HomeMy WebLinkAboutW. 44th Avenue & Youngfield StreetCity of Wheat Ridge
.0 Commercial Miscellan PERMIT - 093723
PERMIT NO: 093723 rISSUED 10/30/2009
JOB ADDRESS:` 44th Ave and Youngfield St EXPIRES: 04/28/2010
DESCRIPTION:: Install boardwalk at Bass Lake
CONTACTS
owner 303/231-1308 City of Wheat Ridge
sub 303/762-7210 Rebecca Davidson 06-0212 IBEC Construction Company
**`:PARCEL INFO
ZONE 2CODE: Al USE: UA
SUBDIVISION:. UA !BLOCK/LOT#: 0/
FEE SUMMARY ESTIMATED PROJECT VALUATION: 144,000.00
FEES
No Fees .00
Total Valuation .00
TOTAL .00
Conditions:
AT: :Approved. A 1/A2:
KC:.Approved .'per plans and notes onplans.Subject -to field inspection. Must
comply with 2003 IBC and all applicable City of Wheat Ridge Municipal Codes.
I hereby certify. that the setback distances proposed by this permit application are accurate, and do not violate applicable
ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all
measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this
application and that I assume full responsibility for compliance with the Wheat Ridge Building Code `(I.B.C) and all other.`.
applicable Wheat Ridge Ordinances, for work under this permit. Plans 'subject to field inspection.
a ~ -cam ~,s ~ ~or~S x is 'r) i 1 , 'J-
:Signature ofcontractor/owner date
L This permit was issued in accordance with the provisions set forth in your application and is subject to the '.laws of the
state of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable
:ordinances of the city.
This permit shall expire. 180 days from the issue date. Requests for an extension must be received. prior to expiration
date. M extension maybe granted: at the discretion of the Building Official:.
t. If this permit expires, :.a new permit may be acquired for a fee of one-half the amount normally required, provided no
changes have been or will be made in the original plans and specifications and any suspension or abandonment has not
exceeded one '.(1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall
be paid for anew permit.
~oF""E9ppo City of Wheat Ridge Building Division
m 7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
°O<oRro° Inspection Line: 303-234-5933
Property Address:
Property Owner (p/ease print):
Mailing Address: (if different than property address)
Date: (t(lWY/7
Plan V 01-0,-2~ ,
Permit#:
Phone: Oca -z~3 ) -
Address: -125M\ $ a~--\T\ AT,,,
City, State, Zip: \-xJ\V-,YP~z \'.z,)g~g C® 3C0--O>
Contractor:
Contractor License Phone: '-7(t,2, 7 Z le). 3.63-S-1
Sub Contractors;
Electrical City License A
Company:
Plumbing City License JJ A Mechanical City License )J )A
Company Company:
Exp. Date: Exp. Date: Exp. Date:
Approval: Approval: Approval:
Use of space (description): Construction Value: $ \U,-\, cya:) -(Y,)
De-scription of Work; (as calculated per the Building Valuation Data sheet)
4~Ok~Ci W N\-\,\ S~~QP 'L,A\S c,,- Plan Review (due at time of submittal): $
Sq. Ft./L.Ft added: Squares BTU's Gallons Amps
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify thattre setback distances proposed by this permit application are accurate, and do not violate applicable ordinances,
rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and
allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that 1 assume full
responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work
under this permit. Plans subject to field inspection.
CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR)
PRINTNAME: SIGNATURE: ~OS>S~~o ..q~tY1 Date:
Building Permit Application
LA 1b
ti~~ YlHEaTq~O
COLOR
Wheat Ridge Building Department
proved
BUI IN OFFICIAL DATE
Validity of permit: The issuance of a permit or approval of plans, specifications
and computations shall not be a permit for, or an approval of, any violation to
any of the provisions of the building code or of any City ordinances:
Permits presuming to give authority to violate or cancel the provisions of the
Building codes or other ordinances of the City shag not be valid.
APPROVED
Subject to Field Inspections
Wheat Ridge Building Dept.
Date.kp./gPOw
SignedX...........Plan Checker
BASS LAKE
2003 IBC, IMC, IPC, IPMC, IECC, IFC,
IFGC; 2005 NEC; NFPA 99 and
4 sections
@ 22.5'
2-6'X6'
8-4'X4'
151'
4 sections
@ 24' /
8-6"X6'
INSTALL: 24-4'X4"
SILT FENCE 6 sections
3' NORTH @ 27'
OF NEW BOARDWALK 14-6'X6' / 94.34
PRIOR TO CONSTRUCTION 36-4'X4'
BOARDWALK o0
165'
CONC. 1210
RAMP 168' VIEWING AREA
4-6'X6'
_ 44.00 6-4'X4'
'f•~'f~9.50 ~R00`J
2 sections
23.50 . 183.000 @ 2
4-6'X6'
8-4'X4
1 section
2-6'X6'
VIEWING AREA/
CONC. RAMP
2 sections
@ 25'
23.50
4-6'X6'
9-4'X4'
0
0
0
2 sections
m
@ 22.5'
m
146
4-6'X6'
8-4'X4"
o°
44.76
• VIEWING AREA
`INSTALL:
SILT FENCE
6' SOUTH
OF NEW BOARDWALK
PRIOR TO CONSTRUCTION
50 0 25 50 100
ORIGINAL SCALE: 1"=50'
A
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VIEWING AREA
45.00 4-6'X6"
VIEWING AREA 8-4'X4'
4-6'X6'.
8-4"X4" 161.000.
J
CITY OF WHEAT RIDGE
WATCHABLE WILDLIFE BQARDWALK AT BASS LAKE
Wheat Ridge, County of Jefferson, State of Colorado
PUBLIC IMPROVEMENT CONSTRUCTION PLANS
CONSTRUCTION PLANS
KEY CONTACTS
CITY. OF WHEAT RIDGE:
DEPT OF. PARKS RECREATI.O
W 29TH AVENUE
WHEAT RIDGE, CO 80033
ATTN. JOYCE MANWVIARIN
ARING
LIVIVSTR CTURAL ENGINEER
SAN ENGINEERING. LLC
10298 SPOTTED OWL PL.
HIGHLANDS RANCH, CO. 80129
ATTN: JOHN MICLIACCIO, P.E.
(303) 503-2593
~o tOF~
H
V11 "DUTY NOTRGTGN
OF CCIDRA.
1-800-922-1987
CALL 2 BUSINESS DAIS IN ADWO10C
BEFORE 'DO MI CMDE M E%CAWOE
FOR ME YARKMC Of VNDERIFOJND
MEMO. VTUTES.
I
Computer File Information
J Creation Date: 4/3/09 Initials: JJM CID
Lost Modification Doter 5/18/09 Initials: JJM 0
Full Path: _ C:\
Drawing File Name: BASS LAKE BOARDWALK PLANS.dwg
Acad Ver. R2008 Scale: AS NOTED Units: English
- 4
VICINITY MAP
Sheet Revisions
San Engineering LLC
lIIYAiI)a[fCn Eh4ti~f➢r9
As Constructed
No Revisions:
Revised:
Void
SHEET INDEX
1 -
COVER SHEET
2 -
GENERAL NOTES
3 -
OVERALL PROJECT PLAN
4 -
BOARDWALK PLAN
5 -
PARTIAL FRAMING PLANS
6 -
FRAMING AND FOUNDATION DETAILS
J -
VIEWING DECK AND RAMP DETAILS
8 -
ALTERNATE DETAILS
APPROVED
Subject to Field Inspections
Wheat Ridge Building Dept.
