B08_140P2018R0054-Att2_CACO_206869B_Combined_Dwgs_180625.pdf
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- 140P2018R0054
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GENERAL NOTES:
1. THE PROPOSED WORK INCLUDES THE FOLLOWING COMPONENTS: DEMOLITION OF THE EXISTING FEE BOOTH AND UNDERGROUND ELECTRIC LINE; REMOVAL OF PARKING
LOT, PORTION OF PROVINCE LANDS ROAD, AND PORTION OF PARK ENTRANCE ROAD; AND CONSTRUCTION OF NEW PARKING LOT, SECTION OF PROVINCE LANDS ROAD, AND SECTION PARK ENTRANCE ROAD. THE WORK SHALL ALSO INCLUDE CONSTRUCTION OF A NEW FEE BOOTH, VAULT TOILET STRUCTURE AND DUCT BANK, ALONG WITH SITE PLANTINGS, SALVAGE OF SPECIFIED SITE COMPONENTS, TEMPORARY SAFETY/SECURITY FACILITIES, SITE GRADING, EROSION CONTROL, AND SITE RESTORATION. THE WORK SHALL ALSO INCLUDE OTHER ASSOCIATED COMPONENTS THAT ARE IDENTIFIED SPECIFICALLY IN THE CONTRACT DOCUMENTS BUT NOT LISTED ABOVE.
2. TOPOGRAPHIC SURVEY WAS PERFORMED BY OUTERMOST LAND SURVEY INC. OF BREWSTER, MA IN SEPTEMBER 2017. BASE MAPPING WAS PREPARED BY OUTERMOST IN OCTOBER 2017. ADDITIONAL SURVEY WAS PERFORMED BY OUTERMOST IN JANUARY 2018 TO EXTEND THE SURVEY LIMITS AT THE SOUTHERN ENTRANCE ROAD, AND THE NORTH AND SOUTH SIDES OF PROVINCE LANDS ROAD. SURVEY WORK WAS PERFORMED IN US SURVEY FEET AND TOPOGRAPHIC MAPPING WAS TIED TO NORTH
AMERICAN DATUM OF 1983 (NAD83) AND NORTH AMERICAN VERTICAL DATUM (NAVD88).
3. THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE. THE EXACT SIZE, LOCATION, AND TYPE OF EXISTING UTILITIES IN THE AREA ARE NEITHER INTENDED NOR IMPLIED. THE CONTRACTOR IS RESPONSIBLE FOR MAKING FIELD INVESTIGATIONS AND OBTAINING FORMATION FROM UTILITY COMPANIES AND INDIVIDUALS TO DETERMINE EXACT LOCATION AND ELEVATIONS OF ALL SUBSURFACE UTILITIES AND STRUCTURES. CONTRACTOR SHALL NOTIFY DIG-SAFE BEFORE PROCEEDING WITH
WORK (MINIMUM 72 HOUR ADVANCE NOTICE).
4. FEMA FIRM MAP NUMBERS 25001C0111J AND 25001C0112J SHOW THE PROJECT AREA IS SUBJECT TO ZONE AE (EL. 12) AND ZONE VE (EL. 14). ZONE AE (EL. 12) AND ZONE VE (EL. 14) ARE SHOWN ON EXISTING CONDITIONS PLAN ON THE 12' AND 14' CONTOURS RESPECTIVELY.
5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION METHODOLOGY AND SCHEDULE FOR CONSTRUCTION OF THE PROPOSED PARKING LOT, PROPOSED ROADWAY, SITE DEMOLITION, SITE GRADING AND RELATED FEATURES FOR APPROVAL BY THE CONTRACTING OFFICER.
6. STABILIZED CONSTRUCTION ENTRANCES SHALL BE USED AT ACCESS POINTS FOR ALL NON-PAVED STAGING AREAS.
7. CONTRACTOR SHALL COMPLETE WORK ACTIVITIES ONLY WITHIN THE DEPICTED LIMITS OF WORK (LOW). CONTRACTOR SHALL AVOID DISTURBANCES OUTSIDE THE DEPICTED LIMITS OF DISTURBANCE (LOO) AND SHALL PROTECT EXISTING VEGETATION OUTSIDE OF LOO.
8. CONTRACTOR SHALL REMOVE AND SALVAGE/OR DISPOSE AND OF EXISTING SIGNS AND FENCING WITHIN THE PROJECT AREA PER THE DIRECTION OF THE GOVERNMENT.
9. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS IN RELEVANT PERMITS, INCLUDING THOSE ISSUED BY THE U.S. ARMY CORPS OF ENGINEERS, U.S.
ENVIRONMENTAL PROTECTION AGENCY, THE COMMONWEALTH OF MASSACHUSETIS DEPARTMENT OF ENVIRONMENTAL PROTECTION, THE TOWN OF PROVINCETOWN
CONSERVATION COMMISSION, AND ANY OTHER PERMITS, AS APPLICABLE.
10. THE CONTRACTOR SHALL USE CAUTION TO MINIMIZE DISTURBANCES, POTENTIAL EROSION AND SEDIMENTATION BY PROPERLY INSTALLING AND MAINTAINING EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES THROUGHOUT THE CONSTRUCTION PERIOD.
11. REQUIRED EROSION AND SEDIMENTATION CONTROL SHOWN ON THE PLAN IS APPROXIMATE. ACTUAL TYPE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL INSTALL PROPOSED EROSION CONTROL DEVICES PRIOR TO CONSTRUCTION ACTIVITY AND SHALL BE RESPONSIBLE FOR THEIR MAINTENANCE, REPOSITIONING AND REMOVAL THROUGHOUT THE DURATION OF CONSTRUCTION.
12. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO ADJACENT SITE FEATURES AND NEARBY STRUCTURES DURING DEMOLITION. ALL DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE AND APPROVED BY THE CONTRACTING OFFICER. ALL BITUMINOUS ASPHALT PAVEMENT DAMAGED BY DEMOLITION ACTIVITIES NOT SPECIFICALLY PROPOSED TO BE REMOVED AND DISPOSED SHALL BE RESTORED AS DIRECTED BY THE CONTRACTING OFFICER AT NO
ADDITIONAL EXPENSE TO THE GOVERNMENT.
13. ALL AREAS AND UTILITIES DISTURBED BY THE CONTRACTOR BEYOND THE LIMITS OF DISTURBANCE SHALL REQUIRE PRIOR AUTHORIZATION FROM THE CONTRACTING
OFFICER AND SHALL BE RESTORED AT NO ADDITIONAL COST TO THE OWNER.
14. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES WHICH OCCUR DURING THE PROCESS OF CONDUCTING THE WORK.
15. THE CONTRACTOR SHALL MINIMIZE DUST DURING THE CONSTRUCTION, BY SUCH MEANS AS PERIODIC WATERING OF DUST GENERATING SURFACES, STREET SWEEPING
AND AS OTHERWISE APPROVED OR DIRECTED BY THE CONTRACTING OFFICER.
16. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT DAMAGE TO THE WORK AREA OR EQUIPMENT BY HIGH WATER OR BY STORMS. IF APPLICABLE, CONTRACTOR SHALL CONSULT LOCAL TIDE CHARTS TO SCHEDULE SENSITIVE WORK DURING TIMES OF LOWER PERIOD TIDES. THE CONTRACTING OFFICER MAY PROHIBIT THE CARRYING OUT OF WORK AT ANY TIME WHEN IN HIS/HER JUDGEMENT HIGH WATERS OR STORM CONDITIONS ARE UNFAVORABLE OR UNSUITABLE, OR AT ANY TIME REGARDLESS OF THE WEATHER WHEN PROPER PRECAUTIONS ARE NOT BEING TAKEN TO SAFEGUARD PREVIOUSLY CONSTRUCTED WORK OR WORK IN PROGRESS. IN CASE OF DAMAGE CAUSED BY FAILURE OF THE CONTRACTOR TO TAKE ADEQUATE PRECAUTIONS, THE CONTRACTOR SHALL REPORT OR REPLACE EQUIPMENT/WORK DAMAGED AND SHALL MAKE SUCH REPAIRS OR REBUILD PARTS OF THE DAMAGED WORK AS DIRECTED BY THE CONTRACTING OFFICER AT NO ADDITIONAL COST.
