repair fire hydrants at various locations united … · 2020-07-23 · repair fire hydrants at...
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REPAIR FIRE HYDRANTSAT VARIOUS LOCATIONS
UNITED STATES COAST GUARDTRAINING CENTER CAPE MAY
CAPE MAY, NEW JERSEY
HYDRANT 1414
HYDRANT 1401
HYDRANT 1406
HYDRANT 1215
HYDRANT 1304
HYDRANT 1323
HYDRANT 1204
HYDRANT 1326
HYDRANT 1502
HYDRANT 1216
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1841
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1834
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1840
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1830
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274
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CITY SEWAGE
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PUMPING STATION
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B
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Basketball Court
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SHEET OF
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DRAWING NUMBER
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PROJECT NUMBER
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APPROVING OFFICER
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DATE
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PROJECT ENG.
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BRANCH CHIEF
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SHEET TITLE
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SCALE:
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CAD FILE NAME:
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A/E PROJECT NO:
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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MARK
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DESCRIPTION
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DATE
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ISSUE
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CONSULTANTS
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CAPE MAY
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TRAINING CENTER
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U. S. COAST GUARD
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USCG, TRACEN CAPE MAY
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1 MUNRO AVE.
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CAPE MAY, NJ 08204-5092
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CMS- 1599
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LT DAVIS
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1:1 PS
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AS SHOWN
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LT DAVIS
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POTABLE WATER SUPPLY
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TRACEN
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TITLE SHEET
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CIVIL
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NEW JERSEY
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REPAIR FIRE HYDRANTS
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CAPE MAY
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14226167
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T-7185-CD
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C/1
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SHEET INDEX
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TITLE SHEET/LOCATION MAP 1 OF 3 1 OF 3 SITE PLANS 2 OF 3 2 OF 3 CONSTRUCTION DETAILS 3 OF 33 OF 3
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CONSTRUCTION NOTES
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1. GENERAL SCOPE OF WORK CONSISTS OF REPLACING 9 DRY BARREL FIRE HYDRANTS AND STEMS. REFER TO THE COMPLETE SET OF CONSTRUCTION DOCUMENTS FOR ALL WORK TO BE PERFORMED. 2. ALL FEATURES SHOWN ARE EXISTING, UNLESS OTHERWISE NOTED AS "NEW", "CONSTRUCT" OR "PROVIDE AND INSTALL". 3. ALL MATERIALS FOR THE PROJECT SHALL BE FURNISHED BY THE CONTRACTOR AND SHALL BE NEW. 4. CONSTRUCTION DETAILS AND SHOP DRAWINGS UTILIZED BY THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR). 6. ANY VARIATION FROM THE CONTRACT DOCUMENTS MUST BE AUTHORIZED BY THE COR. 7. ALL WORK SHALL BE PERFORMED IN A WORKMAN LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES AND MANUFACTURER'S RECOMMENDATIONS AND STANDARDS. 8. THE CONTRACTOR SHALL VERIFY, IN THE FIELD, ALL CONDITIONS AS SHOWN ON THE PLANS AND SHALL BE RESPONSIBLE FOR FIELD MEASUREMENTS FOR ALL NEW CONSTRUCTION OR RETROFITS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORRING, UNDERPINNING AND STRUCTURAL STABILITY DURING THE WORK. 10. POLLUTANTS SUCH AS FUELS, LUBRICANTS, BITUMENS, RAW SEWERAGE, A WASH WATER OR WASTE FROM CONCRETE MIXING OPERATIONS AND OTHER HARMFUL MATERIALS SHALL NOT BE DISCHARGED INTO OR NEAR RIVERS, STREAMS, STORM SEWER SYSTEMS AND IMPOUNDMENTS OR INTO NATURAL OR MANMADE CHANNELS LEADING THERETO. 11. ALL APPLICABLE REGULATIONS OF FISH AND WILDLIFE AGENCIES AND STATUTES RELATING TO THE PREVENTION AND ABATEMENT OF POLLUTION SHALL BE COMPLIED WITH IN THE PERFORMANCE OF THE CONTRACT. 12. IN THE EVENT CONDITIONS AT THE SITE ARE NOTABLY DIFFERENT AT TIME OF CONSTRUCTION THAN THE CONSTRUCTION DOCUMENTS PROVIDED, THE CONTRACTOR SHALL NOTIFY THE COR.
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LOCATION MAP
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NEWARK
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TRENTON
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CAMDEN
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ATLANTIC CITY
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CAPE MAY
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NEW
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JERSEY
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ORIENTATION
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MAP
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GARDEN STATE PARKWAY
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US ROUTE NO. 9
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CAPE MAY CANAL
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CITY OF CAPE MAY
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WASHINGTON ST.
