MONROE STREET 4th. STREET 5th. STREET S.M.H. 100'-0" GAS GAS GAS GAS GAS GAS 125'-00 S.M.H. 9'-0" 32'-0" GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 117'-6" 130'-00 25'-0" 6'-0" 6'-0" 12'-6" 85'-00 34'-00 S.M.H. 100'-00 6'-0" 2'-6" 7'-11" 20'-3" 4'-4" · · · 6'-0" 14'-3" 6'-4 1/2" 10'-0 1/2" 8'-7" 1'-6" 15'-0" EXIST. WD. GIRDER TO REMAIN EXIST. WD. GIRDER TO REMAIN EXIST. 3"X8" WD. JOISTS @ 16" O.C. NEW ENTRY LOBBY UNIT 1 STORAGE UNIT 2 STORAGE UNIT 3 STORAGE UNIT 4 STORAGE NEW CRAWL SPACE NEW LAWN AREA NEW 7'-9" DEEP CONC. PAD NEW ELEVATOR EXIST. CEILING H. 7'-0" EXIST. CEILING H. 7'-0" EXIST. CEILING H. 7'-0" EXIST. CEILING H. 7'-0" NEW ELEVATOR LOBBY NEW CEILING H. 7'-0" NEW CEILING H. 7'-0" TRASH / RECYCLING AREA EL. 5.78 EL. 5.78 EL. 5.78 EL. 5.78 EL. 5.78 EL. 5.78 EL. 5.78 EL. 5.78 ADOPTED CODES: 1. NEW JERSEY UNIFORM CONSTRUCTION CODE AS AMENDED N.J.A.C. 5:23 et all 2. 2015 INTERNATIONAL BUILDING CODE AS AMENDED BY N.J.A.C. 5:23-3.14 3. 2015 NATIONAL STANDARD PLUMBING CODE AS AMENDED BY N.J.A.C. 5:23-3.15 4. NORTH HUDSON SEWERAGE AUTHORITY REQUIREMENTS AND CHECKLIST FOR SANITARY, STORMWATER AND DEWATERING CONNECTIONS i. “ ” ii. “ ” iii. “ ” ³ π ³ (NY) LIC.# 083403-1 RUDY V. VAZQUEZ, PE DEVIATIONS: ALL CONDITIONS ON THIS SET OF PRINTS ARE TO BE USED EXACTLY AS PRESCRIBED. ANY DEVIATION WILL DISRUPT THE SYSTEM AND MAY CAUSE OTHER ITEMS NOT TO FUNCTION AS INTENDED OR FAIL. NO CHANGES SHALL BE MADE UNLESS A WRITTEN CONSENT FOR THE DEVIATION IS APPROVED BY THE ARCHITECT OR ENGINEER (NJ) LIC.# 24GE04511500 (FL) LIC.# 63722 NCEES Reg. # 27048 CONSULTING ENGINEERS FLEX ENGINEERING Consulting Engineers 3133 Central Ave. Suite 202 U.C. New Jersey, 07087 Main: 201-974-9570 Fax: 212-624-0284 www.FlexEngineer.com C-1 C-1 3 1 8 " = 1'-0" SITE PLAN C-1 1 N.T.S. LOCATION MAP 410 MONROE ST., HOBOKEN, NJ WATER DETENTION SYSTEM NOTES.- 1. ELEVATION DATUM: FROM NORTH HUDSON SEWERAGE AUTHORITY, SEWER SYSTEM- SHEET 1 (HOBOKEN) NAVD 88 8 0 4 12 28 (IN FEET) 1 inch =8 ft. GRAPHIC SCALE MONROE ST. 410 C-1 2 N/A CALCULATIONS NJAC 7:14A-23.6(b)4
SUMP PUMP CONTROL BY MISSION DETAILS BY NHSA AND MOTT MACDONALD ENGINEERING
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PROVIDE CUSTOM WEATHER PROTECTION VIA PITCHED ROOF
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PROVIDE MISSION M280 PANEL W/120V AC POWER (VIF). ENSURE CONTROLLER IS WITHIN SPECIFIED INSTALLATION GUIDELINES PER MANUFACTURER
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OWNER SHALL BE RESPONSIBLE FOR THE PROCUREMENT, CONNECTION AND COMMISSIONING OF THE M280 CONTROLLER. OWNER SHALL CONTACT NHSA 72 HOURS AHEAD OF THE SYSTEM COMMISSIONING.
