LOCATION PLAN - Facilities &...

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LOCATION PLAN425 S. Telshor Blvd., Suite C-103

Las Cruces, NM 88011-8237575.532.8670

SISBARRO

PARK

NEW

IRRIGATION

AREA

SISBARRO PARK SPRINKLER SYSTEM

APRIL 2016

CONSTRUCTION PLANS FOR:

BHI PROJECT No. 20160335

NEW MEXICO STATE UNIVERSITY

LAS CRUCES, NEW MEXICO

425 S. Telshor Blvd., Suite C-103 Las Cruces, NM 88011-8237 575.532.8670

60% SUBMITTAL FOR REVIEW ONLY

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NOT TO SCALE

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COVER SHEET, LOCATION PLAN

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SHEET

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SHEET INDEX

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DESCRIPTION

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DRAWING

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DETAILS 1

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DISTRIBUTION HEADER, VALVE, AND LATERAL LAYOUT

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OVERALL SPRINKLER SYSTEM LAYOUT

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DETAILS 2

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OVERALL ELECTRICAL PLAN

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GENERAL NOTES & LEGEND

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PARKING LOT AND DRIVE LANE LAYOUT

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ELECTRICAL DETAILS

02G2

NEW WATERLINE

EXISTING WATERLINE

W

SANITARY SEWER

S

UNDERGROUND TELEPHONET

FIBER OPTICFO

OVERHEAD ELECTRICOHE

UNDERGROUND ELECTRICUGE

EXISTING GASG

EXISTING STORM SEWERSD

SEWER MANHOLE

EXISTING FIRE HYDRANT

NEW WATER VALVE

ELECTRIC TRANSFORMER

NEW FIRE HYDRANT

TPED

G

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ET

ELECTRIC PULLBOX

TELEPHONE PEDESTAL

GAS VALVE

GAS METER

POWER POLE

IRRIGATION LINEIRR

EXISTING WATER VALVE

LIGHT POLE

BOLLARD

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A

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425 S. Telshor Blvd., Suite C-103Las Cruces, NM 88011-8237

575.532.8670

T OH

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ZONE

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NO. OF SPRINKLER HEADS

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10

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TOTAL

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75

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GENERAL PROJECT CONSTRUCTION NOTES