®~___f~D~ate.i oitpl.>r
Signed 44 ........Plan Checker
FNCINFFR'(; STATEMENT
PREPARED UNDER MT DIRECT SVPERNSaN. e^
N ?
qe - g
H
L333
a...
.bXN MI IO, P.E. F" pAIE
COLORA0O NO N0,. 36333h! fF Y.
LCD AND ON BEHALF OF SAN ENGINEERING LLC v:aKi
COVER SHEET
WATCHABLE WILDLIFE BOARDWALK
AT BASS LAKE
DATE: 5/13/09
SHEET NO. -1 OF 8
WATCHABLE WILDLIFE BOARDWALK Project No./Code
AT BASS LAKE
COVER SHEET
;gner: J. MIGLIACCIO
.oiler: d MIGLIACCIO -
)set: STRUCTURAL Subset Sheet Sheet Number 1.
12 1 1A 1 14 is 1 1
TRAFFIC CONTROL NOTES:
L THE CONTRACTOR SHALL PREPARE AND PRESENT HIS/HER MEMW FOR HANDLING
CONSTRUCTION ZONE TRAFFIC TO ME ENGINEER FOR APPROVAL AT THE
PPE-CONSTRUCTION MEETING.
2. SUOSEWENT CHANCES TO ME TRAFFIC CONTROL PUN AND SEWENCE OF WORK
REQUESTED By ME CONTRA CODE SHALL BE SUBMITTED PPE APPROVAL 72 HOURS PRICE
TO IMPLEMENTAoGN OF ME REVISED PLAN
3. TRAFFIC CONTROL PUNS SHALL ADDRESS SPECIFIC PHASES OF CONSTRUCTOR AND BE
DRAWN TO SCALE OR DIMENSIONED. TRAFFIC PUNNING WILL BE DIRECTED TO ME SAFETY
OF ME CONSTRUCTION FORCE AS WELL AS ME SAFE AND EXPEDITIOUS MOVEMENT OF
TRAFFIC.
4, WORK WMIN ROADWAY AREAS CLOSED TO THROUGH TRAFFIC MAY PROCEED BETWEEN ME
HOURS PF T:CO AM AND SO PM ON LOCAL STREETS
5. TRAFFIC CONTROL DURING CONSTRUCTION SHALL COMPLY AM THE LATEST EDITION OF
ME FHWA'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND OTHER DOCUMENTS
DETAILED IN THE SPECIRCATONS.
& MINIMUM LANE MOM SHALL BE TEN (10) MET, UNLESS OTHERWISE APPROVED BY ME
ENGINEER
7. PROVISIONS FOR PEDESTRIAN TRAFFIC SHALL BE NABC FOR ALL PHI OF
CONSTRUCTION.
DESIGN CRITERIA:
1, THE GOVERNING BUILDING CODE SHALL BE THE NATIONAL DESIGN SPECIFICATION
FOR WOOD CONSTRUCTION - 1992, AND ME 2003 INTERNATIONAL BUILDING CODE,
LOCALLY AMENDED. ME ABOVE SHALL GOVERN EXCEPT MERE OFFER APPLICABLE
CODES OR CONTRACT REDWOODS ARE MORE RESTRICTIW.
2 GRAMMY LIVE LOADS, 85 PSF PEDESTRIAN LOADING.
3. WIND LOADS 90 MPH, EXPOSURE C, IMPORTANCE ~ 1.0.
4. PEDESTRIAN RAIL LIVE LOADING: 50 PER HORIZONTALLY AND VERTICALLY, IN
MOTION TO A 200 LB POINT LOAD,
Computer File Information
J Creation Date: 4/3/09 Initials: JJM 0
Last Modification Date: 5/18/09 Initials: JJM
Full Path: =
Drawing File Name: BASS LAKE BOARDWALK PLANS.dwg C=
Acod Ver. R2008 Scale: AS NOTED Units: English
1 4
GENERAL NOTES
GENERAL NOTES
L ALL MATERIALS AND WORKMANSIP MALL BE SUBJECT TO INSPECTION BY
THE CITY OF WHEAT RIDGE PARRS AND RECREATION SEPT. ME GTY
RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND
WORKMANSHIP MAT DOES NOT CONFORM TO CONSTRUCTION DOCUMENTS.
2 ME CONTRACTOR SHALL CONDUCT ME WORK IN A SAFE AND WORKMANUKE
MANNER, AND SHALL COMPLY WITH ALL APPLICABLE GOVERNMENTAL
REGULATIONS REGARDING HEALTH AND SAFETY.
3. ME CONTRACTOR MALL BE RESPONSIBLE FOR RESETTING ANY LAND
MONUMENTS DAMAGED DURING CONSTRUCTION, ANY MONUMENTS TO BE
RESET WILL BE DONE UNDER ME SUPERVISION OF A-REGISTERED LAND
SURVEYOR AT THE CONIRACTOR'S EXPENSE..
4. IT IS ME CONTRACTOR'S RESPONSIBILITY TO PROTECT ME PUBLIC FROM
CONSTRUCTION OPERATORS. SIGNABE, FENDING, RAGGING, AND SECURITY,
IN ADDITION TO MAT SHOWN ON PLANS, SHALL BE PROVIDED TO PROTECT
THE PUBLIC FROM CONSTRUCTION OPERATIONS AND TO PROTECT
CONSTRUCTION MATERIALS, PERSONNEL, AND EQUIPMENT FROM ME PUBLIC
S. ALL AREAS OF STAKNG AND CONSTRUCTION MALL BE THOROUGHLY
CLEANED OF ANY CONSTRUCTION MATERIALS AFTER CONSTRUCTION.
6. TIRE MARKS ON TRAIL, LEFT BY CONSTRUCTION WHIICI.ES SHALL BE
CLEANED AND REMOVED PRIM TO ME CITYS ACCEPTANCE OF ME WORK.
7, ME CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ADDITIONAL
WORK PERFORMED BY OTHERS.
8. THE CONTRACTOR MALL REPLACE IRRIGATION SYSTEM COMPONENTS WT'
MATERIALS OF ME SAME KIND, UNLESS OTHERWISE INDICATED ON ME
PLANS OR APPROVED BY ME ENGINEER, REPLACEMENT OR REPAIR OF
IRRIGATION SYSTEM COMPONENTS SHALL BE INCLUDED IN ME WORK AT NO
EXTRA COST. IN ADDITION, ME CONTRACTOR SHALL COORDINATE MM'
MJACEIM PROPERTY OWNERS TO INSURE THEIR LANDSCAPING is PROTECTED
AND PROPERLY CARED FOR SHOULD WE PROJECT DISTURB OR INTERRUPT
NORMAL MAINTENANCE.
9. ME CONTRACTOR IS ADVISED MAT ALL TREES AND SHRUBS ARE TO REMAIN
UNLESS REMOVED BY CITY OR SPECIFICALLY NOTED TO BE REMOVED IN ME
PLANS OR APPROVED BY CITY OF WHEAT RIDGE STAFF CARE SHALL BE
TAKEN TO PROTECT ALL TREES AND SHRUBS FROM DAMAGE DURING
CONSTRUCTION. ALL DAMAGES CAUSED BY THE CONTRACTOR SHALL BE
REPAIRED OR REPLACED AT THE CWTRACTOR'S EXPENSE.