17. THE CONTRACTOR SHALL SUBMIT A PROPOSED STAGING PLAN TO THE CONTRACTING OFFICER FOR APPROVAL. PROPOSED LOCATIONS OF STAGING AREA ARE SHOWN ON PLAN SHEETS. FINAL STAGING AREAS SHALL BE IDENTIFIED IN CONTRACTOR'S STAGING PLAN FOR APPROVAL. AT A MINIMUM, THE STAGING PLAN SHALL IDENTIFY STAGING AREA LOCATIONS, CONSTRUCTION ACCESS, EROSION CONTROL MEASURES, EROSION CONTROL DETAILS, REFUELING SITE DETAILS, AND STABILIZED CONSTRUCTION ENTRANCE DETAILS. THE CONTRACTOR SHALL RESTORE STAGING AREAS PRIOR TO THE PROJECT COMPLETION.
18. STOCKPILE MATERIALS SHALL BE PLACED IN THE PARKING LOT OR IN OTHER DISTURBED AREAS WITHIN LOO TO AVOID IMPACTING ANY FEATURES UNNECESSARILY.
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING MATERIAL STORAGE AND EQUIPMENT AREAS, FIELD OFFICE (IF USED), AND EARTHEN MATERIAL HANDLING AREAS, ALL WITHIN THE DESIGNED LIMIT OF WORK AREA AND APPROVED BY THE CONTRACTING OFFICER.
20. THE CONTRACTOR SHALL SECURE THE WORK SITE FROM UNAUTHORIZED PERSONNEL WITH TEMPORARY CONSTRUCTION FENCING OR BARRIERS.
21. THE CONTRACTOR SHALL REMOVE AND CLEAR ALL ABANDONED STRUCTURES, EQUIPMENT AND MATERIALS PRIOR TO COMMENCING DEMOLITION ACTIVITIES.
22. THE CONTRACTOR SHALL COVER AND SECURE WORK AREA AND EXCAVATIONS DURING PERIODS OF NON-WORK .
23. THE CONTRACTOR SHALL SAWCUT AT ALL MATCH POINTS, EXISTING TO FINISHED SURFACES (E.G. SIDEWALK, PAVEMENT, CURB, ETC.).
24. THE CONTRACTOR SHALL POST 'NO TRESPASSING", 'NO ENTRY", AND "CONSTRUCTION ZONES" SIGNS ON EACH FACE OF FENCING AND BARRIERS.
25. DERIVED WASTE SHALL BE REMOVED AND DISPOSED IN ACCORDANCE WITH FEDERAL AND STATE REGULATIONS. EXISTING PAVEMENT SHALL BE SWEPT CLEAN OR RESTORED TO EXISTING CONDITIONS BY OTHER MEANS TO THE SATISFACTION OF THE CONTRACTING OFFICER.
26. THE REFUELING SITE SHALL ONLY BE WITHIN PAVED AREAS OR DESIGNATED STAGING AREAS APPROVED BY THE CONTRACTING OFFICER. REFUELING SITE SHALL BE USED ONLY FOR CONSTRUCTION VEHICLES. THE FUEL MUST BE TRANSPORTED TO THE SITE DAILY. NO FUEL IS TO BE STORED ON SITE. PROPER SPILL CONTROL SHALL BE KEPT ON SITE. MEASURES SHALL BE EMPLOYED TO PREVENT OR CONTROL SPILLS OF FUELS, LUBRICANTS, OR OTHER CONTAMINANTS.
27. IF DURING CONSTRUCTION, PREVIOUSLY UNDISCOVERED ARCHAEOLOGICAL RESOURCES ARE UNCOVERED, ALL WORK IN THE IMMEDIATE VICINITY OF THE DISCOVERY SHALL BE HALTED UNTIL THE RESOURCES ARE IDENTIFIED AND DOCUMENTED. THE GOVERNEMNT SHALL INSTRUCT/PROVIDE CONTRACTOR WITH APPROPRIATE MITIGATION STRATEGY WHICH SHALL BE DEVELOPED IN CONSULTATION WITH THE MASSACHUSETTS STATE HISTORIC PRESERVATION OFFICER (SHPO).
28. WORK HOURS SHALL BE 7:00 AM TO 5:00 PM MONDAY THROUGH FRIDAY, WITH SATURDAY WORK UPON PRIOR APPROVAL BY THE CONTRACTING OFFICER. NO WORK OUTSIDE THESE HOURS SHALL BE PERMITTED WITHOUT APPROVAL FROM THE TOWN OF PROVINCETOWN AND THE CONTRACTING OFFICER.
29. INSTALLATION OF PLANTINGS SHALL OCCUR DURING THE PERIOD OF NOVEMBER 15 TO APRIL 15.
30. ALL DISTURBED EARTHEN AREAS SHALL BE REPLANTED WITH INDIGENOUS SPECIES. JUTE MATTING SHALL BE USED ON ALL SLOPES STEEPER THAN 3:1.
31. NO EARTHWORK CONSTRUCTION SHALL OCCUR BETWEEN APRIL 15 AND AUGUST 30 TO AVOID THE SPADEFOOT TOAD BREEDING SEASON AND MINIMIZE ACTIVITY DURING
THE BOX TURTLE ACTIVE SEASON.
32. CONTRACTOR SHALL CONDUCT DAILY VISUAL SWEEPS OF THE CONSTRUCTION LIMITS FROM APRIL THROUGH NOVEMBER AND RELOCATE ANY FOUND BOX TURTLES TO BEYOND THE CONSTRUCTION LIMITS. THESE ACTIVITIES SHALL BE CONDUCTED UNDER THE SUPERVISION OF THE NATIONAL PARK SERVICE (NPS) WILDLIFE BIOLOGIST.
33. CONSTRUCTION EQUIPMENT SHALL BE RESTRICTED TO PAVED SURFACES WHERE PRACTICABLE TO AVOID IMPACTS ON NATURAL RESOURCES, INCLUDED SPADEFOOT TOAD
AND BOX TURTLE HABITAT.
EROSION CONTROL NOTES:
1. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT FOR ACCEPTANCE A GENERAL WORK SCHEDULE AND PLAN WHICH INDICATES PLANNED IMPLEMENTATION OF TEMPORARY AND PERMANENT SOIL EROSION AN SEDIMENTATION CONTROL MEASURES, INCLUDING SHUTDOWN PROCEDURES FOR WINTER AND
OTHER WORK INTERRUPTIONS.
2. SEDIMENTATION AND EROSION CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. SEDIMENTATION DEVICES SHALL BE FURNISHED, INSTALLED, AND MAINTAINED AS SHOWN ON THE PLANS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL
PREVENT THE DISCHARGE AND MIGRATION OF SEDIMENT FROM THE SITE.
3. THE LIMIT OF WORK AREA MUST BE STRICTLY ADHERED TO IN ALL AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING AREAS OUTSIDE OF THE PROJECT LIMIT OF DISTURBANCE WHICH ARE IMPACTED BY CONSTRUCTION OPERATIONS AT HIS/HER OWN EXPENSE. SUCH AREAS INCLUDES THOSE
WHERE VEHICLES, EQUIPMENT, AND MATERIALS ARE STORED.
4. HAY BALES SHALL NOT BE USED FOR EROSION CONTROL. STRAW WATTLES MUST HAVE BIODEGRADABLE
WRAP.
5. ALL SILT FENCE, STRAW WATTLE, OR TEMPORARY PROTECTION SHALL REMAIN IN PLACE UNTIL AN ACCEPTABLE STAND (90%} OF GRASS OR APPROVED GRADE COVER IS ESTABLISHED. IF NEEDED, TEMPORARY SEEDING MAY BE USED TO MINIMIZE EROSION.
