HomeMy WebLinkAboutPLANETSCALE LIVING - FDP220004 - SUBMITTAL DOCUMENTS - ROUND 1 - PLANSPlanet Scale
906 E Stuart St,
Fort Collins, CO
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GENERAL CONSTRUCTION NOTES:
1.DRAWINGS ARE MEANT TO SHOW INTENT ONLY, NOT EXACT DETAIL. THESE
DRAWINGS ARE A "BUILDERS SET" AND INTENDED FOR THE USE ON AN
EXPERIENCED AND WELL QUALIFIED CONTRACTOR WHO MAY INFER REASONABLE
INFORMATION BASED ON EXPERIENCE COMMON IN THE INDUSTRY AND TRADES,
QUALITY LEVEL IS A REQUIRED STANDARD. DO NOT SCALE DRAWINGS. ALL
DIMENSIONS SHOWN ARE TO FACE OF STUD, OR CENTERLINE OF STRUCTURAL
STEEL, UNLESS OTHERWISE NOTED. FIELD VERIFY ALL CONDITIONS OF WORK AND
REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR CLARIFICATIONS BEFORE
STARTING ANY WORK. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL ERRORS IN
HIS WORK, INCLUDING THE LACK OF FIELD VERIFICATION OF EXISTING CONDITIONS.
2.ALL EXTERIOR WALLS TO BE MINIMUM 6" DIMENSION IF IN FRAME AND 8" IF IN CMU,
TYPICAL.
3.ALL SHIM SPACES, AS SHOWN ON DOOR AND WINDOW DETAILS AND STOREFRONT,
ARE TO BE COORDINATED IN THE FIELD WHEN CONSTRUCTED.
4.ALL GYPSUM BOARD USED IN WET AREAS, I.E.: JANITOR CLOSETS, REST ROOMS,
ETC., SHALL RECEIVE WATER RESISTANT GYPSUM BOARD. ALL INTERIOR WALLS TO
PENETRATE ABOVE THE CEILING A MINIMUM OF 4".
5.ALL SITE WORK TO BE IN STRICT CONFORMANCE WITH THE RECOMMENDATIONS OF
THE PROJECTS SOILS REPORT. REFER TO THE CIVIL DRAWINGS FOR FINISH
GRADING INFORMATION, TOP OF CURB ELEVATION, SITE DRAINAGE REQUIREMENTS,
AND BUILDING HORIZONTAL AND VERTICAL CONTROLS.
6.ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATING THEIR OWN
WORK WITH THAT OF OTHER TRADES.
7.ELECTRICAL AND MECHANICAL CONDITIONS ARE TO BE FIELD VERIFIED. ERRORS
OR OMITS OF SUCH CONDITIONS WILL NOT BE ALLOWED. ALL WORK UNDER SUCH
CONTRACTS TO BE IN COMPLIANCE WITH APPLICABLE LOCAL CODE REQUIREMENTS.
8.GLAZING CONTRACTOR SHALL FURNISH ALL BREAK METAL TRIM; AND SHALL
FURNISH THE REQUIRED SHOP DRAWINGS AND CALCULATIONS FOR ALL
STOREFRONT AND GLASS DESIGN PER APPLICABLE LOCAL CODE REQUIREMENTS.
9.ALL WORKMANSHIP TO BE WARRANTED FOR ONE FULL YEAR FROM DATE OF
COMPLETION OF CONTRACT, ANY DAMAGE TO ADJOINING CONDITIONS DURING
CONSTRUCTION ARE TO BE REPAIRED OR REPLACED AND WARRANTED BY
CONTRACTOR AT CONTRACTOR EXPENSE.
10.ALL PENETRATIONS THROUGH FIRE WALLS SHALL BE SEALED BY THE TRADE MAKING
THE PENETRATION, IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS.
11.ALL CONTRACTORS AND SUBCONTRACTORS WILL THOROUGHLY FAMILIARIZE
THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS AND WILL VERIFY EXISTING
SITE AND CONDITIONS PRIOR TO SUBMITTING A BID. ALL SUBCONTRACTORS WILL
PROVIDE ALL LABOR, SUPERVISION, AND MATERIALS OF EVERY TYPE WHICH MAY BE
NECESSARY FOR A SUCCESSFUL COMPLETION. ALL WORK TO BE PERFORMED IN A
GOOD AND WORKMANLIKE MANNER ACCORDING TO THE TRUE INTENT AND MEANING
OF THE DRAWINGS AND SPECIFICATIONS.
12.THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL NOT HAVE CONTROL,
OF AND WILL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES, PROCEDURES, OR SAFETY PRECAUTIONS AND
PROGRAMS IN CONNECTION WITH THE WORK ON THIS PROJECT OR FOR THE ACTS
OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS
PERFORMING ANY OF THE WORK ON THIS SITE, NOR FOR THE FAILURE OF ANY OF
THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE
CONTRACT AND OR THESE CONSTRUCTION DOCUMENTS.
13.SITE SAFETY: EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS AND
RELATED OSHA STANDARDS FOR THE PROTECTION AND SAFETY FOR THEIR
EMPLOYEES ON SITE. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL
BE HELD HARMLESS BY THE OWNER, GENERAL CONTRACTOR AND RELATED
AWARDED TRADES ON THIS PROJECT FOR ACCIDENTS OR INJURIES CAUSED OR
ACCRUED ON THIS PROPERTY DURING THE PRE/ACTUAL/POST CONSTRUCTION
PHASES OF THIS PROJECT.
VICINITY MAP
CODE ANALYSIS
CREDITS:
MEP ENGINEER
LOREN PRIEST
EE LLC
12005 ANTELOPE TRAIL
PARKER, CO 80138
(303) 748-1189
loren@eeparker.com
CIVIL ENGINEER
GARRETT GOODLIN, P.E.
HCI ENGINEERING
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
(303) 979-3900, ext. 211
GarrettGoodlin@haberergroup.com
LANDSCAPE
GREG ROESLER
GMR | LANDSCAPE ARCHITECTURE
730 COLORADO BLVD.
SUITE 200
DENVER, CO 80206
greg@gmr-la.com
(720) 209-7244
OWNER
PLANET SCALE LIMITED
SERDAR BADEM, MATT SLATER
12933 REGAN LN
SARATOGA, CA 95070
serdar.badem@gmail.com
(310)-948-1948
ARCHITECT
WAYNE D. ANDERSON, AIA, LLC
7825 W. ONTARIO PL
LITTLETON, CO 80128
PHONE (303) 550-5678
FAX (303) 367-5354
Wayne@WAndersonAIA.com
STRUCTURAL
PEDRAM AMIN
ISTA ENGINEERS
2100 WELTON ST, UNIT 1216
DENVER, CO 80205
ista.engineers@gmail.com
(979) 739-2055
ARCHITECTURAL
A0.0 COVER SHEET
A0.1 SPECIFICATIONS
A0.2a-d ENERGY COMPLIANCE REPORTS
A1.1 SITE PLAN
A2.0 DEMOLITION PLAN
A2.1 FIRST FLOOR PLAN
A2.2 SECOND FLOOR PLAN
A3.1 ROOF PLAN
A4.1 ELEVATIONS
A4.2 ELEVATIONS
A5.1 BUILDING SECTIONS
A5.2 BUILDING SECTIONS
A5.3 BUILDING SECTIONS
A5.4 BUILDING SECTIONS
A5.5 BUILDING SECTIONS
A6.1 WALL SECTIONS
A6.2 WALL SECTIONS
A7.1 OPENING SCHEDULES
A8.1 INTERIOR ELEVATIONS
DRAWING INDEX:
MECHANICAL
M0.1 SPEC AND LEGEND
M1.0 FIRST FLOOR PLAN
M2.0 SECOND FLOOR PLAN
M3.0 DETAILS
M4.0 COMCHECK
M41.LOAD CALCS
PLUMBING
P0.1 SPECS AND LEGEND
P1.0 UNDERGROUND WASTE PLAN
P1.1 FIRST FLOOR WASTE PLAN
P1.2 FIRST FLOOR WATER PLAN
P2.0 SECOND FLOOR PLAN
P3.0 DETAILS
P4.0 ISOMETRICS
ELECTRICAL
E0.1 ONE-LINE NOTES AND SCHEDULES
E1.0 POWER PLANS
E2.0 PHOTOMETRIC PLAN
E3.0 COMCHECK
WAYNE D.
ANDERSON
C-2974STATEOFCOL
O
R
ADOLI
CE
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SED A R C H ITECTCIVIL
C1.0 COVER SHEET
C1.1 EC - NOTES
C1.2 HCI NOTES
C1.2 SITE DEMO PLAN
C2.0 SITE PLAN
C2.1 GRADING PLAN
C3.0 UTILITY PLAN
C4.0 DETAILS
C4.1 DETAILS
C5.0 EROSION CONTROL
C5.1 EC - DETAILS
C5.2 EC - DETAILS
LANDSCAPE
L-1 TREE MITIGATION PLAN
L-2 LANDSCAPE PLAN
L-2 LANDSCAPE DETAILS
Codes used:2018 IRC
1) Classify the Building
A) Occupancy Classification
Occupancy Groups:R-2
B) Type of Construction
Construction Type:V-B FULLY FIRE SPRINKLERED
C) Location on Property
Side yards on 4
Closeted PL = North 24 ft
D) Allowable floor Area and increases per Section 506
ALLOWABLE Unlimited
1st floor Unit A (I bedroom)880 sf
Unit B (2 bedroom)957 sf
2nd floor Unit C (1 bedroom)1,060 sf
Unit D (2 bedroom)1,097 sf
Total=3,994 sf
E) Height and Number of Stories
Per Table 503
Maximum allowed:3 Story 40 feet
Proposed building height 24.5 feet
F) Fire Alarm and Detection Under separate contract, but to include smoke and carbon monoxide detectors
Alarm system, connected to a private security monitoring company.
H) Exterior Walls R302
Wall < 5' to PL 0 Hour Fire Rating
Projections <5' to PL 0 Hour Fire Rating
Openings <5' 0 Hour Fire Rating
Penetrations <5' 0 Hour Fire Rating
I) Room areas R304
One habitable room > 120sf OK
All habitable rooms > 70sf OK
All habitable room > 7' Dim OK
J) Ceiling Heights R305
All habitable room > 7' Dim OK
Sloped ceilings in Habitable rooms 50% >7' ht OK
Sloped ceilings in Habitable rooms >5' ht OK
Bath 6'-8' at Fixtures OK
K) Toilet Bath and Showers R307
Layout complies with R307 OK
L) Glazing R308
Complies with R308.3.1 (1)OK
Complies with R308.3.1 (2)OK
M) Emergency Egress openings R310
Minimum opening sizes 5.7 sf OK
Minimum opening height >24"OK
Minimum opening width >20"OK
Minimum opening height above floor >44"
N) Window Wells
Area > 5.7 sf OK
Minimum Dimensions > 36"OK
Depth > 44" ladder required OK
O) Means of Egress R311
At least one door > 32"OK
Hallways > 36"OK
Stairways > 36"OK
Stair headroom > 6'-8"OK
Windows comply with R311.7.4 N/A
Windows comply with R311.7.4.2 N/A
Max risers < 7"OK
Min Tread > 10"OK
Handrails comply with R311.7.7 OK
P) Guards R312
Provided at required locations OK
Heights > 42"OK
Rail spacing < 4" OK
PROJECT SPECIFICATIONS
DIVISION 1 - GENERAL REQUIREMENTS:
01000 GENERAL REQUIREMENTS:
INCLUDE ALL FEES, PERMITS, INSPECTION AS REQUIRED FOR THIS PROJECT.
ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE
WITH APPLICABLE CODES, REGULATIONS, AND ORDINANCES HAVING JURISDICTION. THE
CONTRACTOR AND HIS SUB-CONTRACTORS ARE TO PROVIDE: ALL WORK REQUIRED FOR A
COMPLETE AND USABLE FACILITY WHEN COMPLETE, ALL FIELD SUPERVISION. ALL FINISH
MATERIALS SHALL CONFORM AND COMPLY WITH APPLICABLE FLAME SPREAD
REQUIREMENTS OF GOVERNING CODE AND REGULATIONS. DO NOT SCALE DRAWINGS.
FIELD VERIFY ALL CONDITIONS OF WORK AND REPORT ANY DISCREPANCIES TO THE
ARCHITECT. DRAWINGS ARE MEANT TO SHOW INTENT ONLY NOT EXACT DETAIL. ALL
DIMENSIONS SHOWN ARE TO FACE OF STUDS UNLESS OTHERWISE INDICATED.
SUB-CONTRACTORS ARE TO FIELD VERIFY ALL CONDITIONS, LOCATIONS, AND HOOK UP
REQUIREMENTS OF ALL EQUIPMENT, PRIOR TO ROUGH IN OF ANY WORK. ALL MATERIALS
AND EQUIPMENT TO BE INSTALLED PER THE MANUFACTURERS INSTRUCTIONS AND
SPECIFICATIONS.
01040 PROJECT COORDINATION:
INSPECTION OF CONDITIONS, REQUIRES THE INSTALLERS OF EACH MAJOR COMPONENT TO
INSPECT BOTH THE SUBSTRATE AND CONDITIONS UNDER WHICH WORK IS TO BE
PERFORMED. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN
CORRECTED IN AN ACCEPTABLE MANNER. MANUFACTURER'S INSTRUCTIONS: COMPLY
WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS, TO THE
EXTENT THAT THOSE INSTRUCTIONS AND RECOMMENDATIONS ARE MORE EXPLICIT OR
STRINGENT THAN REQUIREMENTS CONTAINED IN CONTRACT DOCUMENTS. MOUNTING
HEIGHTS: WHERE MOUNTING HEIGHTS ARE NOT INDICATED, INSTALL INDIVIDUAL
COMPONENTS AT STANDARD MOUNTING HEIGHTS RECOGNIZED WITHIN THE INDUSTRY FOR
THE PARTICULAR APPLICATION INDICATED. REFER QUESTIONABLE MOUNTING HEIGHT
DECISIONS TO THE ARCHITECT FOR FINAL DECISION. LIMITING EXPOSURES: SUPERVISE
CONSTRUCTION ACTIVITIES TO ENSURE THAT NO PART OF THE CONSTRUCTION,
COMPLETED OR IN PROGRESS, IS SUBJECT TO HARMFUL, DANGEROUS, DAMAGING, OR
OTHERWISE DELETERIOUS EXPOSURE DURING THE CONSTRUCTION PERIOD.
01045 CUTTING AND PATCHING:
REQUIREMENTS FOR STRUCTURAL WORK: DO NOT CUT AND PATCH STRUCTURAL
ELEMENTS IN A MANNER THAT WOULD REDUCE THEIR LOAD-CARRYING CAPACITY OR
LOAD-DEFLECTION RATIO. USE MATERIALS THAT ARE IDENTICAL TO EXISTING MATERIALS.
IF IDENTICAL MATERIALS ARE NOT AVAILABLE OR CANNOT BE USED WHERE EXPOSED
SURFACES ARE INVOLVED, USE MATERIALS THAT MATCH EXISTING ADJACENT SURFACES
TO THE FULLEST EXTENT POSSIBLE WITH REGARD TO VISUAL EFFECT. USE MATERIALS
WHOSE INSTALLED PERFORMANCE WILL EQUAL OR SURPASS THAT OF EXISTING
MATERIALS. BEFORE CUTTING EXISTING SURFACES, EXAMINE SURFACES TO BE CUT AND
PATCHED AND CONDITIONS UNDER WHICH CUTTING AND PATCHING IS TO BE PERFORMED.
TAKE CORRECTIVE ACTION BEFORE PROCEEDING, IF UNSAFE OR UNSATISFACTORY
CONDITIONS ARE ENCOUNTERED. PROVIDE TEMPORARY SUPPORT OF WORK TO BE CUT.
PROTECT EXISTING CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT
DAMAGE. PROVIDE PROTECTION FROM ADVERSE WEATHER CONDITIONS FOR PORTIONS
OF THE PROJECT THAT MIGHT BE EXPOSED DURING CUTTING AND PATCHING OPERATIONS.
AVOID INTERFERENCE WITH USE OF ADJOINING AREAS OR INTERRUPTION OF FREE
PASSAGE TO ADJOINING AREAS. TAKE ALL PRECAUTIONS NECESSARY TO AVOID CUTTING
EXISTING PIPE, CONDUIT OR DUCTWORK SERVING THE BUILDING, BUT SCHEDULED TO BE
REMOVED OR RELOCATED UNTIL PROVISIONS HAVE BEEN MADE TO BYPASS THEM. CUT
EXISTING CONSTRUCTION USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS TO BE
RETAINED OR ADJOINING CONSTRUCTION IN GENERAL, WHERE CUTTING IS REQUIRED USE
HAND OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING
AND CHOPPING. CUT HOLES AND SLOTS NEATLY TO SIZE REQUIRED WITH MINIMUM
DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS WHEN NOT IN
USE.
TO AVOID MARRING EXISTING FINISHED SURFACES, CUT OR DRILL FROM THE EXPOSED OR
FINISHED SIDE INTO CONCEALED SURFACES. CUT THROUGH CONCRETE AND MASONRY
USING A CUTTING MACHINE SUCH AS A CARBORUNDUM SAW OR DIAMOND CORE DRILL.
COMPLY WITH REQUIREMENTS OF APPLICABLE SECTIONS OF DIVISION-2 WHERE CUTTING
AND PATCHING REQUIRES EXCAVATING AND BACKFILLING. BY-PASS UTILITY SERVICES
SUCH AS PIPE OR CONDUIT, BEFORE CUTTING, WHERE SERVICES ARE SHOWN OR
REQUIRED TO BE REMOVED, RELOCATED OR ABANDONED. CUT-OFF PIPE OR CONDUIT IN
WALLS OR PARTITIONS TO BE REMOVED. CAP, VALVE OR PLUG AND SEAL THE REMAINING
PORTION OF PIPE OR CONDUIT TO PREVENT ENTRANCE OF MOISTURE OR OTHER FOREIGN
MATTER AFTER BY-PASSING AND CUTTING. PATCH WITH DURABLE SEAMS THAT ARE AS
INVISIBLE AS POSSIBLE.
RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO
RETAINED ADJOINING CONSTRUCTION IN A MANNER THAT WILL ELIMINATE EVIDENCE OF
PATCHING AND REFINISHING. WHERE REMOVAL OF WALLS OR PARTITIONS EXTENDS ONE
FINISHED AREA INTO ANOTHER, PATCH AND REPAIR FLOOR AND WALL SURFACES IN THE
NEW SPACE TO PROVIDE AN EVEN SURFACE OF UNIFORM COLOR AND APPEARANCE.
REMOVE EXISTING FLOOR AND WALL COVERINGS AND REPLACE WITH NEW MATERIALS, IF
NECESSARY TO ACHIEVE UNIFORM COLOR AND APPEARANCE. WHERE PATCHING OCCURS
IN A SMOOTH PAINTED SURFACE, EXTEND FINAL PAINT COAT OVER ENTIRE UNBROKEN
CONTAINING THE PATCH, AFTER THE PATCHED AREA HAS RECEIVED PRIMER AND SECOND
COAT. THOROUGHLY CLEAN AREAS AND SPACES WHERE CUTTING AND PATCHING IS
PERFORMED OR USED AS ACCESS. REMOVE COMPLETELY PAINT, MORTAR, OILS, PUTTY
AND ITEMS OF SIMILAR NATURE. THOROUGHLY CLEAN PIPING, CONDUIT AND SIMILAR
FEATURES BEFORE PAINTING OR OTHER FINISHING IS APPLIED. RESTORE DAMAGED PIPE
COVERING TO ITS ORIGINAL CONDITION.
01300 SUBMITTALS:
SUBMITTALS ARE ONLY REQUIRED IF THE PRODUCT BEING INSTALLED IS DIFFERENT THEN
WHAT IS SPECIFIED HERE IN AND OR FROM WHAT THE OWNER HAS ALREADY APPROVED.
COORDINATE PREPARATION AND PROCESSING OF SUBMITTALS WITH PERFORMANCE OF
CONSTRUCTION ACTIVITIES. TRANSMIT EACH SUBMITTAL SUFFICIENTLY IN ADVANCE OF
PERFORMANCE OF RELATED CONSTRUCTION ACTIVITIES TO AVOID DELAY.
ALLOW SUFFICIENT REVIEW TIME SO THAT INSTALLATION WILL NOT BE DELAYED AS A
RESULT OF THE TIME REQUIRED TO PROCESS SUBMITTALS, INCLUDING TIME FOR ALL
RE-SUBMITALS. SHOP DRAWINGS INCLUDE FABRICATION AND INSTALLATION DRAWINGS,
SETTING DIAGRAMS, SCHEDULES, PATTERNS, TEMPLATES AND SIMILAR DRAWINGS. DO
NOT SUBMIT PRODUCT DATA UNTIL COMPLIANCE WITH REQUIREMENTS OF THE CONTRACT
DOCUMENTS HAS BEEN CONFIRMED.
01400 QUALITY CONTROL SERVICES:
QUALITY CONTROL SERVICES INCLUDE INSPECTIONS AND TESTS AND RELATED ACTIONS
INCLUDING REPORTS, PERFORMED BY INDEPENDENT AGENCIES, GOVERNING AUTHORITIES,
AND THE CONTRACTOR. INSPECTION AND TESTING SERVICES ARE REQUIRED TO VERIFY
COMPLIANCE WITH REQUIREMENTS SPECIFIED OR INDICATED. THESE SERVICES DO NOT
RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR COMPLIANCE WITH CONTRACT
DOCUMENT REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE INSPECTIONS, TESTS AND
SIMILAR QUALITY CONTROL SERVICES, AS NORMALLY PROVIDED FOR, FOR A PROJECT OF
THIS SCOPE AND REQUIRED BY GOVERNING AUTHORITIES. THESE SERVICES INCLUDE
THOSE SPECIFIED TO BE PERFORMED BY AN INDEPENDENT AGENCY AND NOT BY THE
CONTRACTOR. SEE STRUCTURAL SPECIFICATIONS ON SHEET S1.0 FOR FURTHER
REQUIREMENTS ON TESTING AND SPECIAL INSPECTIONS. COSTS FOR THESE SERVICES
SHALL BE INCLUDED IN THE CONTRACT SUM.
01500 TEMPORARY FACILITIES:
CONTRACTOR TO PROVIDE HIS OWN ON SITE CONSTRUCTION TRAILER, AND LAVATORY
FACILITIES DURING THE EXTENT OF THIS PROJECT.
01700 PROJECT CLOSE OUT:
DAMAGED CONSTRUCTION: REPLACE CONSTRUCTION AND OTHER COMPONENTS OF THE
WORK THAT HAVE BEEN DAMAGED OR HAVE DETERIORATED BEYOND SUCCESSFUL REPAIR
BY MEANS OF FINISH TOUCH-UP OR SIMILAR MINOR REPAIR PROCEDURES. AND REPORT
THIS TO THE ARCHITECT FOR VERIFICATION OF REPAIR.
01710 CLEANING:
REMOVE TEMPORARY PROTECTIVE COVERINGS AND STRIPPABLE FILMS (IF ANY) AS SOON
AS EACH COMPONENT IS INSTALLED. PROVIDE CONSTRUCTION CLEANING DURING AND
AFTER WHEN ALL WORK IS COMPLETE. CLEAN ALL GLASS, CLEAN ALL FLOORS, POLISH ALL
METAL SURFACES AS REQUIRED.
01740 WARRANTIES:
CONTRACTOR AND ALL OF HIS SUB-CONTRACTORS ARE TO PROVIDE A ONE YEAR
WARRANTY FROM DATE OF FINAL INSPECTION.
DIVISION 2 - SITE WORK:
02080 UTILITIES:
SEE CIVIL DRAWINGS FOR ALL UTILITY WORK.
(UNDER SEPARATE COVER)
02511 HOT MIXED ASPHALT PAVING:
PREPARE SUB-BASE IN ACCORDANCE WITH THE SOILS REPORT.
GENERAL: USE LOCALLY AVAILABLE MATERIALS AND GRADATIONS THAT EXHIBIT A
SATISFACTORY RECORD OF PREVIOUS INSTALLATIONS.
COARSE AGGREGATE: SOUND, ANGULAR CRUSHED STONE, CRUSHED GRAVEL, OR
PROPERLY CURED CRUSHED BLAST FURNACE SLAG, COMPLYING WITH ASTM D 692-88.WNN
FINE AGGREGATE: SHARP-EDGED NATURAL SAND OR SAND PREPARED FROM STONE,
PROPERLY CURED BLAST FURNACE SLAG, GRAVEL, OR COMBINATIONS THEREOF,
COMPLYING WITH ASTM D 1073.
MINERAL FILLER: ROCK OR SLAG DUST, HYDRAULIC CEMENT, OR OTHER INERT MATERIAL
COMPLYING WITH ASTM D 242.
ASPHALT CEMENT: ASTM D 33B1 FOR VISCOSITY-GRADED MATERIAL; ASTM D 946 FOR
PENETRATION-GRADED MATERIAL.
PRIME COAT: CUT-BACK ASPHALT TYPE, ASTM D 2027; MC-30, MC-70 OR MC-250.
TACK COAT: EMULSIFIED ASPHALT; ASTM D 977.
HERBICIDE TREATMENT: COMMERCIAL CHEMICAL FOR WEED CONTROL, REGISTERED BY
ENVIRONMENTAL PROTECTION AGENCY. PROVIDE GRANULAR, LIQUID, OR WETTABLE
POWDER FORM.
AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,
MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED IN THE WORK
INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
CIBA-GEIGY CORP.
DOW CHEMICAL U.S.A.
E.I. DU PONT DE NEMOURS & CO., INC.
FMC CORP.
THOMPSON-HAYWARD CHEMICAL CO.
U.S. BORAX AND CHEMICAL CORP.
LANE MARKING PAINT: ALKYD-RESIN TYPE, READY-MIXED COMPLYING WITH AASHTO M 248,
TYPE I. COLOR: YELLOW.
WHEEL STOPS: 2,500-PSI COMPRESSIVE STRENGTH PRECAST, AIR-ENTRAINED CONCRETE,
APPROXIMATELY 6 INCHES HIGH, 9 INCHES WIDE, AND 7 FEET LONG. PROVIDE CHAMFERED
CORNERS AND DRAINAGE SLOTS ON UNDERSIDE. SECURE WHEEL STOPS TO HOT-MIXED
ASPHALT SURFACE WITH NOT LESS THAN TWO 3/4-INCH-DIAMETER GALVANIZED STEEL
DOWELS EMBEDDED IN PRECAST CONCRETE AT 1/3 POINTS. SIZE LENGTH OF DOWEL TO
PENETRATE AT LEAST 1/2 HOT-MIXED ASPHALT DEPTH.
PROVIDE PLANT-MIXED, HOT-LAID ASPHALT-AGGREGATE MIXTURE COMPLYING WITH ASTM
D 3515 AND AS RECOMMENDED BY THE SOILS REPORT.
REMOVE LOOSE MATERIAL FROM COMPACTED SUBBASE SURFACE IMMEDIATELY BEFORE
APPLYING HERBICIDE TREATMENT OR PRIME COAT.
PROOF-ROLL PREPARED SUBBASE SURFACE TO CHECK FOR UNSTABLE AREAS AND AREAS
REQUIRING ADDITIONAL COMPACTION. NOTIFY ARCHITECT OF UNSATISFACTORY
CONDITIONS. DO NOT BEGIN PAVING WORK UNTIL DEFICIENT SUBBASE AREAS HAVE BEEN
CORRECTED AND ARE READY TO RECEIVE PAVING.
02520 PORTLAND CEMENT CONCRETE PAVING:
EXTENT OF PORTLAND CEMENT CONCRETE PAVING IS SHOWN ON DRAWINGS, INCLUDING
CURBS, GUTTERS, WALKWAYS, AND PAVEMENT. PREPARED SUBBASE IS SPECIFIED IN THE
SOILS REPORT.
CONCRETE AND RELATED MATERIALS ARE SPECIFIED IN DIVISION 3. FORMS: STEEL, WOOD,
OR OTHER SUITABLE MATERIAL OF SIZE AND STRENGTH TO RESIST MOVEMENT DURING
CONCRETE PLACEMENT AND TO RETAIN HORIZONTAL AND VERTICAL ALIGNMENT UNTIL
REMOVAL. USE STRAIGHT FORMS, FREE OF DISTORTION AND DEFECTS. WELDED WIRE
MESH: WELDED PLAIN COLD-DRAWN STEEL WIRE FABRIC, ASTM A 185. JOINT DOWEL BARS:
PLAIN STEEL BARS, ASTM A 615, GRADE 60. CUT BARS TRUE TO LENGTH WITH ENDS
SQUARE AND FREE OF BURRS. CONCRETE FINISHING AFTER STRIKING-OFF AND
CONSOLIDATING CONCRETE, SMOOTH SURFACE BY SCREEDING AND FLOATING. USE HAND
METHODS ONLY WHERE MECHANICAL FLOATING IS NOT POSSIBLE. ADJUST FLOATING TO
COMPACT SURFACE AND PRODUCE UNIFORM TEXTURE. AFTER FLOATING, TEST SURFACE
FOR TRUENESS WITH A 10-FT. STRAIGHTEDGE. DISTRIBUTE CONCRETE AS REQUIRED TO
REMOVE SURFACE IRREGULARITIES, AND REFLOAT REPAIRED AREAS TO PROVIDE A
CONTINUOUS SMOOTH FINISH. WORK EDGES OF SLABS, GUTTERS, BACK TOP EDGE OF
CURB, AND FORMED JOINTS WITH AN EDGING TOOL, AND ROUND TO 1/2-INCH RADIUS,
UNLESS OTHERWISE INDICATED. ELIMINATE TOOL MARKS ON CONCRETE SURFACE. AFTER
COMPLETION OF FLOATING AND WHEN EXCESS MOISTURE OR SURFACE SHEEN HAS
DISAPPEARED, COMPLETE TROWELING AND FINISH SURFACE WITH A BROOM FINISH BY
DRAWING A FINE-HAIR BROOM ACROSS CONCRETE SURFACE PERPENDICULAR TO LINE OF
TRAFFIC. REPEAT OPERATION IF REQUIRED TO PROVIDE A FINE LINE TEXTURE
ACCEPTABLE TO ARCHITECT.
02900 LANDSCAPE WORK:
SEE LANDSCAPE PLANS
(UNDER SEPARATE COVER)
DIVISION 3 - CONCRETE:
03300 CAST-IN-PLACE CONCRETE:
ALL CONCRETE SHALL BE TYPE II MODIFIED PER THE SOILS REPORT
SEE STRUCTURAL DRAWINGS (UNDER SEPERATE COVER)
03375 CONCRETE SEALING:
APPLY THREE COATS OF KURE-N-SEAL 30 BY SONNEBORN BUILDING PRODUCTS OR EQUAL
ON ALL NEW INTERIOR CONCRETE SLABS.
DIVISION 4 - MASONRY:
04220 CONCRETE UNIT MASONRY:
WHERE CONCRETE BLOCKS ARE INDICATED OR IN ALL CONCEALED LOCATIONS PROVIDE
LIGHTWEIGHT HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS COMPLYING WITH ASTM
C90, GRADE N, TYPE I, COLOR AND STYLE AS SELECTED BY THE OWNER. ALL MASONRY
WALLS SHALL DEVELOP 1500 PSI ULTIMATE COMPRESSIVE STRENGTH (F'M) IN 28 DAYS.
BLOCK REINFORCING SHALL BE ASTM A615, GRADE 60, STANDARD DUR-O-WALL, LADDER
TYPE AT 16" O.C. WALLS SHALL HAVE A VERTICAL WALL REINFORCEMENT ACCORDING TO
THE STRUCTURAL REQUIREMENTS. PROVIDE A WATER REPELLENT COATING OF
CHEM-TRETE PB AS MANUFACTURED BY HULS AMERICA, OR EQUAL. TO ALL EXTERIOR
EXPOSED CMU. WHERE NEW MASONRY UNITS ARE TO BE USED, THEY SHALL MATCH
TEXTURE, STYLE AND COLOR OF THE EXISTING MASONRY UNITS.
DIVISION 5 - METALS:
05400 COLD FORMED METAL FRAMING:
MANUFACTURERS STANDARD LOAD-BEARING STEEL STUDS AND ACCESSORIES AS
RECOMMENDED BY MANUFACTURER. 16 GAGE AND HEAVIER UNITS FABRICATE METAL
FRAMING COMPONENTS OF STRUCTURAL QUALITY STEEL SHEET WITH A MINIMUM YIELD
POINT OF 50,000 PSI; ASTM A446, A570, OR A611. 18 GAGE AND LIGHTER UNITS FABRICATE
METAL FRAMING COMPONENTS OF COMMERCIAL QUALITY STEEL SHEET WITH A MINIMUM
YIELD POINT OF 33,000 PSI; ASTM A446, A570, OR A611.
05500 METAL FABRICATIONS:
STRUCTURAL STEEL WIDE FLANGE SECTION ASTM A992, GRADE 50
STEEL ANGLES AND PLATES ASTM A36
STEEL TUBING ASTM A500, GRADE B
STEEL PIPE ASTM A53, GRADE B
SEE STRUCTURAL SPECIFICATIONS FOR FURTHER REQUIREMENTS.
SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO MANUFACTURE.
SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION
(UNDER SEPERATE COVE)
DIVISION 6 - WOODS AND PLASTICS:
06100 ROUGH CARPENTRY:
NOTE: THIS IS A TYPE III BUILDING WOOD IS NOT ALLOWED IN USE FOR ANY STRUCTURAL
ELEMENT.
