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GRAPHIC SCALE
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HATCH LEGEND:
PROPOSED GRAVEL DRIVE
PROPOSED CONCRETE DRIVE
PROPOSED DECK
DETAIL LOCATION:
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DETAIL NUMBER
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PROPOSED FENCE SEE
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CALL BOX AND
MOTORIZED GATE
PROPERTY INFORMATION:
1. LEGAL DESCRIPTION: Section: 31 Township: 7 Range: 87 SubdMsion: ST.
FINNBAR FARM SUB -DIV. Lot: 9
2. PROPERTY ADDRESS:24 ST FINNBAR FARM RD, CARBONDALE
3. PARCEL NUMBER: 239131318009
4. SUBDIVISION: ST. FINNBAR FARM SUB -DIV.
5. THIS SITE PLAN REFERENCES THE FINAL PLAT OF ST FINNBAR FARM
SUBDIVISION, AS RECORDED JANUARY 9TH 2001, RECEPTION NUMBER
574731 OF GARFIELD COUNTY RECORDS AND THE IMPROVEMENT SURVEY
PLAT FOR LOT 9 ST. FINNBAR FARM SUBDIVISION PREPARED BY TUTTLE
SURVING SERVICES DATED 07/09113.
LOT 10 ST FINNBAR FARM SUB
NV 'V NV
" FINN BAR FAR*
SUBDIVISION',:
ROPOSED SITE -LOT
ST,FINNBAR FARM
SUBDIVISION
GENERAL CONSTRUCTION NOTES:
1. ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A SET OF APPROVED CONSTRUCTION DOCUMENTS ON
SITE AT ALL TIMES.
2. EXISTING CONTOURS ARE AT 1' FOOT INTERVALS.
3. PROPOSED CONTOURS ARE AT 1' FOOT INTERVALS.
4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATIONS AND PROTECTION OF ALL EXISTING
UTILITIES SHOWN, ALL EXISTING UTILITIES NOT SHOWN, AND ALL PROPOSED UTILITIES ON THESE PLANS. THESE
UTILITIES EITHER UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE
CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGE TO, OR INTERRUPTION OF SERVICES
CAUSED BY THE CONSTRUCTION.
5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING CONDITIONS OUTSIDE THE
DESIGNATED IMPROVEMENT AREA FROM DAMAGE. ANY DAMAGE TO EXISTING AREAS OUTSIDE THE DESIGNATED
IMPROVEMENT AREA DURING CONSTRUCTION SHALL, AT A MINIMUM, BE RESTORED TO A STATE EQUAL TO ITS PRE
CONSTRUCTION STATE.
6. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE WORK, AND SHALL COMPLY
WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. IDENTIFYING THE NEED -FOR A PERMIT, PREPARING THE
APPLICATION, AND PAYING THE SUBMITTAL AND REVIEW FEES NECESSARY TO SECURE PERMITS WILL BE THE TOTAL
RESPONSIBILITY OF THE GENERAL CONTRACTOR. A COPY OF ALL PERMITS MUST BE ON SITE AT ALL TIMES.
7. THE GENERAL CONTRACTOR SHALL PERFORM THE WORK ACCORDING TO ALL LOCAL GOVERNMENT, COUNTY,
STATE, AND FEDERAL SAFETY AND HEALTH REGULATIONS. IN PARTICULAR, THE "TRENCHING" AND "OPEN
EXCAVATION" OPERATIONS SHALL COMPLY WITH ALL CURRENT O.S.H.A. REGULATORY REQUIREMENTS.
8. ALL WORK INCLUDING WARRANTY WORK, SHALL BE INSPECTED BY THE PROJECT ENGINEER WHO SHALL HAVE
AUTHORITY TO HALT CONSTRUCTION WHEN PROPER CONSTRUCTION PRACTICES ARE NOT BEING ADHERED TO.
9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THEIR OWN DISPOSAL SITE FOR ALL
DISPOSED MATERIALS.
10. COMPACTION IN EXCAVATED AREAS SHALL BE 95% STANDARD PROCTOR DENSITY.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INSPECTIONS PERFORMED BY OTHER
GOVERNMENTAL AGENCIES, AS PRESCRIBED IN THEIR PERMITS AND APPROVALS.