10. ME UTIUNES AS SHOWN ON ME PLANS ARE PLOTTED MOM ME BEST
AVAILABLE INFORMATION AND DOES NOT GREVE ME CONTRACTOR OF
RESPONSIBNTT FOR HELD VERIFICATION OF EXACT LOCATION. CONTACT ME
UTNtt RELEGATION CENTER OF COLORADO AT 1-BOO-922-1987 FOR
DIMITY LOCATONS AT LEAST 48 HOURS PRIOR TO EXCAVATING. MEN ME
CONTRACTOR DISCOVERS A DISCREPANCY IN LOCATION. THEY SHALL
CONTACT THE ENGINEER IMMEDIATELY. THE CONTRACTOR 6 RESPONSIBLE
FOR PROTECTION OF ALL UTUTES AT CONTRACTOR'S EXPENSE NETHER
SHOWN ON ME DRAWINGS OR NOT. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE LOCATION OF ALL UTILITY SERVICES IN CONFLICT WM
CONSTRUCTION.
11. ANY CONSTRUCTOR DEBRIS OR MUD TRACKED ONTO EXISTING ROADWAYS OR
PAWD TRAILS SHALL BE REMOVED IMMEDIATELY BY ME CONTRACTOR. THE
CONTRACTOR SHALL REPAIR ANY EXCAVATIONS OR PAVEMENT FAILURES
CAUSED BY HIS CONSTRUCTION. ME CONTRACTOR SHALL PROPERLY
BARRICADE ME CONSTRUCTION SITE UNTIL CONSTRUCTION IS COMPLETE.
12. ME CONTRACTOR SHALL OBTAIN. AT HIS OWN EXPENSE. ALL APPUGBLE
COORS, LICENSES STANDARDS, SPECIRCATIONS PERMITS BONDS, ETC. WHICH
ARE NECESSARY TO PERFORM ME PROPOSED WORK.
13. CONSTRUCTION STAKING SHALL BE PROVIDED BY ME CONTRACTOR.
14. IT SHALL BE ME CONTRACTOR'S RESPONGHB UTY TO NOTIFY ME ENGINEER OF
ANY PROBLEM IN CONFORMING TO ME APPROVED PLANS FOR ANY ELEMENTS
OF THE PROPOSED IMPROVEMENTS PRIOR TD ITS CONSTRUCTION.
15. ME CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR
CONDITIONS AT AND ADJACENT TO ME JOB SIZE. INCLUDING SAFETY OF ALL
PERSONS .0 PROPERTY DURING PERFORMANCE OF ME WORK. ME
CONTRACTOR SHALL PROVIDE ALL Name. SON, BARRICADES. FLAGMEN. OR
OTHER DEVICES NECESSARY TO PROVIDE FOR PUBUC SAFETY IN CONFORMANCE
WITH ME MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES THIS REQUIREMENT
SHALL APPLY CCNDNUWAY AND NOT BE UNITED TO NORMAL WORKING HOLES,
16. ME CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE APPROPRIATE
COWERING AGENCIES AT LEAST 48 HWRS PRIOR TO START OF ANY
CONSTRUCTION. F WORK IS SUSPENDED FOR MY PERIOD OF TIME AFTER
INITIAL STARTUP, THE CONTRACTOR SHALL NOTIFY ME APPROPRIATE
COMMNMENT AGFNOR 48 HOLDS PRIOR TO RESTART.
GENERAL NOTES (CONTINUED):
17. OPEN ACCESS CONSTRUCTION ACTMTY SHAM BE SCHEOLLED WITH MINIMUM
IMPACT ON PEDESTRIAN AND WHIWV.R TRAFFIC THE CONTRACTOR SHALL
KEEP STREETS OPEN TO TRAFFIC AT ALL TIMES. ACCESS TD INDIVIDUAL
DRIWMAYS SHALL BE MAINTAINED AT ALL TIMES. EMERGENCY VEHICLES SHALL
HAW ACCESS AT ALL TIMES
18. PEDESTRIAN TRAIL AND/M GLOOM MUST REMAIN OPEN AT ALL ➢MES
19. DISPOSAL OF EXCESS MATERIALS OFF -SITE OR IMPDENNG MATERIAL ON-SITE.
REGARDLESS OF PROPERTY OWNERSHIP, MUST BE DUKE IS ACCORDANCE MM
ALL FEDERAL, STATE AND LOCAL ENVIRONMENTAL REGULATIONS.
2D. ME TYPE OF COMPACTION FOR EARTHWORK ON THIS PROJECT SMALL BE
AASWO T09.
21. ME CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING, INSTALLING AND
MAINTAINING ALL DETOUR AND CONSTRUCTION SIGNACE, BARRICADES, AND
PRICING.
22 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ME SEWWTY BE THE WORK
DURING CONSTRUCTION IN ORDER TO PREVENT ANY DAM!£ FRO VEHICLE,
PEDESTRIAN, BICYCLE, EQUESTRIAN TRAFEC, OR VANDALISM / GRAFFOR N THE
EVENT SUCH DAMAGE OCCURS, ME CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIR.
23. PARKING OF ALL PERSONAL VEHICLES OR PERSONNEL TRANSPCRATION W HICLES
OTHER MAIN CUNSMUCTION WHICUES MUST OCCUR AT DESIGNATED BLACKS
AREAS. ALONG PUBLIC ROADS OR ESTABLISHED PARKING AREAS
24. ALL EQUIPMENT SHALL BE CLEANED BEFORE ENTERING M'0 PRIOR TO LEAVING
SIZE.
25. TEMPORARY TRANS SHALL BE CLEARED OF BRUSH AND DEBRIS AND
MAINTAINED IN PASSABLE CONDITION FOR BICYCLES AND PEDESTRIANS FOR FULL
DURATION OF DETOUR.
26. ALL INFORMATION 5HOWN ON PLANS SHALL DOWN OVER INFORMATION IN
SPECIFICATIONS.
27. ALL IMPORTED FILL SHALL BE CUSS 6 COOT ROAD BASE ON APPROVED EQUAL
2& ME CONTRACTOR WILL BE REWIRED TO SUBMIT A CONSTRUCTION SCHEDULE AT
ME PROJECT PRE-CONSTRUCTION MEETING. THIS SCHEDULE HILL SHOW ME
BEGINNING AND ENDING DATES OF MAJOR CONTRACT ITEMS THIS SCHEDULE
WELL BE UPDATED BY ME CONTRACTOR EVERY 5 WORKING DAYS, 0 AS
REQUESTED BY ME ENGINEER.
29. WATER FOR COMPACTOR WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE
CONSDERED INCIDENTAL TO CONSTRUCTOR.
30. WATER FOR DUST CONTROL SHALL NOT BE PAID FOR SEPARATELY BUT MALL
BE CONSIDERED INCIDENTAL TO CONSTRUCTION.
31. AREAS W19DE OF TRAIL OR DESIGNATED CONSTRUCTOR ZONE SHALL NOT BE
DISTURBED.
32 ME CONTRACTOR SHALL BE RESPGNEIBLE FOE ME STABILITY OF ALL
STRUCTURES DURING CONSTRUCTION.
CONCRETE NOTES:
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ME LATE$
VERSION OF ACI 318. 204. AND ACI 315, ACI SPECI ICATONS SHALL BE
FOLLOWED FOR MATERIALS. PLACEMENT, VIBRATION, FINISHING, CURING
AND SEAUNG OF CONCRETE.
2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
3,00D PSI AT 2B DAYS MM 4-6X ENTRAINED AIR AND TYPE II CEMENT
3. STEEL REINFORCING SHALL CONFORM TO ASTM ABLE. GRACE 60,
DEFORMED.
4, MINIMUM COVER TO REINFORCING SHALL BE 3' UNLESS NOTED
OTHERWISE.