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PROJECT LEGEND

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1. CONTRACTOR SHALL BE FAMILIAR WITH THE EXISTING FEATURES AT THE SITE PRIOR TO SUBMITTING BIDS, INCLUDING ALL EXISTING SURFACING, LANDSCAPING, IRRIGATION SYSTEMS, GROUND COVERINGS, SIGNS, FENCES, ETC. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GRADES BEFORE PROCEEDING WITH THE WORK. ANY DISCREPANCIES FOUND SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. 3. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY. PRIOR TO CONSTRUCTION, EXISTING UTILITY LOCATIONS SHALL BE VERIFIED BY THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL REQUEST "NEW MEXICO ONE CALL" SERVICE NO SOONER THAN 48 HOURS PRIOR TO COMMENCEMENT OF THE WORK. UTILITY LOCATIONS SHOULD BE REQUESTED FROM THE APPROPRIATE UTILITY COMPANY. ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED AT NO ADDITIONAL EXPENSE TO THE OWNER. 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE & VERIFY THE HORIZONTAL & VERTICAL LOCATIONS OF ALL POTENTIAL OBSTRUCTIONS. ALL ELECTRIC, TELEPHONE, CABLES, & APPURTENANCES, ENCOUNTERED DURING CONSTRUCTION THAT REQUIRE RELOCATION, SHALL BE DONE BY THE RESPONSIBLE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE ALL NECESSARY UTILITY ADJUSTMENTS. 5. DISPOSAL OF ALL REMOVAL ITEMS SHALL BE DONE BY THE CONTRACTOR IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS AND ORDINANCES. DISPOSAL ITEMS SHALL BE DISPOSED OF IN A PERMITTED "SOLID WASTE DISPOSAL FACILITY" OR OTHER PRIVATE LOCATION APPROVED BY THE ENGINEER. PRIVATE DISPOSAL LOCATIONS SHALL NOT BE USED UNTIL A WRITTEN CONSENT FROM THE PROPERTY OWNER IS PROVIDED TO THE OWNER. ALL COST INCURRED IN OBTAINING A DISPOSAL SITE AND HAULING ALL REMOVAL ITEMS TO THE SITE SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO SEPARATE PAYMENT WILL BE MADE. 6. PROVISIONS FOR ADEQUATE TRAFFIC CONTROL DURING CONSTRUCTION, PROTECTION, AND SEPARATION OF WORK AREAS FROM THE GENERAL PUBLIC ARE THE RESPONSIBILITY OF THE CONTRACTOR. NO WORK SHALL BE LEFT UNCOVERED OVERNIGHT EXCEPT ENDS OF PIPES FROM THE PREVIOUS DAY'S WORK. NO WORK WITHIN PUBLIC RIGHTS OF WAY, SHALL BE LEFT UNCOVERED OVER WEEKENDS. ALL EXCAVATIONS SHALL BE ADEQUATELY FENCED PER OSHA GUIDELINES. 7. WATER FOR CONSTRUCTION IS AVAILABLE FROM NMSU AT NO COST TO THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ALL PIPING, BACKFLOW PREVENTERS, CONNECTIONS, AND METER NECESSARY TO GET WATER FROM A CONNECTION. CONTRACTOR TO COORDINATE WITH ENGINEER AND NMSU TO DETERMINE LOCATIONS OF TAP. 8. ALL FITTINGS PROVIDED AS PART OF WATERLINE INSTALLATION SHALL INCLUDE MECHANICAL JOINTS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 9. TRENCH BACKFILL COMPACTION SHALL BE 95% DENSITY OF MODIFIED PROCTOR ACCORDING TO ASTM D-1557 IN 8" LIFTS ENTIRE DEPTH. ALL TRENCH PAVEMENT EDGES TO BE SAW-CUT WITH ROTATING MACHINE BLADE. ALL CONSTRUCTION SHALL CONFORM TO THE UTILITY PERMIT. TRENCH BACKFILL COMPACTION WITHIN LANDSCAPED AREAS SHALL BE 90% DENSITY OF MODIFIED PROCTOR ACCORDING TO ASTM D-1557.