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LAFAYETTE ST.
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SUPPORT UNIT
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GUARD LORAN
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U.S. COAST
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CAPE MAY HARBOR
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OCEAN DRIVE
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ATLANTIC OCEAN
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TRAINING CENTER
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U.S. COAST GUARD
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PENNSYLVANIA AVE.
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PITTSBURG AVE.
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CAPE MAY INLET
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U.S.C.G. TRAINING CENTER
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CAPE MAY, NEW JERSEY
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HALL
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MEDICAL
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CHAPEL
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CURLEW ROAD
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RECREATIONAL BEACH
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ATLANTIC OCEAN
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174
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VIGILANT ROAD
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283
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CHASE AVE
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TENNIS
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COURTS
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RUNNING
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TRACK
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PICNIC SHELTER
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302
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194
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DIKED AREA
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300
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276
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1984 BEACH EROSION PLOT
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TRANSIENT BARRACKS
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DANMARK AVE
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303
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DOBBIN AVE
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JAMES
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HALL
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258
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261
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152
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VISITOR'S
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PARKING
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DENTAL
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270
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281
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CHILD
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CARE
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CENTER
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299
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YEATON ROAD
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OFFICERS
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163
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SOUTH CAROLINA AVE
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MASSACHUSETTS AVE
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ETHREDGE
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HALL
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251
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252
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HEALY
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PARADE
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FIELD
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EAGLE AVE
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BEAR AVE
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HALL
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257
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GYMNASIUM
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269
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MESS
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ARCUS ROAD
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APPLIED TRAINING
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FACILITY
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PARKING
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PERCHARD AVE
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DEMPSEY HALL
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APC BUILDING
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LAUNDRY
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ESD
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PARKING
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LANDING APRON
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PARKING
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7
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191
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279
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282
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BOAT
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MAINT.
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VIRGINIA ROAD
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"A"
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158
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157
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EXCHANGE
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22
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PARKING
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PARKING
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19
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CO
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QUARTERS
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EM/CPO CLUB
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DILIGENCE AVE
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PARKING
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WATER TOWER
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268
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EM
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254
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BKS
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CPO
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BKS
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255
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MUNRO AVE
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SCAMMEL AVE
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16
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FIREHOUSE
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ADMINISTRATION
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262
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MUNRO
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IDA
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LEWIS
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AUDIT.
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PICKERING AVE
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310
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ANT TEAM
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STORAGE
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YARD
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196
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SEAMANSHIP
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BUILDING
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298
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HAZMAT BLDG
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ARMORY
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122
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204
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GSK
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285
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GENERAL GREEN AVE
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CAPE MAY HARBOR
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PIER 4
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PIER 3
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BOAT LIFT
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PARKING
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PARKING
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RAMP UP
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CONC. WALK
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VA
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CLINIC
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BUFFALO AVE.
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DELAWARE AVE.
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PENNSYLVANIA AVE.
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155
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232
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311
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MULTI MISSION BLDG
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CDF #3
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F.R.C. HOMEPORT
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324
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322
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A.N.TEAM DOCK
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FUELING PIER
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MAIN GATE
GRASS
ASPHALT PAVED
ROADWAY
GRASS
GRASS
GRASS
GRASS
GRASS
ASPHALT PAVED
ROADWAY
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ROADWAY
MUNRO AVE
CHASE AVE
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CONCRETE WALK
CONCRETE CURB
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VA OUTPATIENT
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INV 3.68
INV 8.13
INV 4.49
INV 3.97
INV 3.02
INV 3.05
PIV
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PARKING AREA
CG EXCHANGE
BLDG 283
CONCRETE CURB
AND GUTTER
GYM
CONCRETE WALK
GRAVEL
GRAVEL
GRASS
CONCRETE
AIR STRIP
SEAMANSHIP
BLDG 285
ASPHALT PAVED
PARKING AREA
CONCRETE WALK
CONCRETE WALK
CONCRETE BULKHEAD
ASPHALT
PAVED
ROADWAY
LP
LP
CONCRETE PAD
PIER 3
CAPE MAY
HARBOR
FUELING
FACILITY
CONC.
PAD
PENNSYLVANIA AVE
CONCRETE SIDEWALK
HOUSING UNIT 1841
PAVED
ROADWAY
TENT
PIV
FLO
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PIE
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GRASS
FIRE
WATER
TANK
GRASS
CONCRETE
CURB AND
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VIRGINIA
ROAD
SIGN
CONCRETE
CURB AND
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ASPHALT
PAVED
ROADWAY
CO
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RE
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S
ID
EW
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ADMIN
BLDG 262
EXCHANGE
BLDG 22
GRASS
CONCRETE
PAVED
ROADWAY
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CAPE MAY
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TRAINING CENTER
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U. S. COAST GUARD
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USCG, TRACEN CAPE MAY
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1 MUNRO AVE.