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PROVIDE 6" PERFORATED DRAINAGE PIPE WITH FILTER FABRIC WRAP AND 2" MIN, " GRAVEL ALL AROUND. 34" GRAVEL ALL AROUND. INVERT 20" BELOW GRADE AND PITCH AT A MIN. OF 18" PER Ft. TOWARDS DETENTION TANKS. INLET TO DIVERT INTO TANK SYSTEM (VIF)
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4"Ø STORM WATER DOWNSPOUT
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BACKFLOW PREVENTION DEVICE
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STREET STORM DRAINAGE
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C.O.
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STREET STORM DRAINAGE
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AS PER SEWER USE RESOLUTION 6.4-a, FROM N.H.S.A., ANY PROPERTY CONSTRUCTED IN THE H1 DRAINAGE AREA OF HOBOKEN MUST PROVIDE PUMPS FOR THE SANITARY AND/ OR STORMWATER FLOW AND A BACKFLOW PREVENTER.
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6" BY-PASS
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0.25 INLET INVERT
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2" FIRE SERVICE
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1" DOMESTIC WATER SUPPLY
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2.35
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GRADING
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2% SLOPE
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2% SLOPE
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2% SLOPE
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5.78
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F.F.
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5.18
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10' min. MEETS REQUIREMENTS FROM NJAC 7:14 A-23.6(b)4
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F.D.
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4"Ø PIPE
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PROVIDE 8" SLEEVE THROUGH STRUCTURE AND SEAL WITH 5000 Psi CONCRETE IN FOUNDATION WALL PENETRATIONS AND FOOTING LOCATIONS. REBARS SHALL NOT BE EXPOSED OR DIMISHED
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FOOTING LINES
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25.00'
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100.00'
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100.00'
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100.00'
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100.00'
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25.00'
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14R UP
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18" PER FT.
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4" F.D.
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18" PER FT.
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18" PER FT.
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NOTES: 1. ALL REFERENCES TO CLASS I OR II MATERIAL ARE PER ASTM D2321 "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW ALL REFERENCES TO CLASS I OR II MATERIAL ARE PER ASTM D2321 "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST EDITION. 2. ALL RETENTION AND DETENTION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, LATEST EDITION AND THE MANUFACTURER'S PUBLISHED INSTALLATION GUIDELINES. ALL RETENTION AND DETENTION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, LATEST EDITION AND THE MANUFACTURER'S PUBLISHED INSTALLATION GUIDELINES. 3. MEASURES SHOULD BE TAKEN TO PREVENT THE MIGRATION OF NATIVE FINES INTO THE BACKFILL MATERIAL, WHEN REQUIRED. SEE ASTM D2321. MEASURES SHOULD BE TAKEN TO PREVENT THE MIGRATION OF NATIVE FINES INTO THE BACKFILL MATERIAL, WHEN REQUIRED. SEE ASTM D2321. 4. FILTER FABRIC: A GEOTEXTILE FABRIC MAY BE USED AS SPECIFIED BY THE ENGINEER TO PREVENT THE MIGRATION OF FINES FROM THE NATIVE SOIL INTO THE SELECT BACKFILL MATERIAL. FILTER FABRIC: A GEOTEXTILE FABRIC MAY BE USED AS SPECIFIED BY THE ENGINEER TO PREVENT THE MIGRATION OF FINES FROM THE NATIVE SOIL INTO THE SELECT BACKFILL MATERIAL. A GEOTEXTILE FABRIC MAY BE USED AS SPECIFIED BY THE ENGINEER TO PREVENT THE MIGRATION OF FINES FROM THE NATIVE SOIL INTO THE SELECT BACKFILL MATERIAL. 5. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 6. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I OR II. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, BEDDING: SUITABLE MATERIAL SHALL BE CLASS I OR II. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, SUITABLE MATERIAL SHALL BE CLASS I OR II. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" FOR 18". 7. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I OR II IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I OR II IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR SUITABLE MATERIAL SHALL BE CLASS I OR II IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 8. MINIMUM COVER: MINIMUM COVER OVER ALL RETNETION/DETENTION SYSTEMS IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM TOP OF PIPE TO GROUND SURFACE. MINIMUM COVER: MINIMUM COVER OVER ALL RETNETION/DETENTION SYSTEMS IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM TOP OF PIPE TO GROUND SURFACE. MINIMUM COVER OVER ALL RETNETION/DETENTION SYSTEMS IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER IS 12" UP TO 36" DIAMETER PIPE AND 24" OF COVER FOR 42" - 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT.