5. A 3/4' INCH CHAMFER OR FILLET SHALL BE PROPOSED AT ALL EXPOSED
EDGES OF CONCRETE
& CURING AND SEALING COMPOUND MUST BE APPLIED TO ALL EXPOSED
CONCRETE SURFACES PLACEMENT SHALL BE IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS.
7, IT IS THE CONTRACTOR'S RESPONSSIUTY TO PROVIDE AND MAINTAIN
CONDITIONS DURING CONCRETE PLACEMENT AND WRING, SUCH MAT
SHRINKAGE CRACKS ARE CONTAINED IN CONTROL JONTS. IF
UNCYNNTAINED CRACKS OR SPAH R OCCUR WITHIN 28 DAYS AMR
CONCRETE IS PLACED, ME CONTRACTOR SHALL REMOVE AND REPLACE
THE CONCRETE CONTAINING CRACKCS OR SPILLS AT NO ADDITIONAL
cost
EROSION CONTROL NOTES
1. CONTRACTOR TO SUBMIT EROSION CONTROL SCHEDULE - PRIOR TO ME
START OF CONSTRUCTION. ME CONTRACTOR SHALL SUBMIT TO ME CITY
MEIN PROGRAM AND SCHEDULE FOR INSTALLATION OF TEMPORARY EROSION
CONTROL WORK APPLICABLE DURING AIL STAGES OF CONSTRUCTION, AND
MBR PLAN FOR DISPOSAL OF WASTE MATERIALS.
2 ME CONTRACTOR SHALL LOCATE. INSTALL, AND MOUNTAIN ALL EROSION
CONTROL AND WATER QUALITY "BEST MANAGEMENT PRACTICES' (BMP) AS
APPROPRIATE,
3. ME CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD, CONSTRUCTION
DEBRIS, OR OTHER POTENTIAL POLLUTANTS MAT MAY HAW BEEN
DISCHARGED TO OR ACCUMULATED IN, ME ROW LINE PAID PUBUC
RIGHTS-OF WAY AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED
WITH THIS SITE DEVELOPMENT OR CONSTRUCTION PROJECT. SAID REMOVAL
SHALL BE CONDUCTED N A TIMELY MANNER.
4. ME CONTRACTOR SHALL PREVENT SEDIMENT, BMWs AND ALL OTHER
POLLUTANTS FROM ENTERING ME STORM SEWER SYSTEM DURING ALL
DEMOLITION. EXCAVATION, MENCHING BORING, GRADING OR OTHER
CONSTRUCTION OPERATIONS MAT ARE PART OF THIS PROJECT. ME
CONTRACTOR SHALL BE HELD RES ONSBIE FOR REMEDIATION OF ANY
ADVERSE IMPACTS TO ADJACENT WATERWAYS, WERANDS, ETC., RESULTING
MGM WORK GONE AS PART OF THUS PROJECT.
5. ME GENERAL CONTRACTOR, GRADING CONTRACTOR AND/OR THEIR
AUTHORIZED AGENTS SHALL ENSURE MAT ALL LOADS OF BUT AND FILL
MATERIAL IMPORTED TO OR EXPORTED FROM THIS 97 SHALL BE PROPERLY
COVERED TO PREWNT LOSS OF ME MATERIAL WRING TRANSPORT ON
PUBLIC RIGHTS-OF-WAY.
S. ME USE OF REHM. STEEL STAKES. OR STEEL FENCE POSTS TO STAKED
OEM STRAW OR HAY NAHUM, OR TO SUPPORT SILT FELONS USED AS AN
EROSION CONTROL MEASURE, IS PROHIBITED.
7. APPROVED M09ON AND SEDIMENT CONTROL "BEST MANAGEMENT
PRACTICES (BMP) SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR FOR
ME WRAMON OF THIS PROJECT. AT A MINIMUM, THE CONTRACTOR OR HIS
AGENT SHALL INSPECT ALL OMP'S WEEKLY AND AFTER SIGNIFICANT
PRECIPITATION EVENTS. ALL NECESSARY MAINTENANCE AND REPAIR SHALL
BE COMPLETED M A TIMELY MANNER. ACCUMULATED SEGMENT AND DEBRIS
MALL BE REMOVED FROM A BMP WHEN ME SEDIMENT LEVEL REACHES
OJE-HALF ME HEIGHT OF ME BMP OR, AT ANY THE THAT SEDIMENT OR
DEBRIS AOWRSELY IMPACTS ME FUNCTIONING OF ME BIMP. MATERIAL
TRACKED ONTO CITY STREETS SHALL BE REMOVED DAILY.
& CONTRACTOR KILL BE RESPONSIBLE FOR OBTNNNC ALL THE NECESSARY
(CITY, STATE COUNIY) REWIRED PERMITS FOR ON AMO/OR OFF-SITE
CONSTRUCTION WASTE DUMPING OPERATORS.
9. ME CONTRACTOR SHALL COMPLY HIM ALL TERMS AND CONDITIONS OF THE
COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT WATER
WAUTY CONTROL DAISIOWS COLORADO GENERAL PERMIT FOR STORM WATER
DISCHARGE. AND ME EROSION CONTROL PUN.
10. REAL STABILIZATION AND LONG-TERM. STORM WATER MANAGEMENT: ALL
TEMPORARY EROSION CONTROL BOP'S RULE BE REMOVED WITHIN 30-DAYS OF
FINAL STABILIZATION. LONG TERM EROSION CONTROL PROTECTION WILL BE
ESTABLISHED WHIN 5-DAYS AMR FINAL GRADING
11. FOR CONTROLLING ALL SILTATION AND EROSION OF ME PROJECT AREA
INCLUDING TRACKING OF MATERIAL OFF-STE, CONTROL SHALL COMMENCE
PRIOR TO START OF CONSTRUCTION AND BE MAINTAINED THROUGHOUT ME
PROJECT UNTIL ACCEPTANCE BY ME CITY REPRESENTATIVE
APPROVED
Subject to Field Inspections
Wheat Ridge Building Dept.
Date./.PIAPIP?
3M1333
Sheet Revisions
San E,,, noenng LLG ININING,
As Constructed
No Revisions:
Revised .
Void
WATCHABLE WILDLIFE BOARDWALK
AT BASS LAKE
GENERAL NOTES
RI: J. MIGLIACCIO
Or J. MIGLIACCIO
h STRUCTURAL Subset Sheet
11 1 4
SAN ENGINEERING.
Project No./Code
J
Sheet Number 2
Pill
0 25 0 50
SCALE' I" = 50'
L 25G' CRUSNDR PINES
ALONG EXISTED DIRT TRAIL
RON
DRAINAGE
PROPOSED LOOKOUT
EMOTES BOARDWALK
A UPERD LOOKOUT
_ _:D
/ ~
CONCRETE RAMP) EXISTING BOARDWALK
IXISTNG BOARDWALK PROPOSED LOOKOUT
OVERALL PROJECT PLAN
SCALE: 1=50'
`PRWOSEO LOOKOUT
BUD BOARDWALK
ICRETE RAMP
OSED VIEWNC PU70RM
BOARDWALK
APPROVED
Subject to Field Inspections
Wheat Ridge Building Dept.
Date.la/.~~fd`~
Signed ..:.Plan Checker
PROJECT-SPECIFIC NOTES
1. CLEARING OF VEGETATION MAMIN THE WORK ZONE WILL BE COMPLETED BY CITY OF
WHEAT RIDGE FORCES. CLEARING WILL BE COMPLETED TO APPROXIMATELY 6'
ANDVE GRADE.
2. THE CONTRACTOR IS ADVISED THAT THE PROPOSED LOCATION OF THE BOARDWALK-
. IS WTHIN A SENSITIVE WETLAND ENVIRONMENT.