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10. CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS/ ENTRYWAYS. IN NO CASE SHALL ACCESS BE RESTRICTED FOR MORE THAN 12 HOURS. 11. PIPE DEFLECTION TO BE NO MORE THAN MANUFACTURER'S RECOMMENDED SPECIFICATIONS. 12. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY AND HEALTH WHICH SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. 13. ALL FITTINGS FOR WATER PIPE LINE CONSTRUCTION TO BE PROVIDED AND CONSIDERED INCIDENTAL TO CONTRACT AT NO ADDITIONAL COST TO THE OWNER UNLESS OTHERWISE PROVIDED FOR IN THE BID SCHEDULE. 14. TRACER WIRE AND TAPE SHALL BE INSTALLED IN ALL WATER LINE TRENCHES. 15. CONTRACTOR IS RESPONSIBLE FOR DRAINAGE MANAGEMENT AND EROSION CONTROL AT ALL TIMES DURING THE CONSTRUCTION PERIOD. ALL ACTIVITIES PERFORMED BY THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE NPDES STORM WATER POLLUTION PREVENTION PLAN (SWPPP) REQUIREMENTS. 16. NOTIFICATION FILING AND COMPLIANCE WITH NPDES STORM WATER POLLUTION PREVENTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR. NOTICE OF INTENT MAY BE FILED ELECTRONICALLY @ http://cdx.epa.gov/ssl/cdx/epa-home.asp 17. MAINTENANCE OF RECORD DRAWINGS: THE CONTRACTOR SHALL MAINTAIN AN UP-TO-DATE SET OF RECORD DRAWINGS FOR THE PROJECT. THESE PLANS SHALL BE UPDATED AT LEAST EVERY TWO WEEKS AND SHALL BE SUBJECT TO REVIEW BY THE PROJECT REPRESENTATIVE FOR COMPLETENESS AT LEAST ONCE A MONTH. CONTRACTOR SHALL SUBMIT ACCURATE, DETAILED AND COMPLETE "AS-BUILT" RECORD DRAWINGS OF THE FINAL CONSTRUCTION TO NMSU UPON COMPLETION OF THE WORK, PRIOR TO FINAL PAYMENT. 18. ALL MATERIALS TESTING FOR THE PURPOSE OF ACCEPTANCE SHALL BE PERFORMED IN ACCORDANCE WITH THESE SPECIFICATIONS BY AN INDEPENDENT CERTIFIED TESTING LABORATORY UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW MEXICO. 19.IF ANY ARCHAEOLOGICAL REMAINS OR ARTIFACTS ARE FOUND DURING IF ANY ARCHAEOLOGICAL REMAINS OR ARTIFACTS ARE FOUND DURING CONSTRUCTION, WORK IN THE VICINITY OF THE FINDING SHALL CEASE AND THE OFFICE OF CULTURAL AFFAIRS HISTORIC PRESERVATION DIVISION SHALL BE NOTIFIED IMMEDIATELY. (505.827.6320) 20. IF ANY UNMARKED HUMAN REMAINS ARE FOUND DURING CONSTRUCTION, WORK IN THE VICINITY OF THE FINDING SHALL CEASE AND THE OFFICE OF THE MEDICAL INVESTIGATOR AND THE STATE POLICE SHALL BE NOTIFIED IMMEDIATELY. 21. CONTRACTOR SHALL PROTECT ALL EXISTING SITE FEATURES THAT ARE TO CONTRACTOR SHALL PROTECT ALL EXISTING SITE FEATURES THAT ARE TO REMAIN, FROM DAMAGE DURING ALL PROJECT WORK.

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22. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL SURVEY MARKERS/BENCHMARKS, AND ALL COSTS ASSOCIATED WITH REESTABLISHING ANY SUCH MONUMENTS. ALL MONUMENTS SHALL BE REESTABLISHED BY A LICENSED SURVEYOR 23. ALL WATER OUTAGES MUST BE PRE APPROVED AND SCHEDULED WITH THE NMSU OFFICE OF FACILITIES SERVICE'S PLUMBING SHOP (575.646.7112). 24. ALL SALVAGEABLE WATER SYSTEM PIPE AND APPURTENANCES SHALL BE RETURNED TO THE OWNER IF SO REQUESTED. OTHERWISE CONTRACTOR IS RESPONSIBLE FOR DISPOSAL IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS AND ORDINANCES. 25. CONTRACTOR TO PROVIDE FITTINGS AS NECESSARY TO MAINTAIN ALIGNMENT TO THE BEST EXTENT POSSIBLE. 26. WHEN A SPECIFIC MANUFACTURER IS REFERENCED, CONTRACTOR MAY SUBMIT AN ALTERNATE MANUFACTURER TO BE APPROVED BY THE ENGINEER AS AN "EQUAL". 27. CAPPING AND ABANDONING OF EXISTING WATER LINES TO BE INCIDENTAL TO THE INSTALLATION OF NEW WATER LINES. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL SIGNAGE. ANY REMOVED OR DAMAGED SIGNS MUST BE REPLACED TO PRE-CONSTRUCTION CONDITION OR BETTER. 29. CONTRACTOR TO RETURN EXISTING TOPOGRAPHY TO MATCH EXISTING CONDITIONS. THIS INCLUDES, BUT IS NOT LIMITED TO DITCHES, ARROYOS, FLOWLINES & LANDSCAPING.