6. THE CONTRACTOR MUST REPAIR AND/OR RE-PLANT ANY AREAS THAT DO NOT DEVELOP WITHIN THE PERIOD
OF ONE YEAR.
7. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING DRAINAGE AND RUNOFF
FILOW DURING STORMS AND PERIODS OF RAINFALL THROUGHOUT THE WORK AREA.
8. SEDIMENTATION AND EROSION CONTROL DEVICES SHALL BE INSPECTED WEEKLY AND MAINTAINED PROMPTLY
BY THE CONTRACTOR.
9. WHERE SILT SACKS AND SILT FENCES ARE USED AT CATCH BASINS, THEY SHALL BE REMOVED AT THE END OF WORK AT THAT SITE OR AS DIRECTED BY THE CONTRACTING OFFICER IN ORDER TO PREVENT CLOGGING OF THE INLET. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE/DISPOSE OF EXCESS SILT THAT HAS
BEEN DEPOSITED AND/OR TRAPPED BY EROSION CHECKS AND SILT FENCING.
10. EROSION CONTROL INSPECTIONS SHALL OCCUR WITHIN 24 HOURS OF RAINFALL EVENTS TOTALING 0.25
INCHES OR MORE WITHIN A 24-HOUR PERIOD.
11. THE CONTRACTOR SHALL PROVIDE DUST CONTROL (E.G., WATER (CALCIUM CHLORIDE NOT PERMIITTD)) TO MINIMIZE DUST ONSITE DURING CONSTRUCTION. THE FREQUENCY AND APPLICATION RATES FOR DUST
CONTROL SHALL BE COORDINATED BETWEEN THE CONTRACTOR AND CONTRACTING OFFICER.
12. THE CONTRACTOR SHALL PROVIDE STABILIZED CONSTRUCTION ACCESS/EGRESS AT ALL VEHICULAR POINTS
OF EXIT FROM WORK SITE.
DEMOLITION AND UTILITY NOTES:
1. THE WORK ZONE SHALL BE AS DELINEATED ON THE DRAWINGS. WORK ACTIVITIES AND EQUIPMENT ARE LIMITED TO THE AREA WITHIN THE LIMITS OF DISTURBANCE, UNLESS AUTHORIZED BY THE CONTRACTING
OFFICER.
2. THE CONTRACTOR SHALL FIELD STAKE THE DEMOLITION WORK ZONE WITH CAUTION TAPING AND TEMPORARY SIGNAGE FOR THE DURATION OF THE DEMOLITION WORK TO INFORM ALL CONSTRUCTION PERSONNEL AND
OPERATORS OF THE EQUIPMENT OF WORK LIMITS SPECIFIED HEREIN.
3. CONTRACTOR SHALL REMOVE AND STOCKPILE JERSEY BARRIERS (APPROXIMATELY 80) AT THE NPS NORTH MAINTENANCE YARD, RACE POINT ROAD, PROVINCETOWN, OR AT LOCATION AS OTHERWISE DIRECTED BY THE
CONTRACTING OFFICER.
4. CONTRACTOR SHALL REMOVE ALL ASPHALT PAVEMENT AND OTHER DEBRIS FROM THE EXISTING PARKING LOT SCAITTRED ON THE BEACH. STOCKPILE AT LOCATION AS DIRECTED BY THE CONTRACTING OFFICER.
5. ALL UTILITIES, CONCRETE WALKWAYS/PLAZAS, FOUNDATION, REMNANT PIPING AND CONDUIT, AND SURFACE FEATURES SHALL BE REMOVED IN THEIR ENTIRETY OR AS OTHERWISE SHOWN ON THE DRAWINGS. NO MATERIALS SHALL BE ABANDONED IN PLACE EXCEPT AS NOTED ON THE DRAWINGS AND/OR REQUIRED BY
THE CONTRACTING OFFICER.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE GOVERNMENT AND LOCAL MUNICIPALITIES TO DECOMMISSION ALL UTILITIES PRIOR TO DEMOLITION AS NEEDED, AND/OR AS OTHERWISE
SHOWN ON THE DRAWINGS.
ACCESSIBILITY NOTES:
1. THIS IS A FEDERAL SITE WHICH IS UNDER THE ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS
(ABAAS). ALL PRODUCTS SHALL BE REQUIRED TO MEET ABAAS. SEE WWW.ACCESS-BOARD.GOV/
GUIDELINES-AND-STANDARDS/BUILDINGS-AND-SITES/ ABOUT-THE-ASA-STANDARDS/ ASA-STANDARDS.
EXISTING
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PROPOSED
LEGEND
DESCRIPTION
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
FEMA FLOOD HAZARD AREA AE ZONE
FEMA FLOOD HAZARD AREA VE ZONE
MEAN HIGH WATER
EXISTING FENCE
UNDERGROUND ELECTRIC LINE
CATCH BASIN
CONCRETE BARRIER
EXISTING SLOPE
SEWER MANHOLE
SPEED BUMP
EXISTING SIGN
EXISTING BUILDING
EXISTING PAVEMENT
EXISTING CONCRETE
EXISTING STONE
EXISTING MOB! MAT
BORING LOCATION
DCP TEST LOCATION
EXISTING HIGHWAY BOUND
SURVEYOR'S BENCHMARK
DESCRIPTION
PROPOSED CONTOURS
---- LOW---- LIMIT OF WORK
----SF---- SILT FENCE EROSION CONTROL
- - - - - - - LIMIT OF DISTURBANCE
10+00 ---------- PROPOSED ROAD CENTERLINE
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---------- SPLIT-RAIL FENCE
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--- X -- X --- SAND FENCE
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PROPOSED SIGN
BIKE RACK
ASPHALT SPEED BUMP
RUBBER PARKING BLOCK
DENSE GRADE AGGREGATE (DGA) SURFACE
CONCRETE SURFACE
CLAYTON CARLISLE
PROFESSIONAL ENGINEER
MA UC NO. 45839
DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO.
M. KRACOV 609
@I.l•l•I GENERAL NOTES 138815
TECH. REVIEW: -
2068698
M. KRACOV
G 1 AND LEGEND PMIS/PKG NO.
� 34. ALL TEMPORARY SIGNAGE SHALL BE REMOVED AT THE COMPLETION OF WORK AND DELIVERED TO THE NPS NORTH MAINTENANCE YARD, RACE POINT ROAD, C. CARLISLE UPGRADE VISITOR ACCESS SHEET
-;;,- PROVINCETOWN, MA. DATE: AT HERRING COVE BEACH
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TYPICAL DUCT BANK CONSTRUCTION DETAIL
TYPICAL SPACER DETAIL
PRECAST POLYMER CONCRETE HANDHOLE INSTALLATION DETAIL
AutoCAD SHX Text
RECORD
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RECORD
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RECORD
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GAS
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ELECTRIC HHP-1& TELECOM HHT-1
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ELECTRIC HHP-2 & TELECOM HHT-2
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ELECTRIC HHP-3 TELECOM HHT-3
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ELECTRIC HHP-4 & TELECOM HHT-4
AutoCAD SHX Text FURNISH AND INSTALL THREE POLE 150 AMP BREAKER IN EXISTING PANEL TO ENERGIZE THE FEE BOOTH
AutoCAD SHX Text
INSTALL DUCT BANK IN PROPOSED ENTRANCE ROAD 5 FT WIDE SHOULDER
AutoCAD SHX Text CONNECT ELECTRIC AND TELECOM LINES VIA CONDUIT STUP-UP ON SIDE OF PROPOSED FEE BOOTH (REFER TO SHEET E-2)
AutoCAD SHX Text DE-ENERGIZE EXISTING ELECTRIC LINE REMOVE AND DISPOSE UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER (SEE NOTES 5 AND 6)
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ELECTRIC HHP-5 & TELECOM HHT-5
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PROPOSED REALIGNMENT OF ENTRANCE ROAD
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EXISTING GARAGE BUILDING
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PROPOSED DUCT BANK WITH THREE (3) 2" CONDUITS 1 ELECTRIC 1 TELECOM 1 SPARE
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CONNECT TO EXISTING ELECTRIC AND TELECOM LINES
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TOP OF CUT SLOPE (TYP.)