12. THE CONTRACTOR SHALL HIRE A TESTING LABORATORY, APPROVED BY THE LOCAL GOVERNMENT, TO PERFORM
COMPACTION TESTS OF AGGREGATE BASE, AGGREGATE SUB -BASE AND SUB -GRADE TO THE SATISFACTION OF THE
LOCAL GOVERNMENT. THE TEST RESULTS SHALL BE SUBMITTED TO THE LOCAL GOVERNMENT PRIOR TO ANY AC OR
PCC PAVING. AC PAVING SHALL BE TESTED WITH A NUCLEAR GAGE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
THE COST OF ALL TESTING.
13. THE CONTRACTOR SHALL INSTALL AND MAINTAIN FENCES, BARRIERS, LIGHTS AND SIGNS THAT ARE NECESSARY TO
GIVE ADEQUATE WARNING TO THE PUBLIC AT ALL TIMES.
14. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY AFTER "NORMAL WORKING HOURS".
AT THE END OF EACH DAY'S WORK AND AT OTHER TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR
ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT AND OTHER OBSTRUCTIONS FROM THE PUBIC
RIGHT-OF-WAY.
15. WHERE TWO OR MORE CONTRACTORS ARE WORKING IN THE SAME AREA, EACH SHALL CONDUCT THEIR
OPERATIONS IN SUCH A MANNER AS NOT TO CAUSE ANY UNNECESSARY DELAY OR HINDRANCE TO THE OTHER.
WHERE CONFLICTS CANNOT BE AVOIDED, THE LOCAL GOVERNMENT WILL DETERMINE WHICH CONTRACTORS HAVE
CONSTRUCTION PRIORITY OVER THE OTHER CONTRACTORS AND THE TERMS OF SUCH CONSTRUCTION PRIORITY.
16. CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY OWNERS FORTY-EIGHT HOURS PRIOR TO
COMMENCEMENT OF WORK ADJACENT TO THE UTILITY.
17. CONTRACTOR SHALL NOTIFY THE ADJACENT RESIDENCES AND BUSINESS IN WRITING DESCRIBING THE NATURE OF
THE WORK, SCHEDULE OF THE WORK, WHEN PARKING WILL BE PROHIBITED (IF ANY), AND WHO TO CALL AT THE
CONTRACTOR'S OFFICE IF THEY HAVE QUESTIONS ABOUT THE WORK. THE LOCAL GOVERNMENT PRIOR TO ITS
DISTRIBUTION MUST APPROVE THE NOTICE. THE CONTRACTOR MUST DISTRIBUTE THE NOTICE TO THE ADJACENT
RESIDENCES AND BUSINESS AT LEAST 7 DAYS PRIOR TO THE START OF THE CONSTRUCTION WORK.
18. AT THE END OF EACH WORK DAY, ALL EXCAVATIONS WITHIN THE STREET AND TRAVEL WAY SHALL BE: (1)
BACKFILLED AND PAVED WITH TEMPORARY PAVING SUCH THAT THE FINISHED SURFACE IS FLUSH WITH THE
EXISTING PAVEMENT, (2) ADEQUATELY COVERED WITH STEEL PLATE BRIDGING, OR (3) BACKFILLED AND PAVED WITH
PERMANENT PAVING. IF STEEL PLATE BRIDGING IS USED, THE STEEL PLATE BRIDGING MUST BE REMOVED WITHIN 48
HOURS AFTER ITS INSTALLATION. CONTROLLED DENSITY FILL SHALL NOT BE USED AS TEMPORARY AC PAVING.
19. ALL EXCESS MATERIALS GENERATED FROM THE SITE ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL
BE DISPOSED PROPERLY.
20. ALL ITEMS REMOVED ON THE PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE
NOTED.
21. WHERE IT IS REQUIRED TO SAW CUT EXISTING PAVEMENT THE CUTTING SHALL BE DONE TO A NEAT WORK LINE.
22. ALL GEOTECHNICAL RECOMMENDATIONS TO BE ADHERED TO.
23. EXISTING CONDITIONS SURVEY BY TUTTLE SURVEYING
SHEET LEGEND:
C1.1 SITE PLAN
C1.2 GRADING PLAN
C12A. BLOW UP OF GRADING PLAN
C1.3 EROSION CONTROL PLAN
C1.4 SITE DETAILS
Know what's below.
Call before you dig.
CALL 2 -BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTIU1IES
co
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Z
DESIGNED BY
CHECKED BY
CIVIL CONSULTANTS
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re
SUMA RESIDENCE LOT 9 FINNBAR RANCH
GARFIELD COUNTY, COLORADO
-J
100% CONSTRUCTION DOCUMENTS
DATE: 04-28-2015
JOB NO. 14002
SHEET C1.1