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CAPE MAY, NJ 08204-5092
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CMS-1599
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FIRE HYDRANTS SITE PLANS AND DETAILS
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LT JUSTIN DAVIS
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AS SHOWN
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LT JUSTIN DAVIS
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POTABLE WATER DISTRIBUTION SYS
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TRACEN
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SITE PLANS
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CIVIL
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NEW JERSEY
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REPAIR FIRE HYDRANTS
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CAPE MAY
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14226167
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T-7186-CD
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C/2
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HYDRANT 1414 SITE PLAN
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10'
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20'
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GRAPHICAL SCALE: 1" = 20'
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10" A.C. WATER
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ELECTRIC DUCTBANK
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12" A.C. WATER
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10" A.C. WATER
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12" A.C. WATER
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1.5" GALV. WATER
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6" C.I. WATER
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4" A.C. WATER
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6-4" T.C. COMMS DUCTBANK
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12" A.C WATER
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8" T.C. SEWER
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6" T.C. SEWER
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8" PVC SEWER
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4" PVC SEWER
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2.5" F.M. SEWER
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4" PVC ELECTRIC DUCTBANK
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6" A.C. SEWER
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10" A.C. WATER
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FIRE ALARM FIBER
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2" GAS
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6" A.C. WATER
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6" C.I. SEWER
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4-4" PVC ELECTRIC
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FUEL LINES
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2" NATURAL GAS
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34" NATURAL GAS
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4-4" PVC COMMS
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12" C.I. WATER
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6" C.I. WATER
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12" A.C. WATER
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2-4" PVC COMMS
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16" A.C. WATER
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6" C.I. WATER
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15" R.C. STORM
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12" A.C. SEWER
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COMMS DUCTBANK
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6" A.C. WATER
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6" T.C. SEWER
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12" T.C. SEWER
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34" GAS
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12" A.C. WATER
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HYDRANT 1406 SITE PLAN
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HYDRANT 1401 SITE PLAN
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HYDRANT 1216 SITE PLAN
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HYDRANT 1215 SITE PLAN
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HYDRANT 1204 SITE PLAN
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HYDRANT 1304 SITE PLAN
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HYDRANT 1326 SITE PLAN
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HYDRANT 1502 SITE PLAN
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HYDRANT 1323 SITE PLAN
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2' MIN.
18"
MIN.
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FIRE HYDRANT
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AT DRAIN HOLES
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CRUSHED STONE
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GEOTEXTILE FABRIC
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THRUST BLOCK
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LEVELING BLOCK
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CONCRETE BLOCKING
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CURB
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BURY LINE
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STREET SURFACE
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(@ GRADE)
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8 CU. FT. (MIN.)
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LIMIT OF HYDRANT AND VALVE REPAIR.
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PROVIDE AND INSTALL
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PROVIDE AND INSTALL
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PROVIDE AND INSTALL
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PROVIDE AND INSTALL
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TOPSOIL AND SEED
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PROVIDE AND INSTALL
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OR EDGE OF PAVING
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18"x18"x18"
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COMPACTED SUBGRADE
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6" NJDOT DENSE GRADED AGGREGATE
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3" STABALIZED BASE COURSE NJDOT I-2
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2" BITUMINOUS SURFACE COURSE NJDOT I-5
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LAYER OF GEOTECHNICAL FABRIC
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DISCIPLINE/SHT NO
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SHEET OF
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DRAWING NUMBER
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PROJECT NUMBER
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APPROVING OFFICER
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DATE
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PROJECT ENG.
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BRANCH CHIEF
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SHEET TITLE
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SCALE:
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PLOT SCALE:
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CAD FILE NAME:
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A/E PROJECT NO:
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DESIGNED BY:
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DRAWN BY:
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EDITED BY:
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CHECKED BY:
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MARK
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DESCRIPTION
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DATE
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ISSUE
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CONSULTANTS
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.
