HomeMy WebLinkAboutFairway Point Condominiums @ Anderson Creek- Details pg. 4 s;
DO NOT DAMAGE OR M LEADER
2 T-RAIL STAKES, 3Rx3~mm 25~nm LONG. LOCATE STAKES 204mm AWAY FROM
TREE TRUNK, WITH ONE ON SIDE OF PREVAILING WINDS
FASTEN TRUNK TO STAKES WITH TREE RING, ~ -
OR 3.6mm (9 GA) GALVANIZED WIRE STEEL EDGING BOTH SIDES IN 13mmO MASTIC HOSE
SEESITE PLAN 4' ABC COMPACTED STONE SPECIFICATIONS:
FOR WIDTHS
1. TOPSOIL MK SEE SPEC.
21NCHE5BLUE GRANITECHIPS O ro NISHED>0.51T~IOTBEAR O PREYfEOUS~(AD 2D0 NOT DAMAGE MAIN ROOTS OR DESTROY
MAX. SLOPE= 1/4" rPi SOmm MULCH (HARDWOOD) 0.007 BALL WHEN INSTALLING TREE STAKE
CREATESAU[9tARWNDTREE 3. WATERTHOROUGMLYAFTFAINSTAWTfON
6 siILE - 1W iWLSNEDGRADE 4.REMOUETREE RINGS ANDSTAId•STW'OYEARS
a AND REIOVETOP 1130E BURLAP FROM AFTER INSTALLATION
- ROOT BALL 5.-PROVIDE DRAINAGE FOR PLANTING PIT IN
-I t V 588 GOT BALL IMPERMEABLE SOIL
1 - : I : I I I I D COMPACTED TOPSOIL MIX AS SPECIFIED BELOW 6. ALL TREES MUST BE TAGGED AND APPROVED BY E(ISTING SUBGRADE CONSULTANT WITHIN 14 DAYS AFTER TENDER CLOSING.
SCARIFY PIT BOTTOM (MINIMUM 150mm)
L4
SPECIFICATIONS:
1. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE
2. WATER THOROUGHLY AFTER INSTALLATION 3. REMOVE TREE RINGS AND STAKES TWO YEARS AFTER INSTALLATION
4. PROVIDE DRAINAGE FOR PLANTING PIT IF IN IMPERMEABLE SOIL \ \ S. TOPSOIL MIX, SEE SPEC
1 )GRANITE CHIPS/ABC BASE SIDEWALK (NOTT05CALE) 2 )CONIFEROUS TREE PLANTING (NOT T-0- E) 3 )TYPICAL TREE I'
GENERAL NOTES IRRIGATION REQUIREMENTS
1. THE GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 1. ALL IRRIGATION IMPROVEMENTS SHALL BE INSTALLED PER HARNETT, COUNTY, & II
DIMENSIONS AT THE JOB SITE. STATE REQUIREMENTS.
2. ALL DIMENSIONS AND ALL ELEVATIONS ARE MEASURED TO BACK OF CURB UNLESS 2. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE LAYOUT PROVIDED TO THE
OTHERWISE NOTED. GENERAL CONTRACTOR. ALL DAMAGE AND/OR DEFECTIVE PIPE SHALL BE REMOVED
FROM THE SITE AT THE TIME OF REJECTION. -
3. LOCATIONS OF EXISTING UTILITY LINES HAVE BEEN TAKEN FROM UTILITY RECORDS
SUPPLEMENTED BY FIELD INSPECTIONS AND SHOULD INDICATE IN GENERAL THE 3. FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY THE
TYPE OF UNDERGROUND FACILITIES NOW IN SERVICE. LOCATIONS SHOWN ARE NOT OWNER'S AUTHORIZED REPRESENTATIVE.
GUARANTEED. DEVELOPERS OR CONTRACTORS SHALL NOT ONLY MAKE
SUBSURFACE INVESTIGATIONS BUT SHALL ALSO ALLOW FOR CONTINGENCIES WHICH 4. 120 VAC ELECTRICAL POWER SOURCE SHALL BE PROVIDED BY PWC. METER BASE,
MIGHT ARISE BY REASON OF ENCOUNTERING UNRECORDED LINES OR LINES BEING IN DISCONNECT, UNISTRUT MOUNTING FRAME, & CONTROLLER SHALL BE PROVIDED BY
DIFFERENT LOCATIONS THAN INDICATED ON THIS PLAN. PRIOR TO ANY CONTRACTOR. IRRIGATION CONTRACTOR SHALL ALSO MAKE ALL FINAL
CONSTRUCTION ACTIVITY OR EXCAVATION ON THE SITE, THE GENERAL CONTRACTOR CONNECTIONS FROM THE VALVES TO THE CONTROLLER. -s I
SHALL NOTIFY ALL UTILITY COMPANIES TO VERIFY AND/OR FIELD-LOCATE THEIR
RESPECTIVE UTILITIES (THE NORTH CAROLINA ONE CALL CENTER -1-800.632-4949). 5. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS
ALL DAMAGE INCURRED TO EXISTING UTILITY LINES DURING CONSTRUCTION SHALL OTHERWISE SPECIFIED. BE REPAIRED AT THE GENERAL CONTRACTORS EXPENSE.
6. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS 4. ALL WASTE MATERIAL SHALL BE LEGALLY DISPOSED OF OFF-SITE. AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVER SPRAY ONTO WALKS, r
STREETS, WALLS, ETC. 5. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL MOORE, COUNTY & STATE
REQUIREMENTS. 7. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL EXISTING ITEMS
DAMAGED BY"THEIR WORK AT THEIR EXPENSE. THEY SHALL ALSO COORDINATE 6. DISTURBED AREAS NOT COVERED BY ASPHALT OR OTHER IMPERMEABLE SURFACES THEIR WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF
SHALL BE SEEDED/ SODDED AND STABLIZED PER SPECIFICATIONS. PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVEMENT, ETC. IN THEEVENT
OF UNDERGROUND OBSTRUCTIONS, THE.IRRIGATION CONTRACTOR SHALL CONTACT
7. SURVEY, BASE MAPPING, & TOPOGRAPHICAL DATA PROVIDED BY OWNER THE OWNER'S REPRESENTATIVE FOR CONSULTATION PRIOR TO PROCEEDING WITH
INSTALLATION.
8. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE OF
45 PSI AND A MAXIMUM FLOW DEMAND OF 60 GPM. THE IRRIGATION CONTRACTOR t
SHALL VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY
DIFFERENCE BETWEEN THE WATER PRESSURE. INDICATED ON THE DRAWINGS AND
THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE
OWNER'S AUTHORIZED REPRESENTATIVE.
9. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE 1
INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS,
AND BE INCLUDED IN THE BID COST.
10. ALL REMOTE CONTROL VALVES, GATE VALVES, QUICK COUPLERS, CONTROL WIRE
AND COMPUTER CABLE PULL POINTS SHALL BE INSTALLED IN APPROVED VALVES
BOXES WITH LOCKING COVERS.
11. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION.
12. ALL EQUIPMENT REFERENCES ARE FOR INFORMATION PURPOSES ONLY.
CONTRACTOR SHALL INSTALL THE EQUIPMENT INDICATED OR AN APPROVED EQUAL.
13. IRRIGATION SYSTEM DESIGNED FOR OPERATION OF HEADS @ 45-55 PSI. REGULATE
OUTLET PRESSURE OF MASTER VALVE TO 60 PSI WHILE UNDER FLOW OF 60 GPM.
14. ALL MAINLINE AND LATERAL LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL
BE INSTALLED IN SEPARATE SLEEVES. MAIN AND LATERAL LINE SLEEVES SHALL BE "A
MINIMUM OF (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE
SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES
UNDER PAVING.
15. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS
WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE
DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES i
SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED`
REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE
IRRITATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS
NECESSARY.
16. BECAUSE OF THE DIFFERENCES IN THE VARIOUS MANUFACTURERS EQUIPMENT, THE _ PO NU I tU
IRRIGATION LAYOUT SHOWN SHALL BE USED AS A GENERAL GUIDE. THE IRRIGATION
CONTRACTOR SHALL PROVIDE A SYSTEM TO INCLUDE LINES, HEADS, VALVES AND DATE
a OTHER MISCELLANEOUS COMPONENTS THAT WILL PROVIDE FOR THE ADEQUATE AND
t PROPER WATERING OF THE LANDSCAPED AREAS. THEREFORE, THE FINAL INSTALLED MARCH 13, 2007
SYSTEM MAY INCLUDE ADDITIONAL ZONES AND/OR EQUIPMENT THAN WHAT IS - - SHEET NUMBER
r INDICATED ON THIS PLAN. THE CONTRACTOR SHALL PROVIDE A LAYOUT TO THE
GENERAL CONTRACTOR FOR APPROVAL PRIOR TO INSTALLING THE SYSTEM.
V
3 p' -