ALL MATERIAL TO BE NEW. ALL PLYWOOD TO BE EXTERIOR GRADE, AND TO CARRY APA
CERTIFICATION. ALL WOOD EXPOSED TO THE EXTERIOR OR CONCRETE TO BE PRESSURE
TREATED. ALL WOOD EXPOSED TO THE INTERIOR TO BE FIRE TREATED WOOD. ALL
CHANGES IN LUMBER SPECIES OR GRADE MUST BE APPROVED IN WRITING BY THE
ARCHITECT. ALL LUMBER MUST BEAR AN APPROVED GRADING STAMP.
DIMENSIONAL LUMBER: SHALL BE HEM FIR #2, FB = 950 PSI.
ALL NAILING MUST BE IN STRICT ACCORDANCE WITH THE CURRENT CODE NAILING
SCHEDULES.
PLYWOOD: SHALL CONFORM WITH AMERICAN PLYWOOD ASSOCIATIONS CURRENT
PRODUCT STANDARD SPECIFICATIONS, AND SHALL BE PERFORMANCE RATED BY THE
AMERICAN PLYWOOD ASSOCIATION.
6200 FINISH CARPENTRY:
ALL CABINETRY SHOWN IS FOR BID PUPOSES ONLY, GC TO PROVIDE OWNER WITH MORE
DETAILED CABINET SHOP DRAWINGS FOR REVIEW AND APPROVAL BEFORE MAKING ANY
CABINET.
ALL MATERIAL TO BE NEW, TRIM TO BE PAINT GRADE, UNLESS OTHERWISE NOTED. ALL
WOOD EXPOSED TO THE EXTERIOR TO BE PRESSURE TREATED.
DIVISION 7 - THERMAL AND MOISTURE PROTECTION:
07160 BITUMINOUS DAMPPROOFING:
EXTENT OF EACH TYPE OF DAMPPROOFING WORK IS INDICATED ON DRAWINGS. PROCEED
WITH DAMPPROOFING WORK ONLY AFTER SUBSTRATE CONSTRUCTION AND PENETRATING
WORK HAVE BEEN COMPLETED. PROVIDE BITUMINOUS DAMPPROOFING MATERIALS WHICH
ARE CERTIFIED IN WRITING BY MANUFACTURER OF PRIMARY DAMPPROOFING MATERIALS
TO BE SUPERIOR IN PERFORMANCE FOR APPLICATION INDICATED. COMPLY WITH
MANUFACTURER'S INSTRUCTIONS TO ENSURE SATISFACTORY PERFORMANCES OF WORK.
07210 BUILDING INSULATION:
PROVIDE BUILDING INSULATION TO COMPLY WITH THE FOLLOWING:
MASONRY FOAM INSULATION.
BATT INSULATION AND VAPOR BARRIER.
RIGID ROOF INSULATION FOR FLAT ROOFS AND SLOPED ROOFS.
072119 FOAMED IN PLACE INSULATION
ICYNENE SPRAY FOAM
A.INSTALLER QUALIFICATIONS: AN AUTHORIZED REPRESENTATIVE WHO IS TRAINED AND
APPROVED BY MANUFACTURER. ANY REPAIRS BY AN ICYNENE LICENSED
CONTRACTOR.
B.FIRE RESISTANCE CHARACTERISTICS: AS DETERMINED BY TESTING IDENTICAL
PRODUCTS BASED ON A 4 INCH MINIMUM THICKNESS ACCORDING TO ASTM E 119 BY A
QUALIFIED TESTING AGENCY. IDENTIFY PRODUCTS WITH APPROPRIATE MARKINGS OF
APPLICABLE TESTING AGENCY.
C.FIRE PROPAGATION CHARACTERISTICS: PASSES NFPA 285 TESTING AS PART OF AN
APPROVED ASSEMBLY.
D.SUSTAINABILITY REQUIREMENTS: PROVIDE SPRAY POLYURETHANE FOAM INSULATION
AS FOLLOWS:
1. LOW EMITTING: INSULATION TESTED ACCORDING TO CA/DPH/EHLB/V1.1-2010.
2.RESISTANT TO FUNGAL GROWTH AS PER ASTM C1338.
3.CONTAINING NO PBDE.
E.COMPLY WITH INSULATION MANUFACTURER'S WRITTEN INSTRUCTIONS APPLICABLE
TO PRODUCTS AND APPLICATIONS.
07300 ROOFING:
PROVIDE ALL ROOFING MATERIAL TO BE NEW, WITH 10 OR 20 YEAR WARRANTY AS
SELECTED BY THE OWNER. PROVIDE ROOFING AS SPECIFIED ON PLANS OR AS REQUIRE TO
MATCH THE EXISTING.
A.INSTALL SHEET FLASHING AND PREFORMED FLASHING ACCESSORIES AND ADHERE TO
SUBSTRATES ACCORDING TO ROOFING SYSTEM MANUFACTURER'S WRITTEN
INSTRUCTIONS.
1.FLASH PENETRATIONS AND FIELD-FORMED INSIDE AND OUTSIDE CORNERS WITH
CURED OR UNCURED SHEET FLASHING AS RECOMMENDED BY MANUFACTURER.
2.CLEAN SPLICE AREAS, APPLY SPLICING CEMENT, AND FIRMLY ROLL SIDE AND END
LAPS OF OVERLAPPING SHEETS ACCORDING TO MANUFACTURER'S WRITTEN
INSTRUCTIONS TO ENSURE A WATERTIGHT SEAM INSTALLATION. APPLY LAP
SEALANT AND SEAL EXPOSED EDGES OF SHEET FLASHING TERMINATIONS.
3.TERMINATE AND SEAL TOP OF SHEET FLASHING.
G.WALKWAYS: INSTALL WALKWAY PRODUCTS IN LOCATIONS INDICATED. ADHERE
WALKWAY PRODUCTS TO SUBSTRATE WITH COMPATIBLE ADHESIVE ACCORDING TO
ROOFING SYSTEM MANUFACTURER'S WRITTEN INSTRUCTIONS.
H.PROTECT SHEET MEMBRANE ROOFING FROM DAMAGE AND WEAR DURING REMAINDER
OF CONSTRUCTION PERIOD. WHEN REMAINING CONSTRUCTION WILL NOT AFFECT OR
ENDANGER ROOFING, INSPECT ROOFING FOR DETERIORATION AND DAMAGE,
DESCRIBING ITS NATURE AND EXTENT IN A WRITTEN REPORT, WITH COPIES TO
ARCHITECT AND OWNER.
I.CORRECT DEFICIENCIES IN OR REMOVE ROOFING THAT DOES NOT COMPLY WITH
REQUIREMENTS, REPAIR SUBSTRATES, REINSTALL ROOFING, AND REPAIR SHEET
FLASHING TO A CONDITION FREE OF DAMAGE AND DETERIORATION AT THE TIME OF
SUBSTANTIAL COMPLETION AND ACCORDING TO WARRANTY REQUIREMENTS.
07600 FLASHING AND SHEET METAL:
PROVIDE SHEET METAL AND FLASHING TO MATCH EXISTING CONDITIONS. AND AS SHOWN
ON THE DRAWINGS.
07900 JOINT SEALERS:
PROVIDE JOINT SEALERS, JOINT FILLERS AND OTHER RELATED MATERIALS THAT ARE
COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF
SERVICE AND APPLICATION, AS DEMONSTRATED BY SEALANT MANUFACTURER BASED ON
TESTING AND FIELD EXPERIENCE.
PROVIDE BACKER ROD WHERE APPLICABLE.
DIVISION 8 - DOORS AND WINDOWS:
08100 METAL DOORS AND FRAMES:
EXTERIOR DOORS TO BE 16 GAGE HOLLOW METAL COMPLYING WITH ASTM A40, HOT
DIPPED GALVANIZED AND PRIME PAINTED AS MANUFACTURED BY CECO DOOR DIVISION, OR
EQUAL. EXTERIOR FRAMES TO BE 16 GAGE, ALL WELDED CONSTRUCTION, INSTALLED WITH
CONCEALED FASTENERS, ANCHORED TO CONCRETE FLOOR, AND PROPERLY REINFORCED
FOR THE FINISH HARDWARE. FINISH TO BE PRIMED FOR PAINT. 1/4" CLEAR TEMPERED
GLASS AT ALL DOORS. TEMPERED GLASS AS REQUIRED AT ALL AREAS TO COMPLY WITH
LOCAL CODE.
08305 ACCESS DOORS:
PROVIDE ACCESS DOORS AS REQUIRED, PROVIDE REQUIRED FIRE RATINGS FOR ALL SIZES
NEEDED.
08410 ALUMINUM ENTRANCES AND STOREFRONTS:
PROVIDE ALUMINUM ENTRANCE AND STOREFRONT SYSTEMS CAPABLE OF WITHSTANDING
LOADS AND THERMAL AND STRUCTURAL MOVEMENT REQUIREMENTS INDICATED WITHOUT
FAILURE, BASED ON TESTING MANUFACTURER'S STANDARD UNITS IN ASSEMBLIES SIMILAR
TO THOSE INDICATED FOR THIS PROJECT. FAILURE INCLUDES AIR INFILTRATION AND
WATER PENETRATION EXCEEDING SPECIFIED LIMITS; AND FRAMING MEMBERS
TRANSFERRING STRESSES, INCLUDING THOSE CAUSED BY THERMAL AND STRUCTURAL
MOVEMENT, TO GLAZING UNITS. RE: SHEET A7.1
08710 FINISH HARDWARE:
PROVIDE HEAVY DUTY COMMERCIAL LOCKS. ALL DOOR LOCKS AS SCHEDULED ON SHEET
A7.1
ALL DOOR AND GATE HARDWARE IS TO MEET MINIMUM ADA AND ANSI STANDARDS AND
GUIDELINES, DOOR OPENING FORCE NOT TO BE GREATER THAN 5.0 POUNDS.
DIVISION 9 - FINISHES:
09110 METAL STUD SYSTEMS:
AT METAL STUD WALLS AND FRAMING, PROVIDE 16 GAGE STANDARD PUNCHED STEEL "C"
STUDS, EITHER HOT-DIP GALVANIZED OR FACTORY PRE-PAINTED. AT INTERIOR METAL STUD
PARTITIONS OF CEILING AND SOFFIT FURRING PROVIDE 22 AND 25 GAGE STANDARD
PUNCHED STEEL STUDS.
09260 GYPSUM WALLBOARD SYSTEM:
PROVIDE FED SPEC SS-L-30D, IN 48" WIDTHS
REGULAR WALLBOARD: TYPE III, GRADE R, CLASS 1, 5/8" THICK
SHEATHING: TYPE II, GRADE W, CLASS 2., 5/8" THICK
AND/OR AS INDICATED ON THE DRAWINGS.
09500 ACOUSTICAL CEILINGS:
TILES TO MATCH EXISTING SYSTEM.
ALL CEILINGS WILL CONSIST OF A WIRE SUSPENDED STEEL GRID SYSTEM AND 5/8" MINERAL
FIBRE DROP-IN PANELS, (AS SELECTED BY THE OWNER). THE TEES WILL BE ARRANGED
EITHER IN A GRID PATTERN TO FORM 2' X 4' OPENINGS, OR MATCH EXISTING GRID TO
ACCOMMODATE A SYSTEMATIC PATTERN FOR THE DROP-IN NON-DIRECTIONAL FISSURED
PANELS, AND MECHANICAL HEATING AND AIR CONDITIONING GRILLS.
09600 FLOORING:
PROVIDE A SMOOTH TRANSITION TO ALL FLOOR AREAS. SEE DRAWINGS AND FINISH
SCHEDULE FOR FLOOR FINISHES. UTILIZE MANUFACTURERS INSTALLATION REQUIREMENTS
ON ALL FINISHES.
09800 SPECIAL COATINGS:
SPECIAL COATINGS FOR INTERIOR USE:
2-COMPONENT HIGH PERFORMANCE POLYAMIDE EPOXY COATING.
SUBMIT MANUFACTURER'S TECHNICAL INFORMATION INCLUDING BASIC MATERIALS
ANALYSIS AND APPLICATION INSTRUCTIONS FOR EACH COATING MATERIAL SPECIFIED.
PROVIDE SAMPLES OF EACH COLOR AND MATERIAL TO BE APPLIED, WITH TEXTURE TO
SIMULATE ACTUAL CONDITIONS, ON REPRESENTATIVE SAMPLES OF THE ACTUAL
SUBSTRATE.
SINGLE SOURCE RESPONSIBILITY: PROVIDE PRIMERS AND UNDERCOAT MATERIAL
PRODUCED BY THE SAME MANUFACTURER AS THE FINISH COATS. USE ONLY THINNERS
RECOMMENDED BY THE MANUFACTURER, AND ONLY WITHIN RECOMMENDED LIMITS.
MATERIAL QUALITY: PROVIDE THE BEST QUALITY GRADE OF THE VARIOUS COATINGS AS
REGULARLY MANUFACTURED BY ACCEPTABLE COATING MANUFACTURERS. MATERIALS
NOT DISPLAYING MANUFACTURER'S IDENTIFICATION AS A BEST-GRADE PRODUCT WILL NOT
BE ACCEPTABLE.
EXAMINE SUBSTRATES AND CONDITIONS UNDER WHICH COATING WILL BE PERFORMED FOR
COMPLIANCE WITH REQUIREMENTS FOR APPLICATION OF COATINGS. DO NOT PROCEED
WITH APPLICATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
SURFACE PREPARATION: PERFORM SURFACE PREPARATION AND CLEANING IN
COMPLIANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOR THE PARTICULAR
SUBSTRATE CONDITIONS, AND AS SPECIFIED.
MATERIAL PREPARATION: CAREFULLY MIX AND PREPARE MATERIALS IN COMPLIANCE WITH
THE COATING MANUFACTURER'S DIRECTIONS.
APPLY SPECIAL COATINGS BY BRUSH, ROLLER, SPRAY, SQUEEGEE, OR OTHER
APPLICATORS IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. USE BRUSHES BEST
SUITED FOR THE MATERIAL BEING APPLIED. USE ROLLERS OF CARPET, VELVET BACK, OR
HIGH-PILE SHEEP'S WOOL AS RECOMMENDED BY THE MANUFACTURER FOR THE MATERIAL
AND TEXTURE REQUIRED
09900 PAINTING:
CONTRACTOR SHALL PROVIDE PAINTING OF ALL INTERIOR AND EXTERIOR SURFACES AS
FOLLOWS:
ALL MISCELLANEOUS METALS, AND TRIM
METAL DOORS, WINDOWS AND FRAMES
METAL GRILLWORK
ALL EXPOSED UNFINISHED SURFACES NOT DEFINED ELSEWHERE
CONTRACTOR SHALL APPLY PAINT TO ALL EXTERIOR SURFACES,
AND TO MATCH THE EXISTING ADJOINING SURFACES, OR AS SELECTED BY THE OWNER.
DIVISION 10- SPECIALTIES:
10522 FIRE EXTINGUISHERS:
PROVIDE FIRE EXTINGUISHERS, CABINETS, AND ACCESSORIES
TO BE GOOD QUALITY MANUFACTURE. SUBJECT TO OWNER AND LOCAL FIRE DEPARTMENT
APPROVAL.
10800 TOILET AND BATH ACCESSORIES:
PROVIDE ACCESSORIES AS SHOWN ON THE PLANS AND AS FOLLOWS:
SINGLE-SOURCE RESPONSIBILITY: PROVIDE PRODUCTS OF SAME MANUFACTURER FOR
EACH TYPE OF ACCESSORY UNIT AND FOR UNITS EXPOSED TO VIEW IN SAME AREAS,
UNLESS OTHERWISE ACCEPTABLE TO ARCHITECT.
SPECIAL PROJECT WARRANTY: PROVIDE MANUFACTURER'S WRITTEN 5-YEAR WARRANTY
AGAINST SILVER SPOILAGE OF MIRRORS, AGREEING TO REPLACE ANY MIRRORS THAT
DEVELOP VISIBLE DEFECTS WITHIN WARRANTY PERIOD.
INSTALL TOILET ACCESSORY UNITS IN ACCORDANCE WITH MANUFACTURERS'
INSTRUCTIONS, USING FASTENERS APPROPRIATE TO SUBSTRATE AND RECOMMENDED BY
MANUFACTURER OF UNIT. INSTALL UNITS PLUMB AND LEVEL, FIRMLY ANCHORED IN
LOCATIONS AND AT HEIGHTS INDICATED.
DIVISION 11 - EQUIPMENT:
11500 SPECIALIZED EQUIPMENT:
SUPPLIED BY OWNER, INSTALLED BY OWNER AND CONNECTED BY GENERAL CONTRACTOR.
DIVISION 12- FURNISHINGS:
SUPPLIED BY OWNER, INSTALLED BY OWNER.
DIVISION 13 - SPECIAL CONSTRUCTION: (NOT USED)
DIVISION 14 - CONVEYING SYSTEMS: (NOT USED)
DIVISION 15 - MECHANICAL:
ALL MECHANICAL WORK TO BE PROVIDED PER THE MECHANICAL DRAWINGS AND
SPECIFICATIONS.
SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO MANUFACTURE.
ALL CONDITIONS ARE TO BE FIELD VERIFIED. ALL WORK TO BE IN STRICT ACCORDANCE
WITH LOCAL CODES AND STANDARDS.
15400 PLUMBING:
ALL MECHANICAL WORK TO BE PROVIDED PER THE MECHANICAL DRAWINGS AND
SPECIFICATIONS.
SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO MANUFACTURE.
ALL CONDITIONS ARE TO BE FIELD VERIFIED. ALL WORK TO BE IN STRICT ACCORDANCE
WITH LOCAL CODES AND STANDARDS.
15500 HVAC:
ALL MECHANICAL WORK TO BE PROVIDED PER THE MECHANICAL DRAWINGS AND
SPECIFICATIONS.
SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO MANUFACTURE.
ALL CONDITIONS ARE TO BE FIELD VERIFIED. ALL WORK TO BE IN STRICT ACCORDANCE
WITH LOCAL CODES AND STANDARDS.
15990 TESTING, ADJUSTING, AND BALANCING:
TO BE PROVIDED BY SUBCONTRACTOR.
SEE MECHANICAL SPECIFICATIONS FOR FURTHER INFORMATION.
DIVISION 16 - ELECTRICAL:
16400 ELECTRICAL:
ALL ELECTRICAL WORK TO BE PROVIDED PER THE ELECTRICAL DRAWINGS AND
SPECIFICATIONS.
SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO MANUFACTURE.
ALL CONDITIONS ARE TO BE FIELD VERIFIED. ALL WORK TO BE IN STRICT ACCORDANCE
WITH LOCAL CODES AND STANDARDS.
WAYNE D.
ANDERSON
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Sheet Name:
No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21-23 - CD - COVER.dwg PLOTDATE: 2021-11-11 Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
UTILITY PLANS
PLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT
A PART OF TRACT 7, EAST ACRES LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 7
NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO
906 E. STUART ST., FORT COLLINS
COLORADO
UTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, CONumber:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
PHONE: (303) 979-3900
INFO@HABERERGROUP.COM
HCI 21_23
1 07.30.21 1ST SUB
11/11/2021
KZH
TGG
2 09.17.21 2ND SUB
3 11.17.21 3RD SUB
I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE
PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE
WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF
COLORADO STANDARDS AND STATUTES, RESPECTIVELY; AND THAT
I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN,
REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON
THESE PLANS.
_____________________________________________________________
T. GARRETT GOODLIN, P.E. DATE
STATE OF COLORADO NO. 56865
THESE PLANS HAVE BEEN REVIEWED BY THE CITY OF FORT COLLINS FOR CONCEPT
ONLY. THE REVIEW DOES IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT,
THE CITY OF FORT COLLINS ENGINEER, OR THE CITY OF FORT COLLINS FOR ACCURACY
AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT
IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES
REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE
OF FINANCIAL RESPONSIBILITY BY THE CITY OF FORT COLLINS FOR ADDITIONAL
QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION
PHASE.
I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE
PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE
WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF
COLORADO STANDARDS AND STATUTES, RESPECTIVELY; AND THAT
I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN,
REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON
THESE PLANS.
_____________________________________________________________
T. GARRETT GOODLIN, P.E. DATE
STATE OF COLORADO NO. 56865
THESE PLANS HAVE BEEN REVIEWED BY THE CITY OF FORT COLLINS FOR CONCEPT
ONLY. THE REVIEW DOES IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT,
THE CITY OF FORT COLLINS ENGINEER, OR THE CITY OF FORT COLLINS FOR ACCURACY
AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT
IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES
REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE
OF FINANCIAL RESPONSIBILITY BY THE CITY OF FORT COLLINS FOR ADDITIONAL
QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION
PHASE.
XXXX
GAS GAS
SAN
WAT WAT
ELEC ELEC
OHE OHE
5421
5420
XXX
CURB AND GUTTER (SPILL)
CURB AND GUTTER (CATCH)
STORM SEWER
SANITARY SEWER
WATER LINE
GAS LINE
ELECTRICAL
OVERHEAD POWER LINES
ELECTRICAL BOX
SITE LIGHT
SIGN
MANHOLES
INLET
METER PIT
GATE VALVE
THRUST BLOCK
CLEAN OUT
TREE
SLOPE
MAJOR CONTOUR
MINOR CONTOUR
SPOT ELEVATION
PROPOSED
UTILITY POLE
GAS METER
FIRE HYDRANT
FO FOFIBER OPTIC LINE
SSST ST SAN
CO
WAT
WAT
HY DHY D
BACK OF CURB
FLOWLINE
LIP (SPILL)
BACK OF CURB
FLOWLINE
LIP (CATCH)
MASTER LEGEND
GENERAL NOTES - CITY OF FORT COLLINS:
1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC
IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND
SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA
STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS.
WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE
SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST
RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED
AND APPROVED BY THE LOCAL ENTITY.
2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE
LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED
OTHERWISE.
3. THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID
FOR A PERIOD OF THREE YEARS FROM THE DATE OF APPROVAL BY THE
LOCAL ENTITY ENGINEER. USE OF THESE PLANS AFTER THE EXPIRATION
DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE
LOCAL ENTITY PRIOR TO COMMENCEMENT OF ANY WORK SHOWN IN THESE
PLANS.
4. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION
AND/OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE
LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEER’S WORK, FOR ANY
ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF
THESE PLANS BY THE LOCAL ENTITY ENGINEER SHALL NOT RELIEVE THE
ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH
RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE
ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE
LOCAL ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST
ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY
ERRORS AND OMISSIONS CONTAINED IN THESE PLANS.
5. ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION,
AS WELL AS POWER AND OTHER “DRY” UTILITY INSTALLATIONS, SHALL
CONFORM TO THE LOCAL ENTITY STANDARDS AND SPECIFICATIONS
CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY
ENGINEER.
6. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND
UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL
BE THE RESPONSIBILITY OF THE DEVELOPER TO VERIFY THE EXISTENCE
AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF
THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE DEVELOPER
SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES.
7. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER
OF COLORADO (UNCC) AT 1-800-922-1987, AT LEAST 2 WORKING DAYS
PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL
REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY
ENTITIES (I.E. DITCH / IRRIGATION COMPANY) ARE TO BE LOCATED BY
CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE
LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION
OR GRADING. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO
RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THESE PLANS.
8. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL
UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE
APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED.
9. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES
AND/OR A DESIGN MODIFICATION IS REQUIRED, THE DEVELOPER SHALL
COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN
MODIFICATION(S) MUST BE APPROVED BY THE LOCAL ENTITY PRIOR TO
BEGINNING CONSTRUCTION.
10. THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH THE
LOCAL ENTITY, AND ALL UTILITY COMPANIES INVOLVED, TO ASSURE THAT
THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM
DISRUPTION OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR
CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF
ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES.
11. NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER,
SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL THE DEVELOPER
NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A MINIMUM OF 2
WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE
DISCRETION OF THE WATER UTILITY PROVIDER, A PRE-CONSTRUCTION
MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK.
12. THE DEVELOPER SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH
A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL,
STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR
TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES.
14. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE
PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO INSTALL
UTILITIES OR WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL,
IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES.
15. THE DEVELOPER SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF
THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT
COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION,
(303) 692-3590), THE STORM WATER MANAGEMENT PLAN, AND THE EROSION
CONTROL PLAN.
16. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE
MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE
PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE
RESPONSIBILITY OF THE PROPERTY OWNER(S).
17. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY,
CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED
ENGINEER, MUST BE SUBMITTED TO AND APPROVED BY THE STORMWATER
UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE
STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE
RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS.
FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BE SUBMITTED TO
THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO
THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED
PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT.
18. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR
INJURIES SUSTAINED IN THIS DEVELOPMENT AS A RESULT OF
GROUNDWATER SEEPAGE, WHETHER RESULTING FROM GROUNDWATER
FLOODING, STRUCTURAL DAMAGE OR OTHER DAMAGE UNLESS SUCH
DAMAGE OR INJURIES ARE SUSTAINED AS A RESULT OF THE LOCAL ENTITY
FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/OR
STORM DRAINAGE FACILITIES IN THE DEVELOPMENT.
19. ALL RECOMMENDATIONS OF THE "DRAINAGE CONFORMANCE LETTER
FOR ZIGGI'S COFFEE - FORT COLLINS" AND THE "EROSION CONTROL
REPORT FOR ZIGGI'S COFFEE - FORT COLLINS" DATED AUGUST, 2 2017 BY
HCI ENGINEERING. SHALL BE FOLLOWED AND IMPLEMENTED.
20. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE
PROVIDED AS SHOWN ON THE EROSION CONTROL PLAN. ALL EROSION
CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE
DEVELOPER, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS
STABILIZED WITH HARD SURFACE OR LANDSCAPING.
21. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD
OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET
SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS BY AN
APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT
DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY THE LOCAL ENTITY
STREET INSPECTOR.
22. NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED
PUBLIC RIGHT-OF-WAY UNTIL A RIGHT-OF-WAY PERMIT OR DEVELOPMENT
CONSTRUCTION PERMIT IS OBTAINED, IF APPLICABLE.
23. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ALL
NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO
COMMENCEMENT OF CONSTRUCTION. THE DEVELOPER SHALL NOTIFY THE
LOCAL ENTITY ENGINEERING INSPECTOR (FORT COLLINS - 221-6605) AND
THE LOCAL ENTITY EROSION CONTROL INSPECTOR (FORT COLLINS –
221-6700) AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH
DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC
IMPROVEMENTS. IF THE LOCAL ENTITY ENGINEER IS NOT AVAILABLE AFTER
PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE
DEVELOPER MAY COMMENCE WORK IN THE ENGINEER ABSENCE.
HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO ACCEPT THE
IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER
INSTALLATION.
24. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS
WITHIN THE PUBLIC RIGHT-OF-WAY AFTER RIGHT OF WAY GRADING AND
ALL UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO THE PLACEMENT
OF CURB, GUTTER, SIDEWALK AND PAVEMENT. IF THE FINAL
SOILS/PAVEMENT DESIGN REPORT DOES NOT CORRESPOND WITH THE
RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE DEVELOPER
SHALL BE RESPONSIBLE FOR A RE-DESIGN OF THE SUBJECT PAVEMENT
SECTION OR, THE DEVELOPER MAY USE THE LOCAL ENTITY’S DEFAULT
PAVEMENT THICKNESS SECTION(S). REGARDLESS OF THE OPTION USED,
ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A
LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE
SUBMITTED TO THE INSPECTOR A MINIMUM OF 10 WORKING DAYS PRIOR
TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF CURB, GUTTER,
SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE LOCAL
ENTITY ENGINEER APPROVES THE FINAL REPORT.
25. THE CONTRACTOR SHALL HIRE A LICENSED ENGINEER OR LAND
SURVEYOR TO SURVEY THE CONSTRUCTED ELEVATIONS OF THE STREET
SUBGRADE AND THE GUTTER FLOWLINE AT ALL INTERSECTIONS, INLETS,
AND OTHER LOCATIONS REQUESTED BY THE LOCAL ENTITY INSPECTOR.
THE ENGINEER OR SURVEYOR MUST CERTIFY IN A LETTER TO THE LOCAL
ENTITY THAT THESE ELEVATIONS CONFORM TO THE APPROVED PLANS AND
SPECIFICATIONS. ANY DEVIATIONS SHALL BE NOTED IN THE LETTER AND
THEN RESOLVED WITH THE LOCAL ENTITY BEFORE INSTALLATION OF BASE
COURSE OR ASPHALT WILL BE ALLOWED ON THE STREETS.
26. ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW
RESIDENTIAL ROADS MUST BE COMPLETED PRIOR TO THE FINAL STAGES
OF ROAD CONSTRUCTION. FOR THE PURPOSES OF THESE STANDARDS,
ANY WORK EXCEPT C/G ABOVE THE SUBGRADE IS CONSIDERED FINAL
STAGE WORK. ALL SERVICE LINES MUST BE STUBBED TO THE PROPERTY
LINES AND MARKED SO AS TO REDUCE THE EXCAVATION NECESSARY FOR
BUILDING CONNECTIONS.
27. PORTIONS OF LARIMER COUNTY ARE WITHIN OVERLAY DISTRICTS. THE
LARIMER COUNTY FLOODPLAIN RESOLUTION SHOULD BE REFERRED TO
FOR ADDITIONAL CRITERIA FOR ROADS WITHIN THESE DISTRICTS.
28. ALL ROAD CONSTRUCTION IN AREAS DESIGNATED AS WILD FIRE
HAZARD AREAS SHALL BE DONE IN ACCORDANCE WITH THE
CONSTRUCTION CRITERIA AS ESTABLISHED IN THE WILD FIRE HAZARD
AREA MITIGATION REGULATIONS IN FORCE AT THE TIME OF FINAL PLAT
APPROVAL.
29. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE
CONTRACTOR SHALL CONTACT THE LOCAL ENTITY FORESTER TO
SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A
PERMIT.
30. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY
INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING,
TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226,
EXCAVATING AND TRENCHING.
31. THE DEVELOPER SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL
PLAN, IN ACCORDANCE WITH MUTCD, TO THE APPROPRIATE RIGHT-OF-WAY
AUTHORITY. (LOCAL ENTITY, COUNTY OR STATE), FOR APPROVAL, PRIOR
TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE
RIGHT-OF-WAY. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING
ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE
CONSTRUCTION ACTIVITIES.
32. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL
AFFECT TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT
LOCAL ENTITY TRAFFIC OPERATIONS DEPARTMENT, WHO WILL
TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE
CONTRACTOR; HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN
THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS
AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED.
33. THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL
INSTALLATION OF TRAFFIC SIGNING AND STRIPING FOR THE DEVELOPMENT
RELATED TO THE DEVELOPMENT’S LOCAL STREET OPERATIONS. IN
ADDITION, THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC
SIGNING AND STRIPING RELATED TO DIRECTING TRAFFIC ACCESS TO AND
FROM THE DEVELOPMENT.
34. THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS,
UNLESS SPECIFICALLY APPROVED BY THE LOCAL ENTITY ENGINEER, AND
NO SITE CONSTRUCTION ACTIVITIES ON SUNDAYS OR HOLIDAYS, UNLESS
THERE IS PRIOR WRITTEN APPROVAL BY THE LOCAL ENTITY.
35. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING ALL LABOR AND
MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED
IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE
PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED
OTHERWISE.
36. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED
FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN,
CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE THE
DIMENSION ON THE AS-BUILT RECORD DRAWINGS.
37. THE DEVELOPER SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED
COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE
STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND
EXTENSION AGREEMENTS NEEDED FOR THE JOB.
38. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE
ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT
IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE DEVELOPER SHALL
CONTACT THE DESIGNER AND THE LOCAL ENTITY ENGINEER IMMEDIATELY.
39. THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT
INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE
CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITY’S INSPECTOR
AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S)
SHALL SUBMIT RECORD DRAWINGS TO THE LOCAL ENTITY ENGINEER.
40. THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE
LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARKS (2)
FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE
INFORMATION SHALL BE AS FOLLOWS:
BENCHMARKS—LOCAL ENTITY SURVEY.
B.M.NUMBER A 409 ELEV.= 5039.43,
DESCRIPTION NATIONAL GEODETIC SURVEY BRASS CAP STRAMPED "A 409"
LOCATED ON THE EAST RIGHT OF WAY LINE OF SOUTH COLLEGE AVENUE
APPROXIMATELY 1000 FEET SOUTH OF THE INTERSECTION OF WEST
TRILBY NAVD 1988 DATUM.
41. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAYS UNLESS
OTHERWISE NOTED.
42. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO
CONSTRUCTION, AS WELL AS EXISTING FENCES, TREES, STREETS,
SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND
IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO
CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN
LIKE KIND AT THE DEVELOPER’S EXPENSE, UNLESS OTHERWISE INDICATED
ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED
IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST
CERTIFICATE OF OCCUPANCY.
43. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST
BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL
CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY
THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE
MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL
ENTITY STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN
SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE
PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE
THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH,
INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE DETERMINATION
OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL
ENTITY ENGINEER AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE
CUTS ARE MADE. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL
BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER
THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES
AND CONDITION AS REQUIRED BY THESE PLANS.
45. STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB
RETURNS AND AT ALL “T” INTERSECTIONS.
46. AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS
DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM
MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO
YEARS FROM THE DATE OF ACCEPTANCE.
47. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE
MAINTENANCE OF ROADWAY AND APPURTENANT IMPROVEMENTS,
INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE
FOLLOWING PRIVATE STREETS: (LIST).
CONTACTS:
OWNER:
PLANETSCALE LIMITED
ATTN: SERDAR BADEM
12933 REGAN LN
SARATOGA, CA 95070
SERDAR.BADEM@GMAIL.COM
CIVIL ENGINEER:
HCI ENGINEERING
A DIVISION OF HABERER CARPENTRY INC.
ATTN: GARRETT GOODLIN, PE
621 SOUTHPARK DR., SUITE 1600
LITTLETON, CO 80210
PH: 303-979-3900
LANDSCAPE ARCHITECT:
GMR | LANDSCAPE ARCHITECTURE
ATTN: GREG M. ROSLER, ASLA
383 CORONA ST., SUITE 407
DENVER, CO 80128
PH: 720.209.7244
ARCHITECT:
WAYNE D. ANDERSON, AIA, LLC
ATTN: WAYNE ANDERSON
7825 W. ONTARIO PLACE
LITTLETON, CO 80128
PH: 303.550.5678
N
HATCHING LEGEND
EXISTING
CONCRETE
LANDSCAPE
PROPOSED
ASPHALT
LEGAL DESCRIPTION:
(FROM QUIT CLAIM DEED, REC. # 20200011699, LARIMER COUNTY RECORDS)
A TRACT OF LAND SITUATED IN THE NE 1/4 OF THE NE 1/4 OF SECTION24, TOWNSHIP 7 SOUTH, RANGE 69 WEST
OF THE 6TH P.M., AND BEING A PART OF TRACT 7, OF THE EAST ACRES SUBDIVISION, A SUBDIVISION OF RECORD
IN THE COUNTY OF LARIMER, STATE OF COLORADO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
CONSIDERING THE SOUTH LINE OF SAID TRACT 7 AS BEARING S89°56'00"W AND WITH ALL BEARING CONTAINED
HEREIN RELATIVE THERETO:
COMMENCING AT THE SE CORNER OF SAID TRACT 7; THENCE S89°56'00"W ALONG THE SAID SOUTH LINE A
DISTANCE OF 846.15 FEET TO THE POINT OF BEGINNING; THENCE ALONG THE EAST LINE OF THE
SPRINGMEADOWS ON THE SPRING CREEK SUBDIVISION N00°42'E, A DISTANCE OF 140.77 FEET;
THENCE ALONG A SOUTH LINE OF SAID SUBDIVISION S89°50'W A DISTANCE OF 99.97 FEET; THENCE S00°03'39"W
A DISTANCE OF 141.16 FEET, MORE OR LESS, TO THE SOUTH LINE OF SAID TRACT 7; THENCE N89°56'00"E, A
DISTANCE OF 98.40 FEET TO THE TRUE POINT OF BEGINNING. SUBJECT TO RIGHT OF WAY FOR EAST STUART
STREET.
BASIS OF BEARING:
THE SOUTH LINE OF THE NE 1/4 OF THE NE 1/4 OF SECTION 24 TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH
P.M., BEING MONUMENTED AS SHOWN HEREON, BEARS S89°56'00"W PER QUIT CLAIM DEED RECORDED AT REC.
# 20200011699, LARIMER COUNTY RECORDS.
BENCHMARK:
PROJECT DATUM: NAVD88
FORT COLLINS SURVEY MONUMENT, BENCHMARK #15-97 -ELEVATION: 4995.75' NAVD 88 DATUM, PER FORT
COLLINS DATASHET
TEMPORARY BENCHMARK (T.B.M.): THE TOP OF THE SET 5/8" REBAR AND CAP, PLS 6973, AT THE SOUTHEAST
CORNER OF THE ABOVE DESCRIBED PARCEL. ELEVATION: 4981.59'
COVER
C1.0
VICINITY MAP
N.T.S
Sheet List Table
Sheet Number Sheet Title
C1.0 COVER
C1.1 FORT COLLIN - EC-NOTES
C1.2 HCI NOTES
C1.3 DEMO PLAN
C2.0 SITE PLAN
C2.1 GRADING PLAN
C3.0 UTILITY PLAN
C4.0 DETAILS - WATER & WW
C4.1 DETAILS - SW & TRAN
C5.0 EROSION CONTROL PLAN
C5.1 EC - DETAILS (1)
C5.2 EC - DETAILS (2)
INDIAN
HILLS PARK
CHEROKEE DR.
E STUART ST.BROOKHAVEN CIR E.SEMINOLE DR.SEMINOLE DR.S LEMAY AVE.SPRING CREEK
MALLARD,S NEST
NATURAL AREA
BROOKHAVEN
NATURAL AREA
CHEYENNE DR.SPRING
C
R
E
E
K
T
R
L
E STUART ST.S LEMAY AVE.SITE
AREA
906 E STUART ST, FORT
COLLINS CO,80525
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21-23 - CD - COVER.dwg PLOTDATE: 2021-11-11 Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
UTILITY PLANS
PLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT
A PART OF TRACT 7, EAST ACRES LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 7
NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO
906 E. STUART ST., FORT COLLINS
COLORADO
UTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, CONumber:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
PHONE: (303) 979-3900
INFO@HABERERGROUP.COM
HCI 21_23
1 07.30.21 1ST SUB
11/11/2021
KZH
TGG
2 09.17.21 2ND SUB
3 11.17.21 3RD SUB
STANDARD EROSION CONTROL NOTES
GENERAL EROSION CONTROL REQUIREMENTS
THESE NOTES ARE A SUMMARY FOR THE LEGAL REQUIREMENTS, THAT ARE SET FORTH IN THE FORT COLLINS STORMWATER
CRITERIA MANUAL (FCSCM), AND THAT ANY CONFLICT IS RESOLVED BY THE MORE STRINGENT REQUIREMENT CONTROLLING.
1) THE PROPERTY OWNER, OWNER’S REPRESENTATIVE, DEVELOPER, DESIGN ENGINEER, GENERAL CONTRACTOR,
SUB-CONTRACTORS, OR SIMILAR TITLE FOR THE DEVELOPING ENTITY (HERE AFTER REFERRED TO AS THE DEVELOPER) HAS
PROVIDED THESE EROSION CONTROL MATERIALS IN ACCORDANCE WITH EROSION CONTROL CRITERIA SET FORTH IN THE
MANUAL AS AN ATTEMPT TO IDENTIFY EROSION, SEDIMENT, AND OTHER POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH
THESE CONSTRUCTION ACTIVITIES AND PREVENTING THOSE POLLUTANTS FROM LEAVING THE PROJECT SITE AS AN ILLICIT
DISCHARGE. FULL CITY REQUIREMENTS AND ARE OUTLINED AND CLARIFIED IN THE MANUAL UNDER CHAPTER 4:
CONSTRUCTION CONTROL MEASURES AND SHOULD BE USED TO IDENTIFY AND DEFINE WHAT IS NEEDED ON A PROJECT.
2) THE DEVELOPER SHALL MAKE THEMSELVES THOROUGHLY FAMILIAR WITH THE PROVISIONS AND THE CONTENT OF THE
SPECIFICATIONS LAID OUT IN THE MANUAL, THE DEVELOPMENT AGREEMENT, THE EROSION CONTROL MATERIALS COMPILED
FOR THIS PROJECT, AND THE FOLLOWING NOTES AS ALL THESE MATERIALS ARE APPLICABLE TO THIS PROJECT.
3) THE DEVELOPER SHALL IMPLEMENT AND MAINTAIN CONTROL MEASURES FOR ALL POTENTIAL POLLUTANTS FROM THE START
OF LAND DISTURBING ACTIVITIES UNTIL FINAL STABILIZATION OF THE CONSTRUCTION SITE.
4) THE CITY EROSION CONTROL INSPECTOR SHALL BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO THE DESIRED
START OF ANY CONSTRUCTION ACTIVITIES ON THIS SITE TO ALLOW ADEQUATE TIME FOR ON-SITE CONFIRMATION (INITIAL
INSPECTION WHICH CAN TAKE UP TO TWO BUSINESS DAYS AFTER RECEIVING THE REQUEST) THAT THE SITE IS IN FACT
PROTECTED FROM SEDIMENT AND POLLUTANTS DISCHARGES OFF SITE. PLEASE CONTACT EROSION@FCGOV.COM EARLY TO
SCHEDULE THOSE INITIAL EROSION CONTROL INSPECTIONS WELL IN ADVANCE SO THAT DEMOLITION, CLEARING, GRUBBING,
TREE REMOVAL, AND SCRAPING MAY BEGIN WITHOUT DELAY. FAILURE TO RECEIVE AN ON-SITE CONFIRMATION BEFORE
CONSTRUCTION ACTIVITIES COMMENCE IS AN AUTOMATIC “NOTICE OF VIOLATION” AND CAN RESULT IN FURTHER
ENFORCEMENT ACTIONS.
5) THE DEVELOPER SHALL PROACTIVELY PROVIDE ALL APPROPRIATE CONTROL MEASURES TO PREVENT DAMAGE TO
ADJACENT DOWNSTREAM AND LEEWARD PROPERTIES. THIS INCLUDES BUT IS NOT LIMITED TO: TREES, SHRUBS, LAWNS,
WALKS, PAVEMENTS, ROADWAYS, STRUCTURES, CREEKS, WETLANDS, STREAMS, RIVERS, AND UTILITIES THAT ARE NOT
DESIGNED FOR REMOVAL, RELOCATION, OR REPLACEMENT IN THE COURSE OF CONSTRUCTION.
6) AT ALL TIMES THE DEVELOPER SHALL BE RESPONSIBLE TO ENSURE ADEQUATE CONTROL MEASURES ARE DESIGNED,
SELECTED, INSTALLED, MAINTAIN, REPAIRED, REPLACED, AND ULTIMATELY REMOVED IN ORDERTO PREVENT AND CONTROL
EROSION SUSPENSION, SEDIMENT TRANSPORTATION, AND POLLUTANT DISCHARGE AS A RESULT OF CONSTRUCTION
ACTIVITIES ASSOCIATED WITH THIS PROJECT.
7) ALL APPLICABLE CONTROL MEASURES BASED UPON THE SEQUENCING AND/OR PHASING OF THE PROJECT SHALL BE
INSTALLED PRIOR TO THOSE CONSTRUCTION ACTIVITIES COMMENCING.
8) AS DYNAMIC CONDITIONS (DUE TO THE NATURE, TIMING, SEQUENCE, AND PHASING OF CONSTRUCTION) IN THE FIELD MAY
WARRANT CONTROL MEASURES IN ADDITION, OR DIFFERENT, TO WHAT IS SHOWN ON THESE PLANS, THE DEVELOPER SHALL AT
ALL TIMES BE RESPONSIBLE TO IMPLEMENT THE CONTROL MEASURES THAT ARE MOST EFFECTIVE WITH THE CURRENT STATE
AND PROGRESS OF CONSTRUCTION. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED
NECESSARY, AND/OR AS DIRECTED BY THE CITY EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INSURE THAT ALL
EROSION CONTROL PLANS (MAPS) OR SWMP DOCUMENTS ARE UPDATED TO REFLECT THE CURRENT SITE CONDITIONS, WITH
UPDATES BEING INITIALED AND DATED. THESE SITE INSPECTIONS AND SITE CONDITION UPDATES SHALL BE MADE AVAILABLE
UPON REQUEST BY THE CITY.
9) ALL LISTINGS, PROVISIONS, MATERIALS, PROCEDURES, ACTIVITIES, SITE WORK AND THE LIKE ARTICULATED IN THIS OR
OTHER WRITTEN SITE-SPECIFIC DOCUMENTS (INCLUDING BUT NOT LIMITED TO THE EROSION CONTROL REPORTS,
DEVELOPMENT AGREEMENTS, LANDSCAPE, AND DRAINAGE MATERIALS) SHALL MEET OR EXCEED THE MOST RESTRICTIVE
LANGUAGE FOR CITY, COUNTY, STATE, AND FEDERAL REGULATIONS WITH REGARDS TO EROSION, SEDIMENT, POLLUTANT, AND
OTHER POLLUTION SOURCE CONTROL MEASURES. THE DEVELOPER SHALL BE RESPONSIBLE TO COMPLY WITH ALL OF THESE
AFOREMENTIONED LAWS AND REGULATIONS.
10) THE DEVELOPER SHALL ENSURE THAT ALL APPROPRIATE PERMITS (CDPS GENERAL PERMIT STORMWATER DISCHARGES
ASSOCIATED WITH CONSTRUCTION ACTIVITY, DEWATERING, CLEAN WATER ACT, ARMY CORPS OF ENGINEERS’ 404 WETLANDS
MITIGATION PERMIT, ETC.) HAVE BEEN ATTAINED PRIOR TO THE RELEVANT ACTIVITY HAS BEGUN. THESE PERMITS OR COPIES
SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY.
11) THE DEVELOPER SHALL FURNISH ALL CONVENIENCES AND ASSISTANCES TO AID THE EROSION CONTROL INSPECTORS OF
MATERIALS, WORKMANSHIP, RECORDS, AND SELF-INSPECTIONS, ETC. OF THE CONTROL MEASURES INVOLVED IN THE
CONSTRUCTION ACTIVITIES.
12) THE DEVELOPER SHALL REQUEST CLARIFICATION OF ALL APPARENT SITE CONSTRUCTION ISSUES THAT MAY ARISE DUE TO
INCONSISTENCIES IN CONSTRUCTION PLANS FOR THE SITE OR SITE CONDITIONS AROUND THE SELECTED CONTROL MEASURES
BY CONTACTING THE EROSION CONTROL INSPECTOR. THE EROSION CONTROL INSPECTOR WILL NOT BE RESPONSIBLE FOR
ANY EXPLANATIONS, INTERPRETATIONS, OR SUPPLEMENTARY DATA PROVIDED BY OTHERS.
13) ALL CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL.
14) THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL CONTROL MEASURES AS SITE CONDITIONS WARRANT, TO THE
EXTENT AUTHORIZED BY RELEVANT LEGAL AUTHORITY.
15) AS WITH ANY CONSTRUCTION STANDARDS, OCCASIONS MAY ARISE WHERE THE MINIMUM EROSION CONTROL STANDARDS
ARE EITHER INAPPROPRIATE OR CANNOT BE JUSTIFIED. IN THESE CASES, A VARIANCE TO THESESTANDARDS MAY BE APPLIED
FOR PURSUANT TO THE TERMS, CONDITIONS, AND PROCEDURES OF THE MANUAL.
16) INSPECTION. THE CONTRACTOR SHALL INSPECT SITE POLLUTANT SOURCES AND IMPLEMENT CONTROL MEASURES AT A
MINIMUM OF ONCE EVERY TWO WEEKS DURING CONSTRUCTION AND WITHIN 24 HOURS FOLLOWING A PRECIPITATION EVENT.
DOCUMENTATION OF EACH INSPECTION SHALL BE RECORDED AND RETAINED BY THE CONTRACTOR.
17) ALL TEMPORARY CONTROL MEASURES SHALL BE CLEANED, REPAIRED, OR RECONSTRUCTED AS NECESSARY IN ORDER TO
ASSURE CONTINUAL PERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON
PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR
RELEASE INTO ANY DRAINAGE WAY.
18) ANY CONTROL MEASURE MAY BE SUBSTITUTED FOR ANOTHER STANDARD CONTROL MEASURE SO LONG AS THAT CONTROL
MEASURE IS EQUAL TO, OR OF GREATER PROTECTION THAN THE ORIGINAL CONTROL MEASURE THAT WAS TO BE USED IN THAT
LOCATION. (EX. SILT FENCE, FOR WATTLES, OR FOR COMPACT BERMS) WATTLE ALONE ON COMMERCIAL CONSTRUCTION SITES
HAVE SHOWN TO BE AN INEFFECTIVE SUBSTITUTE FOR SILT FENCE OR COMPACT BERMS UNLESS IT IS ACCOMPANIED BY A
CONSTRUCTION FENCE TO PREVENT VEHICLE TRAFFIC.
19) ANY IMPLEMENTATION OR REPLACEMENT OF EXISTING CONTROL MEASURES FOR A NON-STANDARD CONTROL, OR
ALTERNATIVE CONTROL MEASURE, SHALL REQUIRE THE REVIEW AND ACCEPTANCE BY THE CITY EROSION CONTROL STAFF
BEFORE THE MEASURE WILL BE ALLOWED TO BE USED ON THIS PROJECT. THESE CONTROL MEASURES’ DETAILS SHALL BE
SUBMITTED, REVIEWED AND ACCEPTED TO BE IN ACCORDANCE WITH THE EROSION CONTROL CRITERIA BASED UPON THE
FUNCTIONALITY AND EFFECTIVENESS IN ACCORDANCE WITH SOUND ENGINEERING AND HYDROLOGICAL PRACTICES
LAND DISTURBANCE, STOCKPILES, AND STORAGE OF SOILS
20) THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. OFF ROAD
STAGING AREAS OR STOCKPILES MUST BE PREAPPROVED BY THE CITY. DISTURBANCES BEYOND THESE LIMITS WILL BE
RESTORED TO ORIGINAL CONDITION.
21) PRE-DISTURBANCE VEGETATION SHALL BE IDENTIFIED, PROTECTED, AND RETAINED WHEREVER POSSIBLE. REMOVAL OR
DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION
OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. THIS SHOULD INCLUDE SEQUENCING AND PHASING
CONSTRUCTION ACTIVITIES IN A WAY SO THAT THE SOIL IS NOT EXPOSED FOR LONG PERIODS OF TIME BY SCHEDULE OR LIMIT
GRADING TO SMALL AREAS. THIS SHOULD ALSO INCLUDE WHEN PRACTICAL ADVANCING THE SCHEDULE ON STABILIZATION
ACTIVITIES SUCH THAT LANDSCAPING TAKES PLACE SHORTLY IF NOT IMMEDIATELY AFTER GRADING HAS OCCURRED.
VEGETATION EFFORTS SHALL START AS SOON AS POSSIBLE TO RETURN THE SITE TO A STABILIZED CONDITION. SENSITIVE
AREAS SHOULD AVOID CLEARING AND GRADING ACTIVITIES AS MUCH POSSIBLE.
22) ALL EXPOSED SOILS OR DISTURBED AREAS ARE CONSIDERED A POTENTIAL POLLUTANT AND SHALL HAVE CONTROL
MEASURES IMPLEMENTED ON THE SITE TO PREVENT MATERIALS FROM LEAVING THE SITE.
23) ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING,
FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION AT ALL TIMES BY EQUIPMENT TRACKING, SCARIFYING OR DISKING
THE SURFACE ON A CONTOUR WITH A 2 TO 4 INCH MINIMUM VARIATION IN SOIL SURFACE UNTIL MULCH, VEGETATION, AND/OR
OTHER PERMANENT EROSION CONTROL IS INSTALLED.
24) NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT
TRANSPORT THROUGH THE USE OF SURFACE ROUGHENING, WATERING, AND DOWN GRADIENT PERIMETER CONTROLS. ALL
SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY WIND IN ACCORDANCE WITH MUNICIPAL CODE
§12-150. ALL STOCKPILES SHALL BE FLATTENED TO MEET GRADE OR REMOVED FROM SITE AS SOON AS PRACTICAL, AND NO
LATER THAN THE COMPLETION OF CONSTRUCTION ACTIVITIES OR ABANDONMENT OF THE PROJECT. ALL OFF-SITE STOCKPILE
STORAGE LOCATIONS IN CITY LIMITS SHALL HAVE A STOCKPILE PERMIT FROM THE CITY ENGINEERING DEPARTMENT PRIOR TO
USING THE AREA TO STORE MATERIAL. IF FREQUENT ACCESS FROM HARDSCAPE TO THE STOCKPILE IS NEEDED A STRUCTURAL
TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED.
25) ALL REQUIRED CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING,
STRIPPING, GRADING, ETC.). ALL OF THE REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE
TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND
EROSION CONTROL REPORT.
26) ALL INLETS, CURB-CUTS, CULVERTS, AND OTHER STORM SEWER INFRASTRUCTURE WHICH COULD BE POTENTIALLY
IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED WITH CONTROL MEASURES. MATERIAL ACCUMULATED FROM
THIS CONTROL MEASURE SHALL BE PROMPTLY REMOVED AND IN CASES WHERE THE PROTECTION HAS FAILED, THE PIPES
SHALL BE THOROUGHLY CLEANED OUT.
27) ALL STREAMS, STREAM CORRIDORS, BUFFERS, WOODLANDS, WETLANDS, OR OTHER SENSITIVE AREAS SHALL BE
PROTECTED FROM IMPACT BY ANY CONSTRUCTION ACTIVITY THROUGH THE USE OF CONTROL MEASURES.
28) ALL EXPOSED DIRT SHALL HAVE PERIMETER CONTROL. ANY PERIMETER CONTROLS THAT DRAIN OFF OR HAS THE ABILITY
TO BE TRACKED ONTO THE NEARBY HARDSCAPE SHALL HAVE SOME FORM OF EFFECTIVE SEDIMENT CONTROL AS THE, OR AS
PART OF THE, PERIMETER CONTROL.
29) ALL EXPOSED SLOPES SHOULD BE PROTECTED. ALL EXPOSED STEEP SLOPES (STEEPER THAN 3:1 H:V) SHALL BE
PROTECTED FROM EROSION AND SEDIMENT TRANSPORT THROUGH USE OF CONTROL MEASURES.
30) NO SOILS SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS AFTER ACTIVITY HAS
CEASED BEFORE REQUIRED TEMPORARY SEEDING OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING,
ETC.) IS INSTALLED. THIS IS NOT JUST LIMITED TO PROJECTS THAT ARE ABANDONED; THIS INCLUDES ANY PROJECT THAT IS
TEMPORARILY HALTED AND NO IMMEDIATE ACTIVITY IS TO RESUME WITHIN THE NEXT THIRTY (30) DAYS, UNLESS OTHERWISE
APPROVED BY THE CITY EROSION CONTROL INSPECTOR. DURING A SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE
COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED WITH OR UNTIL TEMPORARY SEEDING OR
PERMANENT EROSION CONTROL CAN BE PERFORMED.
31) ALL INDIVIDUAL LOTS SHALL HAVE EFFECTIVE SEDIMENT CONTROLS LOCATED ON THE STREET SIDE AND ANY DOWN
GRADIENT SIDE. TYPICALLY MOST LOTS DRAIN TO THE FRONT YET ON THOSE CASES WHERE HOUSES ARE ALONG A POND OR
DRAINAGE SWALE HAVE THE LOT DRAIN IN A DIFFERENT DIRECTION THAN THE STREET, THOSE INDIVIDUAL LOTS WILL NEED
PROTECTION ON THAT DOWN GRADIENT SIDE TO PREVENT SEDIMENT FROM LEAVING THE LOT. SEE THE INDIVIDUAL LOT
DETAILS FOR FURTHER CLARIFICATION.
VEHICLE TRACKING
32) AT ALL POINTS WHERE VEHICLES EXIT OR LEAVE THE EXPOSED DIRT AREA ON TO A HARDSCAPE OR SEMI HARDSCAPE
(CONCRETE, ASPHALT, ROAD BASE, ETC.) SHALL HAVE INSTALLED AT LEAST ONE STRUCTURAL TRACKING CONTROL MEASURE
TO PREVENT VEHICLE TRACKING. ALL AREAS NOT PROTECTED BY AN ADEQUATE PERIMETER CONTROL SHALL BE CONSIDERED
A POINT WHERE VEHICLES EXIT THE SITE. ACCESS POINTS SHOULD BE LIMITED TO AS FEW ENTRANCES AS POSSIBLE (ALL
PERIMETER AREAS SHALL BE PROTECTED FROM TRACKING ACTIVITIES).
33) IN ALL AREAS THAT THE STRUCTURAL TRACKING CONTROL MEASURES FAIL TO PREVENT VEHICLE TRACKING, COLLECTION
AND PROPER DISPOSAL OF THAT MATERIAL IS REQUIRED. ALL INLETS LOCATED NEAR ACCESS POINTS AND AFFECTED BY
TRACKING ACTIVITIES SHALL BE PREVENTED FROM THE INTRODUCTION OF SEDIMENT INTO THE DRAINAGE SYSTEM.
34) CITY MUNICIPAL CODE §20-62, AMONG OTHER THINGS, PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR
ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY SOURCE. CITY MUNICIPAL CODE, §26-498, AMONG OTHER THINGS,
PROHIBITS THE DISCHARGE OF POLLUTANTS ON PUBLIC OR PRIVATE PROPERTY IF THERE IS A SIGNIFICANT POTENTIAL FOR
MIGRATION OF SUCH POLLUTANT. THEREFORE, ALL TRACKED OR DEPOSITED MATERIALS (INTENTIONAL OR INADVERTENT) ARE
NOT PERMITTED TO REMAIN ON THE STREET OR GUTTER AND SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE
DEVELOPER IN A TIMELY AND IMMEDIATE MANNER. DIRT RAMPS INSTALLED IN THE CURB-LINES ARE NOT EXEMPT TO THESE
SECTIONS OF CODE AND SHALL NOT BE PERMITTED IN THE STREET RIGHT OF WAY (PUBLIC OR PRIVATE).
35) IF REPEATED DEPOSIT OF MATERIAL OCCURS ON A SITE, ADDITIONAL STRUCTURAL TRACKING CONTROLS MAY BE
REQUIRED OF THE DEVELOPER BY THE CITY EROSION CONTROL INSPECTOR.
LOADING AND UNLOADING OPERATIONS
36) THE DEVELOPER SHALL APPLY CONTROL MEASURE TO LIMIT TRAFFIC (SITE WORKER OR PUBLIC) IMPACTS AND
PROACTIVELY LOCATE MATERIAL DELIVERED TO THE SITE IN CLOSE PROXIMITY TO THE WORK AREA OR IMMEDIATELY
INCORPORATED IN THE CONSTRUCTION TO LIMIT OPERATIONAL IMPACTS TO DISTURBED AREAS, VEHICLE TRACKING, AND
SEDIMENT DEPOSITION THAT COULD IMPACT WATER QUALITY.
OUTDOOR STORAGE OR CONSTRUCTION SITE MATERIALS, BUILDING MATERIALS, FERTILIZERS, AND CHEMICALS
37) ANY MATERIALS OF A NON-POLLUTING NATURE (STEEL, ROCK, BRICK, LUMBER, ETC.) SHALL BE INSPECTED FOR ANY
RESIDUE COMING OFF THE MATERIAL DURING ROUTINE INSPECTION AND WILL GENERALLY BE LOCATED WHERE PRACTICAL AT
LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS.
38) ANY HIGH ENVIRONMENTAL IMPACT POLLUTANT MATERIALS THAT HAVE A HIGH LIKELIHOOD TO RESULT IN DISCHARGE
WHEN IN CONTACT WITH STORMWATER (LUBRICANTS, FUELS, PAINTS, SOLVENTS, DETERGENTS, FERTILIZERS, CHEMICAL
SPRAYS, BAGS OF CEMENT MIX, ETC.) SHOULD NOT BE KEPT ON SITE WHERE PRACTICAL. WHEN NOT PRACTICAL, THEY SHOULD
BE STORED INSIDE (VEHICLE, TRAILER, CONNEX, BUILDING, ETC.) AND OUT OF CONTACT WITH STORMWATER OR STORMWATER
RUNOFF. WHERE NOT AVAILABLE, THEY SHALL BE STORED OUTSIDE IN A RAISED (HIGH SPOTS OR ON PALLETS), COVERED
(PLASTIC OR TARPED), AND SEALED (LEAK PROOF CONTAINER) IN SECONDARY CONTAINMENT LOCATION. THE SECONDARY
CONTAINMENT OR OTHER CONTROL MEASURE SHALL BE ADEQUATELY SIZED, LOCATED, WHERE PRACTICAL, AT LEAST FIFTY
(50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS
PART OF THE ROUTINE INSPECTIONS.
VEHICLE AND EQUIPMENT MAINTENANCE AND FUELING
39) PARKING, REFUELING, AND MAINTENANCE OF VEHICLES AND EQUIPMENT SHOULD BE LIMITED IN ONE AREA OF THE SITE TO
MINIMIZE POSSIBLE SPILLS AND FUEL STORAGE AREAS. THIS AREA SHALL BE LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50)
FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS
PART OF THE ROUTINE INSPECTIONS. ALL AREAS SHALL KEEP SPILL KITS AND SUPPLIES CLOSE.
SIGNIFICANT DUST OR PARTICULATE GENERATING PROCESS
40) THE PROPERTY MUST BE ACTIVELY PREVENTING THE EMISSION OF FUGITIVE DUST AT ALL TIMES DURING CONSTRUCTION
AND VEGETATION ACTIVITIES. ALL LAND DISTURBING ACTIVITIES THAT RESULT IN FUGITIVE DUST SHALL BE IN ACCORDANCE
WITH MUNICIPAL CODE §12-150 TO REDUCE THE IMPACTS TO ADJACENT PROPERTIES AND COMMUNITY HEALTH. ALL REQUIRED
PRACTICES SHALL BE IMPLEMENTED AND ADDITIONAL ONES SHALL BE FOLLOWED. THESE PRACTICES INCLUDE WATERING THE
SITES AND DISCONTINUING CONSTRUCTION ACTIVITIES UNTIL THE WIND SUBSIDES AS DETERMINED BY ANY CITY INSPECTORS.
CONCRETE TRUCK / EQUIPMENT WASHING, INCLUDING THE CONCRETE TRUCK CHUTE AND ASSOCIATED FIXTURES AND
EQUIPMENT
41) ALL CONCRETE AND EQUIPMENT WASHING SHALL USE STRUCTURAL CONTROL MEASURES APPROPRIATE TO THE VOLUME
OF WASH AND FREQUENCY OF USE. THESE CONTROL MEASURES SHALL BE LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50)
FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS
PART OF THE ROUTINE INSPECTIONS. THESE AREAS SHALL BE CLEARLY IDENTIFIED AND PROTECTED FROM ANY WASH FROM
LEAVING THE CONTROL MEASURE. IF FREQUENT ACCESS FROM HARDSCAPE TO THE CONTROL MEASURE IS TO OCCUR, A
STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. THESE CONTROL MEASURES SHALL BE FREQUENTLY
CLEANED OUT.
42) THE DEVELOPER IS RESPONSIBLE FOR ENSURING WASHING ACTIVITY IS TAKING PLACE AT THE APPROPRIATE CONTROL
MEASURE AND SITE WORKERS ARE NOT WASHING OR DUMPING WASH WATER ON TO THE DIRT O OTHER UNCONTROLLED
LOCATIONS.
DEDICATED ASPHALT AND CONCRETE BATCH PLANTS
43) DEDICATED ASPHALT AND CONCRETE BATCH PLANTS ARE NOT ACCEPTABLE ON CONSTRUCTION SITES WITHIN THE CITY OF
FORT COLLINS WITHOUT AN EXPRESSED WRITTEN REQUEST AND PLAN TO REDUCE POLLUTANTS ASSOCIATED WITH THAT TYPE
OF ACTIVITY AND APPROVAL BY THE CITY OF FORT COLLINS SPECIFICALLY THE EROSION CONTROL INSPECTOR. THE
DEVELOPER SHALL INFORM THE EROSION CONTROL INSPECTION STAFF OF ANY DEDICATED ASPHALT, OR CONCRETE BATCH
PLANTS THAT IS TO BE USED ON SITE.
CONCRETE SAW CUTTING MATERIALS
44) SAW CUTTING MATERIAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 FOR AIR EMISSIONS AND ALL WATER
APPLICATIONS TO THE SAW CUTTING SHALL PREVENT MATERIAL FROM LEAVING THEIMMEDIATE SITE AND COLLECTED. THESE
CUTTING LOCATIONS, ONCE DRIED, SHALL BE SWEPT AND SCRAPED OF ALL MATERIAL AND SHALL HAVE PROPER AND LEGAL
DISPOSAL.
WASTE MATERIALS STORAGE AND SANITARY FACILITIES
45) TRASH, DEBRIS, MATERIAL SALVAGE, AND/OR RECYCLING AREAS SHALL BE, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET
FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF
THE ROUTINE INSPECTIONS. THESE FACILITIES SHOULD BE LOCATED OUT OF THE WIND AND COVERED AS ABLE. WHERE NOT
ABLE TO COVER, LOCATING SAID AREAS ON THE SIDE OF OTHER STRUCTURES TO REDUCE EXPOSURE TO WINDS, AND FOLLOW
MAXIMUM LOADING GUIDELINES AS MARKED ON THE CONTAINER. THE DEVELOPER IS REQUIRED TO PRACTICE GOOD
HOUSEKEEPING TO KEEP THE CONSTRUCTION SITE FREE OF LITTER, CONSTRUCTION DEBRIS, AND LEAKING CONTAINERS.
46) SANITARY FACILITIES SHALL BE PREVENTED FROM TIPPING THROUGH THE USE OF ANCHORING TO THE GROUND OR
LASHING TO A STABILIZED STRUCTURE. THESE FACILITIES SHALL ALSO BE LOCATED AS FAR AS PRACTICAL FROM AN INLET,
CURB CUT, DRAINAGE SWALE OR OTHER DRAINAGE CONVEYANCES TO PREVENT MATERIAL TRANSPORT FROM LEAVING THE
LOCAL AREA. THIS CONSISTS OF THE FACILITY BEING LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY
PERMANENT OR INTERIM DRAINAGE WAYS.