AutoCAD SHX Text CONTRACTOR SHALL EXCAVATE AND GRADE 5-FT WIDE SHOULDER AT EXISTING ROAD FOR DUCT BANK INSTALLATION
AutoCAD SHX Text
AutoCAD SHX Text E-1
AutoCAD SHX Text
CAUTION: APPROXIMATE LOCATION OF EXISTING PROPANE GAS LINE CROSSING
AutoCAD SHX Text
EXISTING PROPANE TANK
AutoCAD SHX Text REFER TO DETAIL ON SHEET E-2 FOR LOCATION OF EXISTING PANEL BOARD AND OTHER ELECTRICAL COMPONENTS
AutoCAD SHX Text 12"
AutoCAD SHX Text 16.5" min.
AutoCAD SHX Text 12"
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3" CONCRETE MINIMUM ALL AROUND
AutoCAD SHX Text 24"
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FINISHED GRADE
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36" TO TOP OF DUCTBANK.
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E = ELECTRIC (3 #2/0, AND 1 #6 G, 2" C)
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T = FUTURE TELECOM (W/PULL STRING, 2" C)
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S = SPARE (W/PULL STRING, 2" C)
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DUCT BANK LEGEND
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TRACER TAPE
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2"CONDUIT (TYPICAL)
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#6 REBARS (TYP.)
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4" BEDDING COURSE
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#6 REBAR AT 24" ON CENTER.
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SPACERS INSTALLED 5'-0" ON CENTER. (TYP)
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HIGH IMPACT PVC INTERMEDIATE SPACER
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HIGH IMPACT PVC BASE SPACER
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PVC CONDUIT
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NTS
AutoCAD SHX Text NOTES: : 1. ALL BASE AND INTERMEDIATE SPACERS TO ALL BASE AND INTERMEDIATE SPACERS TO BE INTERLOCKING TYPE. 2. ALL SPACERS TO MAINTAIN 3" SPACE WITH ALL SPACERS TO MAINTAIN 3" SPACE WITH 4" DUCTS. 3. ALL SPACERS TO BE CONSTRUCTED OF HIGH ALL SPACERS TO BE CONSTRUCTED OF HIGH IMPACT PVC. 4. ALL SPACERS TO BE INSTALLED AT 5'-0" ALL SPACERS TO BE INSTALLED AT 5'-0" CENTERS ALONG ENTIRE RUN. 5. ALL CONDUITS SHALL BE TYPE SCHED. 40 PVC. 6. MAINTAIN 12" DISTANCE BETWEEN ELECTRICAL AND OTHER UNDERGROUND PIPES INCLUDING TELECOM CONDUITS
AutoCAD SHX Text
AutoCAD SHX Text E-1
AutoCAD SHX Text NOTES: 1. ONLY RGS SHALL PENETRATE HANDHOLE. RGS SHALL BE FACTORY COATED WITH PVC.ONLY RGS SHALL PENETRATE HANDHOLE. RGS SHALL BE FACTORY COATED WITH PVC.
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NTS
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AutoCAD SHX Text E-1
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
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TYPICAL HANDHOLE COVER
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OPEN BOTTOM
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CONCRETE ENCASEMENT 3000 PSI AT 28 DAYS
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PVC
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RGS (NOTE 1)
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PVC
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CRUSHED ROCK FOR DRAINAGE
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PROVIDE PVC TO RIGID GALVANIZED STEEL (RGS) COUPLING
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PROVIDE PVC TO RIGID GALVANIZED STEEL (RGS) COUPLING
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RGS (NOTE 1)
AutoCAD SHX Text 10"
AutoCAD SHX Text 10"
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DUPLEX RECEPTACLE, GROUND FAULT
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GFCI,WP
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CIRCUIT INTERUPTER IN WEATHERPROOF
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DUPLEX RECEPTACLE, NEMA 5-20R.
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TEL/DATA OUTLET. PROVIDE CAT 6
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%%UELECTRICAL SYMBOL LEGEND
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CONDUIT, TURNING UP
AutoCAD SHX Text E
AutoCAD SHX Text E
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UNDERGROUND DUCT BANK WITH ELECTRICAL AND TELECOM CONDUITS.
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DENOTES HOMERUN FROM PANEL BOARD BD; CIRCUIT NUMBER 3.
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GROUND
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SINGLE POLE SWITCH, 120V, 20A.
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MOTOR
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BD:3
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CABLE IN 3/4" CONDUIT.
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ENCLOSURE, NEMA 5-20R.
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MOUNTED AT 48" AFF OF THE DOOR.
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PHOTOCELL TO BE SURFACE-MOUNTED
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PC
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OUTDOOR. COORDINATE LOCATION IN THE
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FIELD.
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MOTOR STARTER
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COMBINATION STARTER AND
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DISCONNECTING MEANS
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PANELBOARD, FLUSH MOUNTED
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JUNCTION BOX
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NON-FUSED DISCONNECT SWITCH
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FUSED DISCONNECT SWITCH
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SELF ENCLOSED CIRCUIT BREAKER DISC. SW.
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CB
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METER
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ELECTRICAL ONE-LINE SYMBOLOGY
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AutoCAD SHX Text 20A
AutoCAD SHX Text X
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80AT
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100AF
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OR
AutoCAD SHX Text LOW VOLTAGE CIRCUIT BREAKER (CB). RATING AND NO. OF POLES AS SHOWN. WHEN SPECIFIED TYPE, OTHER THAN MCCB, IS REQUIRED, X INDICATES TYPE.
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CURRENT TRANSFORMER (CT)
AutoCAD SHX Text CIRCUIT BREAKER FEATURES & OPTIONS: AF: AMP FRAME AT: AMP TRIP MCP: MOTOR CIRCUIT PROTECTOR (RATING PER CONNECTED LOAD)
AutoCAD SHX Text 1%%C, 3W
AutoCAD SHX Text 240/120V
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LP100
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PANELBOARD; NAME, VOLTAGE, PHASE, NUMBER OF WIRES WHEN INDICATED
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SURGE SUPPRESSION DEVICE OR TVSS
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SPD
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CT
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AL
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HOMERUN TO PANELBOARD A
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TO CIRCUIT BREAKER
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AMPERE INTERRUPTING CURRENT
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CKT
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CIRCUIT BREAKER
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CURRENT TRANSFORMER
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CIRCUIT
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APPROX.
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AWG
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AutoCAD SHX Text A.I.C.
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AFG
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CONDUIT
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AMERICAN WIRE GAUGE
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ABOVE FINISHED GRADE
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ALUMINUM
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APPROXIMATELY
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A, AMP
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AFF
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AC
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AMPERES
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ABOVE FINISHED FLOOR
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ABOVE COUNTER
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BKR
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CBL
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CABLE/FEEDER
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NUMBERS 1, AND 3
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CU
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ELECTRICAL METALLIC TUBING
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GROUND-FAULT CIRCUIT INTERRUPTER
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J-BOX
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KVA
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KW
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JUNCTION BOX
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KILOVOLT AMPERES
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KILOWATT
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JUNCTION
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EMT
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G, GND
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GFCI
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FLA
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GROUND
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FULL LOAD AMPERES
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DIA.
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DIAMETER
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COPPER
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LTG
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LIGHTING
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DISC.
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DISCONNECT
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KILO
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SHORT-CIRCUIT CURRENT
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GROUND SHORT-CIRCUIT CURRENT
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MOUNTING HEIGHT
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REC
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RGS
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PNL
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NPS
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PC
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NO.
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RIGID GALVANIZED STEEL
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RECEPTACLE
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PANELBOARD
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NATIONAL PARK SERVICE
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PHOTOCELL; PULL CHAIN
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NUMBER
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NEMA
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NEC
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N, NEUT.