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OPERATION AND MAINTENANCE SCHEDULE: OWNER SHALL SIGN AND FOLLOW THIS MAINTENANCE SCHEDULE. 1. MAINTENANCE RECORDS MUST BE KEPT ON-SITE FOR A PERIOD OF THREE YEARS BY THE OWNER OF THE STORMWATER MANAGEMENT SYSTEM. THESE RECORDS SHALL BE MADE AVAILABLE TO MAINTENANCE RECORDS MUST BE KEPT ON-SITE FOR A PERIOD OF THREE YEARS BY THE OWNER OF THE STORMWATER MANAGEMENT SYSTEM. THESE RECORDS SHALL BE MADE AVAILABLE TO THE AUTHORITY WITHIN 72 HOURS UPON THE AUTHORITY'S REQUEST TO REVIEW THESE RECORDS. 2. THE AUTHORITY RESERVES THE RIGHT TO INSPECT ALL STORMWATER MANAGEMENT SYSTEMS. THE OWNER OF THE STORMWATER MANAGEMENT SYSTEM SHALL PROVIDE ACCESS FOR INSPECTION THE AUTHORITY RESERVES THE RIGHT TO INSPECT ALL STORMWATER MANAGEMENT SYSTEMS. THE OWNER OF THE STORMWATER MANAGEMENT SYSTEM SHALL PROVIDE ACCESS FOR INSPECTION TO THE AUTHORITY WITHIN 72 HOURS OF THE AUTHORITY'S REQUEST TO INSPECT THE STORMWATER MANAGEMENT SYSTEMS. 3. FAILURE TO MAINTAIN ADEQUATE MAINTENANCE RECORDS, PERFORM MAINTENANCE, AND/OR DENY THE AUTHORITY ACCESS TO MAINTENANCE RECORDS OR INSPECTION WITHOUT CAUSE IS FAILURE TO MAINTAIN ADEQUATE MAINTENANCE RECORDS, PERFORM MAINTENANCE, AND/OR DENY THE AUTHORITY ACCESS TO MAINTENANCE RECORDS OR INSPECTION WITHOUT CAUSE IS SUBJECT TO FINES BY THE AUTHORITY AS DETAILED IN THE SEWER CONNECTION: APPLICATION PROCEDURES AND FEE SCHEDULE DOCUMENT. 4. OWNER IS RESPONSIBLE FOR THE HOUSE CONNECTION TO THE POINT OF CONNECTION ON MONROE ST. OWNER IS RESPONSIBLE FOR THE HOUSE CONNECTION TO THE POINT OF CONNECTION ON MONROE ST. 5. REMOVE ALL GUTTER DIRT, LEAVES AND DEBRIS. REMOVE ALL GUTTER DIRT, LEAVES AND DEBRIS. 6. FLUSH DRAIN LEADER PIPES. FLUSH DRAIN LEADER PIPES. 7. FLUSH ALL SIDE YARDS FLOOR DRAINS. FLUSH ALL SIDE YARDS FLOOR DRAINS. 8. FLUSH THROUGH EACH CLEANOUT. FLUSH THROUGH EACH CLEANOUT. 9. REVIEW FUNCTION OF WATER CONTROL STRUCTURE. REVIEW FUNCTION OF WATER CONTROL STRUCTURE. 10. INSPECT ALL SYSTEM COMPONENTS. INSPECT ALL SYSTEM COMPONENTS. 11. VERIFY SANITARY RELEASE. VERIFY SANITARY RELEASE. 12. VERIFY STORM RELEASE. VERIFY STORM RELEASE. TO BE PERFORMED ONCE PER YEAR DURING THE MONTH OF NOVEMBER. 13. PLUG AND SEAL ANY EXISTING CONNECTION. PLUG AND SEAL ANY EXISTING CONNECTION. 14. CLEAN OUT SYSTEM EVERY QUARTER. CLEAN OUT SYSTEM EVERY QUARTER.
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THE CONTRACTOR IS RESPONSIBLE FOR THE STABILIZATION OF THE EXISTING SEWER MAIN, STRUCTURES AND APPURTENANCES DURING CONNECTION.” NORTH HUDSON SEWERAGE AUTHORITY SHALL BE NOTIFIED AT LEAST 72 HOURS PRIOR TO CONNECTION TO THE SEWER MAIN.” NORTH HUDSON SEWERAGE AUTHORITY SHALL BE NOTIFIED AT LEAST 72 HOURS PRIOR TO INSTALLATION OF THE STORMWATER DETENTION SYSTEM.”
