOT TO SCALE - FOR REFERENCE ONLY
EAST ELEVATION
2 NOT TO SCALE - FOR REFERENCE ONLY
NORTH ELEVATION
7
AD1.00
2
AD1.01
4
AD1.01
5
AD1.01
6
AD1.01
4
AD1.00
1
AD1.01
4
AD1.01
5
AD1.01
4
AD1.01
5
AD1.01
6
AD1.01
ANTICIPATED REPAIR
EXTENT
REPAIR CALL OUTS IDENTIFY TYPICAL REPAIRS
FOR THE ELEVATION, REFER TO HATCHED AREAS
FOR SIMILIAR REPAIR LOCATIONS
ALL DIVERTER LOCATIONS SHALL BE REPAIRED
PER 7 / AD1.00
70
2
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&
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BY
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P
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O
N
DA
T
E
RE
V
I
E
W
E
D
BY
JOB NUMBER:
DRAWING SCALE:
NO
.
COPYRIGHT:
These drawings are an instrument of service and are
the property of SBSA, LLC.
They may not be duplicated, disclosed, or reproduced
without the expressed written consent of SBSA, LLC.
Copyrights and infringements will be enforced and
prosecuted.
5926 McIntyre Street
Golden, Colorado 80403
Ph: (877) 221-7272
321099.00
NTS
RM
J
RM
J
JJ
F
1/
2
1
/
2
0
2
2
N
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F
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M
I
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3
REPAIRS AT GRADE SHALL BE COORDINATED WITH
CIVIL REGRADING PLAN
REPAIRS AT GRADE SHALL BE COORDINATED WITH
CIVIL REGRADING PLAN
A4.00
INSTALL (2) SIMPSON DTT1Z AT EACH
LOCATION, DTT1Z SHALL BE FASTENED
TO UNDERSIDE OF DECK AT LEDGER PER
SIMPSON FASTENING REQUIREMENT
5
AD1.00
5
AD1.00
7
AD1.00
9
AD1.00
10
AD1.00RE: CIVIL
12
AD1.00 AT SIDING
TO DECK
1 NOT TO SCALE - FOR REFERENCE ONLY
WEST ELEVATION
2 NOT TO SCALE - FOR REFERENCE ONLY
SOUTH ELEVATION
9
AD1.00
10
AD1.00RE: CIVIL
12
AD1.00 AT SIDING
TO DECK
5
AD1.00
ANTICIPATED REPAIR
EXTENT
REPAIR CALL OUTS IDENTIFY TYPICAL REPAIRS
FOR THE ELEVATION, REFER TO HATCHED AREAS
FOR SIMILIAR REPAIR LOCATIONS
ALL DIVERTER LOCATIONS SHALL BE REPAIRED
PER 7 / AD1.00
70
0
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WEST
RE
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BU
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BY
DE
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N
DA
T
E
RE
V
I
E
W
E
D
BY
JOB NUMBER:
DRAWING SCALE:
NO
.
COPYRIGHT:
These drawings are an instrument of service and are
the property of SBSA, LLC.
They may not be duplicated, disclosed, or reproduced
without the expressed written consent of SBSA, LLC.
Copyrights and infringements will be enforced and
prosecuted.
5926 McIntyre Street
Golden, Colorado 80403
Ph: (877) 221-7272
321099.00
NTS
RM
J
RM
J
JJ
F
1/
2
1
/
2
0
2
2
N
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3
REPAIRS AT GRADE SHALL BE COORDINATED WITH
CIVIL REGRADING PLAN
REPAIRS AT GRADE SHALL BE COORDINATED WITH
CIVIL REGRADING PLAN
A4.011 NOT TO SCALE - FOR REFERENCE ONLY
EAST ELEVATION
2 NOT TO SCALE - FOR REFERENCE ONLY
NORTH ELEVATION
7
AD1.00
2
AD1.01
4
AD1.01
5
AD1.01
6
AD1.01
4
AD1.00
1
AD1.01
4
AD1.01
5
AD1.01
4
AD1.01
5
AD1.01
6
AD1.01
ANTICIPATED REPAIR
EXTENT
REPAIR CALL OUTS IDENTIFY TYPICAL REPAIRS
FOR THE ELEVATION, REFER TO HATCHED AREAS
FOR SIMILIAR REPAIR LOCATIONS
ALL DIVERTER LOCATIONS SHALL BE REPAIRED
PER 7 / AD1.00
70
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BY
JOB NUMBER:
DRAWING SCALE:
NO
.
COPYRIGHT:
These drawings are an instrument of service and are
the property of SBSA, LLC.
They may not be duplicated, disclosed, or reproduced
without the expressed written consent of SBSA, LLC.
Copyrights and infringements will be enforced and
prosecuted.