3. SILT FENCING SHALL BE INSTALLED AND MAINTAINED ON BOTH SIDES OF THE
BOARDWALK. S-D' FROM THE NORTH AND 6'-O' MOM ME SOUTH OUTSIDE LIMITS
OF THE PROPOSED BOARDWALK.
4. NO ACCESS OR DISTURBANCE WILL BE ALLOWED BEYOND THE SILT FENCE.
5. ONLY SMALL MOTORIZED OR HAND-OPERATED EQUIPMENT (E.G., BOBCAT, ETC.)
WILL BE ALLOWED WITHIN ME BOARDWALK WDRKZONE NO MEDIUM OR LARGE
MOTORIZED VEHICULAR EQUIPMENT (BACKHOES, PICKUP TRUCKS, CONCRETE
READY-MIX TRUCKS, TRUCK-MOUNTED DRILL RIGS, ETC.) ALL BE ALLOWED IN ME
BOARDWALK WORK ZONE.
6. MEANS AND METHODS OF EQUIPMENT ENTRY TO AND REMOVAL FROM ME
BOARDWALK.WORKZONE SHALL BE ME RESPONGBIUTY OF THE CONTRACTOR. FILL
MAY NOT BE PLACED IN ORAINAGEWAYS.
7. CONCRETE READY-MIXED TRUCKS WILL BE ALLOWED TO ME LOCATIONS OF THE
ENO RANP$ BUT WILL NOT BE ALLOWED BEYOND. INTO ME BOARDWALK ZONE.
B. EVERY EFFORT SHALL BE MADE BY ME CONTRACTOR AND ITS WORKFORCE TO
LIMIT DISTURBANCE OF EXISTING VEGETATION.
9. ME CONTRACTOR'S PROPOSED METHODS FOR STAGING, PHASING, AND
CONSTRUCTING ME BOARDWALK SHALL BE SUBMITTED TO THE CITY FOR
APPROVAL, PRIOR TO CONSTRUCTION.
10. ME CLEANING OF CONCRETE TRUCK CHUTES OR CONTAINERS IS RESTRICTED TO
APPROVED CONCRETE WASHOUT LOCATIONS ON ME "SIM. ALL CONCRETE
WASTE SHALL BE PROPERLY CLEANED UP AND DISPOSED OF AT AN APPROPRIATE
LEGAL LOCATION.
11. CONSTRUCTION FENCE SHALL BE INSTALLED PRIOR TO ANY OTHER SMP'S AND ANY
LAND-DISTURBING ACTNTIES
12. ME CONTRACTOR SHALL OBTAIN A CONSTRUCTION DISCHARGE (DEWATERING)
PERMIT FROM ME COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVRGNMENT
PRIOR TO ANY DEWATERING ACTIVITIES ALL DEWATERING SHALL BE IN
ACCORDANCE MM ME REQUIREMENTS OF ME DISCHARGE PERMIT AND SHALL BE
COORDINATED DIM ME CITY OF WHEAT RIDGE.
13. ALL DISTURBED AREAS SHALL BE DRILL SEEDED AND CRIMP MULCHED WITHIN 30
DAYS OF INITIAL EXPOSURE OR WITHIN 2 DAVIS OF SUBSTANTIAL COMPLETION (AS
DEHNED BY THE CITY) OF AN AREA, WHICHEVER IS LESS MIS MAY REQUIRE
MULTIPLE MOBILIZATIONS FOR SEEDING AND MULCHING
14. THE EXISTING BOARDWALK SHALL BE DEMOLISHED .0 REMOVED DOWN TO GRADE.
THE MATERIAL SHALL BE REMOVED FROM ME SITE AND LEGALLY DISPOSED OF.
15. THE CONTRACTOR IS ADVISED THAT ME EXISTING BOARDWALK IS IN DISREPAIR AND
HAS BEEN CLOSED TO PUBNC ACCESS BECAUSE OF SAFETY CONCERNS ME
CONTRACTOR USES ME EXISTING BOARDWALK, IF IT CHOOSES TO DO SO, AT ITS
OWN RISK. SEEMED THE CITY OF WHEAT RIDGE NOR ITS ENGINEER ASSUME ANY
LIABILITY FOR ME STRUCTURAL ADEQUACY OR SAFETY OF THE EXISTING
BOARDWALK.
I6. STAGING AREA SHALL BE AT ME SOUTHWEST END OF ME MAIL LIMITS OF
STAGING AREA SHALL BE SUBJECT TO APPROVAL BY ME CITY.
ENGINEER'S STATEMENT
PREPARED UNDER MY DIRECT SUPERVISION.
_
34333 5 oN
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JOHN MIGJACCIO. RE
COLORADO NO 34333
ATE
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FOR AND ON BEHALF OF SAN ENGINEERING.
LLC,
Computer File Information
Sheet Revisions.
As Constructed
WATCHABLE WILDLIFE BOARDWALK
Project No./Code
I C
t
AT BASS LAKE
rea
ion Dote: 4/3/09 Initials JJM
0
-
Lost Modification Dote: 5/18/09 . Initials JJM
O
San Engineering LLC
Na Revisions:
OVERALL PROJECT PLAN
FUII Path C;~
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Revised
Designer: J. MIGLIACCIO
Drawin
File Name: BASS LAKE BOARDWALK PLANS
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DeLoiler J. MIGII ACCIO
-
Aced Ver.. R2008 Scale: AS NOTED Units: English
Void: -
Subset: STRUCTURAL
Subset Sheet:
Sheet Number 3
1
y
1
1 B 9 'lO
11
1 1
14
T6
15 1
INSTALL 320' CRUSHER FINES
TRAIL ALONG EXISTING DIRT MARC
REALIGN AROUND EXISTING TREES
EARTHS BOARDWALK 1j
150'
0 V
S PROPOSED LOOKOUT
EESPNG BOARDWALK
30'-0'
ROPOSEO
LOOKOUT
PROPOSED LOOKOUT
'A/ F%ISTNC BOAADWPLK Go
EXISTING BOARDWALK Im
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APPROVED
Subject to Field Inspections
BOARDWALK PLAN
SCALE: BOARDWALK LAYOUT NOTES: Wheat Ridge Building Dept. - G
y
1. THE BOARDWALK SHALL FOLLOW ME HORIZONTAL AUGNMENT OF ME MOTHS BOARDWALK AS
Date/Ffj4/A:./: CY~
CLOSELY AS POSSIBLE. ✓
2. THE INTENT OF THE LAYOUT SHALL BE TO MAXIM12E SPANS AND MINIMIZE ME NUMBER OF PIERS
(AND ASSOCIATED DISTURBANCE TO NfRAN° AREAS.) p
3. NO AIRVEY OF THE BOARDWAU( OR PROJECT SITES EXISTS WE LAYOUT OF THE BOARDWALK S(gned/P. ...........Plan Checker
SHOWN HEREIN WAS HAND-MEA5URED IN THE FIELD IN AVERY APPROXIMATE MANNER. THEREFORE
ME LAYOUT SHOWN SHOULD ONLY BE CONSIDERED A SCHEMATIC REPRESENTATION OF THE FINAL
ALIGNMENT.
H
4. IT SHALL BE WE CONTRACTOR'S RESPONSIBILITY TO LAY OUT THE ALIGI MENT, AND PIERS. SPANS
AND FRAMING, ASSDDATED WITH THE ALIGNMENT. TAE CITY AND/OR ENGINEER SHALL APPROVE .