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C
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N
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1
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0
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7
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9
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S
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CONSTRUCTION NOTES
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1. DEMOLISH EXISTING HYDRANTS AND PROVIDE AND INSTALL NEW DRY BARREL HYDRANTS AND STEMS TO CONNECT TO EXISTING WATER MAIN FOR EACH LOCATION INDICATED IN CONTRACT DRAWINGS WITH THE EXCEPTION OF HYDRANT 1323 WHICH SHALL BE DEMOLISHED AT GRADE AND PERMANENTLY CAPPED. 2. ALL FITTINGS AND VALVES AND ANY PERMANENTLY INSTALLED ITEM ON THE POTABLE WATER SYSTEM SHALL BE CLEANED WITH A HYPOCHLORITE SOLUTION AS SPECIFIED. 3. THE CONTRACTOR SHALL ENSURE PROPER WORKING CONDITION OF ALL FIRE HYDRANTS. 4. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL MEASUREMENTS, SIZE, LOCATION, AND MAKE OF ALL ITEMS. 5. PROVIDE AND INSTALL CONCRETE BLOCKING AS SHOWN ON FIRE HYDRANT DETAIL. PORTLAND CEMENT CONCRETE SHALL HAVE THE FOLLOWING CHARACTERISTICS: 4,000-PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, SLUMP 1 TO 4 INCHES. 6. WHERE DISTURBED, RESTORE ASPHALT PAVING, TOPSOIL, AND GRASS ACCORDING TO NOTES BELOW. 7. HYDRANT COLOR SHALL BE YELLOW. 8. CENTER OF HOSE OUTLETS ON HYDRANTS SHALL BE MINIMUM 18" ABOVE FINAL GRADE.
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CAPE MAY
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TRAINING CENTER
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U. S. COAST GUARD
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USCG, TRACEN CAPE MAY
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1 MUNRO AVE.
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CAPE MAY, NJ 08204-5092
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CMS-1599
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FIRE HYDRANTS SITE PLANS AND DETAILS
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LT JUSTIN DAVIS
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AS SHOWN
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LT JUSTIN DAVIS
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POTABLE WATER DISTRIBUTION SYS
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TRACEN
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CONSTRUCTION DETAILS
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CIVIL
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NEW JERSEY
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REPAIR FIRE HYDRANTS
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CAPE MAY
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14226167
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T-7187-CD
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C/3
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3
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3
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TYPICAL FIRE HYDRANT DETAIL
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SCALE: NTS
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PAVING REPAIR NOTES
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1. BACKFILL AND COMPACT EVERY 12" WITH D.G.A. OR RECYCLED CONCRETE PRODUCT TO 11" BELOW GRADE. INSTALL LAYER OF GEOTECHNICAL FABRIC. 2. PAVING SHALL BE RESTORED USING 2" FABC I-5 ASPHALT OVER 3" I-3 ASPHALT BASE COURSE OVER 6" COMPACTED I-5 DENSE GRADED AGGREGATE IN ACCORDANCE WITH NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2019. 3. THE EXISTING PAVING SHALL BE SAW CUT TO PROVIDE A SMOOTH AND UNIFORM CUT. SEAL JOINT BETWEEN THE EXISTING AND PROPOSED PAVING WITH AN ASPHALT JOINT SEALER.
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1. EXCAVATED TRENCHES SHALL BE BACKFILLED WITH EXISTING MATERIAL EXCAVATED FROM THE EXISTING TRENCH. MATERIAL SHALL BE COMPACTED TO 95% COMPACTION IN 12” LAYERS. LAYERS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING/STRUCTURAL STABILITY AND BACKFILLING OF TRENCHES. 3. THE CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL MATERIAL IF REQUIRED. ADDITIONAL FILL MATERIAL SHALL BE I-5 DGA OR RECYCLED CONCRETE PRODUCT.
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TRENCH NOTES
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1. FINISH GRADE EXCAVATION. FINISH GRADE EXCAVATION. 2. PROVIDE AND INSTALL 4" MINIMUM TOPSOIL. REUSE SURFACE SOIL ON SITE, OR PROVIDE AND INSTALL 4" MINIMUM TOPSOIL. REUSE SURFACE SOIL ON SITE, OR WHERE QUANTITIES ARE INSUFFICIENT, SUPPLEMENT WITH IMPORTED TOPSOIL FREE OF STONES 1 INCH OR LARGER AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. 3. PROVIDE AND INSTALL GRASS SEED USING SEED MIX SCHEDULE BELOW. PROVIDE AND INSTALL GRASS SEED USING SEED MIX SCHEDULE BELOW. 4. THE CONTRACTOR SHALL SUBMIT PRODUCT DATA FOR TOPSOIL AND GRASS SEED THE CONTRACTOR SHALL SUBMIT PRODUCT DATA FOR TOPSOIL AND GRASS SEED MIX USED.
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GRASS RESTORATION NOTES
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SEED MIXTURE SCHEDULE
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SEED TYPE
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PURE SEED
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GERM
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ORIGIN
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RENEGADE H2O TALL FESCUE
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30%
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90%
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OREGON
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RENEGADE DT TALL FESCUE
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30%
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90%
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OREGON
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FINELAWN H2O TALL
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30%
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90%
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OREGON
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BALBOA KENTUCKY BLUEGRASS
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10%
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85%
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OREGON
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ASPHALT PAVING REPAIR DETAIL
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SCALE: NTS