OTHER SITE OPERATIONS AND POTENTIAL SPILL AREAS
47) SPILLS: FOR THOSE MINOR SPILLS THAT; ARE LESS THAN THE STATE’S REPORTABLE QUANTITY FOR SPILLS, STAY WITHIN
THE PERMITTED AREA, AND IN NO WAY THREATEN ANY STORMWATER CONVEYANCE, NOTIFY THE CITY OF FORT COLLINS
UTILITIES BY EMAIL AT EROSION@FCGOV.COM OR PHONE (970) 817-4770. FOR ANY SIGNIFICANT, MAJOR, OR HAZARDOUS
SPILLS, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY PHONE ONLY AFTER EMERGENCY RESPONSE (911) HAS BEEN
NOTIFIED AND IS ON ROUTE, COUNTY HEALTH DEPARTMENT (LCDHE) HAS BEEN NOTIFIED THROUGH LARIMER COUNTY SHERIFF
DISPATCH (970) 416-1985, AND THE STATE SPILL HOTLINE INCIDENT REPORTING HAVE BEEN CONTACTED 1-877-518-5608.
WRITTEN DOCUMENTATION SHALL BE PROVIDED TO THE CITY WITHIN 5 DAYS OF THE EVENT. ALL SPILLS SHALL BE CLEANED UP
IMMEDIATELY.
48) SELECTION OF “PLASTIC WELDED” EROSION CONTROL BLANKETS SHALL NOT BE USED IN AREAS THAT WILDLIFE, SUCH AS
SNAKES, ARE LIKELY TO BE LOCATED AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES.
FINAL STABILIZATION AND PROJECT COMPLETION
49) ANY STORMWATER FACILITIES USED AS A TEMPORARY CONTROL MEASURE WILL BE RESTORED AND STORM SEWER LINES
WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE OWNER,
HOMEOWNERS ASSOCIATION (HOA), OR OTHER PARTY RESPONSIBLE FOR LONG TERM MAINTENANCE OF THOSE FACILITY.
50) ALL FINAL STABILIZATION SPECIFICATIONS SHALL BE DONE IN ACCORDANCE WITH THE MANUAL, CHAPTER 4:
CONSTRUCTION CONTROL MEASURES.
51) ALL DISTURBED AREAS DESIGNED TO BE VEGETATED SHALL BE AMENDED, SEEDED & MULCHED, OR LANDSCAPED AS
SPECIFIED IN THE LANDSCAPE PLANS WITHIN 14 WORKING DAYS OF FINAL GRADING.
52) SOIL IN ALL VEGETATED (LANDSCAPED OR SEEDED) AREAS, INCLUDING PARKWAYS AND MEDIANS SHALL COMPLY WITH ALL
REQUIREMENTS SET FORTH IN SECTIONS 12-130 THROUGH 12-132 OF THE CITY MUNICIPAL CODE, AS WELL AS SECTION 3.8.21
FOR THE CITY LAND USE CODE.
53) ALL SEEDING SHALL REFER TO LANDSCAPING PLANS FOR SPECIES MIXTURE AND APPLICATION RATES AND DEPTHS
REQUIREMENTS.
54) ALL SEED SHALL BE DRILLED WHERE PRACTICAL TO A DEPTH BASED UPON THE SEED TYPE. BROADCAST SEEDING SHALL BE
APPLIED AT DOUBLE THE RATE AS PRESCRIBED FOR DRILL SEEDING AND SHALL BE LIGHTLY HAND RAKED AFTER APPLICATION.
HYDROSEEDING MAY BE SUBSTITUTED FOR DRILL SEEDING ON SLOPES STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT
PRACTICAL TO DRILL SEED AND CRIMP AND MULCH. ALL HYDROSEEDING MUST BE CONDUCTED AS TWO SEPARATE PROCESSES
OF SEEDING AND TACKIFICATION.
55) ALL SEEDED AREAS MUST BE MULCHED WITHIN TWENTY-FOUR (24) AFTER PLANTING. ALL MULCH SHALL BE MECHANICALLY
CRIMPED AND OR ADEQUATELY APPLIED TACKIFIER. THE USE OF CRIMPED MULCH OR TACKIFIER MAY REQUIRE MULTIPLE
RE-APPLICATIONS IF NOT PROPERLY INSTALLED OR HAVE WEATHERED OR DEGRADED BEFORE VEGETATION HAS BEEN
ESTABLISHED. AREAS OF EMBANKMENTS HAVING SLOPES GREATER THAN OR EQUAL TO 3H:1V SHALL BE STABILIZED WITH AN
EROSION MAT OR APPROVED EQUAL TO ENSURE SEED WILL BE ABLE TO GERMINATE ON THE STEEP SLOPES. DURING A
SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE
IMPLEMENTED ALONG WITH, OR UNTIL, TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED.
56) THE DEVELOPER SHALL WARRANTY AND MAINTAIN ALL VEGETATIVE MEASURES FOR TWO GROWING SEASONS AFTER
INSTALLATION OR UNTIL SEVENTY PERCENT (70%) VEGETATIVE COVER HAS BEEN ESTABLISHED, WHICHEVER IS LONGER AND
MEETS ALL THE CRITERIA OUTLINED IN THE FORT COLLINS STORMWATER CRITERIA MANUAL CHAPTER 4: CONSTRUCTION
CONTROL MEASURES.
57) THE DEVELOPER SHALL MAINTAIN, MONITOR, REPAIR, AND REPLACE ANY AND ALL APPLICABLE CONTROL MEASURES UNTIL
FINAL STABILIZATION HAS BEEN OBTAINED. ALL CONTROL MEASURES MUST REMAIN UNTIL SUCH TIME AS ALL UPSTREAM
CONTRIBUTING POLLUTANT SOURCES HAVE BEEN VEGETATED OR REMOVED FROM THE SITE. WHEN ANY CONTROL MEASURE
IS REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEANUP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM
THAT CONTROL MEASURE. AT THE POINT AT WHICH THE SITE HAS BEEN DEEMED STABILIZED AND VERIFIED BY CITY EROSION
CONTROL INSPECTOR, ALL TEMPORARY CONTROL MEASURES CAN THEN BE FULLY REMOVED. ALL MEASURES SHALL BE
REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED.
58) THE RESPONSIBLE PARTY SHALL MAINTAIN AND KEEP CURRENT ALL PAYMENTS OR RELATED FORMS OF SECURITY FOR THE
EROSION CONTROL ESCROW UNTIL 1) STABILIZATION HAS BEEN REACHED AND 2) ALL CONTROL MEASURES AND/OR BMPS
HAVE SEDIMENT MATERIALS COLLECTED AND THE CONTROL MEASURE REMOVED FROM THE SITE. AT THAT TIME THE SITE WILL
BE CONSIDERED COMPLETED AND ANY REMAINING EROSION CONTROL ESCROW SHALL BE RETURNED TO THE APPROPRIATE
PARTIES.
FORT COLLIN -
EC-NOTES
C1.1
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21-23 - CD - COVER.dwg PLOTDATE: 2021-11-11 Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
UTILITY PLANS
PLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT
A PART OF TRACT 7, EAST ACRES LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 7
NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO
906 E. STUART ST., FORT COLLINS
COLORADO
UTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, CONumber:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
PHONE: (303) 979-3900
INFO@HABERERGROUP.COM
HCI 21_23
1 07.30.21 1ST SUB
11/11/2021
KZH
TGG
2 09.17.21 2ND SUB
3 11.17.21 3RD SUB
HCI GENERAL UTILITY NOTES:
1.ALL WATER, SANITARY SEWER AND STORM SEWER WORK SHALL
COMPLY WITH THE APPROPRIATE GOVERNING AGENCIES'
STANDARDS AND SPECIFICATIONS, CURRENT EDITION, PERTINENT
TO EACH UTILITY.
2.THE CONTRACTOR AND SURVEY CREW SHALL VERIFY ELEVATIONS
OF EXISTING SANITARY SEWER, STORM SEWER, WATER LINES AND
MANHOLES TO BE TIED TO PRIOR TO CONSTRUCTION OR STAKING
OF PIPE. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY
DISCREPANCY.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING
AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS.
4.THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY
COMPANIES AND THE APPROPRIATE GOVERNING AGENCY PRIOR
TO THE BEGINNING OF ANY CONSTRUCTION. CONTRACTOR SHALL
BE RESPONSIBLE FOR LOCATING ANY EXISTING UTILITY
(INCLUDING DEPTHS) WHICH MAY CONFLICT WITH THE PROPOSED
CONSTRUCTION. ALL EXISTING UTILITIES SHALL BE PROTECTED
FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES SHALL
BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE.
5.THE LOCATIONS OF EXISTING UTILITIES ARE BASED UPON THE
BEST AVAILABLE INFORMATION, ARE SHOWN IN AN APPROXIMATE
WAY ONLY, AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL
DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES
BEFORE COMMENCING WORK, AND AGREES TO BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UTILITIES.
6.LOCATION OF ALL EXISTING UTILITIES (PRIVATE OR PUBLIC) SHALL
BE IDENTIFIED AND VERIFIED BY CONTRACTOR PRIOR TO
MOBILIZATION, CONSTRUCTION, OR ORDERING OF MATERIALS.
THE CONTRACTOR SHALL BEAR THE FULL COST OF REMOVAL,
REPLACEMENT AND DELAY RELATED TO UNVERIFIED EXISTING
CONDITIONS. WHERE THE CONTRACTOR FINDS CONFLICTS OR
DISCREPANCIES THEY SHALL BE REPORTED IMMEDIATELY TO THE
ENGINEER.
7.THE CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, ALL PERMITS
THAT ARE NECESSARY TO PERFORM THE PROPOSED WORK.
8.PIPE BACKFILLING SHALL NOT OCCUR UNTIL PIPE HAS BEEN
INSPECTED.
9.BEGIN LAYING PIPE AT THE LOWEST POINT, WITH THE BELLS
POINTING UPHILL. LAY THE PIPE IN ACCORDANCE WITH THE
MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. LAY
PIPE TRUE TO LINE AND GRADE AS SHOWN ON THE DRAWINGS.
10.ALL STORM SEWER AND SANITARY SEWER PIPE LENGTHS AND
SLOPES ARE FIGURED FROM CENTER OF MANHOLE, BEND, WYE
AND THE INSIDE WALL OF INLETS. PIPE LENGTHS ARE GIVEN AS A
HORIZONTAL LENGTH AND ARE APPROXIMATE. PIPE LENGTHS
INCLUDE THE FLARED END SECTION.
11.ALL STORM SEWER AND SANITARY SEWER PIPE BEDDING TO BE
CLASS B BEDDING ALTERNATE, UNLESS OTHERWISE NOTED.
12.RCP STORM SEWER PIPE SHALL BE CLASS III, UNLESS OTHERWISE
NOTED.
13.ALL RCP SECTIONS SHALL BE JOINED IN SUCH A MANNER THAT THE
ENDS ARE FULLY ENTERED AND THE INNER SURFACES ARE
REASONABLY FLUSH. RUBBER GASKETS SHALL BE USED ON ALL
PIPE JOINTS CONFORMING TO ASTM C-433. AVERAGE JOINT GAP
THAT EXCEEDS ½ INCH SHALL BE FILLED WITH AN APPROVED
FLEXIBLE PLASTIC SEALANT.
14.PVC STORM SEWER PIPES AND SANITARY MAIN / SERVICES SHALL
CONFORM TO ASTM D3034 SDR 35 FOR SIZES 4-INCHES TO
15-INCHES IN DIAMETER (SOLID WALL), UNLESS OTHERWISE
NOTED. GASKETS SHALL COMPLY WITH ASTM F477, CONSISTING OF
A PROPERLY VULCANIZED HIGH GRADE ELASTOMERIC COMPOUND.
LUBRICANTS SHALL BE IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS. JOINTS SHALL BE IN
CONFORMANCE WITH ASTM D3212. C900 PIPE USED FOR STORM
SEWER CONSTRUCTION SHALL BE DR18.
15.CONSTRUCTION AND MATERIALS USED IN ALL STORM SEWER
CONSTRUCTION SHALL BE PER THE APPROPRIATE GOVERNING
AGENCIES STANDARDS. ALL MANHOLES SHALL HAVE SHAPED
INVERTS.
16.CONSTRUCTION AND MATERIALS USED IN ALL SANITARY SEWER
OR WATER MAIN CONSTRUCTION SHALL BE PER THE APPROPRIATE
GOVERNING AGENCIES STANDARDS AND SPECIFICATIONS. ALL
MANHOLES SHALL HAVE SHAPED INVERTS.
17.MANHOLE RIM ELEVATIONS SHOWN ARE APPROXIMATE ONLY AND
ARE NOT TO BE TAKEN AS FINAL ELEVATIONS. RING AND COVER
SHALL BE SET IN CENTERED CONCRETE RINGS WITH RAM-NECK
FOR ADJUSTMENT TO MATCH FINAL PAVEMENT ELEVATIONS.
18.SANITARY AND STORM SEWER PIPE SHALL BE CONSTRUCTED A
MINIMUM OF TEN-FEET FROM THE CENTER OF WATER LINES.
EXCEPT WHERE THEY CROSS.
19.ALL WATER AND SANITARY SEWER SERVICES MUST BE INSPECTED
BY THE APPROPRIATE GOVERNING AGENCIES INSPECTOR.
20.SANITARY SEWER CLEAN OUTS SHALL BE THE SAME SIZE AS THE
HOST PIPE. CLEAN OUTS TO HAVE THREADED CAPS. COVERS TO
BE TRAFFIC RATED AND FLUSH WITH FINISHED GRADE.
21.WATER SERVICE PIPING SHALL BE TYPE K COPPER, SOFT, UNLESS
OTHERWISE NOTED. ALL WATER SERVICE PIPE SHALL BE
INSTALLED WITH 5.0-FT COVER TYPICAL (4.5-FT MINIMUM) BELOW
FINISHED GRADE. THE MAXIMUM COVER IS 5.5 FEET UNLESS
OTHERWISE NOTED IN THE PLANS AND APPROVED BY
APPROPRIATE GOVERNING AGENCY.
22.REFER TO LIGHTING PLAN FOR LOCATIONS OF LIGHT POLES.
23.WHERE APPROPRIATE, NEATLY SAW CUT ALL EXISTING CONCRETE
AND ASPHALT, THE PLACEMENT OF ADDITIONAL PAVING SHALL BE
DONE TO A NEAT WORK LINE, SAW CUTTING A MINIMUM OF ONE (1)
FOOT. SAW CUTTING WILL NOT BE PAID FOR SEPARATELY BUT
WILL BE CONSIDERED INCIDENTAL TO THE WORK. REPAIR/REPLACE
ALL DISTURBED EXISTING ITEMS WITH LIKE MATERIALS AND
THICKNESSES. ANY ASPHALT REMOVED IS TO BE REPLACED TO
MEET THE SPECIFICATIONS OF THE COLORADO DEPT OF
TRANSPORTATION. EXISTING CONCRETE PAVEMENT SHALL BE
SCORED THEN BROKEN AT JOINT TO CREATE A ROUGH SURFACE
FOR THE CONSTRUCTION JOINT.
24.ALL ASPHALT WORK REQUIRING PATCHING WILL BE PERFORMED
TO A NEAT WORK LINE. THE EXISTING ASPHALT SHALL BE SAW
CUT. ALL ASPHALT PATCH WORK SHALL BE AT LEAST 2' WIDE
AFTER THE COMPLETION OF WORK. NEW CURB CAN BE PLACED
FLUSH WITH THE EXISTING ASPHALT IF IT IS TO A NEAT WORK LINE.
25.ALL UTILITIES ARE BASED UPON SURFACE LOCATES AND OR
RECORD MAPS. ENGINEER IS NOT RESPONSIBLE FOR
INCONSISTENCIES DUE TO INACCURATE LOCATES OR RECORDS.
ENGINEER RECOMMENDS ALL UTILITIES BE POTHOLED AND FIELD
SURVEYED TO VERIFY THIS INFORMATION.
26.CONTRACTOR SHALL COORDINATE ALL DRY UTILITIES SERVICE
AND RELOCATIONS WITH THE PROVIDERS.
27.CONTRACTOR SHALL COORDINATE RIMS OF ALL MANHOLES AND
SURFACE STRUCTURES WITH ANY CHANGE IN GRADE.
CONTRACTOR SHALL INCLUDE COST TO LOWER OR RAISE ALL RIMS
AS NEEDED FOR NEW GRADES.
28.ALL SANITARY SEWER CLEAN OUTS (C.O.) TO BE 2-WAY AND HAVE
HS-25 RATED COVERS.
29.ALL WATER INSTALLATION SHALL COMPLY WITH APPROVED PLANS.
30.ALL SANITARY SEWER FITTINGS SHALL BE AS MANUFACTURED AND
FURNISHED BY THE PIPE SUPPLIER OR APPROVED EQUAL AND
HAVE BELL AND / OR SPIGOT CONFIGURATIONS COMPATIBLE WITH
THE PIPE.
31.4" SANITARY SEWER SERVICE SHALL HAVE A MINIMUM SLOPE OF
2.0% (1/2" PER FOOT). 6" SANITARY SEWER SERVICES SHALL HAVE
A MINIMUM SLOPE OF 1.0% (1/4" PER FOOT).
32.CONTRACTOR TO VERIFY EXISTING SEWER SERVICE DEPTH AND
SIZE BEFORE STARTING ANY WORK. NOTIFY ENGINEER IF ANY
MODIFICATIONS NEED TO BE MADE. ALL CONNECTIONS TO
EXISTING SEWER LINES SHALL BE CONFIRMED.
33.WATER LINES, METERS, TAPS AND FIRE HYDRANTS MUST BE IN
CONFORMANCE WITH THE APPROPRIATE GOVERNING AGENCIES
STANDARDS AND SPECIFICATIONS OR SUPPLEMENTARY
STANDARDS AND SPECIFICATIONS.
34.ALL SANITARY SEWER IMPROVEMENTS MUST BE IN CONFORMANCE
WITH THE APPROPRIATE GOVERNING AGENCIES STANDARDS AND
SPECIFICATIONS OR SUPPLEMENTARY STANDARDS AND
SPECIFICATIONS.
35.DRY UTILITY IMPROVEMENTS SHALL BE COORDINATED WITH THE
PROVIDER PRIOR TO CONSTRUCTION.
36.CONTRACTOR IS RESPONSIBLE FOR COORDINATION, COMPLETION
AND SUBMITTAL OF ALL DRY UTILITY (GAS, ELECTRIC, PHONE,
CABLE, AND OTHER) APPLICATIONS.
37.UTILITY STUBS ARE SHOWN TO BEST AVAILABLE INFORMATION,
AND MAY NOT BE SHOWN AT EXACT LOCATION, LENGTH OR DEPTH.
CONTRACTOR SHALL VERIFY UTILITY STUBS PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER IMMEDIATELY OF AN
DISCREPANCIES. FOR BIDDING PURPOSES, CONTRACTOR SHALL
ASSUME THAT ALL UTILITY STUBS SHOWN ON THE PLANS HAVE
NOT BEEN INSTALLED, AND THAT NEW CONNECTIONS TO THE
EXISTING INFRASTRUCTURE SHALL BE MADE, UNLESS NOTED
OTHERWISE.
GRADING NOTES:
1.ALL EARTHWORK REQUIRED OF THIS CONSTRUCTION SHALL BE
COMPLETED IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF
THE PROJECT SPECIFICATIONS, GEOTECHNICAL INVESTIGATION
FOR THE SITE AND THE APPROPRIATE GOVERNING AGENCIES
STANDARDS AND SPECIFICATIONS.
2.A PRE CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE
DEVELOPER, ENGINEER, CONTRACTOR AND THE APPROPRIATE
GOVERNING AGENCY PRIOR TO ANY CONSTRUCTION.
3.REFER TO THE GEOTECHNICAL REPORT AND STRUCTURAL
DRAWINGS FOR COMPACTION AND EARTHWORK REQUIREMENTS
FOR THE BUILDING PADS AND ADJACENT AREAS. THE
CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT FOR
ADDITIONAL REQUIREMENTS.
4.IF THE SUBGRADE SHOULD BECOME FROZEN, DESICCATED,
SATURATED, OR DISTURBED, THE AFFECTED MATERIAL SHOULD BE
REMOVED OR THESE MATERIALS SHOULD BE SCARIFIED,
MOISTURE CONDITIONED, AND RECOMPACTED PRIOR TO
FOUNDATION, FLOOR SLAB AND PAVEMENT CONSTRUCTION.
5.FILL SHOULD BE PLACED AND COMPACTED IN HORIZONTAL (8")
LIFTS, USING EQUIPMENT AND PROCEDURES THAT WILL PRODUCE
RECOMMENDED MOISTURE CONTENTS AND DENSITIES
THROUGHOUT THE LIFT. REFER TO GEOTECHNICAL REPORT FOR
COMPACTION REQUIREMENTS.
6.THE PLACEMENT AND COMPACTION OF FILL AND BACKFILL SHOULD
BE OBSERVED BY A REPRESENTATIVE OF THE GEOTECHNICAL
ENGINEER. REFER TO THE COMPACTION REQUIREMENTS IN THE
GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.
7.ALL SOILS USED FOR FILL AND BACKFILL MUST BE APPROVED BY
THE GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION. THE
GEOTECHNICAL ENGINEER SHALL OBSERVE AND TEST THE FILL
COMPACTION, APPROVE THE FILL MATERIALS AND COMMENT, AS
NEEDED, ON THE METHOD OF PLACING AND COMPACTION, IN
WRITING, TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR
SHALL BE RESPONSIBLE TO NOTIFY THE GEOTECHNICAL ENGINEER
WHEN TESTS ARE TO BE MADE. THE GEOTECHNICAL ENGINEER
SHALL APPROVE ALL FOUNDATION EXCAVATIONS AND GIVE
WRITTEN APPROVAL OF THE COMPLETED FOUNDATIONS TO THE
ARCHITECT. QUALITY CONTROL BY AN INDEPENDENT TESTING
AGENCY AND GEOTECHNICAL ENGINEER SHALL IN NO WAY
RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR
PERFORMING ALL WORK IN ACCORDANCE WITH THE CONTRACT
REQUIREMENTS.
8.NO RUBBLE OR DEBRIS INCLUDING TIMBER, CONCRETE RUBBLE,
TREES, BRUSH, AND ASPHALT SHALL BE PLACED IN THE BACKFILL
UNDER ANY OF THE PROPOSED BUILDINGS, STREETS, CURB &
GUTTER, SIDEWALK, DRAINAGE STRUCTURES, WITHIN FIVE (5) FEET
OF A BUILDING FOOTPRINT OR BE IN THE PLACEMENT OF ANY
UNCLASSIFIED FILL. PROPERLY GRADED RUBBLE MAY BE USED IN
SOME LOCATIONS AS SPECIFIED AND VERIFIED BY THE ENGINEER.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL
AND HAULING OF SUCH MATERIALS TO A SUITABLE SPOIL AREA.
COSTS ASSOCIATED WITH THE REMOVAL OF SUCH MATERIALS
SHALL BE PAID FOR AS DOCUMENTED IN THE PROJECT
SPECIFICATIONS.
9.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN,
MAINTENANCE AND OPERATION OF ANY REQUIRED DEWATERING
SYSTEM. THE CONTRACTOR SHALL PERFORM SUCH INDEPENDENT
INVESTIGATION AS DEEMED NECESSARY TO DETERMINE THE
SUBSURFACE GROUNDWATER CONDITIONS AND UNSTABLE SOIL
CONDITIONS TO BE ENCOUNTERED THROUGHOUT THE
CONSTRUCTION.
10.IMMEDIATELY PUMP OR BAIL OUT WATER FOUND IN EXCAVATIONS,
WHETHER RAIN OR SEEPAGE. EXCAVATIONS MUST BE KEPT FREE
FROM WATER AT ALL TIMES. TAKE ALL MEASURES AND FURNISH
ALL EQUIPMENT AND LABOR NECESSARY TO CONTROL THE FLOW,
DRAINAGE AND ACCUMULATION OF WATER AS REQUIRED TO
PERMIT COMPLETION OF THE WORK AND TO AVOID DAMAGE TO
THE WORK. CONTRACTOR SHALL COMPLY WITH ALL CDPHE AND
OSHA RULES AND REGULATIONS AT ALL TIMES.
11.WHEN FREEZING TEMPERATURES MAY BE EXPECTED, DO NOT
EXCAVATE TO THE FULL DEPTH INDICATED UNLESS THE FOOTING
OR SLABS ARE TO BE POURED IMMEDIATELY AFTER THE
EXCAVATION HAS BEEN COMPLETED. IF PLACING OF CONCRETE IS
DELAYED, PROTECT THE BOTTOMS OF EXCAVATIONS FROM FROST
UNTIL CONCRETE IS PLACED.
12.NO FILL MATERIAL SHALL BE PLACED, SPREAD OR ROLLED WHILE IT
IS FROZEN OR THAWING OR DURING UNFAVORABLE WEATHER
CONDITIONS. WHEN THE WORK IN PROGRESS IS INTERRUPTED BY
HEAVY RAIN, FILL OPERATIONS SHALL NOT BE RESUMED UNTIL THE
GEOTECHNICAL ENGINEER INDICATES THAT THE MOISTURE
CONTENT AND DENSITY OF THE PREVIOUSLY PLACED FILL ARE AS
SPECIFIED.
13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVISION
OF ADEQUATE SHORING AND/OR BRACING NECESSARY TO
FACILITATE THE EXCAVATION ASSOCIATED WITH THE
CONSTRUCTION OF THE WALLS, PIPELINES AND FOUNDATIONS.
THE BRACING AND/OR SHORING OF EXCAVATED WALLS OR
TRENCHES SHALL BE IN COMPLIANCE WITH OSHA REGULATIONS
AND SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL
ENGINEER. THE COST OF SHORING AND/OR BRACING SHALL BE
INCLUDED IN THE COST OF THE SPECIFIC CONSTRUCTION ITEM
REQUIRING THE SHORING AND/OR BRACING.
14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL
AND HAULING OF UNSUITABLE FILL MATERIALS TO A SUITABLE
SPOIL AREA. EXCESS EXCAVATION SHALL BECOME THE PROPERTY
OF THE CONTRACTOR AND SHALL BE DISPOSED OF AT THE
CONTRACTOR'S EXPENSE. THE COST OF HAULAGE AND SPOILING
OF EXCESS EXCAVATED MATERIALS SHALL BE PAID FOR AS
DOCUMENTED IN THE PROJECT SPECIFICATIONS.
15.THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE SITE
PRIOR TO BIDDING TO VERIFY SITE CONDITIONS.
16.PROPOSED GRADING CONTOURS SHOWN ON THE PLAN ARE TO
FINAL GRADE.
17.ALL VERTICAL SPOT ELEVATIONS SHOWN ON THE GRADING PLAN
ARE FLOWLINE OF CURB (FL), UNLESS OTHERWISE NOTED.
18.ALL SLOPES EQUAL TO OR GREATER THAN 4:1 SHALL REQUIRE
EROSION CONTROL BLANKET, NORTH AMERICAN GREEN SC150BN
DOUBLE NETTED OR EQUAL AS A TEMPORARY STABILIZATION
MEASURE.
19.ALL SURFACES NOT RECEIVING PAVEMENT OR OTHER TREATMENT
SHALL BE SEEDED AND MULCHED.
20.BUILDING CONTRACTOR(S) WILL BE RESPONSIBLE FOR
CONSTRUCTING POSITIVE DRAINAGE AWAY FROM ALL
STRUCTURES.
21.SIDEWALK SLOPES SHALL NOT EXCEED 2.0% MAXIMUM CROSS
SLOPES AND 5.0% MAXIMUM LONGITUDINAL SLOPES, UNLESS
OTHERWISE NOTED. THE SLOPE IN THE HANDICAP PARKING
SPACES AND ASSOCIATED STRIPED ISLAND SHALL NOT EXCEED
2.0%.
22.APPROXIMATE AREA TO BE DISTURBED = 0.28 ACRES
23.THESE PLANS HAVE BEEN PREPARED BY HCI ENGINEERING IN
ACCORDANCE WITH AND IN RELIANCE UPON THE GEOTECHNICAL
STUDY AND RECOMMENDATIONS. THE CONTRACTOR SHALL
REVIEW THE GEOTECHNICAL REPORT FOR PAVEMENT DESIGN AND
RECOMMENDATIONS REGARDING EXCAVATION, COMPACTION,
MATERIALS, EMBANKMENT, PAVEMENT SUBEXCAVATION,
MOISTURE CONTROL, AND TOPSOIL REMOVAL AND REPLACEMENT.
THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF
DISCREPANCIES BETWEEN THE GEOTECHNICAL REPORT
RECOMMENDATIONS AND REQUIREMENTS OF THESE
CONSTRUCTION DRAWINGS.
24.CONTRACTOR SHALL PROVIDE A 2-FOOT MINIMUM ASPHALT PATCH
AT ALL NEW FLATWORK (SIDEWALK, CURB AND GUTTER, CROSS
PANS, ETC..) TO EXISTING PAVEMENT LOCATIONS. THE PATCH
SHALL MATCH EXISTING PAVEMENT THICKNESS,
RECOMMENDATIONS PER GEOTECHNICAL REPORT OR
JURISDICTIONAL STANDARDS WHICHEVER IS MOST
CONSERVATIVE. IF REQUIRED, THE PATCH SHALL BE UP-SIZED AS
NEED TO ENSURE GRADE SLOPES BETWEEN FLATWORK AND
EXISTING PAVEMENT ARE NOT GREATER THAN 5% AND LESS THAN
2.0%. CONTRACTOR SHALL COMPLETE A FIELD INSPECTION TO
DETERMINE IS ADDED PAVEMENT PATCH WORK IS NEEDED.
25.GRADING AND FORM CHECK SHALL BE PROVIDED TO ENGINEER
PRIOR TO INSTALLATION AND POURING OF ADA RAMPS AND
PARKING STALLS.
26.CONTRACTOR SHALL PROVIDE ENGINEER WITH TOPOGRAPHIC
AS-BUILT SURVEY OF ALL CRITICAL PEDESTRIAN PATHS, RAMPS
AND STRUCTURE THRESHOLDS TO ENSURE CONFORMANCE WITH
ADA CRITERIA.
SIGNAGE AND STRIPING NOTES:
1.ALL TRAFFIC CONTROL, TRAFFIC SIGNS AND PAVEMENT MARKINGS
SHALL BE IN CONFORMANCE WITH THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVISES (MUTCD), THE CURRENT COLORADO
SUPPLEMENT AND THE APPROVED PLANS.
2.THE PAVEMENT MARKING PAINT SHALL BE ALKYD-RESIN TYPE,
READY MIXED COMPLYING WITH AASHTO M248, TYPE I, COLOR AS
NOTED ON PLANS OR CHLORINATED-RUBBER BASE TRAFFIC LANE
MARKING PAINT, FACTORY-MIXED, QUICK-DRYING AND
NON-BLEEDING.
3.INSTALL THE PAVEMENT MARKING PAINT PER THE
MANUFACTURER'S RECOMMENDATIONS.
4.APPLY PAINT WITH MECHANICAL EQUIPMENT TO PRODUCE
UNIFORM STRAIGHT EDGES. APPLY IN TWO COATS AT
MANUFACTURER'S RECOMMENDED RESULTS. SWEEP AND CLEAN
SURFACE PRIOR TO PAINTING TO ELIMINATE LOOSE MATERIAL AND
DUST.
5.STRIPING SHALL BE DONE WHEN THE AIR AND PAVEMENT
TEMPERATURES ARE AT LEAST 50F OR AS RECOMMENDED BY THE
MANUFACTURER. THE PAVEMENT SURFACE AND WEATHER
CONDITIONS SHALL BE CONDUCIVE TO SATISFACTORY RESULTS.
6.STOP SIGN PLACEMENT LOCATIONS SHALL BE PER SECTION 2B-9
OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST
EDITION AND CDoT S-614-1.
7.EXISTING PAVEMENT MARKINGS CONFLICTING WITH PROPOSED
DESIGN SHALL BE REMOVED BY A WATER OR SAND BLAST METHOD
THAT WILL NOT DETERIORATE THE PAVEMENT, AS APPROVED BY
THE ENGINEER.
8.HANDICAP PARKING SIGNS SHALL BE LOCATED AT EACH HANDICAP
PARKING SPACE.
9.ALL PAVEMENT MARKINGS FOR PARKING SPACES AND PAINTED
ISLANDS SHALL BE 4-INCH WIDE WHITE STRIPES, UNLESS
OTHERWISE NOTED.
10.STRIPED ISLANDS: 4” WIDE WHITE PAINTED STRIPES @ 36” O.C.
TYPICAL, PAINTED AT A 45 DEGREE ANGLE TO PARKING SPACE
LINE.
11.CONTRACTOR TO VERIFY FIRE LANE PAINT AND SIGN LOCATIONS
WITH FIRE DEPARTMENT PRIOR TO INSTALLATION.
DEMOLITION NOTES:
1.TREE REMOVAL/RELOCATION SHALL BE COORDINATED WITH
LANDSCAPE PLANS AND OWNER'S REPRESENTATIVE.
1.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND
VERIFY THE EXTENTS OF REQUIRED DEMOLITION PRIOR TO
CONSTRUCTION. ADDITIONAL SCOPE MAY BE REQUIRED THAN
SHOWN HEREON. THE CONTRACTOR SHALL COORDINATE ALL
DEMOLITION WITH STRUCTURAL MECHANICAL, ELECTRICAL,
PLUMBING, LANDSCAPING AND ARCHITECTURAL DRAWINGS.