ME ALIGNMENT AND ALL PIER LOCATIONS, PRIOR TO PIER EXCAVATION. - ENGINEER'S STATEMENT
5. LOOKOUT LOCATIONS CAN BE ADJUSTED IN ME HELD TO ENSURE. THEY LIE ON A STRAIGHT
SEGMENT OF BOARDWALK PREPARED UNDER MY DIRECT SUPERVISION. BUD BOARDWALK A
-
A
ND HANDRAIL
-
6. IT IS STRONGLY RECOMMENDED THAT ME PROPOSED AUGNMENi AND PIER LOCATIONS BE
DETERMINED AND ACCEPTED IN THE FlEID. PRIOR TO ORDERING. FABRICATION. OR OUTING OF ANY
MATERIALS DEPENDENT ON THE ALIGNMENT AND SPAN LENGTHS.
- -
N
SS3 CI
JOHN MIGUACCIO P.E. DATE
COLORADO N0. 34333
FOR AND ON BEHALF OF SAN ENGINEERING, LLC °emh
Computer
File Information
Sheet Revisions
_
As Constructed
-WATCHABLE
WILDLIFE BOARDWALK
Project No./Code
I C
AT
BASS LAKE
reotion Date:
4/3/09 Initials: JJM
Last Modification Date:
5/18/09 Inamis: JJM
~
San Engineering LLC
457
4
No Revisions:
BOARDWALK PLAN
-Full Path:
- C:\
-
f...vwn Ms'...0n;
-
Revised:
Designer. J. MIGLIACCIO
Drawing File Name:
BASS LAKE BOARDWALK PLANS
d
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Aced Ver. R2008 Scale: AS NOTED Units: English
-
Void:
Subset: STRUCTURAL
Subset Sheet:
Sheet Number 4
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3 I/T x 14' 20E PARALLAM PAT
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3 1/2' x 11 1/4' ZOE PARALLAM 4SL
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-
- - - - -
6x6 PIER POST (TTP) 4x4 INTERMEDIATE IPE DECKING (TTP)-/
POST (TIP)
~C1 TYPICAL ,TAMING PLAN AT LOOKOUT
5 SCALE: t/ff=FR
Computer File Information Sheet Revisions
I Creation Date. 4/3/09 Initials JJM
Last Modification Date: 5/18/09 Initials: JAM
Full Path. C:\ 0
Drawing File Name: BASS LAKE BOARDWALK PLANS.dwg 0
Aced Ver. R2008 Scale: AS NOTED Units: English
`18'0 CAISSON
APPROVED
Subject to Field Inspections
Wheat Ridge Building Dept.
Date. Signed. ............Plan Checker
BOARDWALK STRINGER OPTIONS
MAXIMUM
STRINGER
STRINGER
MINIMUM HANGER REQUIREMENT (OR APPOVED EQUAL)
PIER SPACING
DESIGNATION
REQUIREMENT
NON-SKEY£D
SKEXeD
'
'
A (INTERIOR)
3 1/2' X 18' 2GE PARALLAM PSL
SIMPSON HWJ3.56/18
9MPSON HWJ3.56/18
25
-0
B (EXTERIOR)
3 I/2• x
16' 20E PARALLAM PSL
SIMPSON MIU416
SIMPSON HWU1.55 6
6'
A (INTERIOR)
_
3 1/Y x 16' 20E PARALLAM PSL
SIMPSON MIU416
SIMPSON Hw3JM/16
B (EXTERIOR)
3 I/2' x 14' ICE PARALLAM PSL
SIMPSON MIU414
SIMPSON LBN4-2
'
A (INTERIOR)
3 1/2' r li 2C£ PARALLAM PSL
SIMPSON MIU414
SIMPSON LBV14-2
zo
-o
B (EXTERIOR)
3 1/2' x 11 1/4' Z OE PARALLAM PSL
SIMPSON HU5412
SIMPSON LSSU410
A (INTERIOR)
3 1/2' X 11 1/4' Z OE PARALLAM PSL
SIMPSON HUS412
SIMPSON USUAL]
B (E%TERIBI
3 1/2' • 11 1/4' Z OE PARALLAM P4
LMPSON HUS412
SIMPSCN MU410
_
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A (INTERIOR)
3 1/2- x 9 1/< Z OE PARAUAN PEL
9MPSCN HU5410
SIMPSON LSSU410 -
14
-T
8 (EXTERIDR)
3 1/2' X 11 1/4' ICE PARALLAM PSL
SMPSCN HU5412
SMPSO'I LSSUSID
FRAMING NOTES: - -
1. PRIMARY FRAMING MEMBERS SHALL BE PARALLAM 20E PRODUCTS, AS MANUFACTURED BY I-LEVEL OR TRUS-.KMST COMPANY
OR EQUAL
2. POSTS AT PIERS SHALL BE 5 1/4• x 5 1/4' PARALLAM ZOE.
3. INTERMEDIATE POSTS SHAH BE 3 1/2" x 3 1/2' PARALLAM 2.DE
4. ALL POSTS SHALL BE INSTALLED PLUMB, INLCLUDINC LOCATIONS WHERE BOARDWALK IS SLOPED.
5. ALL PARALLAM MEMBERS SHALL RECEIVE A SERVICE LEVEL 2 TREATMENT.
2. BLOCKING SHALL BE PRESSURE-TREATED 202. DOUGLB FlR, OR SOUTHERN YELLOW PINE, 197.. MAXIMUM MOISTURE CONTENT.
3. ALL CONNECIIGN HARDWARE, FASTENERS. AND FRAMING CONNECTORS SHALL BE STAINLESS STEEL OR GALVANIZED.
4. IF THE CONTRACTOR WSHES TO BELLES PIER SPACINGS LONGER THAN THOSE SHOWN, DESIGN OF FRAMING MEMBERS.
CONNERFONS. AND FOUNDATIONS FOR LONGER SPANS SHALL BE THE RESPONSIBILITY AND SUBJECT TO THE CINS AND
ENGINEER'S APPROVAL.
5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO ATTACH DECKING AT ALL LOCATIONS, INCLUDING PIERS AND CORNERS
6. THE HORIZONTAL ALIGNMENT BE THE BOARDWALK WILL BE RELATIVELY COMPLEX WIN VARIOUS CORNERS. ANGLES, ETC. THE
IF
ID
IE
7. ALL SCREWS AND NAILS SHALL BE GALVANIZED OR STAINLESS STEEL
B. SOME BE THE STRINGER HANGERS SPECIFIED ARE TOP-RANGE HANGERS. IN SUCH CASES, TOPS OF END BEAMS AT PIERS
SHALL BE HELD DOW AS REQUIRED TO ALLOW FOR HANGER TDP RANGES AND CONNECTORS MIHQUT RAISING THE DEEMING H
9. THE MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION AND FASTENERS SHALL BE STRICTLY ADHERED TO FOR ALL SIMPSON
STRINGER HANGERS.
10. AT LOCATONS REQUIRING SLOPED STRINGERS (NEAR ENO RAMPS), MC IFlEO HANGERS, OR HANGERS NOT SHOW IN THIS TABLE
MAY BE REQUIRED.
ENGINEER'S STATEMENT
PREPARED UNDER MY DIRECT SUPERNSIDN.