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MIN.
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MAX.
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MANUFACTURERS ASSOCIATION
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NATIONAL ELECTRICAL CODE
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NATIONAL ELECTRICAL
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MINIMUM
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NEUTRAL
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MAXIMUM
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ON CENTER
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MCCB
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MOULDED CASE CIRCUIT BREAKER
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MH
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MANHOLE
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WP
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VAC
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SINGLE PHASE
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THREE PHASE
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NUMBER
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VOLTS, ALTERNATING
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WIRE
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WEATHERPROOF
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PHASE
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U, UG
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VA
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TYP
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SCH
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RM
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UNDERGROUND
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VOLT AMPERES
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VOLTS
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TYPICAL
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SCHEDULE
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ROOM
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SPD
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SURGE PROTECTION DEVICE
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SW
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SWITCH
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TVSS
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TRANSIENT VOLTAGE SURGE
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SUPPRESSOR
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CURRENT
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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AutoCAD SHX Text 138815
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J.J. AHOUNOU
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M. KRACOV
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C. CARLISLE
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JUNE 15, 2018
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UPGRADE VISITOR ACCESS
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AT HERRING COVE BEACH
AutoCAD SHX Text 206869B
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CLAYTON CARLISLE PROFESSIONAL ENGINEER MA LIC NO. 45839
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CAPE COD NATIONAL SEASHORE
AutoCAD SHX Text 6/15/2018 3:21:59 PM - KRACOV, MICHAEL - F:\PROJECT\2004294.073 Herring Cove Beach Parking Lot CD\DRAWINGS\CIVIL\10-ELECTRICAL PLAN - REVISED.dwg - KRACOV, MICHAEL - F:\PROJECT\2004294.073 Herring Cove Beach Parking Lot CD\DRAWINGS\CIVIL\10-ELECTRICAL PLAN - REVISED.dwg KRACOV, MICHAEL - F:\PROJECT\2004294.073 Herring Cove Beach Parking Lot CD\DRAWINGS\CIVIL\10-ELECTRICAL PLAN - REVISED.dwg - F:\PROJECT\2004294.073 Herring Cove Beach Parking Lot CD\DRAWINGS\CIVIL\10-ELECTRICAL PLAN - REVISED.dwg F:\PROJECT\2004294.073 Herring Cove Beach Parking Lot CD\DRAWINGS\CIVIL\10-ELECTRICAL PLAN - REVISED.dwg
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ELECTRICAL LEGEND,
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SITE PLAN AND DETAILS
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AutoCAD SHX Text NOTES: 1. AT ALL HANDHOLE (HH) LOCATIONS, PROVIDE SEPARATE HH'S FOR ELECTRIC(HHP) AND TELECOM(HHT). SPARE AT ALL HANDHOLE (HH) LOCATIONS, PROVIDE SEPARATE HH'S FOR ELECTRIC(HHP) AND TELECOM(HHT). SPARE CONDUIT TO BE ROUTED THROUGH HHT. STAGGER THE HH'S ALONG THE ALIGNMENT. 2. CONTRACTOR SHALL FIELD VERIFY EXISTING TELECOM LINE TYPE. CONTRACTOR SHALL FIELD VERIFY EXISTING TELECOM LINE TYPE. 3. COORDINATE WITH CONTRACTING OFFICER FOR EXISTING SITE UTILITY INFORMATION AND ACCESS TO BUILDINGS. COORDINATE WITH CONTRACTING OFFICER FOR EXISTING SITE UTILITY INFORMATION AND ACCESS TO BUILDINGS. 4. REFER TO THE ELECTRICAL SINGLE LINE DIAGRAM AND PANEL SCHEDULE ON DRAWING E-3. REFER TO THE ELECTRICAL SINGLE LINE DIAGRAM AND PANEL SCHEDULE ON DRAWING E-3. 5. DEMOLITION OF EXISTING ELECTRIC (10 AWG DIRECT BURIED CABLE) SHALL TAKE PLACE BETWEEN EXISTING FEE DEMOLITION OF EXISTING ELECTRIC (10 AWG DIRECT BURIED CABLE) SHALL TAKE PLACE BETWEEN EXISTING FEE BOOTH AND EXISTING GARAGE PANELBOARD. 6. DEMOLITION OF EXISTING TELECOM (18 AWG TWISTED PAIR CONDUCTOR DIRECT BURIED) SHALL TAKE PLACE DEMOLITION OF EXISTING TELECOM (18 AWG TWISTED PAIR CONDUCTOR DIRECT BURIED) SHALL TAKE PLACE BETWEEN EXISTING FEE BOOTH AND EXISTING TELEPHONE SERVICE BANK LOCATED AT GARAGE. 7. ALL UNDERGROUND CONDUITS SHALL BE TYPE PVC SCHEDULE 40 CONDUITS. ALL ABOVE GROUND CONDUITS ALL UNDERGROUND CONDUITS SHALL BE TYPE PVC SCHEDULE 40 CONDUITS. ALL ABOVE GROUND CONDUITS SHALL BE TYPE RIGID GALVANIZED STEEL (RGS). 8. ANY CHANGES TO PROPOSED REMOVAL OF EXISTING POWER AND TELEPHONE SERVICE SHALL BE MADE AT THE ANY CHANGES TO PROPOSED REMOVAL OF EXISTING POWER AND TELEPHONE SERVICE SHALL BE MADE AT THE DIRECTION OF THE CONTRACTING OFFICER.
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HORIZONTAL SCALE OF FEET
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%%UELECTRICAL SITE PLAN
1'-6" 1'-6"
EQ
EQ
EQ
EQ
ELECTRICAL PARTIAL PLAN
EXISTING GARAGE PLAN
BUILDING ELECTRICAL CONDUIT WALL PENETRATION DETAIL (TYP.)
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FEE BOOTH
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PC
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PHOTOCELL MOUNTED ON
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THE BUILDING SURFACE
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44"H X 14"W X 4"D RECESSED
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PANEL BD
AutoCAD SHX Text (60A MCB, 240/120V,1Ph, 3W+G; 18-POLE)
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FUTURE SECURITY PANEL
AutoCAD SHX Text J
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GFI, WP
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9'-0" AFF
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AutoCAD SHX Text B
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GFI, WP
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BD:5
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BD:5
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BD:9
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BD:2
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BD:4
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BD:2
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BD:4
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BD:6
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BD:6
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BD:6
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BD:7
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BD:8
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BD:8
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CONDUIT ENTRY
AutoCAD SHX Text GROUND ROD 3/4-IN. x 10-FT COPPER CLAD (TYPICAL)
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#4/0 BARE COPPER GROUND LOOP
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AutoCAD SHX Text E-2
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ELECTRICAL PANEL
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LB RGS FITTING
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PVC
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LB RGS FITTING
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NEW 2" RGS CONDUIT
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NEW BUILDING WALL
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NEW BUILDING FLOOR SLAB
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NEW BUILDING FOUNDATION
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BEACH SANDY SOIL
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BEACH SANDY SOIL
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EXISTING GROUND
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EXISTING GROUND
AutoCAD SHX Text 2.5" DIA HOLE THROUGH THE WALL TO FIT 2.25" RGS CONDUIT TO BE SEALED OUTSIDE WITH WEATHER PROOF CAULK
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PUMP CONTROL PANEL
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150 AMP GARAGE PANEL
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VARIABLE FREQUENCY DRIVE
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GENERATOR CONNECTION
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POINT OF CONNECTION TO NEW FEE BOOTH
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PVC TO RGS COUPLING
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NEW 2" RGS CONDUIT
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LIGHTING FIXTURE SCHEDULE
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SCALE: N.T.S.