2.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED
UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
AND PROTECTING ALL UTILITIES PRIOR TO CONSTRUCTION.
3.HCI ENGINEERING HAS NOT CONDUCTED ANY ON SITE
INVESTIGATION FOR EXISTING UTILITIES. ADDITIONAL UTILITIES, IN
USE OR ABANDONED, MIGHT EXIST ON, NEAR OR CROSSING THE
SUBJECT PROPERTY. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO CONDUCT ON SITE INVESTIGATION FOR UNKNOWN UTILITIES
AND CONFIRM UTILITY LOCATIONS SHOWN HEREON. THE
CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCY.
4.CONTRACTOR SHALL PRESERVE EXISTING VEGETATION OUTSIDE
OF THE PROJECT LIMITS. ANY DAMAGE TO VEGETATION OR SITE
IMPROVEMENTS OUTSIDE OF THE PROJECT LIMITS DUE TO
CONSTRUCTION ACTIVITIES SHALL BE REPLACED IN KIND AT THE
CONTRACTOR'S EXPENSE.
5.BARRIERS/FENCING SHALL BE PROVIDED PRIOR TO SITE
DEMOLITION TO PROVIDE FOR SAFETY OF WORKERS AND
PASSERSBY. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN
ROUTES DURING CONSTRUCTION.
6.THE CONTRACTOR SHALL SUBMIT A DETAIL DEMOLITION PLAN
OUTLINING REMOVAL.
7.THE CONTRACTOR SHALL PROVIDE FOR DUST CONTROL DURING
DEMOLITION TO INCLUDE COVERING TRUCKS HAULING DEBRIS
OFFSITE, PERIODICALLY CLEANING AND SWEEPING ADJACENT
STREETS AND DRIVES AND/OR USING DUST PALLIATIVE AS
NEEDED.
8.THE CONTRACTOR SHALL SAW CUT EXISTING ASPHALT
PAVEMENT AT DEMOLITION LIMITS. APPLY SS-1 TACKCOAT AT
EDGE PRIOR TO PLACING NEW ASPHALT.
9.EXISTING CONCRETE AT DEMOLITION LIMITS SHALL BE SCORED
THEN BROKEN AT THE JOINT TO CREATE A ROUGH SURFACE TO
ACCEPT NEW CONCRETE.
10.THE CONTRACTOR SHALL REFER TO PROJECT SPECIFICATIONS
FOR THE DISPOSAL OF ALL DEMOLISHED ITEMS.
11.THOROUGHLY CLEAN ALL AREAS, SURFACES, BUILDINGS AND
STRUCTURES IMPACTED BY DEMOLITION ACTIVITIES PRIOR TO
START OF NEW CONSTRUCTION.
12.DEMOLITION SHALL INCLUDE (AT A MINIMUM):
·REMOVAL OF IRRIGATION SYSTEM LINE AND APPURTENANCES
·REMOVAL AND/OR ABANDONING STORM LINE (VIA FLOW FILL
AND CAPPING).
·REMOVAL AND/OR ABANDONING WATER LINE (VIA FLOW FILL
AND CAPPING).
·REMOVAL/RELOCATION OF ELECTRIC, GAS AND
TELECOMMUNICATION LINES IN COORDINATION WITH THE
UTILITY OWNER.
·REMOVAL OF ASPHALT, CONCRETE, AND OR GRAVEL
SURFACES.
·REMOVAL OF LANDSCAPING FEATURES (E.G. SITE WALLS,
FENCES, BOULDERS, PAVERS, GARDEN BEDS)
·REMOVAL OR TREES, BUSHES AND FOLIAGE, AS DIRECTED BY
LANDSCAPE. TREE REMOVAL OR TRANSPLANTING SHALL BE
COORDINATED WITH THE OWNER'S REPRESENTATIVE AND
LANDSCAPE.
·REMOVAL OF ANY UNSATISFACTORY SOIL, AS IDENTIFIED BY
THE GEOTECHNICAL ENGINEER.
HCI NOTES
C1.2
SS
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21-23 - CD -DEMO PLAN.dwg PLOTDATE: 2021-11-11 Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
UTILITY PLANS
PLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT
A PART OF TRACT 7, EAST ACRES LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 7
NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO
906 E. STUART ST., FORT COLLINS
COLORADO
UTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, CONumber:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
PHONE: (303) 979-3900
INFO@HABERERGROUP.COM
HCI 21_23
1 07.30.21 1ST SUB
11/11/2021
KZH
TGG
2 09.17.21 2ND SUB
3 11.17.21 3RD SUB
N
30'20'10'0'
SCALE: 1" = 10'
DEMO PLAN
C1.3
SS
M
CO
CO
PRO.16.00'
PAVER DRIVE WAY
PRO.4.00'
SIDEWALK RAMP
W/ HANDRAILS
PRO.5.00'
SIDEWALK
PRO.16.00'
ACCESS
PRO.SIDEWALK
TIE TO EXIST
PRO.4.00'
SIDEWALK
8.50'
8.50'
18.00'
5.00'
18.00'
PARKING STALLS WEST TO ACCOMMODATE
ACCESS DRIVE
PRO.LANDSCAPE PLANTING/MULCH AREAS
PRO.GREEN SPACE PROVIDED
TO RETAIN CANOPY TREES
PRO.(4) STALL ENCLOSED BIKE RACK ON PAD
RE: ARCH
PRO.STREET/TREE LAWN AREA
(2) STALL FIXED BIKE RACK,
DIRECT BURIAL
RE: ARCH
3.00'3.00'
PRO. 26 F.L.CURB FLOWLINE
PRO.38.00' STUART STREET RIGHT
OF WAY BY
SEPARATE DOCUMENT
PRO.9.00' UTILITY EASEMENT
BY SEPARATE DOCUMENT
R10.00'R10.00'
PRO. 3644 SF.
PERMEABLE PAVERS
20.00'
3.0'
16.00'3.0'
PRO. SSWER CLEANOUT
PRO. CLEANOUT MH
PRO. CLEANOUT MH
7.00'
17.52'
PRO. TRANSFORMER
PRO. 6" STEP
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21-23 - CD - SITE PLAN.dwg PLOTDATE: 2021-11-11 Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
UTILITY PLANS
PLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT
A PART OF TRACT 7, EAST ACRES LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 7
NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO
906 E. STUART ST., FORT COLLINS
COLORADO
UTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, CONumber:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
PHONE: (303) 979-3900
INFO@HABERERGROUP.COM
HCI 21_23
1 07.30.21 1ST SUB
11/11/2021
KZH
TGG
2 09.17.21 2ND SUB
3 11.17.21 3RD SUB
N
30'20'10'0'
SCALE: 1" = 10'
SITE PLAN
C2.0
PRO.1.5" DOMESTIC
METER
SS
M
CO
CO
80.75
80.75
80.51
80.75
MATCH EX.
4980.27
80.37
MATCH EX.
4980.50
80.70
81.68
80.63
81.737.4%5.9%5.8%5.2%
1.1%
0
.
2%
0
.
2%
0
.
2%0.5%1.6%1.6%1.5%FFE = 4980.75
80.70
80.75
80.66
81.68
81.57
MATCH EX.
4981.62
MATCH EX.
4981.55 1.5%80.71
81.65 81.58
81.65
MATCH EX.
4981.7081.68
MATCH EX.
4981.64
MATCH EX.
4981.65
MATCH EX.
4981.09
80.43MATCH EX.
4980.02
MATCH EX.
4980.04
80.70 80.69
80.75
80.75
80.75
80.70
80.70
80.69
80.69
80.7280.71 80.69 80.59
80.75
81.72
80.70
80.75
80.7480.74
80.7480.7480.74
80.74
80.70
1.5%1.4%0.9%1.4%1.2%8.0%0.5%0.5%0.9%0.1%0.1%0.1%0.2%0.3%15.5%PRO. SWALE W/
UNDERDRAIN
PRO. SWALE W/
UNDERDRAIN
80.70
81.67 81.67
80.6880.68 80.63
80.66 80.66
81.16 81.16
81.19 81.19
81.69 81.69
80.75
80.75MATCH EX.
4980.19
80.63
80.55
80.58
80.32
1.2%
N
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21-23 - CD - GRADING PLAN.dwg PLOTDATE: 2021-11-11 Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
UTILITY PLANS
PLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT
A PART OF TRACT 7, EAST ACRES LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 7
NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO
906 E. STUART ST., FORT COLLINS
COLORADO
UTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, CONumber:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
PHONE: (303) 979-3900
INFO@HABERERGROUP.COM
HCI 21_23
1 07.30.21 1ST SUB
11/11/2021
KZH
TGG
2 09.17.21 2ND SUB
3 11.17.21 3RD SUB
N
30'20'10'0'
SCALE: 1" = 10'
GRADING PLAN
C2.1
DRAINAGE LEGEND
DRAINAGE BASIN
FLOW ARROW
BASIN ID
C100AREA (AC)
C10
MAJOR BASIN BOUNDARY
B3-6
2.8 0.47
0.76
PRO.
0.32 0.40
0.52
XXXX
5421
5420
XXXSLOPE
MAJOR CONTOUR
MINOR CONTOUR
SPOT ELEVATION
SSWATWATWATWATWATWATMWFWFWFCO
CO
PRO. 1.5" WATER METER
W/74 L.F. TYPE "K"
COOPER SERVICE LINE
PRO. SSWER CLEANOUT
PRO. CLEANOUT MH
PRO. CLEANOUT MH
PRO. 27 L.F. 6" DIP FIRE LINE
PRO. 28 L.F. 4" PERFORATED PVC
UNDERDRAIN @ 0.50% MIN.
PRO. 45 L.F. 4"
PERFORATED
PVC UNDERDRAIN
@ 0.50% MIN.
PRO. TRANSFORMER
PRO.38.00' STUART STREET RIGHT
OF WAY BY
SEPARATE DOCUMENT
PRO.9.00' UTILITY EASEMENT
BY SEPARATE DOCUMENT
PRO. 8 L.F. 4" PVC
UNDER BIKE PAD
@ 0.50% MIN.
PRO. 4 L.F. 4" PVC
UNDER SIDEWALK
@ 0.50% MIN.
N
30'20'10'0'
SCALE: 1" = 10'
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21-23 - CD - UTILITY PLAN.dwg PLOTDATE: 2021-11-11 Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
UTILITY PLANS
PLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT
A PART OF TRACT 7, EAST ACRES LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 7
NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO
906 E. STUART ST., FORT COLLINS
COLORADO
UTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, CONumber:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
PHONE: (303) 979-3900
INFO@HABERERGROUP.COM
HCI 21_23
1 07.30.21 1ST SUB
11/11/2021
KZH
TGG
2 09.17.21 2ND SUB
3 11.17.21 3RD SUB
GAS
SAN
W W W
ELEC
STORM SEWER
SANITARY SEWER
WATER LINE
GAS LINE
ELECTRICAL
ELECTRICAL BOX
SITE LIGHT
MANHOLES
GATE VALVE
CLEAN OUT
PROPOSED
FIRE HYDRANT
WATER METER
ST SS
HY DUGTFIBER OPTIC LINE
UTILITY LEGEND
BASIS OF BEARING:
THE SOUTH LINE OF THE NE 1/4 OF THE NE 1/4 OF SECTION 24 TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
BEING MONUMENTED AS SHOWN HEREON, BEARS S89°56'00"W PER QUIT CLAIM DEED RECORDED AT REC. #
20200011699, LARIMER COUNTY RECORDS.
BENCHMARK:
PROJECT DATUM: NAVD88
FORT COLLINS SURVEY MONUMENT, BENCHMARK #15-97 -ELEVATION: 4995.75' NAVD 88 DATUM, PER FORT COLLINS
DATASHET
TEMPORARY BENCHMARK (T.B.M.): THE TOP OF THE SET 5/8" REBAR AND CAP, PLS 6973, AT THE SOUTHEAST CORNER
OF THE ABOVE DESCRIBED PARCEL. ELEVATION: 4981.59'
UTILITY PLAN
C3.0
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21 - 23 - CD - DETAILS.dwg PLOTDATE: 2021-11-11 Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.UTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, CONumber:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
PHONE: (303) 979-3900
INFO@HABERERGROUP.COM
HCI 21_23
1 07.30.21 1ST SUB
11/11/2021
KZH
TGG
2 09.17.21 2ND SUB
3 11.17.21 3RD SUB
DETAILS - WATER & WW
C4.0
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21 - 23 - CD - DETAILS.dwg PLOTDATE: 2021-11-11 Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.UTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, CONumber:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
PHONE: (303) 979-3900
INFO@HABERERGROUP.COM
HCI 21_23
1 07.30.21 1ST SUB
11/11/2021
KZH
TGG
2 09.17.21 2ND SUB
3 11.17.21 3RD SUB
DETAILS - SW & TRAN
C4.1
VARIES
8"
EX. GRA
D
E
PROVIDE 1/2" - 3/4"
WASHED CRUSHED GRAVEL
4" ADS PERFORATED PIPE,
SLOPE TO FOLLOW SWALE LINE
NOTES:
1.COMPACT SUB-GRADE PER GEOTECH REPORT.
2.LINE TRENCH WITH PERMEABLE GEOTEXTILE.
Scale: N.T.S.
4" SWALE UNDERDRAINA
SSWATWATWATWATWATWATMWFWFWFCO
CO
LOC
DTC
CWA
FC
VTC
SSA
SCL
CS
CS
N
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21-23 - CD - EROSION CONTROL PLAN.dwg PLOTDATE: 2021-11-11 Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
UTILITY PLANS
PLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT
A PART OF TRACT 7, EAST ACRES LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 7
NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO
906 E. STUART ST., FORT COLLINS
COLORADO
UTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, CONumber:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
PHONE: (303) 979-3900
INFO@HABERERGROUP.COM
HCI 21_23
1 07.30.21 1ST SUB
11/11/2021
KZH
TGG
2 09.17.21 2ND SUB
3 11.17.21 3RD SUB
N
30'20'10'0'
SCALE: 1" = 10'
EROSION CONTROL PLAN
C5.0
BMP LEGEND
CONCRETE WASHOUT AREA
CONSTRUCTION FENCE
CURB SOCK-INLET PROTECTION
INLET PROTECTION
SEDIMENT CONTROL LOG
STABILIZED STAGING AREA
VEHICLE TRACING CONTROL
LIMITS OF CONSTRUCTION
CWA
CF
CS
IP
SCL
SSA
VTC
LOC
DESCRIPTIONLABELSYMBOL
DEBRIS/TRASH CONTROLDTC
BMP
CUT/ FILL VOLUMES
CUT (C.Y.)FILL (C.Y.)NET (C.Y.)
34 28 6
TOTAL AREA OF DISTURBANCE = 0.28 AC
CUT/FILL VOLUMES FOR REFERENCE ONLY,
CONTRACTOR TO PERFORM OWN EARTH
WORK CALCULATIONS.
BMP'S TAKEOFF
BMP QUANTITY
CF 490 LF
VTC 1 EA.
SSA 293 SF
CWA 1 EA.
CS 4 EA.
SCL 284 LF
LOC 0.28 AC / 12,197 SF
PROPOSED CONTOURS MAJOR
PROPOSED CONTOURS MINOR
GRADING LEGEND
5280
5279
BMP INSTALLATION SCHEDULE
ORDER INSTALLATION ORDER/ TIME LINE
1
INSTALLATION OF CONSTRUCTION FENCE (CF),
PERIMETER CURB SOCKS (CS), SEDIMENT CONTROL
LOGS (HEAVY WATTLES) (SCL) AND INLET PROTECTION
(IP)
2 INSTALLATION OF THE SITE VEHICLE TRACKING
CONTROL (VTC)
3
INSTALLATION OF THE SITE STABILIZED STAGING
AREA (SSA) ONCE THE AREA FOR THE SSA HAS BEEN
CLEARED AND GRUBBED, SURFACE ROUGHENING ALL
SOILS
4
INSTALLATION OF THE SITE CONCRETE WASHOUT
AREA (CWA), THE CWA SHALL BE ACCESSIBLE FROM
THE VTC
5
INSTALLATION OF THE SEDIMENT CONTROL LOGS
(SCL) AROUND ANY STOCKPILING AND CURB SOCKS
(CS) AROUND ANY SOILS ON PAVED SURFACES
6 INSTALLATION OF DIVERSION DIKES (DD), AND
EROSION CONTROL BLANKETS (ECB)*
7
REMOVE THE SSA, VTC, SCL AND IP TO ALLOW FOR
PAVING. PAVING SHOULD COMMENCE IMMEDIATELY
ALLOWING NO LAG TIME FOR EROSION
CONTAMINATION DUE TO THE REMOVAL OF THESE
BMP'S.
8
ONCE PAVING IS COMPLETED RE-INSTALL CS (CURB
SOCKS ON PAVED SURFACE AROUND ANY STOCK PILE
AND INLET PROTECTION)
9
REMOVE CF, SCL, IP AND CS ONCE THE FINAL
STABILIZATION IS COMPLETE AND NO DISTURBED
SOILS ARE EXPOSED
BASIS OF BEARING:
THE SOUTH LINE OF THE NE 1/4 OF THE NE 1/4 OF SECTION 24 TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
BEING MONUMENTED AS SHOWN HEREON, BEARS S89°56'00"W PER QUIT CLAIM DEED RECORDED AT REC. # 20200011699,
LARIMER COUNTY RECORDS.
BENCHMARK:
PROJECT DATUM: NAVD88
FORT COLLINS SURVEY MONUMENT, BENCHMARK #15-97 -ELEVATION: 4995.75' NAVD 88 DATUM, PER FORT COLLINS
DATASHET
TEMPORARY BENCHMARK (T.B.M.): THE TOP OF THE SET 5/8" REBAR AND CAP, PLS 6973, AT THE SOUTHEAST CORNER OF
THE ABOVE DESCRIBED PARCEL. ELEVATION: 4981.59'
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21 - 23 - CD - EC DETIALS.dwg PLOTDATE: 2021-11-11 Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
Number:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
PHONE: (303) 979-3900
INFO@HABERERGROUP.COM
HCI 21_23
1 07.30.21 1ST SUB
11/11/2021
KZH
TGG
2 09.17.21 2ND SUB
3 11.17.21 3RD SUBUTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, COEC - DETAILS
(1)
C5.1
REVISIONS:
Drawn By:
Sheet
Sheet Name:
No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21 - 23 - CD - EC DETIALS.dwg PLOTDATE: 2021-11-11 Checked By:
Date Issued:
Project No:
CALL 811 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
Know what's below,
Call before you dig.
Number:
A DIVISION OF
HABERER CARPENTRY INC.
621 SOUTHPARK DR., SUITE 1600
LITTLETON CO, 80120
PHONE: (303) 979-3900
INFO@HABERERGROUP.COM
HCI 21_23
1 07.30.21 1ST SUB
11/11/2021
KZH
TGG
2 09.17.21 2ND SUB
3 11.17.21 3RD SUBUTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, COEC - DETAILS
(2)
C5.2
SSWATWATWATWATWATWATWATWATWFWFWFCO
CO
(1)EX. 37"
LOCUST,
TO REMAIN
(2)EX. 20"
LOCUST,
TO REMAIN
(3)EX. 22"
LOCUST,
TO REMAIN
(4)EX. 14"
CRABAPPLE,
TO BE REMOVED
(5)EX. 25"
LOCUST, TO
BE REMOVED
(6) 20" S. ELM,
TO BE REMOVED
(7) 20" S. ELM,
TO BE REMOVED
(8) 3",4",5" S. ELM,
TO BE REMOVED
(9) 29" GREEN ASH,
TO REMAIN
PROPOSED 4-PLEX
PROPERTY
LINE, TYP.
BIKE LANE
PROPOSED
DETACHED
5' WALK
(10)EX. 23"
GREEN ASH,
TO REMAIN
TREE
PROTECT.
FENCE, TYP.
(SEE
DETAIL ON
THIS SHEET)
4' CONCRETE
WALKWAY, TYP.
16' PERMEABLE
PAVER DRIVEWAY18'-6"
CRZ
10'-0"
CRZ
11'-0"
CRZ
EX. TREES AT
ADJACENT PROPERTY
EAST STUART STREET
TREE MITIGATION
NORTH
0 feet16
1/8" = 1'-0"
8 24 32PLAN
TREE PROTECTION NOTES:
TREE NUMBER TREE SPECIES
HONEYLOCUST FAIR1 3.5
EXISTING TREE TO BE REMOVED
EXISTING TREE TO REMAIN
1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA
BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL.
2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL
OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND
APPROVED THE DISTURBANCE.
3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY
STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A
CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE.
4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED
EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN
HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR
ONE-HALF(1
2) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR
MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION
ZONE.
5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE
CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL
SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL
HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF
TREES.
6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED
TREE.
7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION
OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE 'RIBBONED OFF',
RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION
(G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY
(50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE
PERIMETERS OF SUCH AREAS BEING CLEARED.
8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING
EXCAVATION DEEPER THAN SIX(6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT
SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE
AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED
FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:
37
1. ALL REPLACEMENT INCHES/TREES ARE IDENTIFIED ON LANDSCAPE PLAN.
2. MITIGATION TOTAL OF 6.5 TREES AT 2" CALIPER ARE REQUIRED.
TREE MITIGATION TABLE NOTES:
LEGEND TABLEMITIGATIONTREE
TREE PROTECTION FENCING
1/4" = 1'-0"
CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA. SEE
TREE MITIGATION PLAN FOR FENCE ALIGNMENT.4'-0"MAINTAIN EX.
GRADE UNLESS
OTHERWISE
NOTED
2" x 6' STEEL
POSTS
OR APPROVED
EQUAL
SECTION VIEW
KEEP OUT
TREE
PROTECTION
AREA
8.5" x 11"
LAMINATED
SIGN PLACED
ON VISIBLE SIDES
OF FENCING
TREE PROTECTION
FENCING: HIGH DENSITY
POLYETHYLENE FENCING
WITH 3.5" X 1.5"
OPENINGS; COLOR-
ORANGE, STEEL POSTS
INSTALLED AT 8' O.C.
3" MIN. DEPTH
MULCH LAYER
P-CO-69
1
9.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1-
JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA.
TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET)
10-2
23-4
55-9
1010-14
1215-19
15OVER 19
D.B.H.CONDITION MITIGATION NOTES
TO REMAIN
HONEYLOCUST FAIR PLUS2 320 TO REMAIN
HONEYLOCUST FAIR3 322 TO REMAIN
CRABAPPLE4 214 REMOVED FOR PARKING
HONEYLOCUST5 325
SIBERIAN ELM POOR6 1.516 TO BE REMOVED
DEAD720
FAIR85,4,3
GREEN ASH FAIR929 OFFSITE
FAIR10 2.523
REMOVED FOR PARKING
FAIR PLUS
FAIR MINUS
SIBERIAN ELM TO BE REMOVED
TO BE REMOVED SIBERIAN ELM
0
0
GREEN ASH OFFSITE
3
TOTAL 6.5
Revisions:7.9.8.5.6.4.No. Date3.1.Description2.Design: Drawn: Review: Scale:Project No.:Date:construction administration
horticultural consulting
project management
landscape architecture
906 E. STUART ST.Fort Collins, CO 80525 www.gmr-la.com
(P) 720.209.7244
denver, colorado 80218
730 colorado blvd., ste. 200
L-1FAMILYMULTISCALEPLANPLANET PROJECTTREE2004GMR1/8"=1'-0"01/26/22GMRGMRPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT
A PART OF TRACT 7, EAST ACRES LYING IN THE
NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
COUNTY OF LARIMER, STATE OF COLORADO.MITIGATIONA PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR
SHRUBS AS NOTED ON THIS PLAN ARE PLANTED,
PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN
THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL
APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION
(SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A
HOLD ON CERTIFICATE OF OCCUPANCY.
SSWATWATWATWATWATWATWATWATWFWFWFCO
CO
3 - JH
2 - JH
5 - RG
2 - CS
7 - NL
1 - VL
4 - CK
2 - CK
1 - JH
2 - PL
1 - VL 1 - VL
4 - PL
2 - CK
1 - UA
5 - PB
4 - EC
5 - SA
14 - EC
4 - EC
4 - PL
1 - JH
9 - JW
9 - JW
BIKE LANE
TURF
PROPERTY
LINE, TYP.
PROPOSED 4'
CONC. WALKWAY
(RE: CIVIL)
PROPOSED 5'
DETACHED WALK
EX. CURB
RESIDENT PARKING
PERMEABLE PAVER
(BELGARD: AQUAROC,
VICTORIAN COLOR),
(RE: CIVIL)
ADA
PARKING
PROPOSED 4-PLEX
TURF
3" MIN. WASH. CEDAR
MULCH IN ALL
PERIMETER LANDSCAPE
BEDS
4 STALL
BIKE PARKING
(DETAIL 1,
SHEET 6)
LANDSCAPE
EDGING,TYP.
EX. SEWER LINE
WATER LINE
(RE: CIVIL)
6'-0"26'-3"
A/C UNIT, TYP.
TRASH
BIN,
(20"W,
23" D)
TYP.
3" MIN., 1 1
2" GRAY
GRANITE ROCK MULCH
IN ALL FOUNDATION
LANDSCAPE BEDS
EX. TREES AT
ADJACENT PROPERTY
ELEC.
TRANS. PAD
EAST STUART STREET
2 - CK
6'-0"
2 STALL
BIKE PARKING
(DETAIL 2,
SHEET 6)
4 - MR3 - CK
EX. FIRE
LINE
5 - DB
5 - EC
3 - PA
6 - CK
Revisions:7.9.8.5.6.4.No. Date3.1.Description2.Design: Drawn: Review: Scale:Project No.:Date:construction administration
horticultural consulting
project management
landscape architecture
906 E. STUART ST.Fort Collins, CO 80525 GMRGMR01/26/221/8"=1'-0"GMR2004LANDSCAPE
NORTH
0 feet16
1/8" = 1'-0"
8 24 32
TREES CODE QTY COMMON / BOTANICAL NAME CONTAINER CALIPER SIZE
CS 2 Western Catalpa / Catalpa speciosa B & B 2"Cal Mitigation (2)
JH 7 Hetzi Column Juniper / Juniperus chinensis `Hetzii Columnaris`25 gal 8` Ht. Mitigation (4)
JW 18 Woodward Juniper / Juniperus scopulorum `Woodward`15 gal 6` Ht.
UA 1 Accolade Elm / Ulmus x `Accolade`B & B 2"Cal Mitigation (1)
SHRUBS CODE QTY COMMON / BOTANICAL NAME CONTAINER SIZE
DB 5 Carol Mackie Daphne / Daphne x burkwoodii `Carol Mackie`5 gal 18"
EC 27 Compact Burning Bush / Euonymus alatus `Compactus`5 gal 24"
PA 3 Russian Sage / Perovskia atriplicifolia 5 gal 24"
PL 10 Dwarf Ninebark / Physocarpus opulifolius `Little Devil` TM 5 gal 24"
VL 3 Mohican Wayfaring Tree / Viburnum lantana `Mohican`5 gal 24"
GRASSES CODE QTY COMMON / BOTANICAL NAME CONTAINER SIZE
CK 19 Feather Reed Grass / Calamagrostis x acutiflora `Karl Foerster` 1 gal 18"
PB 5 Little Bunny Fountain Grass / Pennisetum alopecuroides `Little Bunny` 1 gal 12"
PERENNIALS CODE QTY COMMON / BOTANICAL NAME CONTAINER SIZE
MR 4 Creeping Mahonia / Mahonia repens 1 gal 6"
NL 7 Little Trudy Catmint / Nepeta x `Psfike` TM 1 gal 6"
RG 5 Goldsturm Coneflower / Rudbeckia fulgida `Goldsturm`1 gal 12"
SA 5 Autumn Joy Sedum / Sedum x `Autumn Joy`1 gal 12"
GROUND COVERS CODE QTY COMMON / BOTANICAL NAME CONTAINER SIZE
TURF 2,009 sf RTF Tall Fescue / Festuca arundinacea `Rhizomatous RTF`sod full
PLANT SCHEDULE
STREET TREE NOTES:
4.SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN ACCORDANCE WITH CITY CODE SECTION 12-132. THE SOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS,
SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT (8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF
AT LEAST SIX (6) INCHES BY
TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOIL AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THE
ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, A WRITTEN CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED, HAVE BEEN THOROUGHLY LOOSENED AND
THE SOIL AMENDED, CONSISTENT WITH THE REQUIREMENTS SET FORT IN SECTION 12-132.
5.INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY
GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHER INSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROW ACCOUNT
FOR 125% OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY BUILDING IN SUCH PHASE.
6.MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS FENCES, WALLS AND OTHER LANDSCAPE ELEMENTS WITH THESE FINAL PLANS SHALL BE CONSIDERED AS ELEMENTS OF THE PROJECT IN THE
SAME MANNER AS PARKING, BUILDING MATERIALS AND OTHER SITE DETAILS. THE APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE REGULAR
MAINTENANCE OF ALL LANDSCAPING ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM DISEASE, PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH AS
FENCES AND WALLS SHALL BE REPAIRED AND REPLACED PERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION.
7.REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS.
8. THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES:
40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS
15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS
10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES
6 FEET BETWEEN TREES AND ELECTRIC LINES
4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES
4 FEET BETWEEN TREES AND GAS LINES
9. ALL STREET TREES SHALL BE PLACED A MINIMUM OF EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC 3.2.1 (D)(2)(A)
10. PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS SPECIFIED BY THE CITY OF FORT COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER
THAN 24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THE EXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY
FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN.
11. THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THE PROPOSED GRADING, STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT
CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN.
12. MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION--AS REQUIRED BY SITE CONDITIONS OR PLANT AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN
CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED.
ALL CHANGES OF PLANT SPECIES AND LOCATION MUST HAVE WRITTED APPROVAL BY THE CITY PRIOR TO INSTALLATION.
13. ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE (3) INCHES WITH WASHINGTON CEDAR MULCH, UNLESS OTHERWISE NOTED.
PLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT
A PART OF TRACT 7, EAST ACRES LYING IN THE
NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
COUNTY OF LARIMER, STATE OF COLORADO.
PLAN
www.gmr-la.com
(P) 720.209.7244
denver, colorado 80218
GENERAL LANDSCAPE NOTES:
1.PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE-FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF DENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THE AMERICAN
ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALL TREES SHALL BE BALL AND BURLAP OR EQUIVALENT.
2.IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION PLAN MUST BE REVIEWED AND
APPROVED BY THE CITY OF FORT COLLINS WATER UTILITIES DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL TURF AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM. ALL
SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATIC DRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY WITH THE
IRRIGATION PLANS. THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL.
3.TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING.
1. CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTINGS AT THE COMPLETION OF EACH PHASE OF THE
DEVELOPMENT. ALL MUST BE INSTALLED AS SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF STREET TREE PLANTING IS
REQUIRED BEFORE FINAL APPROVAL OF EACH PHASE.
2. STREET LANDSCAPING, INCLUDING STREET TREES, SHALL BE SELECTED IN ACCORDANCE WITH ALL CITY CODES AND POLICIES.
ALL TREE PRUNING AND REMOVAL WORKS SHALL BE PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORIST WHERE
REQUIRED BY CODE. STREET TREES SHALL BE SUPPLIED AND PLANTED BY THE DEVELOPER USING A QUALIFIED LANDSCAPE
CONTRACTOR.
3. THE DEVELOPER SHALL REPLACE DEAD OR DYING STREET TREES AFTER PLANTING UNTIL FINAL MAINTENANCE INSPECTION AND
ACCEPTANCE BY THE CITY OF FORT COLLINS FORESTRY DIVISION. ALL STREET TREES IN THE PROJECT MUST BE ESTABLISHED,
WITH AN APPROVED SPECIES AND OF ACCEPTABLE CONDITION PRIOR TO ACCEPTANCE.
4. SUBJECT TO APPROVAL BY THE CITY FORESTER, STREET TREE LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE DRIVEWAY
LOCATIONS, UTILITY SEPARATIONS BETWEEN TREES, STREET SIGNS AND STREET LIGHTS. STREET TREES TO BE CENTERED IN THE
MIDDLE OF THE LOT TO THE EXTENT FEASIBLE. QUANTITIES SHOWN ON PLAN MUST BE INSTALLED UNLESS A REDUCTION IS
APPROVED BY THE CITY TO MEET SEPARATION STANDARDS.
730 colorado blvd., ste. 200
LANDSCAPEPROJECTPLANETPLANSCALEL-2
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR
SHRUBS AS NOTED ON THIS PLAN ARE PLANTED,
PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN
THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL
APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION
(SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A
HOLD ON CERTIFICATE OF OCCUPANCY.MULTI FAMILY
Revisions:7.9.8.5.6.4.No. Date3.1.Description2.Design: Drawn: Review: Scale:Project No.:Date:construction administration
horticultural consulting
project management
landscape architecture
906 E. STUART ST.Fort Collins, CO 80525 GMRGMR01/26/22ASGMR2004PLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT
A PART OF TRACT 7, EAST ACRES LYING IN THE
NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
COUNTY OF LARIMER, STATE OF COLORADO.
www.gmr-la.com
(P) 720.209.7244
denver, colorado 80218
730 colorado blvd., ste. 200
LANDSCAPEPROJECTPLANETDETAILSSCALEL-3
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR
SHRUBS AS NOTED ON THIS PLAN ARE PLANTED,
PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN
THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL
APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION
(SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A
HOLD ON CERTIFICATE OF OCCUPANCY.