2 m
- n'
JOHN MIGLIACCID. PE Q f~ t
CGLORADO NO. 34333
FOR AND ON BEHALF OF SAN ENGINEERING. LLC
As Constructed
WATCHABLE WILDLIFE BOARDWALK
Project No./Code
San Engineering LLC
No Revisions:
AT BASS LAKE
PARTIAL FRAMING PLANS
t
- r uavarmr. Engnwrnq
Revised
Des gner: J. MIGLIACCID
Detailec J. MIGLIACCID
Void:
Subset: STRUCTURAL
Subset Sheet
Sheet Number 5
B 9 10
11
1 14 1
is 1 16
ATYPICAL FRAMING PLAN - STRAIGHT SECTION
5 / SCALE: 1/Y=1'-0'
5 / T TYPICAL FRAMING PLAN - CORNER SECTION
scale I/2'=Y-o'
APPROVED
Subject to Field Inspections
Wheat Ridge Building Dept.
Date. .1PI PP119r
Signed Plan Checker
FRAMING PLAN AT VIEWING DECK
6 WALE: t/i=f-0'
MEWING DECK SLOPE BOARDWALK
S
ETE ABUTMENT
M FINISH)
E.W.
E.W.
PORT.
T 0 ➢ K
5% MAK SLOPE UP 8% SLOPE UP i. 4 CONC.
T. O. LAN➢M6 ~
(SLOPE UP A/ $ NA(
➢/SEANCE AS RfO ➢/RC➢ ra
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'CARE TTN6 BOAR➢YAL/e
B GRADES AT VIEWING DECK
6 SGAT t
6:
OF 3)
ABUTMENT
#4 0 18
- MAX. E.W.
ANCHOR. W/ 6-
ENGINEERS
STATEMENT
EMBEDMENT. (ttP)
PREPARED UNDER My DIRECT SUPERMSON
MIN)
~E~ HANDRAIL ATTACHMENT TO ABUTMENT
'
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:
C RAMP S
ECTION
D ABUTMENT SECTION
6 SCP1B f=1
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`
`
JOHN
COLORADO NO. NO. MIIa, 363333 33
RA
E _ y
J'p
-
-
R
FGR AND ON BEHALF OF SAN ENGINEERING. LLC.
Computer
File Information
Sheet Revisions
As Constructed
WATCHABLE WILDLIFE BOARDWALK
Project No./Code
Creation Date
4/3/09 Initials: JJM
-
AT BASS LAKE
J
Last Modification Dale:
5/18/09 Initials: JJM
- San Engineering LLC
No Revisions:
VIEWING DECK AND RAMP
DETAILS
ull Path.
F
Q
A
C
r racenaynwm9
Revised
Designer: J. MIGLIACCIO
i
D
Fil
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-
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raw
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ame:
BASS LAKE BOARDWALK PLANS.dwg
(
-
-
-
Detoiler: J. MIGUACCIG
Acad Ver. R2008 Scale: AS NOTED Units' English
-
VDitl:
Subset: STRUCTURAL
Subset Sheet:
Sheet Number 7
1
4
6
a
to
n
11 W
14
W t
DECKING NOTES
TYPICAL BOARDWALK SECTION BETWEEN PIERS
Z SCALE P=1'-0'
q) TYPICAL BOARDWALK SECTION AT PIERS
SCALE: 1"=1'-0'
1 INTERMEDIATE POST ATTACHMENT
SCALE: 2"-I'-0'
Computer
Creation Date:
LOST Modification Dale:
FUII Path:
Drawing File Name:
Acod Ver. R2008 S
le Information
4/3/09. Ini tialS: JJM
5/14/09 Initials: JIM
BASS LAKE BOARDWALK
e: AS NOTED Units:
I Foundation inspections shall be
Wormed by the engineer of record
lind verified to the Building
bivision by wet-stamped letter of
E~
S:= MAX
17111
4" DEPTH CRUSH
ZONNECTOR.
STRINGER
ABLE.
RAGE BOLT.
POST (TV)
h4
OSTS
.OR
POST
e TOP RAIL AT 4x4 POST
SCALE:
~E1 TOP RAIL AT 6x6 POST
] SCALE: 2"=1'-Q
APPROVED
Subject to Field Inspections
Wheat Ridge Building Dept.
Date./ /P0` i'
Signedl; . ........Plan Checker
ER FINES OVER
GEOTEXTLE FABRIC AND WEED BARRIER
TYPICAL TRAIL SECTION
SCALE: 1/2"=1'-0'
ENGINEER'S STATEMENT
PREPARED UNDER MY DIRECT SUPERVISION.
3..,; t3
JOHN MIGLIACCIO. P,E.
COLOR A00 Na, 34333 ` tag
FOR AND ON BEHALF OF SANENGINEERING, TILE,
Sheet Revisions As Constructed
O
O San Engineering LLC No Revisions:
_
O .Wa KqP. Eb9hwh4
Revised
0 Void
1 DECKING MATERIAL SHALL BE SOLID PROFILE 1 1/4' e 5 112' IIMBERIELN DOLKSIDER
PLANK WIN VERTCRAIN PATTERN.
2. COLOR SHALL BE SELECTED BY WE CITY OF WHEAT RIDGE FROM SAMPLES OF
MANUFACTURER'S STANDARD COLORS,
3, DECKING FASTENERS SHALL BE STAINLESS STEEL 18 v 3' (MINIMUM) SCREW FASTENERS.
4. MANUFACTURER'S GAPPING REQUIREMENTS SHALL BE FOLLOWED DURING DECKING
INSTALLATION.
5. MUSHR COMING AT FASTENERS WILL NOT BE ACCEPTED. CONTRACTOR MAY CONSIDER
PREORIWNC FASTENER HOLES TO MINIMIZE OR EHMINATE MUSHROOMING. IF
MUSHROOMING OCCURS, IT SHALL BE REMOVED AND FINISHED TO A SMOOTH SURFACE AT
NO ADDITIONAL COST.
6, INSTALL DECKING FASTENERS 3/4" TRW OUTSIDE EDGE OF EACH PLANK. USE PAN
SCREWS PER STRINGER. PRE-GRILL PNY HOLES WITHIN 1 I/2" OF END OF PLANK, TO
AVOID SPLITTING.
KIM PLATES AT DECK EDGES MAY BE HALF (2 3/4') OF A STANDARD DMSERTECH
DOCKSIDER DECKING PLANK-
HANDRAILING NOTES
1. TOP 2v5 AND 2,4 RAILS AND BOTTOM 2X4 KICK PLATE SHALL BE TIMBERTECH DOCKS'DER
MATERIAL,
2. TOP RAILS SHALL BE MITERED, WT, ETC. AS REWIRED TO PROVIDE A CONTINUOUS
SURFACE FOR ENTIRE LENGTH, INCLUDING AROUND CORNERS.
3. IF NECESSARY, TOP RAILS SHALL BE SANDED TO A SMOOTH KNISH, ACCEPTABLE FOR A
HANDRAILING APPLICATION.
4. INTERMEDIATE RAILS SHALL BE 3/16' DIAMETER GALVANIZED STEEL CABUNC.
5. CABLE RAILS SYSTEM SHALL BE COMPLETE WITH ALL NECESSARY COMPONENTS INCLUDING
BUT NOT LIMITED TO TURNBUCKLES, EYEHWKS. VERTICAL CABLE BRACES, CORNER
HARDWARE, AND END FASTENERS
6. VERTICAL CABLE BRACES SHALL BE LOCATED AT S-6' (MAXIMUM) FROM POSTS.
CABLES AND ALL COMPONENTS SHALL BE GALVANIZED OR STAINLESS STEEL.
8. CABLE TERMINATIONS WITH TURNBUCKLE HARDWARE SHALL BE INSTALLED AT INTERVALS
As RECOMMENDED BY THE CABLE RAILING MANUFACTURER, IN ORDER TO MAINTAIN
PROPER TENSION IN CARTES.