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NTS
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AutoCAD SHX Text E-2
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NTS
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AutoCAD SHX Text E-2
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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AutoCAD SHX Text 138815
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AutoCAD SHX Text
J.J. AHOUNOU
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M. KRACOV
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C. CARLISLE
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JUNE 15, 2018
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UPGRADE VISITOR ACCESS
AutoCAD SHX Text
AT HERRING COVE BEACH
AutoCAD SHX Text 206869B
AutoCAD SHX Text
CLAYTON CARLISLE PROFESSIONAL ENGINEER MA LIC NO. 45839
AutoCAD SHX Text
CAPE COD NATIONAL SEASHORE
AutoCAD SHX Text 6/15/2018 3:22:06 PM - KRACOV, MICHAEL - F:\PROJECT\2004294.073 Herring Cove Beach Parking Lot CD\DRAWINGS\CIVIL\10-ELECTRICAL PLAN - REVISED.dwg - KRACOV, MICHAEL - F:\PROJECT\2004294.073 Herring Cove Beach Parking Lot CD\DRAWINGS\CIVIL\10-ELECTRICAL PLAN - REVISED.dwg KRACOV, MICHAEL - F:\PROJECT\2004294.073 Herring Cove Beach Parking Lot CD\DRAWINGS\CIVIL\10-ELECTRICAL PLAN - REVISED.dwg - F:\PROJECT\2004294.073 Herring Cove Beach Parking Lot CD\DRAWINGS\CIVIL\10-ELECTRICAL PLAN - REVISED.dwg F:\PROJECT\2004294.073 Herring Cove Beach Parking Lot CD\DRAWINGS\CIVIL\10-ELECTRICAL PLAN - REVISED.dwg
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ELECTRICAL PARTIAL PLAN,
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EXISTING GARAGE PLAN, AND
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WALL PENETRATION DETAIL
AutoCAD SHX Text E-2
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AutoCAD SHX Text NOTES: 1. FOR LEGEND AND ABBREVIATIONS, REFER TO SHEET FOR LEGEND AND ABBREVIATIONS, REFER TO SHEET E-1. 2. FOR ELECTRICAL SITE PLAN, REFER TO SHEET E-1. FOR ELECTRICAL SITE PLAN, REFER TO SHEET E-1. 3. FOR LIGHTING FIXTURE SCHEDULE, REFER TO THIS FOR LIGHTING FIXTURE SCHEDULE, REFER TO THIS SHEET. 4. FOR ELECTRICAL SINGLE LINE DIAGRAM AND PANEL FOR ELECTRICAL SINGLE LINE DIAGRAM AND PANEL SCHEDULE REFER TO SHEET E-3. 5. ALL ELECTRICAL EQUIPMENT/DEVICES REQUIRING ALL ELECTRICAL EQUIPMENT/DEVICES REQUIRING 120V POWER SHALL BE FED VIA PANEL BOARD DB LOCATED WITH THE FEE BOOTH. 6. OUTDOOR CONDUITS SHALL BE RIGID GALVANIZED OUTDOOR CONDUITS SHALL BE RIGID GALVANIZED STEEL (RGS) CONDUITS.
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HORIZONTAL SCALE OF FEET
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NOTES: 1. FOR EXISTING GARAGE PANEL SCHEDULE, REFER TO SHEET E-3.FOR EXISTING GARAGE PANEL SCHEDULE, REFER TO SHEET E-3.
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FLUSH
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FEE BOOTH
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ELECTRICAL
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LOAD:
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MOUNTING:
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LOCATION:
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SUB-TOTAL
AutoCAD SHX Text 2.0
AutoCAD SHX Text 1.1
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SUB-TOTAL
AutoCAD SHX Text 1.6
AutoCAD SHX Text 1.2
AutoCAD SHX Text S/N
AutoCAD SHX Text 5.9
AutoCAD SHX Text 3.2
AutoCAD SHX Text 2.7
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KVA
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AutoCAD SHX Text B%%C
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TOTAL
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SCHEDULE FOR SUBPANEL (FEE BOOTH)
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LOAD SERVED
AutoCAD SHX Text %%c
AutoCAD SHX Text %%c
AutoCAD SHX Text 2P
AutoCAD SHX Text 0.3
AutoCAD SHX Text 0.2
AutoCAD SHX Text 0.2
AutoCAD SHX Text
AutoCAD SHX Text A%%C
AutoCAD SHX Text B%%C
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BKR.
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AutoCAD SHX Text 1.8
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BKR.
AutoCAD SHX Text 0.8
AutoCAD SHX Text 0.8
AutoCAD SHX Text A%%C
AutoCAD SHX Text B%%C
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KVA
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CKT.
AutoCAD SHX Text General Panel Data
AutoCAD SHX Text 120/240V 1%%C, 3W
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125AF/60AT MCB
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CKT.
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KVA
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LOAD SERVED
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10KAIC
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INTERIOR LIGHTING
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SPACE
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SPARE
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A/C UNIT
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INTERIOR DUPLEX RECEPT
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SPACE
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1. FOR LEGEND, ABBREVIATIONS AND GENERAL FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES SEE DRAWING E-1. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST ELECTRICAL CODE AND NPS STANDARDS. 3. UNDERGROUND CONDUITS SHALL BE TYPE UNDERGROUND CONDUITS SHALL BE TYPE PVC SCHEDULE 40 CONDUITS. REFER TO DRAWING E-1 FOR ADDITIONAL INFORMATION. 4. INSTALL A NEW 150A, 2P CIRCUIT BREAKER INSTALL A NEW 150A, 2P CIRCUIT BREAKER IN LIEU OF TWO (2) SINGLE SPACES IN THE EXISTING GARAGE PANEL BOARD. NEW CIRCUIT BREAKER SHALL BE TYPE QOB-VH (240V) BY SQUARE-D OR APPROVED EQUAL
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SETS
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PHASE
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NEUTRAL
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GROUND
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CONDUIT
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AMPACITY
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AutoCAD SHX Text 2 # 10
AutoCAD SHX Text 1 # 10
AutoCAD SHX Text 1 # 10
AutoCAD SHX Text 3/4"
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AutoCAD SHX Text C
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AutoCAD SHX Text 2 # 8
AutoCAD SHX Text 1 # 8
AutoCAD SHX Text 1 # 10
AutoCAD SHX Text 3/4"
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AutoCAD SHX Text D
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AutoCAD SHX Text 2 # 6
AutoCAD SHX Text 1 # 6
AutoCAD SHX Text 1 # 10
AutoCAD SHX Text 1"
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SETS
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PHASE
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NEUTRAL
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GROUND
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CONDUIT
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AMPACITY
AutoCAD SHX Text D1
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AutoCAD SHX Text 1 # 6
AutoCAD SHX Text 1 # 6
AutoCAD SHX Text 1 # 10
AutoCAD SHX Text 1"
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PANELBOARD DB (SUBPANEL-FEE BOOTH) 60A, 240/120V, 1 , 3W, 10KAICNEMA 1
AutoCAD SHX Text F
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AutoCAD SHX Text 2 # 2/0
AutoCAD SHX Text 1 # 2/0
AutoCAD SHX Text 1 # 6
AutoCAD SHX Text 2"
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AutoCAD SHX Text A
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AutoCAD SHX Text 1 # 12
AutoCAD SHX Text 1 # 12
AutoCAD SHX Text 3/4"
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FEEDER SCHEDULE 240/120V - THHN
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CODE
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FEEDER SCHEDULE 120V - THHN
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CODE
AutoCAD SHX Text B1
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AutoCAD SHX Text 1 # 10
AutoCAD SHX Text 1 #10
AutoCAD SHX Text 1 # 12
AutoCAD SHX Text 3/4"
AutoCAD SHX Text
AutoCAD SHX Text A1
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AutoCAD SHX Text 1 # 12
AutoCAD SHX Text 1 #12
AutoCAD SHX Text 1 # 12
AutoCAD SHX Text 3/4"
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text 2 # 4
AutoCAD SHX Text 1 # 4
AutoCAD SHX Text 1 # 8
AutoCAD SHX Text 2"
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TVSS/
AutoCAD SHX Text 30A
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125AF,2P
AutoCAD SHX Text C1
AutoCAD SHX Text
AutoCAD SHX Text 1 # 8
AutoCAD SHX Text 1 #8
AutoCAD SHX Text 1 # 10
AutoCAD SHX Text 3/4"
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GENERAL NOTES:
AutoCAD SHX Text A1
AutoCAD SHX Text 2P
AutoCAD SHX Text F
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A/C UNIT
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EXISTING GARAGE PANELBOARD 150A, 240/120V, 1 , 3W, 10KAICNEMA 1
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150AT
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225AF
AutoCAD SHX Text 2P
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MCB
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SPD
AutoCAD SHX Text 20A
AutoCAD SHX Text 1P
AutoCAD SHX Text 20A
AutoCAD SHX Text 1P
AutoCAD SHX Text 20A
AutoCAD SHX Text 1P
AutoCAD SHX Text 20A
AutoCAD SHX Text 1P
AutoCAD SHX Text 20A
AutoCAD SHX Text 1P
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AutoCAD SHX Text 1P
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AutoCAD SHX Text 1P
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AutoCAD SHX Text 1P
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AutoCAD SHX Text 1P
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INTERIOR
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LIGHTING
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EXTERIOR
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LIGHTING
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INTERIOR
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RECEPT.