4-BIKE STORAGE SHED
N.T.S.
NOTES:
1. 80"X80" EXTERIOR FOOTPRINT
2. SHED TO BE PLACED ON 4" CONCRETE PAD PER PLAN 86"X86" MINIMUM.
3. MANUFACTURER TO BE HANOVER PRODUCTS (MODEL: HANBIKESHD-GRY)
4. CONTRACTOR TO PROVIDE SUBMITTAL FOR L.A., OWNER FOR APPROVAL.
1
P-CO-104
2-BIKE STORAGE RACK
N.T.S.
NOTES:
1. 30"X31.5" EXTERIOR FOOTPRINT.
2. RACK TO BE PLACED ON 4" CONCRETE PAD PER PLAN.
3. MANUFACTURER TO BE VELODOME, (MODEL: SM-2-LH).
4. CONTRACTOR TO PROVIDE SUBMITTAL FOR L.A., OWNER FOR APPROVAL.
P-CO-105
2 DECIDUOUS TREE PLANTING
N.T.S.
FULLY REMOVE ALL TWINE/WIRE BASKET
FROM ROOTBALL.
(2) METAL 'T' POST STAKES WITH
PROTECTIVE CAP, DRIVE (MIN 24") FIRMLY
INTO SUBGRADE PRIOR TO BACKFILLING.
(2) 12 GAUGE GALV. GUY WIRES AT 3'-0"
ABOVE GRADE W/ 1/2" DIA. X 18" P.V.C.
PIPE ON EACH WIRE.
MULCH AS SPECIFIED, FORM SAUCER W/
3" CONT. RIM.
CUT AND REMOVE ALL TWINE WRAPPING
AND BURLAP FROM TOP HALF OF BALL.
WATER AND TAMP POCKETS TO REMOVE
AIR.
NOTE:
1. DO NOT CUT LEADER.
2. PRUNE ALL DAMAGED OR DEAD WOOD AFTER PLANTING,
STAKING AND MULCHING.
3. KEEP CROWN SHAPE TYPICAL OF SPECIES. REMOVE ALL
PLANTING LABELS AFTER FINAL ACCEPTANCE BY
LANDSCAPE ARCHITECT.3"2X BALL DIAMETER
FEATHER MULCH TO TREE TRUNK.
PLANT SO THAT TOP OF ROOT BALL IS
3" ABOVE FINISHED GRADE.
3
P-RE-16
EVERGREEN TREE PLANTING
N.T.S.
CUT AND REMOVE ALL TWINE WRAPPING AND
BURLAP FROM TOP HALF OF BALL.
N
PLAN
NOTE:
1.DO NOT CUT LEADER. PRUNE ALL DAMAGED OR DEAD
WOOD AFTER PLANTING, STAKING AND MULCHING.
2.KEEP CROWN SHAPE TYPICAL OF SPECIES.
3.REMOVE ALL PLANTING LABELS AFTER FINAL ACCEPTANCE
BY LANDSCAPE ARCHITECT.
3-12 GAUGE GALV. (DOUBLE STRAND TWISTED)
GUY WIRES AT 3'-0" ABOVE GRADE. WITH 1/2" DIA.
WHITE PVC PIPE 36" LENGTH ON EACH WIRE.
APPLY MULCH WITH A 3' DIA. MULCH RING (TYP.)
KEEP MULCH FROM CONTACTING TRUNK OF TREE.
FILL PLANT PIT WITH 2/3 OF NATURAL SOIL
(EXCAVATED MATERIAL) WITH 1/3 OF ORGANIC
MATTER.
ATTACH GUY WIRE TO 2" CANVAS STRAP OR
APPROVED EQUIV. THROUGH GROMMETS.
UNDISTURBED SOIL.
FULLY REMOVE ALL TWINE/WIRE BASKET FROM
ROOTBALL.3"2X BALL DIAMETER
INSTALL A 2"-3" HT. WATER RING AT TIME OF
PLANTING.
METAL STAKES, 2 MIN. PER TREE ALIGNED
AROUND TREE. BURY ANCHOR 1" BELOW GROUND.
USE 'DUCK BILL' OR EQUAL.
PLANT TREE 3" ABOVE FINAL GRADE. SET TRUNK
PLUMB.
4
P-RE-17
SHRUB PLANTING
N.T.S.
DO NOT CUT LEADER. PRUNE ALL DAMAGED
OR DEAD WOOD AFTER PLANTING, STAKING
AND MULCHING. KEEP CROWN SHAPE TYPICAL
OF SPECIES. REMOVE ALL PLANTING LABELS
AFTER FINAL ACCEPTANCE BY LANDSCAPE
ARCHITECT.
PLANT SO THAT TOP OF ROOTBALL IS LEVEL
W/ FINISH GRADE
FEATHER MULCH TO BASE OF SHRUB
BRANCHES. FORM W/ 3" CONT. RIM.
FILL PLANT PIT WITH 2/3 OF NATURAL
SOIL (EXCAVATED MATERIAL) WITH 1/3 OF
ORGANIC MATTER.
REMOVE ALL CONTAINER MATERIAL. PLACE
OVER UNDISTURBED SOIL.
WATER AND TAMP POCKETS TO REMOVE AIR.
UNDISTURBED SOIL.
VAR. ROOTBALL +12"
5
P-RE-18
SHOWNMULTI FAMILY
WATWATWATWATWATWATWATWATWFWFWF CO
CO
GENERAL SHEET NOTES:
SCALE
SITE IMPROVEMENTS PLAN
A1.1
1
1" = 8'-0"
WAYNE D.
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C-2974STATEOFCOL
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DEMO PLANS
A2.0
1
1/8" = 1'-0"
LEGEND:GENERAL SHEET NOTES:
02060 SELECTIVE BUILDING DEMOLITION
COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE STARTING DEMOLITION. COMPLY WITH HAULING AND DISPOSAL
REGULATIONS OF AUTHORITIES HAVING JURISDICTION.
OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF BUILDINGS TO BE DEMOLISHED.
SURVEY THE CONDITION OF THE BUILDING TO DETERMINE WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN A STRUCTURAL
DEFICIENCY OR UNPLANNED COLLAPSE OF ANY PORTION OF THE STRUCTURE OR ADJACENT STRUCTURES DURING DEMOLITION.
LOCATE, IDENTIFY, SHUT OFF, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICES SERVING THAT PORTION OF THE
STRUCTURE TO BE DEMOLISHED.
DRAIN, PURGE, OR OTHERWISE REMOVE, COLLECT, AND DISPOSE OF CHEMICALS, GASES, EXPLOSIVES, ACIDS, FLAMMABLE, OR OTHER
DANGEROUS MATERIALS BEFORE PROCEEDING WITH DEMOLITION OPERATIONS.
CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND
OTHER ADJACENT OCCUPIED AND USED FACILITIES.
CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS, FACILITIES, AND SITE
IMPROVEMENTS TO REMAIN. ENSURE SAFE PASSAGE OF PEOPLE AROUND DEMOLITION AREA.
PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING, BRACING, OR STRUCTURAL SUPPORT TO PRESERVE STABILITY AND
PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF PORTIONS OF BUILDINGS TO BE DEMOLISHED AND PORTIONS OF BUILDINGS TO
REMAIN.
USE OF EXPLOSIVES WILL NOT BE PERMITTED.
USE WATER MIST, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TO LIMIT THE SPREAD OF DUST AND DIRT. COMPLY
WITH GOVERNING ENVIRONMENTAL PROTECTION REGULATIONS.
REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS.
PROMPTLY REPAIR DAMAGES TO ADJACENT FACILITIES CAUSED BY DEMOLITION OPERATIONS.
PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE.
DO NOT BURN DEMOLISHED MATERIALS.
TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM.
BUILDING RENOVATION AND DEMOLITION WHAT YOU NEED TO KNOW!
Are you Remodeling, Renovating or Demolishing?
You may be subject to State and Federal Regulations requiring inspection for asbestos. Avoid penalties and delays: If you are impacting greater than trigger levels of suspect
asbestos-containing materials ("ACM") - you must have your project inspected for ACM by a Colorado-certified asbestos building inspector before commencing work.
It is illegal to improperly disturb asbestos containing materials!
Asbestos can be found in these and other common building materials: Ceiling textures, vinyl floor coverings and mastic, boiler and pipe insulation, heating and cooling duct
insulation, ceiling tile, roofing products, clapboard shingles, etc. These materials may be regulated - a certified asbestos building inspector can determine which materials contain
asbestos and which are regulated.
For ALL Renovation Projects:
•Buildings of any age may contain ACM; even those newly built may have ACM.
•Inspection: <If the structures/components to be disturbed exceed trigger levels, they must be inspected for asbestos by a state-certified asbestos building inspector, unless
a building was built after October, 1988, AND the architect or engineer who built it signs and submits a statement that no ACM was specified or used in the construction of
the building - then no inspection is needed. Contact CDPHE or go to our web site for a current list of Asbestos Inspectors www.cdphe.state .co .us/ap/asbestos. or
Asbestos Building Inspector Consulting firms can be found in the yellow pages of most telephone books, under the heading "Asbestos Consulting and Testing".
•If the amount of ACM to be disturbed exceeds the following trigger levels, then an abatement co.ntractor must remove the material:
••Single-Family Residential Dwellings ("SFRD")- the trigger levels are: 50 linear feet on pipes; 32 square feet on other surfaces; or the volume equivalent of a 55-gallon
drum.
••Public and Commercial Buildings other than SFRD's, the trigger levels are: 260 linear feet on pipes; 160 square feet on other surfaces; or the volume equivalent of a
55-gallon drum.
•Under many circumstances, a certified asbestos removal contractor (General Abatement Contractor) must remove ACM that are regulated or may become regulated
before they are disturbed by renovation or demolition activities. Contact CDPHE or go to our web site for a current list of General Abatement Contractors ("GAC's") . GAC's
can also be found in the yellow pages of most telephone books, under the heading "Asbestos Abatement".
•Notification: A written application to CDPHE for a notification/permit may be required, along with payment of a fee and a ten (10) working-day waiting period (emergencies
may be excluded) before the removal (abatement) of regulated asbestos containing materials .
•Regulated asbestos-containing waste material must be disposed of at an approved asbestos waste disposal site.
Demolitions, Destructive Salvage, House Moving
If you demolish, perform destructive salvage, perform de-construction, burn, destroy, dismantle, dynamite, implode, knock down, level, pull down, pulverize, raze, tear down,
wreck all of a structure or structural components, or you move a house, you may be subject to State and Federal Regulations even when there is NO asbestos in the facility.
For ALL Demolition Projects:
• Inspection: the building or area of the building to be demolished must be inspected for asbestos by a state-certified asbestos inspector. Contact CDPHE or go to our web site for
a current list of Asbestos Inspectors or Asbestos Building Inspector Consulting firms can be found in the yellow page of most telephone books, under the heading, "Asbestos
Consulting and Testing".
• Asbestos Removal
(if necessary) must be performed by a Colorado-certified General Abatement Contractor. Any asbestos containing material that is friable or will be made friable during
demolition activities must be removed prior to demolition. Removal, in accordance with Regulation No. 8, is required if the amount of asbestos-containing material that is friable
or will become friable during demolition exceeds the trigger levels.
• A Demolition Notification Application Form must be submitted to the CDPHE, even if no asbestos was found during the inspection, along with payment of a notification fee and
a ten (10) working-day waiting period that is required before the demolition can proceed.
During Demolition:
• Recycling of materials, such as concrete or wood, that are bonded or contaminated with asbestos containing material (ACM), such as floor tile or mastic, is NOT permitted.
• Demolition of a building that has non-friable asbestos containing VAT or tar-impregnated roofing materials remaining must be completed without causing the
asbestos-containing materials to become friable. Concrete floors covered with floor tile shall be removed in large sections if possible. Operations such as crushing, pneumatic
jacking, etc. of materials containing asbestos are not permitted.
• When imploding or burning a structure, ALL asbestos-containing material, regardless of type or quantity, MUST be removed prior to demolition.
For More Information, please contact:
Asbestos Compliance Assistance Group
Asbestos and Demolition Permit Coordinator
Phone: (303) 692-3100
Fax: (303) 782-0278
Toll Free: (800) 886-7689 X-3100
Web page: http://www.cdphe.state.co .us/ap/asbestos/index.html
Email address: asbestos@state.cous .
All asbestos abatement and demolition permit application forms are available from our web site, via an email request or by calling the asbestos program.
HAVE YOUR PROJECT INSPECTED BY A COLORADO-CERTIFIED ASBESTOS BUILDING INSPECTOR BEFORE YOU BEGIN
WAYNE D.
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FIRST FLOOR PLAN
A2.1
1
1/4" = 1'-0"
GENERAL SHEET NOTES:
WAYNE D.
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C-2974STATEOFCOL
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2
A5.2
1
A4.1
2
A5.1
3
A5.2
4
A5.2
1
A5.3
2
A5.3
3
A5.3
1
A5.2
3
A5.1
1
A5.1
2
A4.1
3
A4.1
4
A4.1
01
01 01 01
01
01
02
02
02
03
03
04
04
05
05
05
06
07
06
07
06
2
A5.2
1
A4.1
2
A5.1
3
A5.2
4
A5.2
1
A5.3
2
A5.3
3
A5.3
1
A5.2
3
A5.1
1
A5.1
SCALE
SECOND FLOOR PLAN
A2.2
1
1/4" = 1'-0"
WAYNE D.
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A4.1
3
A4.1
4
A4.1
08
08
09
09
10
05
05
05
10
09
05
GENERAL SHEET NOTES:
GENERAL STAIR NOTES:
SCALE
ROOF PLAN
A3.1
1
1/4" = 1'-0"
WAYNE D.
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A5.2
1
A4.1
2
A5.1
3
A5.2
4
A5.2
1
A5.3
2
A5.3
3
A5.3
1
A5.2
3
A5.1
1
A5.1
2
A4.1
3
A4.1
4
A4.1
GENERAL ROOF NOTES:
SCALE
SOUTH ELEVATION
A4.1
1
1/4" = 1'-0"
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SED A R C H ITECTSCALE
EAST ELEVATION
A4.1
2
1/4" = 1'-0"SCALE
WEST ELEVATION
A4.1
3
1/4" = 1'-0"
SCALE
WEST ELEVATION
A4.1
4
1/4" = 1'-0"
GENERAL SHEET NOTES:
MATERIAL BOARD:
WAYNE D.
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SED A R C H ITECTGENERAL SHEET NOTES:
SCALE
BUILDING SECTION
A5.1
1
1/4" = 1'-0"
SCALE
BUILDING SECTION
A5.1
2
1/4" = 1'-0"SCALE
BUILDING SECTION
A5.1
3
1/4" = 1'-0"
WAYNE D.
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C-2974STATEOFCOL
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SED A R C H ITECTSCALE
BUILDING SECTION
A5.2
1
1/4" = 1'-0"
SCALE
BUILDING SECTION
A5.2
3
1/4" = 1'-0"SCALE
BUILDING SECTION
A5.2
4
1/4" = 1'-0"
SCALE
BUILDING SECTION
A5.2
2
1/4" = 1'-0"
GENERAL SHEET NOTES:
WAYNE D.
ANDERSON
C-2974STATEOFCOL
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SED A R C H ITECTSCALE
BUILDING SECTION
A5.3
1
1/4" = 1'-0"
SCALE
BUILDING SECTION
A5.3
3
1/4" = 1'-0"
SCALE
BUILDING SECTION
A5.3
2
1/4" = 1'-0"
GENERAL SHEET NOTES:
WAYNE D.
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C-2974STATEOFCOL
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SED A R C H ITECTSCALE
WALL SECTION
A6.1
1
3/4" = 1'-0"SCALE
WALL SECTION
A6.1
2
3/4" = 1'-0"SCALE
WALL SECTION
A6.1
3
3/4" = 1'-0"SCALE
WALL SECTION
A6.1
4
3/4" = 1'-0"
GENERAL SHEET NOTES:
WAYNE D.
ANDERSON
C-2974STATEOFCOL
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SED A R C H ITECTSCALE
WALL SECTION
A6.2
1
3/4" = 1'-0"SCALE
WALL SECTION
A6.2
2
3/4" = 1'-0"SCALE
WALL SECTION
A6.2
3
3/4" = 1'-0"SCALE
WALL SECTION
A6.2
4
3/4" = 1'-0"
GENERAL SHEET NOTES:
WAYNE D.
ANDERSON
C-2974STATEOFCOL
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SED A R C H ITECTSCALE
WALL SECTION
A6.3
1
3/4" = 1'-0"SCALE
WALL SECTION
A6.3
2
3/4" = 1'-0"
GENERAL STAIR NOTES:
GENERAL SHEET NOTES:
DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS FOR REVIEW
PRIOR TO FABRICATION AND INSTALLATION OF ALL DOORS.
GLASS SET
HDWR
TYPESIZE
DOOR
FINISHMATERIAL MATERIAL
FRAME
FINISH REMARKS#LABEL
REMARKS
1" INSULATED BRONZEALUM CLADDH WINDOW
B
A
TYPE MATERIAL GLAZING FINISH
T = TEMPERED
DOOR WINDOW AND HARDWARE NOTES:
ALL ALUMINUM WINDOWS AND DOOR FRAMES (INTERIOR AND
EXTERIOR) INCLUDING ALL GLAZING FOR THE ENTIRE PROJECT
INCLUDING DOORS AND HOLLOW METAL, AS SHOWN ON THIS
SCHEDULE ARE TO BE SUPPLIED AND INSTALLED BY THE
ALUMINUM STOREFRONT SUBCONTRACTOR.
ALL HOLLOW METAL WINDOWS DOORS AND DOOR FRAMES
(INTERIOR AND EXTERIOR) EXCLUDING THEIR ASSOCIATED
GLAZING, AS SHOWN ON THIS SCHEDULE ARE TO BE SUPPLIED
AND INSTALLED BY THE HOLLOW METAL SUBCONTRACTOR.
ALL WOOD DOORS EXCLUDING THEIR ASSOCIATED GLAZING,
AS SHOWN ON THIS SCHEDULE ARE TO BE SUPPLIED AND
INSTALLED BY THE WOOD DOOR SUBCONTRACTOR.
ALL OVERHEAD DOORS, SECTIONAL AND COILING (INTERIOR AND
EXTERIOR) INCLUDING THEIR ASSOCIATED GLAZING,
SHOWN ON THE SCHEDULE ARE TO BE SUPPLIED AND INSTALLED
BY THE OVERHEAD DOOR SUBCONTRACTOR.
DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS FOR REVIEW
PRIOR TO FABRICATION AND INSTALLATION OF ALL DOORS.
FIELD VERIFY ALL DIMENSIONS
01 3'-0"x6'-8"
HARDWARE SCHEDULE:
A.THE FOLLOWING SCHEDULE IS FURNISHED FOR WHATEVER ASSISTANCE IT
MAY AFFORD THE CONTRACTOR; DO NOT CONSIDER IT AS ENTIRELY
INCLUSIVE. SHOULD ANY PARTICULAR DOOR OR ITEM BE OMITTED IN ANY
SCHEDULED HARDWARE GROUP, PROVIDE DOOR OR ITEM WITH
HARDWARE SAME AS REQUIRED FOR SIMILAR PURPOSES. QUANTITIES
LISTED ARE FOR EACH PAIR OF DOORS, OR FOR EACH SINGLE DOOR.
B. ALL HARDWARE FINISHES TO BE AS SELECTED BY THE OWNER, FIELD
VERIFY AND COORDINATE ALL FINISHES.
HEADING 2.1.e SINGLE EXTERIOR ENTRY METAL ACCESS DOOR
3 HINGES
1 LEVER LOCKSET (ENTRY)
1 DEADBOLT
1 WEATHERSTRIP
1 DOOR SWEEP
1 THRESHOLD
1 WALL STOP
HEADING 2.1 SINGLE INTERIOR DOOR
3 HINGES
1 LEVER LOCKSET (PASSAGE)
1 WALL STOP
HEADING 2.1.r SINGLE INTERIOR RESTROOM DOOR
3 HINGES
1 LEVER LOCKSET (PRIVACY)
1 WALL STOP
HEADING 2.1.p SLIDING PATIO DOOR
ALL HARDWARE AS PROVIDED BY DOOR SUPPLIER
HEADING 2.2.l BI-FOLD LAUNDRY ROOM DOOR
ALL HARDWARE AS PROVIDED BY DOOR SUPPLIER
HEADING 2.2.c SLIDING CLOSET DOOR
ALL HARDWARE AS PROVIDED BY DOOR SUPPLIER
-METAL PAINTPAINTP 2.1.eMETAL-
DOOR SCHEDULE
WAYNE D.
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SED A R C H ITECTENTRY DOORS
02 3'-0"x6'-8"-METAL PAINTPAINTP 2.1.eMETAL-UTILITY ROOM DOORS
03 6'-0"x6'-8"1" INSUL ALUM ANNOANNOD 2.1.pALUM-SLIDING PATIO DOORS
04 5'-0"x6'-8"-WOOD PAINTPAINTF 2.2.l-LAUNDRY ROOM DOORS
06 3'-0"x6'-8"-WOOD PAINTPAINTF 2.1HC WOOD -HC DOORS
05 PR 3'-0"x6'-8"-WOOD PAINTPAINTF 2.2.c-CLOSET DOORSHC WOOD
HC WOOD
07 3'-0"x6'-8"-WOOD PAINTPAINTF 2.1.rHC WOOD -HC RR DOORS
PR 3'-0" X 5'-0"
1" INSULATED BRONZEALUM CLADDH WINDOW2'-4" X 3'-6"
EGRESS WINDOWS WHERE REQUIRED
LAUNDRY ROOM WINDOWS
1" INSULATED BRONZEALUM CLADDH WINDOWC3'-0" X 5'-0"
08 3'-0"x6'-8"-WOOD PAINTPAINTF 2.1HC WOOD -LAUNDRY ROOM DOORS
09 2'-6"x6'-8"-WOOD PAINTPAINTF 2.1HC WOOD -BEDROOM DOORS
10 2'-4"x6'-8"-WOOD PAINTPAINTF 2.1.rHC WOOD -BATHROOM DOORS
SCALEA8.1
5
1/2" = 1'-0"SCALEA8.1
6
1/2" = 1'-0"SCALEA8.1
7
1/2" = 1'-0"SCALEA8.1
9
1/2" = 1'-0"SCALEA8.1
10
1/2" = 1'-0"SCALEA8.1
8
1/2" = 1'-0"
SCALE
UNITS B,C,D KITCHEN (TYP)
A8.1
1
1/2" = 1'-0"SCALE
UNITS B,C,D KITCHEN (TYP)
A8.1
2
1/2" = 1'-0"SCALE
UNITS C,D BATH (TYP)
A8.1
3
1/2" = 1'-0"SCALEA8.1
4
1/2" = 1'-0"SCALEA8.1
5
1/2" = 1'-0"
SCALE
UNITS B,C,D LAUNDRY (TYP)
A8.1
12
1/2" = 1'-0"SCALE
UNIT A HC KITCHEN
A8.1
13
1/2" = 1'-0"SCALE
UNIT A HC KITCHEN
A8.1
14
1/2" = 1'-0"
WAYNE D.
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SED A R C H ITECTGENERAL SHEET NOTES:
HNPANo.DescriptionDateSCALEDesigned byChecked byAS NOTED906 E STUART ST, FORT COLLINS,CO STRUCTURAL ENGINEER0ISSUED FOR REVIEW12.18.21ARCHITECTHNDrawn byCONTRACTORProject number21-2080PLANET SCALE1ISSUED FOR PERMIT12.21.2112/21/20212. ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT FROM DISPLACING DUE MEMBERS OF THE SAME SIZE AND SPACING AS VERTICAL REINFORCING, U.O.N.PROVIDE REINFORCING BAR DOWELS IN FOOTINGS, PILE CAPS AND OTHER SUPPORTINGPRACTICAL.PROVIDE REINFORCING SHOWN OR NOTED CONTINUOUS IN LENGTHS AS LONG AS 4.3.5.TERMINATE REINFORCING STEEL IN STANDARD HOOKS, UNLESS OTHERWISE SHOWN.AT A MAXIMUM 3-FOOT SPACING. SUPPORT REINFORCING BY METAL CHAIRS, RUNNERS, BOLSTERS, SPACERS, AND HANGERS TO FORMWORK, CONSTRUCTION, OR CONCRETE PLACEMENT OPERATIONS. LOCATE AND REINFORCING TO CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:1. REINFORCING STEELLOCATIONSALL REINFORCINGTYPEASTM A615, 60 KSI#6 BARS AND LARGER#5 BARS AND SMALLERCONCRETE PLACED AGAINST EARTHOR IN CONTACT WITH EARTH:SLABS ON GRADE (TOP CLEARANCE)FORMED SURFACES EXPOSED TO WEATHERLOCATIONS2 INCHES1 1/2 INCHES1 1/2 INCHESCLEAR COVER3 INCHESCAST-IN-PLACE CONCRETETHE OWNER'S REPRESENTATIVE.REINFORCING SIMILAR TO THAT SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY REINFORCING IS NOT SPECIFICALLY SHOWN OR WHERE DETAILS ARE NOT GIVEN, PROVIDE CONCRETE IS REINFORCED AND CAST-IN-PLACE UNLESS OTHERWISE NOTED. WHERE CONCRETE CLEAR COVER TO REINFORCING BARS IS AS FOLLOWS, UNLESS OTHERWISE NOTED:1. 2.MINIMUM NAILING TO BE AS FOLLOWS, UNLESS OTHERWISE NOTED:JOISTS OR RAFTERS TO SIDESFOR EACH ADDITIONAL 4 INCHJOISTS OR RAFTERS AT ALL BEARINGS:TOE NAILS EACH SIDE, EACH ENDBLOCKING BETWEEN JOISTS OR RAFTERSTO JOIST OR RAFTER BEARINGS:CROSS-BRIDGING BETWEEN JOISTSLOWER PLATE TO TOP OF STUDUPPER PLATE TO LOWER PLATEMULTIPLE STUDS, STAGGER FOR WIDTHSALL OTHER WOOD CONTACTSD.G.WHERE BLOCKING APART, AT EACH BLOCKOF STUDS:IN DEPTH OF JOISTTOE NAILS EACH SIDESTUDS TO BEARING:TOE NAILS EACH SIDEEND NAIL AT 2x8 INCH OR LESSEND NAIL AT 3xTO JOIST OR RAFTERS:TOE NAILS EACH SIDETOE NAILS EACH ENDTOE NAILS EACH ENDOR RAFTERS:HERRINGBONE BLOCKINGDOUBLE TOP PLATES:STAGGERED O.C.NO MORE THAN 4 INCHCONTINUOUS CONTACTSDOUBLE JOISTS(2) 16d AT 2" MATERIAL(2) 40d AT 3" MATERIAL(2) 16d(2) 8d AT 1" MATERIALSTAGGERED 2 ROWS 16d16d MIN. @ 12" O.C.@ 12" O.C.16d @ 12" O.C.16d @ 16" O.C.