4 SEE ALSO SHEET 8 FOR INTERMEDIATE RAIUNG BID ALTERNATE.
FOUNDATION NOTES
L NO GEOTECHNICAL REPORT IS AVAILABLE FOR THIS SITE.
2. FOUNDATON EXCAVATORS SHALL BE MADE.AVAILABLE FOR INSPECTION BY CITY STAFF
AND/OR THE ENGINEER PRIOR TO PLACEMENT OF CONCRETE.
3, NE CONTRACTOR IS ADVISED THAT THE PROPOSED LOCATION OF THE BOARDWALK IS
WITHIN A WETLAND ENVIRONMENT, OF WHICH PORUMS MAY BE WET. THEREFORE
DEWATERING MAY BE REQUIRED.
4, DEWATERING, IF NECESSARY, STALL BE CONSIDERED PART OF NE WORK AND PROVIDES
AT NO ADDITIONAL COST.
i SO OILS FROM CAISSONS SHALL BE DISPOSED OF LEGALLY, OFFSITE THE CITY OF WHEAT
RIDGE WILL ALLOW SPOeS TO BE DISPOSED OF AT ONE OF TWO OWNED PROPERTIES,
M MEN 1.5 MILES FROM THE SITE:
4315 VAN GORDON STREET.
- 4305 PIERSON STREET.
6. SEE ALSO SHUT 8 FOR OPGONAL HELICAL PIER FWNOATPN SYSTEM.
CRUSHER FINES TRAIL NOTES
L CRUSHER PINES GRADATION SHALL BE AS FOLLOWS:
SIEVE SIZE PERCENT PASSING
3/8" 100
K4 90-100
55-80
NIs 40-]0
A30- 25-50
#200 6-15
2. THE CONTRACTOR SHALL SUBMIT A CERTIFIES LABORATORY GRADATION ANALYSIS
PERFORMED BY AN APPROVED MATERIALS TESTING COMPANY, FOR THE PROPOSED
CRUSHER PINES MATERIAL -
3. MAIL SUBGRADE BELOW NE GEOTEXTLE FABRIC SHALL BE INSPECTED BY THE FIELD
ENGINEER FOR ADEQUATE COMPACTION. THE SUBGRADE SHALL BE UNDISTURBED CR
RECOMPACTED TO 95% DENSITY.
4. CASCRON C-4 Be G-10 GROWTH INHIBITOR SHALL BE APPLIED BELOW TIE
GEOTEXTILE LAYER.
5. AFTER INmAL PLACEMENT, SMOOTHING, AND COMPACTING, NE TRAIL SURFACE SHALL
BE COMPACTED WITH ROLLERS OB VIBRATORY COMPACTORS.
S THE GEOTEXILE FABRIC LAYER BELOW THE CRUSHER FINES LAYER SHALL BE MIRAFl,
140 NSL OR APPROVED EQUAL
ALL TOPSOIL AND ORGANIC DEBRIS SHALL BE REMOVED FROM ME SUBGRADE OF THE.
NAIL
WATCHABLE WILDLIFE BOARDWALK
AT BASS LAKE
FRAMING AND FOUNDATION DETAILS
Designer: J. MIGLIACCIO
Detpiler: J. MIGLIACCIO
Subset:' STRUCTURAL Subset Sheet
Project No./Code
d
Sheet Number 6
T
ndation inspections shall be
brmed by the engineer of record
verified to the Building
ision by wet-stamped letter of
N POST O T'-0•
A% SPACING.
APPROVED
E
~
Subject to Field Inspections
E
-
HEUCAL
PIE
(
P'
Wheat Ridge Building Dept.
Date.
ra1.?fb
A' ALTERNATE 1: COMPOSITE RAILS
•
'
'
OPTIONAL HELICAL PIER FOUNDATIONS
scA e r-r-D
F 8 SCALE: 1
-1
0
`J
Signed~r ..........Plan Checker
COMPOSITE RAILS ALTERNATE
OPTIONAL HELICAL PIER FOUNDATIONS
i. ELIMINA STEEL CABLE RAILINGS AND ALL ASSOCIATED COMPONENTS SHOWN ELSEWHERE.
1. AT THE CONTRACTORS OPTION. HELICAL PIER FOUNDATIONS MAY BE INSTAL@D. PER THE REQUIREMENTS
- 2. INSTALL (2) COMPOSITE INTERMEDIATE RAILS AS SHOWN ABOVE
BE
G d. WOOD INTERMEDIATE RAILS SHALL BE PRESSURE-TREATED $tY, DOUGLAS-FIR, OR
LOW
2 ELIMINATE:
C
SOUTHERN YELLOW PINE, 19% MAXIMUM MOISTURE CONTENT.
• CONCRETE CAISSONS
-
• CAISSON EXCAVATION
REMOVAL OF SPOILS
-
• LOWER ~4-4' OF ALL 6.6 PARAVAM PIER POSTS
CAISSON DEWATERING (IF REQUIRED)
3. INSTALL HELICAL PER FOUNDATION FOR BOAROWALX AS REQUIRED
4. CORNER POSTS MUST REMAIN 6,6 NOMINAL SIZE (TO RESIST CABLE RAIL TENSILE FORCES)
I IF HELICAL PIER ALTERNATIVE IS PROPOSED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TD PROVIDE
STRUCTURAL ENGINEERING FOR HELICAL PIER FOUNDATIONS. BRACKETS, AND END SPACE. STRUCTURAL
-
i -
CALCULATIONS SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF
COLORADO.
6. NO GEOTECHNICAL REPORT EXISTS FOR THIS SITE
J. ALL CONSTRUCTION REQUIREMENTS SPECIFIED WITHIN THESE PLANS AND SPECIFICATIONS SHALL BE
FOLLOWED DURING INSTALLATION OF THE HELICAL PIERS.
'
-
S, THE CONTRACTOR WALL PERFORM PROOF TESTS ON A MINIMUM OE 10% OF THE TOTAL PROOUCTON
HELICAL PIERS. THE HELICAL PIERS TO BE TESTED MN_ BE SELECTED BY THE CITY OR CITY'S ENGINEER.
ENGINEER S C
S TA TIM EN T
-
- - -
9. THE HELICAL PIER CONTRACTOR SHALL-RE EXPERIENCED IN PERFORMING DESIGN AND CONSTRUCTION OF
HELI
PIERS AND SHAL
M
R
ND SUPEW
ION TO PERFORM THE WORK.
F
S
TER
B
PREPARED UNDER MY DIRECT SVPERNGON
, A
S
CAL
L
URNI
H ALL
A
IALS, LA
O
HE CONTRACTOR WALL BE TRAINED AND CERTIFIED IN THE PROPER METHODS OF DESIGN AND
? r
INSTALLADON OF HEUCPL PIERS.
>
10. HELICAL PIER COMPONENTS SHALL BE MANUFACTURED BY A FACILITY wSOSE QUALITY SYSTEMS COMPLY
.
qq - +~3Ia.
C.
•
"
- WITH ISO 9001 REQUIREMENTS. CERTIFICATES OF REGISTRATION DENOTING ISO STANDARDS NUMBER
SHALL BE PRESENTED UPON REQUEST TO THE CITY OR CITYS ENGINEER.
Cars MIGLIACCIO, P E
N
Y',~r
.
p`f,VATE <j'
-
LCLORA00 NO. 3a333
" FOR AND ON BEHALF OF SAN ENGINEERING.
LLC
Computer File Information
Sheet Revisions
As Constructed
WATCHABLE
WILDLIFE BOARDWALK
Project
No./Code
Creation Dale:. 5/3/09 Initial S: JJM
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Last Modificolion Date: 5/18/09 Initials: JJM
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