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INTERIOR
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RECEPT.
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EXTERIOR
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RECEPT.
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SPARE
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SPARE
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SPARE
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SPARE
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SPARE
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SPARE
AutoCAD SHX Text 20A
AutoCAD SHX Text 1P
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FEE BOOTH
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637 FEET
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GARAGE BUILDING
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TVSS/SPD DEVICE
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EXTERIOR LIGHTING/PHOTOCELL
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INTERIOR DUPLEX RECEPT
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INTERIOR DUPLEX RECEPT
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EXTERIOR DUPLEX RECEPT
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SPARE
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SPARE
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SPACE
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SPARE
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SPARE
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SPARE
AutoCAD SHX Text 0.6
AutoCAD SHX Text 0.8
AutoCAD SHX Text 0.4
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ELECTRICAL SINGLE LINE DIAGRAM
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SCALE: N.T.S.
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PANEL SCHEDULE
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SCALE: N.T.S.
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LEGEND:
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EXISTING
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NEW
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INCOMING SERVICE FROM NSTAR ELECTRIC, UTILITY COMPANY, 240/120V,1 , 3W,
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C/T CABINET
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UTILITY METER
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SERVICE DISCONNECT 120/240V, 1 POLE, IN NEMA 4X ENCLOSURE,
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150AT
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225AF
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#4/0 AWG
AutoCAD SHX Text Isc 3P = 1729A Isc SLG = 1048A VD = 0.9%
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#4/0 AWG
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#4/0 AWG
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60AT
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SURFACE
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GARAGE BLDG
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ELECTRICAL
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LOAD:
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MOUNTING:
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LOCATION:
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SUB-TOTAL
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SUB-TOTAL
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KVA
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TOTAL
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EXISTING GARAGE PANEL BOARD
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LOAD SERVED
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BKR.
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BKR.
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KVA
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CKT.
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150A MCB
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CKT.
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KVA
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LOAD SERVED
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10KAIC
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EXISTING EXTERIOR LIGHTING
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SPARE
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EXISTING DUPLEX RECEPT
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EXISTING INTERIOR RECEPT
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EXTERIOR DUPLEX RECEPT
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EXISTING SEWAGE CONTROL PANEL
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EXISTING SEWAGE CONTROL PANEL
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EXISTING EXTERIOR OUTLETS
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NEW SUBPANEL (FEE BOOTH)
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(SEE SINGLE LINE DIAGRAM)
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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AutoCAD SHX Text 138815
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J.J. AHOUNOU
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M. KRACOV
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C. CARLISLE
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JUNE 15, 2018
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UPGRADE VISITOR ACCESS
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AT HERRING COVE BEACH
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CLAYTON CARLISLE PROFESSIONAL ENGINEER MA LIC NO. 45839
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CAPE COD NATIONAL SEASHORE
AutoCAD SHX Text 6/15/2018 3:22:10 PM - KRACOV, MICHAEL - F:\PROJECT\2004294.073 Herring Cove Beach Parking Lot CD\DRAWINGS\CIVIL\10-ELECTRICAL PLAN - REVISED.dwg - KRACOV, MICHAEL - F:\PROJECT\2004294.073 Herring Cove Beach Parking Lot CD\DRAWINGS\CIVIL\10-ELECTRICAL PLAN - REVISED.dwg KRACOV, MICHAEL - F:\PROJECT\2004294.073 Herring Cove Beach Parking Lot CD\DRAWINGS\CIVIL\10-ELECTRICAL PLAN - REVISED.dwg - F:\PROJECT\2004294.073 Herring Cove Beach Parking Lot CD\DRAWINGS\CIVIL\10-ELECTRICAL PLAN - REVISED.dwg F:\PROJECT\2004294.073 Herring Cove Beach Parking Lot CD\DRAWINGS\CIVIL\10-ELECTRICAL PLAN - REVISED.dwg
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EXISTING AND PROPOSED
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#4/0 BARE COPPER
1. PROVIDE 3/4" x 10'-0" COPPER CLAD GROUND ROD. TOP OF ROD SHALL BE INSTALLED 18" BELOW GRADE.
EXOTHERMICALLY WELD ROD TO DOWNLEAD CONDUCTOR.
2. GROUND RODS TO BE DRIVEN BY HAND SLEDGING, SLIDE HAMMER, OR POWER DRIVER TO THE GROUND LOOP DEPTH, UTILIZING A GROUND ROD DRIVING SHIELD TO PREVENT MUSHROOMING OF THE TOPS OF THE RODS. WHERE GROUND RODS CANNOT BE DRIVEN VERTICALLY, DRIVE PARALLEL TO OR AWAY FROM BUILDING EXTERIOR WALL, ANGLE SHALL NOT EXCEED 45°. GROUND ROD SHALL BE DRIVEN AT LEAST 2'-0"
AWAY FROM BUILDING FOUNDATION.
3. GROUND RODS ARE TO BE DRIVEN IN UNDISTURBED OR THOROUGHLY COMPACTED FILL AREAS.
4. DO NOT DRIVE OR LAY RODS IN GRAVEL BEDS WHICH ARE USED FOR DRAINAGE, UNLESS THE RODS EXTEND THROUGH SUCH BEDS FAR ENOUGH TO PROVIDE AT LEAST 8'-0" OF CONTACT WITH THE UNDISTURBED
EARTH UNDERNEATH.
5. BEFORE BACK FILLING THE GROUNDING ELECTRODE SYSTEM, AN ELECTRICAL CONTINUITY CHECK SHALL BE MADE AT THIS TIME TO ENSURE THAT ALL CONNECTIONS ARE INTACT. A WRITTEN RECORD OF THIS CHECK, WITH PHOTOS, SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR FUTURE REFERENCE.
6. GROUNDING SYSTEM IS DESIGNED TO PROVIDE AN EARTH RESISTIVITY MEASUREMENT OF 5 OHMS OR LESS.
SUBMIT FINAL EARTH RESISTIVITY MEASUREMENT TO THE CONTRACTING OFFICER.
7. ALL REINFORCING STEEL AND ALL OTHER EMBEDDED METALLIC ITEMS SHALL BE GROUNDED PER THE
LATEST EDITION OF THE NEC AND ALL LOCAL ELECTRICAL CODES.
8. WHERE MECHANICAL CONNECTORS (TWO-HOLE OR CLAMP) ARE USED, APPLY A LIBERAL PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND ON ALL CONNECTORS SUCH AS "NO OXIDE A" BY DEARBORN CHEMICAL COMPANY OR APPROVED EQUAL . PROVIDE LOCK WASHERS ON ALL MECHANICAL CONNECTORS.
USE STAINLESS STEEL HARDWARE THROUGHOUT. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS, REPAINT TO MATCH EXISTING AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE
TYPES OF METALS BEING ATTACHED TO.