(2) 16d(2) 10d(2) 8d(2) 8d(2) 10d(3) 8d(2) 20d(3) 16d(2) 16d(2) 8d(2) 10d(1) 16dD.F. #219%VERT. STUDS 12'-0" OR SHORTERTHE WEATHER TO BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL.AIR-DRIVEN NAILS TO BE FULL-HEADED NAILS. DO NOT OVERDRIVE WHEN WOOD TENDS TO SPLIT.PREDRILL HOLES TO 3/4 OF NAIL DIAMETER WHERE SPECIFIED AND PLYWOOD TO BE CC GRADE AT LOCATIONS EXPOSED TO WEATHER;NAILS AND STAPLES: COMMON WIRE NAILS AND STAPLES, ASTM F1667, NAILS FOR EXTERIOR INSTALLATIONS AND WHEN PENETRATING PRESSURE TREATED OR FIRE-RETARDANT LUMBER. BOLTS AND THREADED RODS: ASTM A307, SQUARE OR HEXAGONAL HEAD MACHINE BOLTS WITH ASTM A563 NUTS. USE MALLEABLE IRON TO BE 3-PLY MINIMUM.PANEL SHEATHING: IDENTIFY WOOD STRUCTURAL PANELS WITH THE APPROPRIATE TRADEMARK OF APA-THE ENGINEERED WOOD ASSOCIATION AND MEET THE REQUIREMENTS OF THE VOLUNTARY PRODUCT STANDARD PS-1 OR PS-2 AND APA PRP-108 PERFORMANCE STANDARD. PANEL SHEATHING TO BE EXPOSURE 1.PLYWOOD PANELS TO BE 5-PLY MINIMUM, EXCEPT 3/8" PANELSB18.22.1 WASHERS UNDER HEAD WHEN IN CONTACT WITH WOOD.LAG SCREWS: ASTM A307, ANSI/ASME STANDARD B18.2.1. USE ANSI WASHERS UNDER HEAD AND NUT WHEN IN CONTACT WITH WOOD. SCREWS: ASTM A307, ANSI/ASME STANDARD B18.6.1. USE CADMIUM-PLATED PAN OR ROUND HEADED SCREWS AT STEEL TO WOOD AND WOOD TO WOOD CONNECTIONS.MISCELLANEOUS STEEL: ASTM A36.BOLTS, NUTS, WASHERS, STRAPS AND OTHER HARDWARE EXPOSED TO DRIVE NAILS PERPENDICULAR TO THE GRAIN, U.O.N.STANDARD LENGTHS U.O.N. USE HOT-DIPPED ZINC-COATED GALVANIZED C.5.A.B.2.A.B.D.E.H.F.G.6.A.B.C.CD GRADE ELSEWHERE.ROUGH HARDWARE:NAILS.NAILING:FRAMING LUMBER: DOUGLAS FIR MEMBER1.ROUGH CARPENTRYMOISTUREWOOD/GRADECONTENTREMOVE ABANDONED FOOTINGS, UTILITIES, ETC. WHICH INTERFERE WITH NEW LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN DURING AND/OR AFTER CONSTRUCTION, UNLESS OTHERWISE INDICATED. NOTIFY THE OWNER'S REPRESENTATIVETHE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, UNDERPINNING AND PROTECTION OF EXISTING CONSTRUCTION.EXCAVATIONS FOR FOUNDATIONS MUST BE ACCEPTED BY THE OWNER'S REPRESENTATIVEPRIOR TO PLACING REINFORCING AND CONCRETE. NOTIFY THE OWNER'S REPRESENTATIVEREMOVE LOOSE SOIL AND STANDING WATER FROM FOUNDATION EXCAVATIONS PRIOR TO IF ANY BURIED STRUCTURES NOT INDICATED, SUCH AS CESSPOOLS, CISTERNS,2.3.CONSTRUCTION.WHEN EXCAVATIONS ARE READY FOR INSPECTION.PLACING CONCRETE.FOUNDATIONS, ETC., ARE FOUND.4.5.6.1. FOUNDATION AND SITE WORKREFER TO ARCHITECTURAL DRAWINGS FOR EXTERIOR SLABS AND WALLS.5.DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, USE SIMILAR DETAILS OF CONSTRUCTION, SUBJECT TO REVIEW BY THE OWNER'S REPRESENTATIVE.11.10.DO NOT SCALE THE DRAWINGS.8.PROVIDE TEMPORARY BRACING AND SHORING NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. RETAIN A REGISTERED ENGINEER WHO IS PROPERLY QUALIFIED TO DESIGN BRACING, SHORING, ETC. 9.INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS REPRESENTS THE PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. REPORT CONDITIONSTHAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE OWNER'S REPRESENTATIVE.ELEVATIONS ARE PER ARCHITECTURAL DRAWINGS. CONSTRUCTION LOADS: EVENLY DISTRIBUTE MATERIALS ON FLOORS AND ROOFS.DO NOT TO EXCEED ALLOWABLE LOADING FOR SUPPORTING MEMBERS AND CONNECTIONS.7.6.SUBMISSION OF BID UNLESS THE DOCUMENT DATE IS SHOWN. CONDITIONS BEFORE STARTING WORK. NOTIFY STRUCTURAL ENGINEER OF DISCREPANCIES.IT IS RESPONSIBILITY OF CONTRACTOR TO VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE GENERALTHESE GENERAL NOTES SUPPLEMENT THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. IN CASE OF CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS, CONTACT THE OWNER'S REPRESENTATIVE.REFERENCE TO CODES, RULES, REGULATIONS, STANDARDS AND MANUFACTURER'S INSTRUCTIONS IS TO THE LATEST PRINTED EDITION IN EFFECT AT THE DATE OFGENERAL NOTES2. 3. 4.1. SHEET LIST:GENERAL NOTESS0.01TYPICAL FRAMING DETAILSS0.1012.ARCHITECT'S/ENGINEER'S REVIEW OF THE SHOP DRAWINGS SHALL NOT BE CONSTRUED ASAUTHORIZATION TO DEVIATE FROM THE CONTRACT DOCUMENTS.USE A DRILL BIT OF THE SAME DIAMETER AS THE LAG SCREW. INSERT LAG SCREW INTO LEAD HOLE BY TURNING. DO NOT DRIVE LUBRICATE WITH SOAP OR BEESWAX TO FACILITATE INSTALLATION.NOMINAL LAG SCREW DIAMETER.SCREW WITH A DRILL BIT WHOSE DIAMETER IS 60 PERCENT OF THE EXTEND THE LEAD HOLE FOR THE THREADED PORTION OF THE LAG WITH A HAMMER.4.3.2.DRILL LEAD HOLE FOR THE SHANK TO A DEPTH EQUAL TO THE LENGTH OF THE UNTHREADED PORTION IN THE MAIN MEMBER.EXTEND THE LEAD HOLE FOR THE THREADED PORTION OF THESCREW WITH A DRILL BIT WHOSE DIAMETER IS 7/8 THE DIAMETERUSE A DRILL BIT 7/8 THE DIAMETER OF THE WOOD SCREW. LENGTH OF THE UNTHREADED PORTION IN THE MAIN MEMBER.DRILL LEAD HOLE FOR THE SHANK TO A DEPTH EQUAL TO THE INSERT THE SCREW INTO LEAD HOLE BY TURNING. DO NOT DRIVE OF THE SCREW AT THE ROOT OF THE THREAD.LUBRICATE WITH SOAP OR BEESWAX TO FACILITATE INSTALLATION.BOLT AND SCREW INSTALLATION:DRILL PRE-BORED LEAD HOLES FOR WOOD SCREWS AS FOLLOWS.THAN THE BOLT NOMINAL DIAMETER.DRILL BOLT HOLES A MAXIMUM OF 1/16 INCH LARGER IN DIAMETER DRILL PRE-BORED LEAD HOLES FOR LAG SCREWS AS FOLLOWS.WITH A HAMMER. 1.7.A.B.1.2.C.4.3.FOUNDATION PLANS1.00D.F. #219%ALL OTHERSD.F. #219%POSTS, BMS. & JOISTSTHE DESIGN OF THE FOUNDATION SYSTEM IS BASED UPON MINIMUM CODE PRESCRIBED VALUES.CONCRETE TYPES:NON-SHRINK GROUT SHALL HAVE F'c = 7000 PSI, MIN.CONTINUOUSLY MOIST CURE CONCRETE SLABS-ON-GRADE FOR 7 DAYS MINIMUM. WATERMAY BE USED. CURING COMPOUNDS ARE NOT ACCEPTABLE.FOG SPRAYS, PONDING, SATURATED ABSORPTIVE COVERS, OR MOISTURE RETAINING COVERS 3.4.5.CLASSAB28 DAY F'c(PSI)TYPELOCATIONNORMAL WEIGHT2500SLABS ON GRADE, MISC.CURBS, PADS, ETC.NORMAL WEIGHT2500FOUNDATIONS, WALLSCONCRETE MIXES SHALL USE TYPE II CEMENT AND BE DESIGNED BY AN APPROVED LABORATORY6.AND BEAR THE STAMP OF A CO REGISTERED ENGINEER.3.4.ENGINEERED WD. PRODUCTS SUCH AS PRE-FABRICATED WD. I-JOISTS,STRUCTURAL GLUED-LAMINATED TIMBER, STRUCTURAL COMPOSITE LUMBERAND DESIGN TRUSSES SHALL NOT BE NOTCHED OR DRILLED EXCEPT WHEREPERMITTED BY THE MNFR'S RECOMMENDATIONS OR WHERE THE EFFECTS OFSUCH ALTERATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THEMEMBER BY A REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE.TREATED WOOD: PRESERVATIVE TREATED WOOD - AWPA STANDARD U1 AND MA.FOUNDATION SILLS SHALL BE PRESERVATIVE-TREATED WOOD.B.MOISTURE CONTENT OF PRESERVATIVE TREATED WD. SHALL BE 19% ORLESS BEFORE BEING COVERED WITH INSULATION, INTERIOR WALL FINISH,AND FLOOR COVERING MATERIALS.ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING.STRENGTH AXIS OF WOOD STRUCTURAL PANEL SHALL BE PERPENDICULARTO SUPPORTS. FLOOR DIAPHRAGMS SHALL BE T&G OR HAVE BLOCKEDPANEL EDGES. WOOD STRUCTURAL PANELS SHALL CONFORM TO IBC 2304.8.MACHINE DRIVEN NAILING: NAILHEADS THAT PENETRATE THE OUTER PLYMORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR IF THE MINIMUMALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED THE INSTALLATION ISUNSATISFACTORY. MACHINE NAILING IS NOT APPROVED IN 5/16" OR LESSSHEATHING. MECHANICALLY DRIVEN NAILS USED IN WD. STRUCTURAL PANELSHEAR WALLS SHALL MEET THE SAME DIMENSIONS AS THAT REQUIRED FORHAND DRIVEN NAILS, INCLUDING DIA., MIN LENGTH AND MIN. HEAD DIA.CLIPPED HEAD OR BOX NAILS ARE NOT ACCEPTABLE.IHOLDDOWN CONNECTOR BOLTS INTO WD. FRAMING REQUIRE APPROVED PL.WASHERS. HOLDOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THEWALL FRAMING.J.HOLDDOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TOFOUNDATION INSPECTION.C.PLATE WASHERS: AT SILL PLATES, USE 3"x3"x3/16" MINIMUM PLATE WASHERS.THE HOLE IN PLATE THE WASHER IS PERMITTED TO BE DIAGONALLYSLOTTED WITH A WIDTH OF UP TO 3/16" LARGER THAN THE BOLT DIA. AND ASLOT LENGTH NOT TO EXCEED 1-3/4", PROVIDED A STANDARD CUT WASHERIS PLACED BETWEEN THE PLATE WASHER AND THE NUT.FRAMING CLIPS, SHEET METAL STRAPS, ETC.: SIMPSON, UNIVERSAL, ORSILVER, WITH ICBO/LARR REPORTS. DESIGNATIONS ON DRAWINGS AREBASED ON SIMPSON CATALOGUE NUMBERS. INSTALL PER MANUFACTURERRECOMMENDATIONS AND LARR REQUIREMENTS.PANEL SHEATHING: AT FLOOR AND ROOF SHEATHING, USE RING SHANKNAILS. USE SMOOTH SHANK NAILS AT WALLS. GLUE FLOOR SHEATHING ATALL POINTS OF CONTACT.E.F.8.9.BLOCKING: INSTALL SOLID BLOCKING BETWEEN JOISTS AT ENDS AND OVERSUPPORTS. PROVIDE 2 INCH BY 3 INCH CROSS BRIDGING, METAL BRIDGING,OR SOLID BLOCKING BETWEEN JOISTS IN SPANS EQUALLY SPACED 8 FEETON CENTER MAXIMUM AND WHERE INDICATED.SHIMS: DO NOT USE WOOD SHINGLE SHIMS UNDER STUDS, JOISTS, BEAMS,OR POSTS.TYPICAL CONCRETE DETAILSS0.11MATERIALS AND WORKMANSHIP TO CONFORM WITH THE 2018INTERNATIONAL RESIDENTIAL CODE AND 2018 INTERNATIONAL EXISTINGBUILDING CODE WITH ADOPTED AMENDMENTS OF STATE OF COLORADO.ENGINEER WILL DETERMINE A NEW LOCATION. AND NEED NOT BE TESTED.9.ANCHORS DESIGNATED WITH AN ASTERISK (*) HAVE DESIGN LOADS LESS THEN 50 LBS.8.LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED WITH MECHANICAL ANCHORS. THEN RESUME INITIAL TESTING FREQUENCY.7.6.5.ANCHORS WILL BE PROOF-TESTED BY OWNER'S TESTING AND INSPECTION AGENCY.IF ANY ANCHOR FAILS TESTING, REPLACE ANCHOR AND TEST ADDITIONAL ANCHORS OFTHE SAME CATEGORY NOT PREVIOUSLY TESTED UNTIL TWENTY (20) CONSECUTIVE PASS,PROVIDE STAINLESS STEEL FASTENERS FOR EXTERIOR USE OR WHEN EXPOSED TO OTHERWISE NOTED.IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE 4.3.WEATHER. PROVIDE GALVANIZED CARBON STEEL ANCHORS AT OTHER LOCATIONS, UNLESS HOLE LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR DIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK GROUT. IF THE ANCHOR OR DOWEL MAY NOT BE SHIFTED AS NOTED ABOVE, THE (ICC #ESR1385, LARR 25577) OR SIMPSON WEDGE-ALL (ICC #ESR1396, LARR 24682).EXPANSION OR WEDGE ANCHORS INTO CONCRETE OR MASONRY: HILTI KB 31. POST-INSTALLED ANCHORSHILTI HY-150 (ICC #ESR1967, LARR 25652M), SIMPSON SET-XP (ICC #ESR2508, LARR 25744).2.ADHESIVE ANCHORS AND DOWELS INSTALLED IN CONCRETE OR GROUT FILLED CMU:DESIGN LOADS:1.DESIGN SELFWEIGHT LOADS ARE IN ACCORDANCE WITHSHOWN PHYSICAL STRUCTURE.A.RESIDENTIAL:DEAD LOAD = 15 PSFLIVE LOAD = 40 PSFB.ROOF:DEAD LOAD = 15 PSFROOF LIVE LOAD = 20 PSFC.SNOW:GROUND SNOW LOAD = 30 PSFROOF SNOW LOAD (UNBALANCED) = 30 PSFD.WIND:WIND SPEED (ULTIMATE) = 140 MPHEXPOSURE = BE.SEISMIC:RISK CATEGORIIZONE BSITE CLASSD-DEFAULTSS= 0.191S1 = 0.056SDs = 0.204STRUCTURAL STEEL.1.ADHESIVE ANCHORS SHALL BE HILTI "HVA ANCHORS", SIMPSON "SET EPOXY" OR ANAPPROVED EQUIVALENT.2.MISCELLANEOUS STEEL ROLLED SHAPES,EMBED PLATES AND ANGLES SHALL CONFORM TOASTM A36.3.HOLLOW STRUCTURAL SHAPES ARE TO CONFORM TO ASTM A500 GRADE B, MINIMUM YIELDPOINT IS 42 KSI FOR ROUND HSS AND 46 KSI FOR RECTANGULAR HSS.4.WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD D1. LATESTEDITION. ELECTRODES FOR SHOP AND FIELD WELDS SHALL CONFORM TO ASTM A233.5.ANCHOR BOLTS SHALL CONFIRM ASTM A36/A307/F1554 GR.36 (Fu=58-80 KSI).8-ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED ASSNUG-TIGHTENED JOINTS IN ACCORDANCE WITH THE SPECIFICATION FORSTRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, DECEMBER 31, 2009.PRE-TENSIONING METHODS, INCLUDING TURN-OF-NUT, CALIBRATED WRENCH,TWIST-OFF-TYPE TENSION-CONTROL BOLTS OR DIRECT-TENSION-INDICATORARE NOT REQUIRED. INSTALLATION INSPECTION REQUIREMENTS FOR SNUGTIGHT BOLTS (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.1) ISSUGGESTED.7.COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. COMPLY WITH THE LATESTEDITIONS OF THE FOLLOWING STANDARDS. WHEN IN CONFLICT, THE MORE STRINGENTREQUIREMENTS SHALL APPLY.A. ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"B. ACI 315, "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETESTRUCTURES".C. ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE".D. ACI 614, "RECOMMENDED PRACTICE FOR MEASURING, MIXING AND PLACING CONCRETE".1ST FLOOR FRAMING PLANS0.01 TYPICAL DETAILSSD1.1GENERAL NOTESSHEAR WALL DETAILS AND SCHEDULES0.12S2.00ROOF FRAMING PLANS3.00LOWER FLOOR SHEAR WALL PLANS4.00UPPER FLOOR SHEAR WALL PLANS5.00STEEL STRONG WALL DETAILSSD2.1
N.T.S.HOLES IN PLATES OF WALLS7N.T.S.HOLES AND NOTCHES IN BEAMS & JOISTS4N.T.S.HOLES AND NOTCHES IN STUD OR POSTS1N.T.S.JOIST HANGER CONNECTION2N.T.S.TOP PLATE SPLICE - WOOD FRAMING5N.T.S.ROOF AND FLOOR SHEATHING3N.T.S.SHEAR WALL INTERSECTION FRAMING6N.T.S.STUD WALL FRAMING12N.T.S.WOOD JOISTS BRIDGING10HNPANo.DescriptionDateSCALEDesigned byChecked byAS NOTED906 E STUART ST, FORT COLLINS,CO STRUCTURAL ENGINEER0ISSUED FOR REVIEW12.18.21ARCHITECTHNDrawn byCONTRACTORProject number21-20801ISSUED FOR PERMIT12.21.2112/21/2021S0.10TYPICAL FRAMING DETAILS
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N.T.S.BAR SPACING IN CONCRETE1dCONC f'c5000 PSITOP17OTHER13222833172226495563703743485478604000 PSICONC f'cTOP19OTHER15OTHER1737293125192433222822OTHER17TOP1922CONC f'c5000 PSI432936222833372531293643TOP3000 PSICONC f'c707962545461484262705548"a"8767"a"78819172634955637062547079637291817887101101CLASS A SPLICE/DEVELPMNT LENGTH (Ld)"b""db" "db" IS THE BAR DIA. "b" IS THE CLEAR SPACINGTOP24TOP28223000 PSICONC f'cOTHER483240564337294736SIZE#3BAR#6#4#5911028070105811189181937263113131101#9#10#7#8#11NOTES: WHERE: "a" IS THE CLEAR COVER1. ALL SPLICES SHALL BE CLASS B TENSION LAP SPLICES U.N.O.2. LENGTHS SHOWN ARE FOR GRADE 60 UNCOATED BARS.3. LENGTHS SHOWN ARE IN INCHES.4. INCREASE LENGTHS 30% FOR LIGHT WEIGHT CONCRETE AND AT FOUR BAR BUNDLES (WHERE 2 BARS LAP WITH 2 OTHER BARS) INDIVIDUAL BARS WITHIN A BUNDLE SHALL NOT OVERLAP.5. TOP BARS - HORIZONTAL BARS PLACED WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW THEM .OTHERCLASS B TENSION LAP SPLICE LENGTH (Ls)4000 PSICONC f'c6. INCREASE LENGTHS 50% WHERE a < dbOR WHERE b < db FOR BEAMS AND COLUMNSCONFORMANCE WITH CBC REQUIREMENTS.7. FOR #14 AND #18 BARS, USE MECHANICAL SPLICE INOR WHERE b < 2db FOR OTHER ELEMENTS.4db or 2 1/2" minBAR DTIE WIRE"D"1612db"db""D"6db FOR #3 THRU #512db FOR #6 THRU #8MIN. BEND DIA. (STIRRUPS & TIES)MIN BEND DIA. (PRINCIPAL REINF.)D = 10db FOR #14 & #18D = 8db FOR #9 THRU #11D = 6db FOR #3 THRU #8"db"4db or 2 1/2" minTIE WIRE"D"1612db"db""D"6db FOR #3 THRU #512db FOR #6 THRU #8MIN. BEND DIA. (STIRRUPS & TIES)MIN BEND DIA. (PRINCIPAL REINF.)D = 10db FOR #14 & #18D = 8db FOR #9 THRU #11D = 6db FOR #3 THRU #8"db"4" MIN OR
3" MIN OR#3 1 1/2"#4 2"#4 2"#5 2 1/2"#6 4 1/2"N.T.S.REINFORCING AT OPENING4N.T.S.TYPICAL REINFORCING DETAILS AND TENSION LAP SPLICE SCHEDULE61" = 1'-0"7SLAB ON GRADE (S.O.G.) DETAIL1" = 1'-0"10PIPE SLEEVE THRU STEM WALL FTG.VAPOR BARRIERPER ASTM E164598& ASTM E1745-97B/W SAND LAYERSREINF. PERPLAN, TYP.NOTES:.1.ALL NEW CONCRETE SHALL BEAR IN 90% COMPACTED FILL AND BEINSPECTED BY A LICENSED GEOTECHNICAL ENGINEER.FOR SUB-BASE UNDERSLAB SEE GEOTECHNICALREPORT.11PARALLEL TO JOISTSEEFOR BALANCEBPERPENDICULAR TO JOISTABN.T.S.SHEAR WALLCONNECTION AT ROOFROOF SHT'G. OVERROOF JOISTS/RAFTERS PER PLANDBL. PL W/2-16d @12"O.C.4x8 FLAT BLKG @24"O.C. MIN 4-16DNAILS TO (E) RF.JOISTS4x CONT. BLKG.MIN 4-16D NAILSTO RF. JOISTS(N) SHEAR WALL, SEENOTESB.N.NOTES:.1. SEE PLAN FOR SHEAR WALL TYPE, SEE SHEAR WALL DETAILS SHEET FOR OTHERINFORMATION.N.T.S.WALL REINF. AT CORNERS & INTERSECTIONS9HNPANo.DescriptionDateSCALEDesigned byChecked byAS NOTED906 E STUART ST, FORT COLLINS,CO STRUCTURAL ENGINEER0ISSUED FOR REVIEW12.18.21ARCHITECTHNDrawn byCONTRACTORProject number21-20801ISSUED FOR PERMIT12.21.2112/21/2021S0.11TYPICAL CONCRETE DETAILS
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12" MAX.N.T.S.TYPICAL SHEAR WALL ELEVATION3N.T.S.SHEAR WALL AND HOLDOWN SCHEDULE, DETAILS AND NOTES1N.T.S.TYPICAL SHEAR WALL SECTION2S0.12HNPANo.DescriptionDateSCALEDesigned byChecked byAS NOTED906 E STUART ST, FORT COLLINS,CO STRUCTURAL ENGINEER0ISSUED FOR REVIEW12.18.21ARCHITECTHNDrawn byCONTRACTORProject number21-20801ISSUED FOR PERMIT12.21.2112/21/2021SHEAR WALL DETAILS AND
SCHEDULE
PLANET SCALE
NOTES:1.ALL DIMENSIONS SHALL BE CHECKED BY THE CONTRACTOR AT JOB SITE AND VERIFIEDPRIOR CONSTRICTION.2.EXISTING FOUNDATION SHALL BE VERIFY BY THE CONTRACTORUPUPFOUNDATION PLAN1/4"=1'-0"1EXISTINGFOUNDATIONEXISTINGFOUNDATION5"5"8"
5"5"8"
5"5"8"
5"5"8"
1'-6"
1'-6"
1'-6"
1'-6"1'-6"5"5"8"1'-6"5"5"8"10" THICK FOOTINGW/ #4 @ 10" O.C.10" THICK FOOTINGW/ #4 @ 10" O.C.10" THICK FOOTINGW/ #4 @ 10" O.C.10" THICK FOOTINGW/ #4 @ 10" O.C.10" THICK FOOTINGW/ #4 @ 10" O.C.12'-0"10'-0"17'-11"10'-7"50'-6"26'-7"23'-3"51'-10"11'-0"12'-7"2'-7"10'-9"23'-7"13'-6"14'-9"
51'-10"
2'-0"50'-6"DRILL & EPOXY (3) #4BARS, EMBED 12"DRILL & EPOXY (3) #4BARS, EMBED 12"DRILL & EPOXY (3) #4BARS, EMBED 12"DRILL & EPOXY (3) #4BARS, EMBED 12"DRILL & EPOXY (3) #4BARS, EMBED 12"DRILL & EPOXY (3) #4BARS, EMBED 12"DRILL & EPOXY (3) #4BARS, EMBED 12"DRILL & EPOXY (3) #4BARS, EMBED 12"4" SOG W/ #4 BARS@ 16" O.C. E.W.4" SOG W/ #4 BARS@ 16" O.C. E.W.4" SOG W/ #4 BARS@ 16" O.C. E.W.1'-0"
1'-0"SD1.15SD1.16SD1.15SD1.15SD1.16SD1.15SD1.17SD1.18EXISTINGFOUNDATIONEXISTINGFOUNDATIONEXISTINGFOUNDATIONEXISTINGFOUNDATION(3) 2x46x6(3) 2x4(3) 2x4(3) 2x4(3) 2x4(3) 2x4(4) 2x4(3) 2x4(4) 2x4 6x6(3) 2x4(3) 2x4(3) 2x4(3) 2x4(3) 2x4(3) 2x4(3) 2x4(3) 2x4(4) 2x4(4) 2x410" THICK FOOTINGW/ #4 @ 10" O.C.DRILL & EPOXY (3) #4BARS, EMBED 12"4'-6"4'-6"4'-8"SD1.110SD1.19SD1.19SD1.19SD1.19SD1.19SD1.111SD1.111XX'-X"SHEAR WALLMARKLENGTH OF WALLTYPE OF WALLXXXHOLDDOWNSMBOLMANUFACTURED TRUSS NOTES (BY OTHERS):1.SUPPLEMENTAL PLAN CHECK AND PERMITREQUIRED FOR DEFERRED PRE-FABRICATEDROOF TRUSSES2.LIVE LOAD ROOF = 20 PSF3.DEAD LOAD ROOF = 15 PSF (WITHOUT SELF WT.OF TRUSSES)4.SNOW LOAD = 30 PSF.5.WIND UPLIFT LOAD = 20 PSFSHEET NOTES:1.WALL LAYOUT AND DIMENSIONS ARE PER THEARCHITECTURAL DRAWINGS.2.EXTERIOR AND INTERIOR BEARING WALLS WALLSSHALL BE 2X6 @ 16" O.C., MIN. INTERIOR PARTITIONWALLS SHALL BE 2X4 @ 16" O.C. PROVIDE FULLWIDTH BLOCKING AT 8'-0" O.C. VERTICALLY.3.PROVIDE FULL WIDTH BLOCKING AT MID-SPAN OFFLOOR JOISTS 8'-0" OR LONGER.4.SEE S0.10 FOR TYPICAL WOOD FRAMING DETAILS.5.SEE S0.11 FOR TYPICAL CONCRETE DETAILS.6.SEE S0.12 FOR SHEAR WALL DETAILS ANDSCHEDULE.7.FLOOR SHEATHING SHALL BE 3/4" STRUC 1 (MIN) ,STAGGERED7.1.10D NAILS @ 12" O.C. INTERMEDIATE FRAMING,10D NAILS @ 6" O.C. PANEL EDGES7.2.10D NAILS @ 6" O.C. DIAPHRAGM BOUNDARY7.3.USE RING SHANK NAILS AND GLUE AT ALLPOINTS OF CONTACT PER GENERAL NOTES7.4.BLOCKING IS NOT REQUIRED AT PANEL EDGES8.ROOF SHEATHING SHALL BE 5/8" STRUC 1 (MIN) ,STAGGERED8.1.10D NAILS @ 6" O.C. INTERMEDIATE FRAMING,10D NAILS @ 6" O.C. PANEL EDGES8.2.10D NAILS @ 6" O.C. DIAPHRAGM BOUNDARY8.3.9.3.BLOCKING IS NOT REQUIRED ATEDGES (SEE GENERAL NOTES FOR REQ'DBLKNG.)9.NAILING AT SISTERED OR DBL. FRAMING: (2) -16DNAILS AT 12" O.C., STAGGERED.10.SIMPSON CMST12 STRAP (LARR 25713): USE 86-10DNAILS (39" END LENGTH), OR 74-16D NAILS (33" ENDLENGTH), CONTRACTORS OPTION. INSTALL PERMNFR. RECOMMENDATIONS. PROVIDE 4X MIN.BLOCKING AS REQ'D.11.FOR HEADER SIZES NOT SHOWN, SEE SCHEDULEON TYPICAL FRAMING DETAILS SHEET.MARKSIZE & SPACINGBEAM SCHEDULEFJ-116" TJI 210 @ 16" O.C.HD-1(2)-2x6 D.F. NO.2HD-2(2)-2x8 D.F. NO.2HD-3(2)-1 3/4"x7 1/4" 2.0E LVLFB-1(2)-1 3/4"x16" 2.0E LVLFB-2FB-3(2)-2x12 D.F. NO.2(2)-2x8 D.F. NO.2HNPANo.DescriptionDateSCALEDesigned byChecked byAS NOTED906 E STUART ST, FORT COLLINS,CO STRUCTURAL ENGINEER0ISSUED FOR REVIEW12.18.21ARCHITECTHNDrawn byCONTRACTORProject number21-20801ISSUED FOR PERMIT12.21.2112/21/2021S1.00FOUNDATION PLAN
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UPUP1ST FLOOR FRAMING PLAN1/4"=1'-0"1FJ-1FJ-1FJ-1FJ-1(3) 2x46x6(3) 2x4(3) 2x4(3) 2x4HD-2 HD-2HD-3 HD-3 FB-1
FB-1(3) 2x4(3) 2x4HD-3(4) 2x4(3) 2x4HD-3 HD-3
(4) 2x4 6x6(3) 2x4FB-2FB-3HD-1HD-1FB-2FJ-1FJ-1FJ-1FJ-1(3) 2x4(3) 2x4(3) 2x4FB-1
FB-1 FB-1FB-1FB-1FB-1(3) 2x4W/ CCQ(3) 2x4FLOOR SHTG.PER NOTESSD1.12SD1.12SD1.13FB-1FB-1(3) 2x4W/ CCQ(3) 2x4W/ ECCQHDU2HDU2HDU2HDU2HDU2HDU2(4) 2x4W/ ECCQ(4) 2x4W/ ECCQALL POST TO BEAM AND BEAM TO POST SHALL BE CONNECT W/ PCZ/EPCZ UNO ON PLAN.THA422HANGERTHA422HANGERTHA422HANGERTHA422HANGERXX'-X"SHEAR WALLMARKLENGTH OF WALLTYPE OF WALLXXXHOLDDOWNSMBOLMANUFACTURED TRUSS NOTES (BY OTHERS):1.SUPPLEMENTAL PLAN CHECK AND PERMITREQUIRED FOR DEFERRED PRE-FABRICATEDROOF TRUSSES2.LIVE LOAD ROOF = 20 PSF3.DEAD LOAD ROOF = 15 PSF (WITHOUT SELF WT.OF TRUSSES)4.SNOW LOAD = 30 PSF.5.WIND UPLIFT LOAD = 20 PSFSHEET NOTES:1.WALL LAYOUT AND DIMENSIONS ARE PER THEARCHITECTURAL DRAWINGS.2.EXTERIOR AND INTERIOR BEARING WALLS WALLSSHALL BE 2X6 @ 16" O.C., MIN. INTERIOR PARTITIONWALLS SHALL BE 2X4 @ 16" O.C. PROVIDE FULLWIDTH BLOCKING AT 8'-0" O.C. VERTICALLY.3.PROVIDE FULL WIDTH BLOCKING AT MID-SPAN OFFLOOR JOISTS 8'-0" OR LONGER.4.SEE S0.10 FOR TYPICAL WOOD FRAMING DETAILS.5.SEE S0.11 FOR TYPICAL CONCRETE DETAILS.6.SEE S0.12 FOR SHEAR WALL DETAILS ANDSCHEDULE.7.FLOOR SHEATHING SHALL BE 3/4" STRUC 1 (MIN) ,STAGGERED7.1.10D NAILS @ 12" O.C. INTERMEDIATE FRAMING,10D NAILS @ 6" O.C. PANEL EDGES7.2.10D NAILS @ 6" O.C. DIAPHRAGM BOUNDARY7.3.USE RING SHANK NAILS AND GLUE AT ALLPOINTS OF CONTACT PER GENERAL NOTES7.4.BLOCKING IS NOT REQUIRED AT PANEL EDGES8.ROOF SHEATHING SHALL BE 5/8" STRUC 1 (MIN) ,STAGGERED8.1.10D NAILS @ 6" O.C. INTERMEDIATE FRAMING,10D NAILS @ 6" O.C. PANEL EDGES8.2.10D NAILS @ 6" O.C. DIAPHRAGM BOUNDARY8.3.9.3.BLOCKING IS NOT REQUIRED ATEDGES (SEE GENERAL NOTES FOR REQ'DBLKNG.)9.NAILING AT SISTERED OR DBL. FRAMING: (2) -16DNAILS AT 12" O.C., STAGGERED.10.SIMPSON CMST12 STRAP (LARR 25713): USE 86-10DNAILS (39" END LENGTH), OR 74-16D NAILS (33" ENDLENGTH), CONTRACTORS OPTION. INSTALL PERMNFR. RECOMMENDATIONS. PROVIDE 4X MIN.BLOCKING AS REQ'D.11.FOR HEADER SIZES NOT SHOWN, SEE SCHEDULEON TYPICAL FRAMING DETAILS SHEET.MARKSIZE & SPACINGBEAM SCHEDULEFJ-116" TJI 210 @ 16" O.C.HD-1(2)-2x6 D.F. NO.2HD-2(2)-2x8 D.F. NO.2HD-3(2)-1 3/4"x7 1/4" 2.0E LVLFB-1(2)-1 3/4"x16" 2.0E LVLFB-2FB-3(2)-2x12 D.F. NO.2(2)-2x8 D.F. NO.2HNPANo.DescriptionDateSCALEDesigned byChecked byAS NOTED906 E STUART ST, FORT COLLINS,CO STRUCTURAL ENGINEER0ISSUED FOR REVIEW12.18.21ARCHITECTHNDrawn byCONTRACTORProject number21-20801ISSUED FOR PERMIT12.21.2112/21/2021S2.001ST FLOOR FRAMING PLAN
PLANET SCALE