5926 McIntyre Street
Golden, Colorado 80403
Ph: (877) 221-7272
321099.00
NTS
RM
J
RM
J
JJ
F
1/
2
1
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2
0
2
2
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3
REPAIRS AT GRADE SHALL BE COORDINATED WITH
CIVIL REGRADING PLAN
REPAIRS AT GRADE SHALL BE COORDINATED WITH
CIVIL REGRADING PLAN
A5.00
INSTALL (2) SIMPSON DTT1Z AT EACH
LOCATION, DTT1Z SHALL BE FASTENED
TO UNDERSIDE OF DECK AT LEDGER PER
SIMPSON FASTENING REQUIREMENT
5
AD1.00
5
AD1.00
7
AD1.00
9
AD1.00
10
AD1.00 RE: CIVIL
12
AD1.00 AT SIDING
TO DECK
1 NOT TO SCALE - FOR REFERENCE ONLY
WEST ELEVATION
2 NOT TO SCALE - FOR REFERENCE ONLY
SOUTH ELEVATION
9
AD1.00
10
AD1.00RE: CIVIL
12
AD1.00 AT SIDING
TO DECK
5
AD1.00
ANTICIPATED REPAIR
EXTENT
REPAIR CALL OUTS IDENTIFY TYPICAL REPAIRS
FOR THE ELEVATION, REFER TO HATCHED AREAS
FOR SIMILIAR REPAIR LOCATIONS
ALL DIVERTER LOCATIONS SHALL BE REPAIRED
PER 7 / AD1.00
69
8
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N
DA
T
E
RE
V
I
E
W
E
D
BY
JOB NUMBER:
DRAWING SCALE:
NO
.
COPYRIGHT:
These drawings are an instrument of service and are
the property of SBSA, LLC.
They may not be duplicated, disclosed, or reproduced
without the expressed written consent of SBSA, LLC.
Copyrights and infringements will be enforced and
prosecuted.
5926 McIntyre Street
Golden, Colorado 80403
Ph: (877) 221-7272
321099.00
NTS
RM
J
RM
J
JJ
F
1/
2
1
/
2
0
2
2
N
O
T
F
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C
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%
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M
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3
REPAIRS AT GRADE SHALL BE COORDINATED WITH
CIVIL REGRADING PLAN
REPAIRS AT GRADE SHALL BE COORDINATED WITH
CIVIL REGRADING PLAN
A5.011 NOT TO SCALE - FOR REFERENCE ONLY
EAST ELEVATION
2 NOT TO SCALE - FOR REFERENCE ONLY
NORTH ELEVATION
7
AD1.00
2
AD1.01
4
AD1.01
5
AD1.01
6
AD1.01
4
AD1.00
1
AD1.01
4
AD1.01
5
AD1.01
4
AD1.01
5
AD1.01
6
AD1.01
ANTICIPATED REPAIR
EXTENT
REPAIR CALL OUTS IDENTIFY TYPICAL REPAIRS
FOR THE ELEVATION, REFER TO HATCHED AREAS
FOR SIMILIAR REPAIR LOCATIONS
ALL DIVERTER LOCATIONS SHALL BE REPAIRED
PER 7 / AD1.00
69
8
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DE
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O
N
DA
T
E
RE
V
I
E
W
E
D
BY
JOB NUMBER:
DRAWING SCALE:
NO
.
COPYRIGHT:
These drawings are an instrument of service and are
the property of SBSA, LLC.
They may not be duplicated, disclosed, or reproduced
without the expressed written consent of SBSA, LLC.
Copyrights and infringements will be enforced and
prosecuted.
5926 McIntyre Street
Golden, Colorado 80403
Ph: (877) 221-7272
321099.00
NTS
RM
J
RM
J
JJ
F
1/
2
1
/
2
0
2
2
N
O
T
F
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C
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0
%
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RM
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BA
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3/
4
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2
0
2
2
FO
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P
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R
M
I
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3
REPAIRS AT GRADE SHALL BE COORDINATED WITH
CIVIL REGRADING PLAN
REPAIRS AT GRADE SHALL BE COORDINATED WITH
CIVIL REGRADING PLAN
A6.00
INSTALL (2) SIMPSON DTT1Z AT EACH
LOCATION, DTT1Z SHALL BE FASTENED
TO UNDERSIDE OF DECK AT LEDGER PER
SIMPSON FASTENING REQUIREMENT
5
AD1.00
5
AD1.00
7
AD1.00
9
AD1.00
10
AD1.00RE: CIVIL
12
AD1.00 AT SIDING
TO DECK
1 NOT TO SCALE - FOR REFERENCE ONLY
WEST ELEVATION
2 NOT TO SCALE - FOR REFERENCE ONLY
SOUTH ELEVATION
9
AD1.00
10
AD1.00RE: CIVIL
12
AD1.00 AT SIDING
TO DECK
5
AD1.00
ANTICIPATED REPAIR
EXTENT
REPAIR CALL OUTS IDENTIFY TYPICAL REPAIRS
FOR THE ELEVATION, REFER TO HATCHED AREAS
FOR SIMILIAR REPAIR LOCATIONS
ALL DIVERTER LOCATIONS SHALL BE REPAIRED
PER 7 / AD1.00
69
6
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BUILDING 6 SOUTH &
WEST
RE
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A
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A
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BU
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6
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&
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DR
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DE
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D
BY
DE
S
C
R
I
P
T
I
O
N
DA
T
E
RE
V
I
E
W
E
D
BY
JOB NUMBER:
DRAWING SCALE:
NO
.
COPYRIGHT:
These drawings are an instrument of service and are
the property of SBSA, LLC.
They may not be duplicated, disclosed, or reproduced
without the expressed written consent of SBSA, LLC.
Copyrights and infringements will be enforced and
prosecuted.
5926 McIntyre Street
Golden, Colorado 80403
Ph: (877) 221-7272
321099.00
NTS
RM
J
RM
J
JJ
F
1/
2
1
/
2
0
2
2
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
5
0
%
F
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P
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I
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G
1
RM
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RM
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BA
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2/
1
0
/
2
0
2
2
N
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F
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N
S
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5
%
F
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2
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BA
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3/
4
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2
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2
2
FO
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M
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3