9. FURNISH AND INSTALL ALL MATERIALS AND LABOR REQUIRED TO PROVIDE A COMPLETE FUNCTIONAL LIGHTNING PROTECTION AND COMMON GROUND SYSTEM FOR THE BUILDING AS SHOWN AND DETAILED ON
THE PLANS. PROVIDE U.L. MASTER LABEL.
10. CONNECTIONS TO GROUND RODS SHALL BE MADE AT A POINT NO LESS THAN 24" AWAY FROM THE
FOUNDATION OR FOOTING AND NOT LESS THAN 24" BELOW GRADE.
11. COORDINATE INSTALLATION OF THE GROUNDING MATERIAL WITH ALL OTHER SUB GRADE WORK TO AVOID
INTERFERENCE.
1. PROVIDE AIR TERMINAL ON ROOF. AIR TERMINALS SHALL BE SOLID, 5/8" DIAMETER ROUND BAR THAT IS GALVANICALLY COMPATIBLE WITH ROOFING MATERIAL, AND OF SUFFICIENT LENGTH TO PROJECT 10" MINIMUM ABOVE THE OBJECT TO BE PROTECTED, AND UL LABELED. SPACING SHALL NOT EXCEED 20'-0" BETWEEN TERMINALS. REFER TO PERIMETER AIR
TERMINAL DETAIL ON SHEET E-5 FOR MORE INFORMATION.
2. PROVIDE LIGHTNING PROTECTION CONDUCTOR COPPER, 17 GAUGE, 59,500 CM, 187-1/2 LBS PER 1000 FEET, THAT IS GALVANICALLY COMPATIBLE WITH ROOFING MATERIAL FOR INTERCONNECTING CONDUCTORS. ROUTE ALONG ROOF BETWEEN TERMINALS AS INDICATED. SECURE CONDUCTORS TO ROOF WITH APPROVED FASTENERS, SPACED 3'-0"
MAXIMUM. TYPICAL FOR ALL INTERCONNECTING CONDUCTORS.
3. PROVIDE DOWNLEAD CONDUCTOR TO CONNECT LIGHTNING PROTECTION SYSTEM TO BURIED GROUND RODS.
DOWNLEAD CONDUCTOR SHALL BE COPPER, 17 GAUGE, 59,500 CM, 187-1/2 LBS PER 1000 FEET. ROUTE CONDUCTOR IN 1" CONDUIT DOWN BUILDING OR STRUCTURAL MEMBER IN LOCATIONS SHOWN. PROVIDE EXOTHERMIC WELD AT CONNECTION TO BURIED GROUND ROD. REFER TO 'CONCEALED DOWN CONDUCTOR' DETAIL ON SHEET E-5 FOR
INSTALLATION INFORMATION.
4. ALL MATERIALS FOR THIS SYSTEM SHALL BE NEW AND THE STANDARD PRODUCT OF A MANUFACTURER REGULARLY ENGAGED IN THE PRODUCTION OF LIGHTNING PROTECTION SYSTEMS AND SHALL BE OF THE LATEST APPROVED DESIGNS. EQUIPMENT SHALL BE UL LISTED. SUBMIT SHOP DRAWINGS OF ALL MATERIALS TO BE USED FOR REVIEW BY
CONTRACTING OFFICER.
5. SYSTEM MATERIALS IN GENERAL SHALL BE COPPER AND HIGH COPPER-CONTENT BRONZE CASTINGS, AND SHALL COMPLY IN WEIGHT, SIZE, AND COMPOSITION FOR THE CLASS OF STRUCTURE TO BE PROTECTED. THE SYSTEM SHALL CONSIST OF ALL NECESSARY CABLES, AIR TERMINALS, MOUNTING BASES, FITTINGS, COUPLINGS, CONNECTORS, FASTENERS, ETC., AS REQUIRED TO GIVE A COMPLETE AND COORDINATED SYSTEM. ALL CABLE AND ALL AIR TERMINALS
SHALL BEAR PROPER UL LABELS.
6. ALL SYSTEM FITTINGS EXCEPT CABLE HOLDERS, REGARDLESS OF STRUCTURE CLASSIFICATION SHALL BE HEAVY-DUTY TYPE MADE FROM BRONZE CASTINGS AND SECURED WITH BOLTED-PRESSURE CLAMPS. PRESSURE PLATES MADE FROM STAMPED OR PRESSED METAL PARTS, OR FITTINGS UTILIZING CRIMP-TYPE PRESSURE DEVICES WILL NOT BE ALLOWED.
ALL BOLTS, SCREWS AND RELATED TYPE HARDWARE SHALL BE 300 SERIES STAINLESS STEEL. ALL CABLE TO CABLE, CABLE TO LUG, CABLE TO GROUND ROD, AND CABLE TO STRUCTURAL STEEL CONNECTIONS SHALL BE EXOTHERMICALLY WELDED OR ACCEPTED EQUIVALENT. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER WHERE CONNECTIONS
CANNOT BE USED.
7. ALL AIR TERMINALS AND CONDUCTORS SHALL BE RATED FOR USE ON A CLASS II BUILDING. ALL SPLICES AND CABLE CONNECTORS SHALL BE METAL AND SHALL BE SECURED WITH BOLTS OR WELDS THAT ARE RATED FOR USE ON A CLASS
II BUILDING.
8. ALL CONDUCTORS SHALL MAINTAIN A HORIZONTAL OR DOWNWARD COURSE. NO BEND OF A CONDUCTOR SHALL FORM
AN ANGLE OF LESS THAN 90 DEGREES OR HAVE A RADIUS OF BEND LESS THAN 8 INCHES.
9. PROVIDE INSPECTION SLEEVE FOR GROUND ROD INSTALLATION FOR TESTING OF SYSTEM. COORDINATE FINAL LOCATION IN FIELD WITH NPS PRIOR TO INSTALLING INSPECTION SLEEVE. REFER TO "GROUND ROD INSPECTION SLEEVE
DETAIL", SHEET E-5.
10. REFER TO 'CONCEALED DOWN CONDUCTOR' DETAIL ON SHEET E-5 FOR INSTALLATION INFORMATION.
11. PROVIDE MAIN ELECTRICAL GROUND BAR. REFER TO DETAIL ON SHEET E-5.
GROUND ROD
(TYPICAL)
LIGHTNING GROUND ROD
AND INSPECTION
SLEEVE
GROUND LOOP
LIGHTNING DOWN
CONDUCTOR IN 1" PVC
CONDUIT (TYP.)
GROUND LOOP/RING
GROUND ROD
3/4-IN. X 10-FT.
COPPER CLAD
(TYPICAL)
5./8" X 24" AIR
TERMINAL
(TYPICAL FOR 2)
LIGHTNING
DOWN-CONDUCTOR
#4/0 BARE COPPER
GROUND LOOP
LIGHTNING PROTECTION NOTES: GROUNDING SYSTEM NOTES:
COPPER GROUND
BUS BAR
#4/0 BARE COPPER
AIR TERMINALS
(TYP.)
LIGHTNING
DOWN-CONDUCTOR
GROUND ROD
3/4-IN. X 10-FT.
COPPER CLAD
(TYPICAL)
FLAT NOTES
1. PROVIDE BUS BAR NAMEPLATES.
2. MEBG - MAIN ELECTRICAL ROOM
GROUND BAR 4" H X 24" L (U.O.N.).
3. WALL MOUNT ONLY. COORDINATE WITH
ARCHITECT TO PROVIDE METAL
BACKING BEHIND SHEET ROCK WALLS
FOR MOUNTING BUS BARS. MOUNT
BOTTOM OF BUS BARS AT 12" AFF, U.O.N.
5/8"-11 X 1-1/2" CONT.
THREADED ROD TYPICAL
2-3/4" INSULATOR
2" HIGH RED STENCILED LETTERING
TEXT AS SHOWN BY EACH BUS BAR
5/8-11 X…
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