DNDNROOF FRAMING PLAN1/4"=1'-0"1ROOF TRUSSES PERMANUFACTURERROOF TRUSSES PERMANUFACTURERNON- LOADBEARING WALLNON- LOADBEARING WALLNON- LOADBEARING WALLHD-2 HD-2HD-1ROOFSHTG.PER NOTESSD1.11SD1.11XX'-X"SHEAR WALLMARKLENGTH OF WALLTYPE OF WALLXXXHOLDDOWNSMBOLMANUFACTURED TRUSS NOTES (BY OTHERS):1.SUPPLEMENTAL PLAN CHECK AND PERMITREQUIRED FOR DEFERRED PRE-FABRICATEDROOF TRUSSES2.LIVE LOAD ROOF = 20 PSF3.DEAD LOAD ROOF = 15 PSF (WITHOUT SELF WT.OF TRUSSES)4.SNOW LOAD = 30 PSF.5.WIND UPLIFT LOAD = 20 PSFSHEET NOTES:1.WALL LAYOUT AND DIMENSIONS ARE PER THEARCHITECTURAL DRAWINGS.2.EXTERIOR AND INTERIOR BEARING WALLS WALLSSHALL BE 2X6 @ 16" O.C., MIN. INTERIOR PARTITIONWALLS SHALL BE 2X4 @ 16" O.C. PROVIDE FULLWIDTH BLOCKING AT 8'-0" O.C. VERTICALLY.3.PROVIDE FULL WIDTH BLOCKING AT MID-SPAN OFFLOOR JOISTS 8'-0" OR LONGER.4.SEE S0.10 FOR TYPICAL WOOD FRAMING DETAILS.5.SEE S0.11 FOR TYPICAL CONCRETE DETAILS.6.SEE S0.12 FOR SHEAR WALL DETAILS ANDSCHEDULE.7.FLOOR SHEATHING SHALL BE 3/4" STRUC 1 (MIN) ,STAGGERED7.1.10D NAILS @ 12" O.C. INTERMEDIATE FRAMING,10D NAILS @ 6" O.C. PANEL EDGES7.2.10D NAILS @ 6" O.C. DIAPHRAGM BOUNDARY7.3.USE RING SHANK NAILS AND GLUE AT ALLPOINTS OF CONTACT PER GENERAL NOTES7.4.BLOCKING IS NOT REQUIRED AT PANEL EDGES8.ROOF SHEATHING SHALL BE 5/8" STRUC 1 (MIN) ,STAGGERED8.1.10D NAILS @ 6" O.C. INTERMEDIATE FRAMING,10D NAILS @ 6" O.C. PANEL EDGES8.2.10D NAILS @ 6" O.C. DIAPHRAGM BOUNDARY8.3.9.3.BLOCKING IS NOT REQUIRED ATEDGES (SEE GENERAL NOTES FOR REQ'DBLKNG.)9.NAILING AT SISTERED OR DBL. FRAMING: (2) -16DNAILS AT 12" O.C., STAGGERED.10.SIMPSON CMST12 STRAP (LARR 25713): USE 86-10DNAILS (39" END LENGTH), OR 74-16D NAILS (33" ENDLENGTH), CONTRACTORS OPTION. INSTALL PERMNFR. RECOMMENDATIONS. PROVIDE 4X MIN.BLOCKING AS REQ'D.11.FOR HEADER SIZES NOT SHOWN, SEE SCHEDULEON TYPICAL FRAMING DETAILS SHEET.MARKSIZE & SPACINGBEAM SCHEDULEFJ-116" TJI 210 @ 16" O.C.HD-1(2)-2x6 D.F. NO.2HD-2(2)-2x8 D.F. NO.2HD-3(2)-1 3/4"x7 1/4" 2.0E LVLFB-1(2)-1 3/4"x16" 2.0E LVLFB-2FB-3(2)-2x12 D.F. NO.2(2)-2x8 D.F. NO.2HNPANo.DescriptionDateSCALEDesigned byChecked byAS NOTED906 E STUART ST, FORT COLLINS,CO STRUCTURAL ENGINEER0ISSUED FOR REVIEW12.18.21ARCHITECTHNDrawn byCONTRACTORProject number21-20801ISSUED FOR PERMIT12.21.2112/21/2021S3.00ROOF FRAMING PLAN
PLANET SCALE
UPUPLOWER FLOOR SHEARWALL PLAN1/4"=1'-0"17'-11"24'-3"48'-8"
2SSW21 9'-4"415'-2"
2
13'-2"
2
11'-5"2 8'-3"2 HDU5HDU5HDU8HDU8HDU5HDU5HDU8HDU8HDU5HDU5HDU5HDU5HDU5HDU54'-4"4HDU11HDU11HDU8HDU8NOTES:FOR SHEAR WALLS COLLUMN AT EXISTING CONCRETE SEE DETAIL 4/SD1.1SSW21XX'-X"SHEAR WALLMARKLENGTH OF WALLTYPE OF WALLXXXHOLDDOWNSMBOLMANUFACTURED TRUSS NOTES (BY OTHERS):1.SUPPLEMENTAL PLAN CHECK AND PERMITREQUIRED FOR DEFERRED PRE-FABRICATEDROOF TRUSSES2.LIVE LOAD ROOF = 20 PSF3.DEAD LOAD ROOF = 15 PSF (WITHOUT SELF WT.OF TRUSSES)4.SNOW LOAD = 30 PSF.5.WIND UPLIFT LOAD = 20 PSFSHEET NOTES:1.WALL LAYOUT AND DIMENSIONS ARE PER THEARCHITECTURAL DRAWINGS.2.EXTERIOR AND INTERIOR BEARING WALLS WALLSSHALL BE 2X6 @ 16" O.C., MIN. INTERIOR PARTITIONWALLS SHALL BE 2X4 @ 16" O.C. PROVIDE FULLWIDTH BLOCKING AT 8'-0" O.C. VERTICALLY.3.PROVIDE FULL WIDTH BLOCKING AT MID-SPAN OFFLOOR JOISTS 8'-0" OR LONGER.4.SEE S0.10 FOR TYPICAL WOOD FRAMING DETAILS.5.SEE S0.11 FOR TYPICAL CONCRETE DETAILS.6.SEE S0.12 FOR SHEAR WALL DETAILS ANDSCHEDULE.7.FLOOR SHEATHING SHALL BE 3/4" STRUC 1 (MIN) ,STAGGERED7.1.10D NAILS @ 12" O.C. INTERMEDIATE FRAMING,10D NAILS @ 6" O.C. PANEL EDGES7.2.10D NAILS @ 6" O.C. DIAPHRAGM BOUNDARY7.3.USE RING SHANK NAILS AND GLUE AT ALLPOINTS OF CONTACT PER GENERAL NOTES7.4.BLOCKING IS NOT REQUIRED AT PANEL EDGES8.ROOF SHEATHING SHALL BE 5/8" STRUC 1 (MIN) ,STAGGERED8.1.10D NAILS @ 6" O.C. INTERMEDIATE FRAMING,10D NAILS @ 6" O.C. PANEL EDGES8.2.10D NAILS @ 6" O.C. DIAPHRAGM BOUNDARY8.3.9.3.BLOCKING IS NOT REQUIRED ATEDGES (SEE GENERAL NOTES FOR REQ'DBLKNG.)9.NAILING AT SISTERED OR DBL. FRAMING: (2) -16DNAILS AT 12" O.C., STAGGERED.10.SIMPSON CMST12 STRAP (LARR 25713): USE 86-10DNAILS (39" END LENGTH), OR 74-16D NAILS (33" ENDLENGTH), CONTRACTORS OPTION. INSTALL PERMNFR. RECOMMENDATIONS. PROVIDE 4X MIN.BLOCKING AS REQ'D.11.FOR HEADER SIZES NOT SHOWN, SEE SCHEDULEON TYPICAL FRAMING DETAILS SHEET.MARKSIZE & SPACINGBEAM SCHEDULEFJ-116" TJI 210 @ 16" O.C.HD-1(2)-2x6 D.F. NO.2HD-2(2)-2x8 D.F. NO.2HD-3(2)-1 3/4"x7 1/4" 2.0E LVLFB-1(2)-1 3/4"x16" 2.0E LVLFB-2FB-3(2)-2x12 D.F. NO.2(2)-2x8 D.F. NO.2HNPANo.DescriptionDateSCALEDesigned byChecked byAS NOTED906 E STUART ST, FORT COLLINS,CO STRUCTURAL ENGINEER0ISSUED FOR REVIEW12.18.21ARCHITECTHNDrawn byCONTRACTORProject number21-20801ISSUED FOR PERMIT12.21.2112/21/2021S4.00LOWER FLOOR SHEAR WALL PLAN
PLANET SCALE
MST48DNDNUPPER FLOOR SHEARWALL PLAN1/4"=1'-0"17'-7"213'-9"19'-2"28'-3"1
8'-8"
1
15'-2"
1
13'-2"
1
11'-5"1 7'-11"1MST48MSTC48B3MSTC48B3MST48MSTC48B3MST48MST48MST48MST48MST48MST48MST48MST48MST48MST48MSTC48B3MSTC48B3XX'-X"SHEAR WALLMARKLENGTH OF WALLTYPE OF WALLXXXHOLDDOWNSMBOLMANUFACTURED TRUSS NOTES (BY OTHERS):1.SUPPLEMENTAL PLAN CHECK AND PERMITREQUIRED FOR DEFERRED PRE-FABRICATEDROOF TRUSSES2.LIVE LOAD ROOF = 20 PSF3.DEAD LOAD ROOF = 15 PSF (WITHOUT SELF WT.OF TRUSSES)4.SNOW LOAD = 30 PSF.5.WIND UPLIFT LOAD = 20 PSFSHEET NOTES:1.WALL LAYOUT AND DIMENSIONS ARE PER THEARCHITECTURAL DRAWINGS.2.EXTERIOR AND INTERIOR BEARING WALLS WALLSSHALL BE 2X6 @ 16" O.C., MIN. INTERIOR PARTITIONWALLS SHALL BE 2X4 @ 16" O.C. PROVIDE FULLWIDTH BLOCKING AT 8'-0" O.C. VERTICALLY.3.PROVIDE FULL WIDTH BLOCKING AT MID-SPAN OFFLOOR JOISTS 8'-0" OR LONGER.4.SEE S0.10 FOR TYPICAL WOOD FRAMING DETAILS.5.SEE S0.11 FOR TYPICAL CONCRETE DETAILS.6.SEE S0.12 FOR SHEAR WALL DETAILS ANDSCHEDULE.7.FLOOR SHEATHING SHALL BE 3/4" STRUC 1 (MIN) ,STAGGERED7.1.10D NAILS @ 12" O.C. INTERMEDIATE FRAMING,10D NAILS @ 6" O.C. PANEL EDGES7.2.10D NAILS @ 6" O.C. DIAPHRAGM BOUNDARY7.3.USE RING SHANK NAILS AND GLUE AT ALLPOINTS OF CONTACT PER GENERAL NOTES7.4.BLOCKING IS NOT REQUIRED AT PANEL EDGES8.ROOF SHEATHING SHALL BE 5/8" STRUC 1 (MIN) ,STAGGERED8.1.10D NAILS @ 6" O.C. INTERMEDIATE FRAMING,10D NAILS @ 6" O.C. PANEL EDGES8.2.10D NAILS @ 6" O.C. DIAPHRAGM BOUNDARY8.3.9.3.BLOCKING IS NOT REQUIRED ATEDGES (SEE GENERAL NOTES FOR REQ'DBLKNG.)9.NAILING AT SISTERED OR DBL. FRAMING: (2) -16DNAILS AT 12" O.C., STAGGERED.10.SIMPSON CMST12 STRAP (LARR 25713): USE 86-10DNAILS (39" END LENGTH), OR 74-16D NAILS (33" ENDLENGTH), CONTRACTORS OPTION. INSTALL PERMNFR. RECOMMENDATIONS. PROVIDE 4X MIN.BLOCKING AS REQ'D.11.FOR HEADER SIZES NOT SHOWN, SEE SCHEDULEON TYPICAL FRAMING DETAILS SHEET.MARKSIZE & SPACINGBEAM SCHEDULEFJ-116" TJI 210 @ 16" O.C.HD-1(2)-2x6 D.F. NO.2HD-2(2)-2x8 D.F. NO.2HD-3(2)-1 3/4"x7 1/4" 2.0E LVLFB-1(2)-1 3/4"x16" 2.0E LVLFB-2FB-3(2)-2x12 D.F. NO.2(2)-2x8 D.F. NO.2HNPANo.DescriptionDateSCALEDesigned byChecked byAS NOTED906 E STUART ST, FORT COLLINS,CO STRUCTURAL ENGINEER0ISSUED FOR REVIEW12.18.21ARCHITECTHNDrawn byCONTRACTORProject number21-20801ISSUED FOR PERMIT12.21.2112/21/2021S5.00UPPER FLOOR SHEAR WALL PLAN
PLANET SCALE
BEAM AT STAIRPERIMETER PER PLANJOIST PERPLAN WHEREOCCURSIMPSON HU HANGER NOTCHSTRINGER TO SEAT.1" PLYWOODSTAIR STRINGER(2)2x12 @24" O.C.STAIR STRINGER & BEAM DETAIL3N.T.S.(E) CONCRETE OR BRICK WALL#4 ASTM A615 STEEL BARW/ SIMPSON AT-XPHOLDOWN HDU4(N) POST EACH SIDEOF (N) SHEAR WALL FROM(E) CONCRETE/BRICK WALL TO ROOF"10" MIN
PER SCHEDULE4N.T.S. INTO EXISTING CONCRETE OR BRICK WALLTYPICAL HOLD-DOWN ANCHOR BAR (E) SILL PLATEPLYWOOD SHEATHINGSEE PLANJOIST PER PLANSIMPSON HANGERBOUNDARY NAILINGBEAM SEE PLAN2N.T.S.FLOOR JOIST TO BEAM CONNECTIONSTAIR STRINGERP.T. SILL PLATE w/ 1/2" DIA.A.B @ 24" O.C., EMBED 8"SIMPSON A35 E.S.OF STAIR STRINGERSDECKING PER ARCH.EXISTINGGRADE(3) #4STAIR STRINGER & FTG. DETAIL812"S.O.G(2) #4N.T.S.12" U.N.O1N.T.S.TRUSS TO STUD WALL CONNECTIONROOF TRUSS PER MANUFACTURERB.N.2x FASCIA PER ARCHROOF SHEATHING PER PLAN3x BLKGSHEAR PANEL WHEREOCCURS PER PLANSIMPSON LTP4/A35 PER SHEARWALL SCHEDULEB.N.SIMPSON A35 @ 24" O.C.SIMPSON H2.5 ONEACH RAFTERNOTCH TOSEATFLUSHBEAM/HEADERPER PLANTRUSS BOTTOMCHORDH2.5A INSTALLEDON EACH STUDNOTES:.1.SEE TYPICAL DETAILS FOR FRAMING AND SILL PLATE ANCHOR INFORMATION.2.SEE SHEAR WALL DETAILS FOR FRAMING AT SHEAR WALLS.3.ALL NEW CONCRETE SHALL BEAR IN NATIVE SOIL COMPETENT FOR WEIGHT BEARING. NOTIFYSTRUCTURAL ENGINEER IF CONDITION CANNOT BE CONFIRMED4.SLOPE GRADE AWAY FROM BLDG. PER ARCHITECTURAL PLANS5.CONTRACTOR TO SELECT THE OPT.1 OR OPT.2 WITH CONSULTANT TO THE ARCHITECT ANDSITE CONDITION.PERPLANPERPLANPER PLANPERPLANPER PLAN
3'-6"(E) SLAB ONGROUNDCOMPACTED SUBGRADE PERGEOTECHNICAL ENGINEER#4 @ 18" O.C. W/ STD. HOOK INFTG.REINF. PER PLAN1'-6"(2) #5 BARSSTEM WALL FOOTING6N.T.S.NOTES:.1.SEE TYPICAL DETAILS FOR FRAMING AND SILL PLATE ANCHOR INFORMATION.2.SEE SHEAR WALL DETAILS FOR FRAMING AT SHEAR WALLS.3.ALL NEW CONCRETE SHALL BEAR IN NATIVE SOIL COMPETENT FOR WEIGHT BEARING. NOTIFYSTRUCTURAL ENGINEER IF CONDITION CANNOT BE CONFIRMED4.SLOPE GRADE AWAY FROM BLDG. PER ARCHITECTURAL PLANS5.CONTRACTOR TO SELECT THE OPT.1 OR OPT.2 WITH CONSULTANT TO THE ARCHITECT ANDSITE CONDITION.PERPLANPERPLANPER PLANPERPLANPER PLAN
3'-6"REINF. SLAB ONGRADE PER PLANCOMPACTED SUBGRADE PERGEOTECHNICAL ENGINEER#4 @ 18" O.C. W/ STD. HOOK INFTG.REINF. PER PLAN#4 @ 18" O.C. BENT BARS1'-6"1'-6"(2) #5 BARSSTEM WALL FOOTING5N.T.S.#4@18" O.C. WITH 6"MIN.EMBEDMENTW/ SIMOPSON AT-XPSTAIR STRINGERP.T. SILL PLATE w/ 1/2" DIA.A.B @ 24" O.C., EMBED 8"SIMPSON A35 E.S.OF STAIR STRINGERSDECKING PER ARCH.EXISTINGGRADE(3) #4STAIR STRINGER & FTG. DETAIL INTO (E) SLAB712"S.O.G(2) #4N.T.S.12" U.N.O#4@12" O.C. WITH 6"MIN. EMBEDMENTAND 8" EXTENSIONW/ SIMOPSON AT-XPNEW STUD WALL ON EXISTING FOOTING9N.T.S.SILL NAIL, SEEGEN. NOTESE.N. PER SHEARWALL SCHEDULE5/8"Ø A. BOLT @ 32" O.C.W/ SIMPSON AT-XP(E) FOUNDATION(E) SLAB ON GROUND18"6"#3@16" O.C.#4@12" O.C. WITH 6"MIN. EMBEDMENTAND 8" EXTENSIONW/ SIMOPSON AT-XP24"10 MIL V.B.(2)#5 TOP AND BOTTOMGARAGE BEAM DETAIL10N.T.S.11N.T.S.SILL NAIL, SEEGEN. NOTESE.N. PER SHEARWALL SCHEDULE5/8"Ø A. BOLT @ 32" O.C.W/ SIMPSON AT-XP(E) GRADE BEAM(E) SLAB ON GROUNDNEW STUD WALL ON EXISTING GRADE BEAM(E) SLAB ON GROUNDHNPANo.DescriptionDateSCALEDesigned byChecked byAS NOTED906 E STUART ST, FORT COLLINS,CO STRUCTURAL ENGINEER0ISSUED FOR REVIEW12.18.21ARCHITECTHNDrawn byCONTRACTORProject number21-20801ISSUED FOR PERMIT12.21.2112/21/2021SD1.1TYPICAL DETAILS
PLANET SCALE
1ONE STORY SSW DETAILN.T.S.ADDITIONAL 1-1/8" DIAMETER HOLES MAY BE DRILLED THRU WOOD STUDS AT ANY HOLELOCATION MATCHING ANOBROUND HOLE IN PRE-ATTACHEDWOOD STUDS1/4" HOLES TO ATTACHOPTIONAL BLOCKING ORFRAMINGHOLES PREDRILLED INSTUDS FOR WIRING.PREFABRICATED HOLES IN STEELPANEL. (VARY WITH EACH MODEL)ADDITIONAL CUTTING OF STEELWALL OR ENLARGING OF EXISTINGHOLES NOT PERMITTED.STEEL PANELELECTRICAL BUSHINGSAT ALL ROUND MECHANICAL HOLES.OPTIONAL PILOT HOLETOP PLATEATTACH TOP OF WALL TO TOPPLATES WITH SDS ¼" x 3½"SCREWS (PROVIDED)78" MAXIMUM WOOD SHIMWITH SDS 14" x 312" SCREWS.FOR SHIMS GREATERTHAN 78"RIM JOIST, BEAM,OR BLOCKINGIF APPLICABLESTEEL PANEL FLANGE.AASEE ANCHORING DETAIL(2) #4#4 @ 10" O.C.(5) #4 CLOSEDTIES5'-0" MIN.3"SSWHSR1x3KT12 14"SSWHSR1x3KT(2) #4 CONT.(2) #4#4 @ 10" O.C.(2) #4 CONT.(5) #4 CLOSEDTIES2SECTION A-AN.T.S.3SSW ANCHORING DETAILN.T.S.STEEL STRONG WALL DETAIL
HNPANo.DescriptionDateSCALEDesigned byChecked byAS NOTED906 E STUART ST, FORT COLLINS,CO STRUCTURAL ENGINEER0ISSUED FOR REVIEW12.18.21ARCHITECTHNDrawn byCONTRACTORProject number21-20801ISSUED FOR PERMIT12.21.2112/21/2021SD2.1PLANET SCALE
MECHANICAL LEGEND
HVAC TESTING AND BALANCING REQUIREMENTS:
MECHANICAL GENERAL NOTES AND SPECIFICATIONS
”
ABBREVIATIONS
FAN COIL AND CONDENSER UNIT SCHEDULE
PLAN MAR0 MFR MODEL SERVICE CFM HP ESP
(IN)
DX COOLING H>DRONIC HEATING ELECTRICAL DATA
CU PLAN
MAR0 MFR MODEL
ELECTRICAL DATA
WEIGHT
LBS REMAR0STC MBH SC MBH REF MBH GPM PRESSURE DROP
(IN W.C.)VOLT PH MOCP VOLT PH MCA MOCP
FCUª1 FIRST COMPAN>31CDX6XBªC R410 TXVUNIT A 1000 10.4 30 30 R410A 2.3 2.4.3 120 1 1CUª1 CARRIER CA13NA030BNG 208 1 1.214 1 ª
FCUª2 FIRST COMPAN>31CDX6XBªC R410 TXVUNIT B 1000 10.4 30 30 R410A 2.3 2.4.3 120 1 1CUª2 CARRIER CA13NA030BNG 208 1 11.8 20 14 1 ª
FCUª3 FIRST COMPAN>31CDX6XBªC R410 TXVUNIT C 1000 10.4 30 30 R410A 2.3 2.4.3 120 1 1CUª3 CARRIER CA13NA030BNG 208 1 11.8 20 14 1 ª
FCUª4 FIRST COMPAN>31CDX6XBªC R410 TXVUNIT D 1000 10.4 30 30 R410A 2.3 2.4.3 120 1 1CUª4 CARRIER CA13NA030BNG 208 1.220 14 1 ª
1. PROVIDE W CONDENSATE OVERFLOW 0ILL SWITCH.
2. CAPACIT> BASED ON F OADB 80F EADB F EAWB.
3. HORI?ONTAL FAN COIL UNIT WITH FULL INSULATED CABINET EVAPORATOR COIL IA6 LOUVERED ACCESS DOOR H>DRONIC HEATING COIL AND PUMP.
4. ROUTE CONDENSATE PIPING TO LAV TAILPIECE.
. PROVIDE ªDA> PROGRAMMABLE THERMOSTAT.
. REFRIGERANT PIPING TO BE SI?ED PER MANUFACTURERS RECOMMENDATIONS.
. PROVIDE HAIL GUARD ON CONDENSING UNIT.
8. PROVIDE CRAN0CASE HEATER.
. E6UIPMENT SHALL MEET ENERG> STAR RATING.
AIR DEVICE SCHEDULE
PLAN
MAR0 ST>LE MATERIAL FIN FACE
PATT.DAMPER NC MAX SI?E REMAR0S
SGª1 10 STL WHT LF OBD 2NOTED 1
1. REFERS TO PRICE
EXHAUST FAN SCHEDULE
PLAN
MAR0 MFR MODEL LOCATION ST>LE CFM ESP (IN)SONES WEIGHT
LBS SPD ELECTRICAL DATA REMAR0SVOLTPHHPAMPS
EFª1 ACME V60100 TOILET CEILING 80 0.3 1.8 23 1 111 ª1.1 1 ª 3
1. SELECTION BASED ON 010 FT ELEVATION
2. PROVIDE RD DUCT TO WEATHER PROOF ROOF CAP AND BAC0DRAFT DAMPER.
3. PROVIDE SCR CONTROLLER.
CODES & DESIGN CRITERIA
/URISDICTION FORT COLLINS CO
MECHANICAL CODE IMC 2018
ENERG> CODE IECC 2018
WINTER DESIGN DB ª3 F
SUMMER DESIGN TEMP DB WB 3 0 F
DB DESIGN FOR AIR COOLED E6UIP100
ELEVATION 010 FT
MECHANICAL SHEET LIST
SHEET #SHEET TITLE
M0.1 MECHANICAL SPEC SCHEDULE & LEGEND
M1.0 FIRST FLOOR MECHANICAL PLAN
M2.0 SECOND FLOOR MECHANICAL PLAN
M3.0 MECHANICAL DETAILS
M4.0 MECHANICAL COM CHEC0
M4.1 MECHANICAL LOAD CALCULATIONS
VENTILATION SCHEDULE (2018 IMC)
S>STEM ROOM ?ONE FLOOR AREA
(S6FT) A_
CEILING HEIGHT
(FT)
TOTAL VOLUME
(CUFT)
MINIMUMUM AIR
CHANGES PER HOUR
RF
TOTAL PEOPLE
RE6UIRED ?ONE
OUTDOOR AIRFLOW
(CFM)
UNIT A
0ITCHEN HOOD LIVING AREA 300 2 00 0.32 32
EXHAUST 0ITCHENOPEN AREA 2 1 243 0.31 14
TOTAL OUTSIDE AIR PROVIDED (MIN.)0
UNIT B
0ITCHEN HOOD LIVING AREA 28 2 4 0.33 4
EXHAUST 0ITCHENOPEN AREA 140 120 0.31
TOTAL OUTSIDE AIR PROVIDED (MIN.)0
UNIT C
0ITCHEN HOOD LIVING AREA 303 2 2 0.33 48
EXHAUST 0ITCHENOPEN AREA 18 1422 0.31 8
TOTAL OUTSIDE AIR PROVIDED (MIN.)0
UNIT D
0ITCHEN HOOD LIVING AREA 480 4320 0.32 0
EXHAUST 0ITCHENOPEN AREA 18 112 0.31
TOTAL OUTSIDE AIR PROVIDED (MIN.)0
BASED ON TABLE 403.3.1.1 MIN. 1 CFM PER PERSON.
ELECTRIC HEATER SCHEDULE
PLAN
MAR0 MFR MODEL ST>LE CFM CONTROL ELECTRICAL DATA REMAR0SVOLTSPHAMPSWATTS
CUHª1 6MAR0 AWH310F RECESSED WALL 100 INTEGRAL TSTAT120 1 12.100
EXCELLENCE IN ENGINEERING
LLC
1/25/22
EXCELLENCE IN ENGINEERING
LLC
1/25/22
M
FIRST FLOOR MECHANICAL PLAN
EXCELLENCE IN ENGINEERING
LLC
1/25/22
M
SECOND FLOOR MECHANICAL PLAN
CEILING EXHAUST FAN DETAIL
CONDENSING UNIT INSTALLATION DETAIL
DUCT TAKE-OFF DETAIL
EXCELLENCE IN ENGINEERING
LLC
1/25/22
EXCELLENCE IN ENGINEERING
LLC
1/25/22
EXCELLENCE IN ENGINEERING
LLC
1/25/22
MISC
VALVES FIXTURES
PLUMBING LEGEND
GENERAL NOTES
ABBREVIATIONSPLUMBING GENERAL NOTES AND SPECIFICATIONS
·
·
·
·
PIPE INSULATION (TABLE C403.11.3 2018 IECC)
MINIMUM PIPE INSULATION THIC0NESS (NS NSHMJX) F H
FLUID OPERATING
TEMPERATURE RANGE
AND USAGE (kF)
INSULATION
CONDUCTIVIT>NOMINAL PIPE OR TUBE SI?E (NSHMJX)
CONDUCTIVIT> BYZ ā
NS.(M ā KY² · kF)G
MEAN RATING
TEMPERATURE kF!1 1 YT !1ª121ª12 YT ! 44 YT ! 8 # 8
# 30 0.32 ª 0.34 20 4..0 .0 .0 .0
21 ª 30 0.2 ª 0.32 200 3.0 4.0 4.4.4.
201 ª 20 0.2 ª 0.30 10 2.2.2.3.0 3.0
141 ª 200 0.2 ª 0.2 121.1.2.0 2.0 2.0
10 ª 140 0.21 ª 0.28 100 1.0 1.0 1.1.1.
40 ª 0 0.21 ª 0.2 0.0.1.0 1.0 1.0
! 40 0.20 ª 0.20 0.1.0 1.0 1.0 1.
FTW SI 1 NSHM " 2.4 RR kC " @(kFD ª 32B1.8.
F. FTW UNUNSL XRFQQJW YMFS 1ª12 FSI QTHFYJI NS UFWYNYNTSX \NYMNS HTSINYNTSJI XUFHJX WJIZHYNTS TK YMJXJ YMNHPSJXXJX G^ 1 XMFQQ GJ UJWRNYYJI (GJKTWJ
YMNHPSJXX FIOZXYRJSY WJVZNWJI NS KTTYSTYJ G) GZY STY YT F YMNHPSJXX QJXX YMFS 1 NSHM.
G. FTW NSXZQFYNTS TZYXNIJ YMJ XYFYJI HTSIZHYN[NY^ WFSLJ YMJ RNSNRZR YMNHPSJXX (T) XMFQQ GJ IJYJWRNSJI FX KTQQT\X
T " W(1 YW)0P ª 1
\MJWJ
T " RNSNRZR NSXZQFYNTS YMNHPSJXX
W " FHYZFQ TZYXNIJ WFINZX TK UNUJ.
Y " NSXZQFYNTS YMNHPSJXX QNXYJI NS YMJ YFGQJ KTW FUUQNHFGQJ KQZNI YJRUJWFYZWJ FSI UNUJ XN_J.
0 " HTSIZHYN[NY^ TK FQYJWSFYJ RFYJWNFQ FY RJFS WFYNSL YJRUJWFYZWJ NSINHFYJI KTW YMJ FUUQNHFGQJ KQZNI YJRUJWFYZWJ (BYZ ā NSM ā KY² · kF) FSI
P " YMJ ZUUJW [FQZJ TK YMJ HTSIZHYN[NY^ WFSLJ QNXYJI NS YMJ YFGQJ KTW YMJ FUUQNHFGQJ KQZNI YJRUJWFYZWJ.
H. FTW INWJHY GZWNJI MJFYNSL FSI MTY \FYJW X^XYJR UNUNSL WJIZHYNTS TK YMJXJ YMNHPSJXX G^ 1ª12 (38RR) XMFQQ GJ UJWRNYYJI (GJKTWJ YMNHPSJXX FIOZXYRJSY
WJVZNWJI NS KTTYSTYJ G GZY STY YT YMNHPSJXXJX QJXX YMFS 1 NSHM (2 RR).
GAS WATER HEATER SCHEDULE
PLAN MAR0MANUFACTURER MODEL TAN0
GALLONS
THERMAL
EFFICIENC>ELEVATIONFUEL INPUT
MBH
GPH
RISE
CAFLUE
SI?E (IN)RISE (F)ELECTRICAL REMAR0SVOLTSPHASE
GWHª1 STATE GP 0 >TVIT 0 0. 4 010 NG 33 0 120 1 1ª3
1. PROVIDE 2 12 DRAIN PAN AND ROUTE 1 14 DRAIN LINE TO FLOOR DRAIN.
2. PROVIDE CONDENSATE NEUTRALI?ATION 0IT.
3. PROVIDE FACTOR> SIDEWALL CONCENTRIC TERMINATION. CAFLUE LENGTH 0
MAX EACH DEVELOPED LENGTH.
CODES & DESIGN CRITERIA
/URISDICTION FORT COLLINS CO
PLUMBING CODE IPC 2018
ELEVATION 010
PLUMBING SHEET LIST
SHEET #SHEET TITLE
P0.1 PLUMBING SPEC SCHEDULE & LEGEND
P1.0 UNDERGROUND WASTE PLUMBING PLAN
P1.1 FIRST FLOOR WASTE PLUMBING PLAN
P1.2 FIRST FLOOR PLUMBING PLAN
P2.0 SECOND FLOOR PLUMBING PLAN
P2.0 PLUMBING DETAILS
P3.0 PLUMBING ISOMETRICS
PLUMBING FIXTURE SCHEDULE
TAG ADA DESCRIPTION CONNECTIONS FIXTURE
DCW DHW WASTE VENT MANUFACTURER MODEL NAME MODEL #FLOW RATE DIMENSIONS MOUNTING RIM HEIGHT FINISH MISC.REMAR0S
WCª1 >ES WATER CLOSETªTAN0 1232AMER. STND.CADET PRO 21AA.104 1.28 GPF 12 R.I.2ª18 TRAP FLOOR 1ª12VITREOUS CHINA ELONGATED 1.00000
LAVª1 >ES OVAL 1ª122AMER. STND.A6UAL>NN 04 .028 21X1 COUNTER MOUNT VITREOUS CHINA FRONT OVERFLOW 4 CENTERSPS TP
>ES FAUCET 1212MOEN CHATEAU L421 0. GPM DEC0 MOUNT 4 CENTERS POLISHED CHROME
WCª2 >ES WATER CLOSETªTAN0 1232AMER. STND.CADET PRO 211CA.104 1.28 GPF 12 R.I.2ª18 TRAP FLOOR 1VITREOUS CHINA ELONGATED
OPEN FRONT LESS COVER BEEMIS HEAV> DUT>1 SSCT ELONGATED TOILET PLASTIC STAINLESS HINGES
LAVª2 >ES WALL HUNG 1ª122AMER. STND.DECL>N 0321.0218ª12X1 WALL HANGER31 TO 34 TO RIM VITREOUS CHINA REAR OVERFLOW 4 CENTERS1 WB
>ES FAUCET 1212MOEN CHATEAU L421 0. GPM DEC0 MOUNT 4 CENTERS POLISHED CHROME GS
S0ª1 >ES 0ITCHEN SIN0 22EL0A>LUSTERTONE LRAD3322 33]22].COUNTER 18 GUAGE STAINLESS 2ªCOMP 8 CENTERS BS
FAUCET 1212MOEN INTEGRA 31L (3 HOLE)2.2 GPM ª8 SPOUT DEC0 POLISHED CHROME PULL OUT SPOUT
DISPOSER 2INªSIN0ªERRATOR BADGER SE FLANGE 12 HP 12V SINGLE PH.
BTª1 NO TUBSHOWER COMBO 121222PRAXIS A6UARIUS G004TS 2.1 GPM 8]32] 3
1 ª12FLANGE 3GELCOAT NO MUD SET SUPPORT RE6
SHª2 >ES ADA SHOWER ONL>121222PRAXIS A6UARIUS G3 BF 2.1 GPM 3 X3 X .FLANGE 8GELCOAT W ADA SEAT AND GRAB BARS
WBª1 WASHER WALL BOX 121222SIOUX CHEF OX BOX ª2313XFª12 11ª12 ] ª14WALL ABS W WATER ARRESTOR AND
VALVE
FSª1 FLOOR SIN0 42ª3?URN SANIªFLOR FD23 12 S6UARE FLOOR 14CASTPORCELIN DS
FDª1 FLOOR DRAIN 2ª4?URN FD2211 ª1 FACE FLOOR NIC0EL BRON?E HEAD PVC OR ABS BOD>HEEL PROOF TP
ALTERNATE MFG AMERICAN STANDARD CRANE DELTA EL0A> HAWS HALSE> TA>LOR /.R.SMITH 0OHLER LASCO MOEN SIOUX CHIEF STING RA> S>MMONS TOTO WADE ?URN.
BSªBAS0ET STRAINER PSªPOP UP STRAINER WBªWALL BRAC0ETGENERAL NOTES
ECªENAMEL COATING SSªSTAINLESS STEEL Wª WALL RE6.1. ALL PUBLIC SIN0S TO HAVE OPEN GRID STRAINERS. PUBLIC WATER CLOSETS TO HAVE OPEN FRONT SEATS
GSªGRID STRAINER TPªASSE 1018 OR 1044 TRAP PRIMER 2. ALL NONªPUBLIC SIN0S TO HAVE POPªUP STRAINERS. NONªPUBLIC WATER CLOSETS TO HAVE RESIDENTIAL T>PE SEAT AND LID.
3. ALL FIXTURES TO BE PROVIDED W FLEXIBLE WATER LINES 14 TURN ANGLE STOPS (INCLUDING DISHWASHER CONNECTIONS) TRAP WRAP ESCUTCHEON PLATES AS RE6UIRED PER FIXTURE INSTALL
AND CODE.
4. ALL INSTALLATIONS SHALL COMPL> WITH MANUFACTURER
S INSTRUCTIONS AND STATE AND LOCAL CODES.
. PROVIDE BAC0FLOW PROTECTION ON FIXTURES AS RE6UIRED PER LOCAL CODE.
. TRIP LEVERS SHAL BE TO WIDEOPEN SIDE OF TOILET.
. 120V1UM.ª FLA 3 0 WATTS
EXCELLENCE IN ENGINEERING
LLC
1/25/22
EXCELLENCE IN ENGINEERING
LLC
1/25/22
P
UNDERGROUND WASTE PLUMBING PLAN
EXCELLENCE IN ENGINEERING
LLC
1/25/22
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FIRST FLOOR WASTE PLUMBING PLAN
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EXCELLENCE IN ENGINEERING
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FIRST FLOOR DOMESTIC PLUMBING PLAN
EXCELLENCE IN ENGINEERING
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1/25/22
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SECOND FLOOR PLUMBING PLAN
SINK WITH DISHWASHER STANDPIPE DETAIL
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GAS WATER HEATER DETAIL
CLEANOUT DETAILS
EXCELLENCE IN ENGINEERING
LLC
1/25/22
SURFACE MOUNTED LIGHT FIXTURE