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%%uGENERAL DRAWING SYMBOLS%%u

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DRAWING NUMBER WHERE DETAILED

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SECTION LETTER

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DRAWING NUMBER WHERE DETAILED

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DETAIL NUMBER

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* IF SECTION, OR DETAIL IS DRAWN ON THE SAME SHEET THAT IT IS TAKEN FROM, THE SHEET NUMBER IS REPLACED WITH A HYPHEN. -IF THE SECTION IS REFERENCED ON MULTIPLE SHEETS, THE SHEET NUMBER SHOWN INDICATES THE FIRST SHEET THE SECTION IS TAKEN FROM.

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03/17/14

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DEFINED CONTRACTOR STAGING AREA

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12/18/13

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FIELD PIPELINE REALIGNMENT

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03/17/14

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%%UREVIEWED BY:

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%%UPROJECT NO:

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REVISIONS

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NOTICE OF EXTENDED PAYMENT PROVISION: THIS CONTRACT ALLOWS THE OWNERS TO MAKE PAYMENT WITHIN 45 DAYS AFTER SUBMISSION OF AN UNDISPUTED REQUEST FOR PAYMENT

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DRAWING

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SHEET

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AS NOTED

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20160335

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COMMENT

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DATE

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SPRINKLER SYSTEM DESIGN CRITERIA

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1. IRRIGATED AREA = 263,300 FT² 2. NUMBER OF ZONES = 8 3. MAX. ESTIMATED DAILY IRRIGATION RATE = 0.33 IN/DAY 4. SPRINKLER HEAD RAIN BIRD 8005-55-29 5. MINIMUM SYSTEM PRESSURE = 60 PSI 6. MINIMUM SPRINKLER HEAD FLOWRATE = 26.7 GPM 7. MINIMUM FULL CIRCLE IRRIGATION RATE = 0.55 IN/HR 8. MINIMUM HALF CIRCLE IRRIGATION RATE = 1.11 IN/HR 9. MAX. DAILY IRRIGATION TIME = 4.8 HRS 10. MAX DAILY IRRIGATION VOLUME = 71,450 GAL 11. MAX ALLOWABLE PIPE VELOCITY = 5 FT/S

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12. SPRINKLER SYSTEM BOOSTER PUMP DUTY POINT = 267 GPM @ 97 FT TDH 13. BOOSTER PUMP: GRUNDFOS CR45-2-1, 14.75 HP PUMP

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HEADS PER SPRINKLER ZONE

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CONSTRUCTION KEYED NOTES

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INSTALL NEW SCH 40 PVC IRRIGATION LINE, SEE PLAN FOR SIZE AND DETAIL 1, DWG C3

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INSTALL NEW RAINBIRD 8005-SS-29, FULL CIRCLE SPRINKER HEAD ON RAINBIRD SWING JOINT. SEE DETAIL 5, DWG C4.

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INSTALL NEW TAINBIRD 8005-SS-29-, HALF CIRCLE SPRINKLER HEAD ON RAINBIRD SWING JOINT. SEE DETAIL 5, DWG C4.

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INSTALL NEW 3" BRASS AUTOMATIC CONTROL VALVE, RAINBIRD MODEL 300-BPE , INSIDE RAINBIRD VB-STD VALVE BOX. SEE DETAIL 4, DWG C2.

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EXISTING STREET LIGHT, TO REMAIN.

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EXISTING IRRIGATION VALVE, TO REMAIN.

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EXISTING SPRINKLER HEAD, TO REMAIN. TYP.

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EXISTING SEWER LINE

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EXISTING WATER VALVE

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EXISTING WATERLINE, TO REMAIN.

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FUTURE 8" WIDE CONCRETE MOVE STRIP. DO NOT INSTALL SPRINKLER HEADS WITHIN 10" OF EXISTINING EDGE OF WALKING PATH.

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EXISTING ASPHALT WALKING PATH TO REMAIN.

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CALL BEFORE YOU DIG

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ENB

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AS NOTED

VALVE BOX (4" AND LARGER)

IRRIGATION VALVE BOX DETAIL

TYPICAL PIPE TRENCH DETAIL

SPRINKLER HEAD DETAIL

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COMPACTED FILL

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SMOOTH FINISH

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PAVED AREA

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2" MIN. CLEARANCE

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CENTER BOX & ALIGN VERT. OVER OPERATING NUT

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RESILIENT WEDGE GATE VALVE

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VALVE BOX, CAST IRON 5-1/4" MIN. BARREL, SCREW-TYPE

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4"x2"x6" CMU BLOCK

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COVER MARKED IRRIGATION

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3000 PSI CONC. SET FLUSH WITH FINISHED GRADE.

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TRANSMISSION MAIN PIPE

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(TYP.)

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C2

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NOTE: 1.SUPPORT AND STABILIZATION OF TRENCH WALLS MAY BE NECESSARY. SUPPORT AND STABILIZATION OF TRENCH WALLS MAY BE NECESSARY. SEE TRENCHING, BACKFILLING AND COMPACTING SPECIFICATION. 2.ENGINEERED FILL SHALL BE REQUIRED FOR PIPE BASE AND PIPE ZONE ENGINEERED FILL SHALL BE REQUIRED FOR PIPE BASE AND PIPE ZONE WHEN COHESIVE SOILS ARE ENCOUNTERED. 3.INCREASE MINIMUM BURY AS NEEDED TO ACCOMODATE SLIGHT INCREASE MINIMUM BURY AS NEEDED TO ACCOMODATE SLIGHT VARIATIONS IN GRADE AND AVOID CREATING HIGH POINTS IN PIPELINE.

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WARNING/TRACING TAPE 18" FROM FINISHED GRADE

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C2

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VALVE SUPPORT, SEE DETAIL 3, THIS SHEET.

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NATIVE UNDISTURBED SOIL

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C2

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RAIN BIRD 300-BPE

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WIRE, COILED

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REMOTE CONTROL VALVE:

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FINISH GRADE/TOP OF MULCH

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ID TAG: RAIN BIRD VID SERIES

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VALVE BOX WITH COVER:

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WATERPROOF CONNECTION:

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RAIN BIRD SPLICE-1 (1 OF 2)

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RAIN BIRD VB-STD WITH

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BRICK (1 OF 4)

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30-INCH LINEAR LENGTH OF

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DUCTILE IRON 90%%d EL

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MAINLINE PIPE

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DUCTILE IRON COUPLING

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DUCTILE IRON SERVICE TEE

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PVC REDUCING MALE ADAPTER

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3.0-INCH MINIMUM DEPTH OF

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3/4-INCH WASHED GRAVEL

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PVC LATERAL PIPE

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6-INCH EXTENSION

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DUCTILE IRON NIPPLE

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(4-INCH LENGTH)

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-PRS-D

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WITH BSP THREADS

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STANDARD VALVE BOX DIMENSIONS

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MIN.6" CLASS II 6" CLASS II ROAD BASE

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COMPACTED NATIVE SOILS

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FINISHED GRADE

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EZ ROLL GRASS PAVER CONTINUOUS LAYER, FILLED WITH PLANTING SOIL IN DRIVING LANES.

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"SEED" PLANTING LEVELS

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(2) 2'0"x2'0" SQUARES OF GRASS PAVER CENTERED OVER SPRINKLER HEAD FILLED WITH SOIL. TRIM AS NEEDED TO INSTALL OVER SPRINKLER HEADS.

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RAINBIRD ROTOR POP-UP SPRINKLER: 8005-SS-29, RECESS 3" BELOW GRADE

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PRE-FABRICATED SWING JOINT: RAIN BIRD TSJ-100-PRS WITH 70 PSI PRESSURE REGULATOR

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LATERAL PIPE, SEE PLAN FOR SIZE

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PVC SCH 40 TEE OR ELL

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RAINBIRD 8005 SOD CUP KIT INSTALLED ON SPRINKLER HEAD. TOP OF SOD CUP SHALL BE 1" BELOW FINISHED GRADE.

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NOTE: GRASS PAVERS SHALL BE NDS : GRASS PAVERS SHALL BE NDS EZ-ROLL GRASS PAVER INSTALLED PER MANUFACTURER'S RECOMMENDATIONS FOR THE 'RECESSED PLANTING PROFILE'

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RPR

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AS NOTED

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INSTALL 4"X4"X4" PVC TEE IN EXISTING 4" WATERLINE, FIELD VERIFY EXACT LOCATION AND DEPTH

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INSTALL 4"X6" PVC REDUCER

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EXISTING 10HP BOOSTER PUMP, CONCRETE PAD AND SHADE STRUCTURE

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INSTALL 6" SCH. 40 PVC REDUCER

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INSTALL 4" SCH. 40 PVC REDUCER

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EXISTING CHAIN LINK FENCE TO REMAIN

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EXISTING 4" BACKFLOW PREVENTER TO REMAIN

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CONCRETE PAD TO REMAIN

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3'-6" SQUARE BY 1'-6" DEEP CONCRETE FOUNDATION WITH (4) #4 BARS O.C.E.W. TOB AND BOTTOM MAT, 3" CLEAR COVER, TYP. PROVIDE 12" SUBGRADE PREP., COMPACT TO 95% ASTM D1557.

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4" PVC 90° BEND,TYP. OF TWO

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INSTALL NEW 15HP GRUNDFOS CR 45-2 BOOSTER PUMP, ANCHOR TO PAD PER MANUFACTURER RECOMMENDATIONS

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4"X3" PVC REDUCER, TYP. OF TWO

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3" DI 90° BEND, TYP. OF TWO

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MJ DI/PVC COUPLING, TYP. OF TWO

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3" DI PIPE SPOOL, TYP.

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MUELLER SERIES 2360 SERIES, 3" RESILIENT WEDGE GATE VALVE, FLXFL, OR EQUAL

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SHADE STRUCTURE, CONSTRUCT FRAME OF 1"X1"X " STEEL 316" STEEL TUBING, WELD ALL AROUND EACH JOINT, COVER TOP AND BACK WITH STEEL R-PANEL FASTENED TO FRAME WITH TEK SCREWS, PAINT FINISHED STRUCTURE TO MATCH ADJACENT BOOSTER PUMP SHADE STRUCTURE

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WELD 1"X1"X " STEEL TUBING CROSS BRACING, 316" STEEL TUBING CROSS BRACING, ONE SIDE AND BACK OF SHADE STRUCTURE

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6" PVC

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6" PVC

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6" PVC

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6" PVC

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6" PVC

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6" PVC

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6" PVC

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6" PVC

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SPRINKLER HEAD INSTALLED ON RAINBIRD SWING JOINT, TYP.

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CONTROL VALVE AND BOX, SEE DETAIL X, DWG C4, TYP. OF 8

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6" PVC

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6" PVC

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6" PVC

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4" PVC

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4" PVC

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4" PVC

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4" PVC

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6" SCH. 40 90° BEND

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6"X6"X6" SCH. 40 TEE

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6" SCH. 40 90° BEND

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4"X4"X4" CROSS, (2) 3"X4" REDUCERS

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6" PVC

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6" PVC

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4" SCH. 40 90° BEND

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4" SCH. 40 90° BEND

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4" SCH. 40 90° BEND

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4" PVC

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4" PVC

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4" PVC

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4" PVC

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4" PVC

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4" PVC

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4" PVC

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4" PVC

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4" SCH. 40 90° BEND

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3" SCH. 40 90° BEND

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3" PVC

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3" PVC

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3" PVC

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3" PVC

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3" PVC

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4" PVC

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3"X4" REDUCER

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4" PVC

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3" PVC

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3" PVC

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4" PVC

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3" PVC

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3"X4" REDUCER

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3"X4" REDUCER

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4" PVC

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4" PVC

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EXISTING CHAINLINK FENCE TO BE REMOVED AND REPLACED AS NECESSARY FOR INSTALLATION OF IRRIGATION LINES

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BOOSTER PUMP PLAN

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BOOSTER PUMP ELEVATION

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SHADE STRUCTURE ANCHOR DETAIL

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C2

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HEADER AND VALVE PLAN

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