FOR ALL LATERALS, RISER COVER SHALL BE LOCATED OUTSIDE THE R.O.W.
AND BE MAINTANED BY THE OWNER
PAVEMENT BOX IN ACCORDANCE WITH
MUNICIPAL REGULATION
1' M
IN
C-2
1
1
4
"=1'-0"
LONGITUDINAL SECTION
C-2
4CONNECTION TO NHSA 2'-6"x3'-0" BRICK MAIN SEWER
Scale = N.T.S.
C-2
8
C-2
6
C-2
3
5'5'
6"
MIN
.
EXISTING WATER MAIN
CONCRETE ENCASEMENT
(3000 PSI CONCRETE)
C-2
7
C-2
5EJECTOR DETAIL
Scale = N.T.S.
C-2
2 TYPICAL RISER DETAIL
Scale = N.T.S.
NOTE:
PROVIDE SUMP PUMP CONNECTION TO BACK UP GENERATOR AND
ROUTE CABLING TO A.T.S.
410 MONROE ST., HOBOKEN, NJWATER DETENTION SYSTEM
NJAC 7:14A-23.6(b)4
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-4.44
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4.66
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2%
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GROUND FLOOR ELEV. 5.78
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C.O.
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CONCRETE SIDEWALK
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MADISON ST.
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SEE DETAIL
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PROPERTY LINE
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BUILDING LINE
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-6.96
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5.18
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WATER SERVICE
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6" GAS MAIN
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GAS SERVICE
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18" min. FROM NJAC 7:14 A-23.6(b)4 (SEE DETAIL 7)
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2%
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2'-6"x3'-0" BRICK COMBINED SEWER MAIN
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-2.33
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6"Ø DUCTILE IRON PIPE
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8" WATER MAIN
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GRADING ELEV. 2.35
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BACKFLOW VALVE
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6" STORM WATER INLET
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INV.=0.25
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0.75
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ELEV. 2.35
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-1.63
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0.10
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-5.46
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BOTTOM OF SUMP PUMP
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30" (2X) CORRUGATED HDPE DRAINAGE PIPE 1% SLOPE
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6" STORM WATER INLET
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INV.=0.25
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PROVIDE MECHANICAL PROTECTION FOR VENT PIPE
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SUMP PUMP CONTROL BY MISSION DETAILS BY NHSA AND MOTT MACDONALD ENGINEERING
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6"Ø DUCTILE IRON PIPE
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1%
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6" OVERFLOW BY-PASS (EMERGENCY BACKUP)
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0.85
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REAR WALL
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PROVIDE CUSTOM WEATHER PROTECTION VIA PITCHED ROOF TO EJECTOR TOP AND VALVE ASSEMBLIES
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PROVIDE 6" PERFORATED DRAINAGE PIPE WITH FILTER FABRIC WRAP AND 2" MIN, " GRAVEL ALL AROUND. 34" GRAVEL ALL AROUND. INVERT 20" BELOW GRADE AND PITCH AT A MIN. OF " 18" PER Ft. TOWARDS DETENTION TANKS. INLET TO DIVERT INTO TANK SYSTEM (VIF)
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1%
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C.O.
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4" SAN. P.V.C. SDR 35 @ 2.0%
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PROVIDE 6" PERFORATED DRAINAGE PIPE WITH FILTER FABRIC WRAP AND 2" MIN, " GRAVEL ALL AROUND. 34" GRAVEL ALL AROUND. INVERT 20" BELOW GRADE AND PITCH AT A MIN. OF 18" PER Ft. TOWARDS DETENTION TANKS. INLET TO DIVERT INTO TANK SYSTEM (VIF)
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PROVIDE MISSION M280 PANEL W/120V AC POWER (VIF). ENSURE CONTROLLER IS WITHIN SPECIFIED INSTALLATION GUIDELINES PER MANUFACTURER
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UNDISTURBED GRADE
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4" DUCTILE IRON PIPE
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6"x6"x4" T-WYE (CLEANOUT)
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PROPOSED CONCRETE ENCASEMENT DOWN TO SUBGRADE 5000 PSI CONCRETE
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6" NEW DUCTILE IRON SEWER PIPE
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6" DUCTILE IRON PIPE
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CORE DRILL AND SEAL WITH AN A-LOK OR KOR-N-SEAL GASKET (BRICK SEWER), OR APPROVED EQUAL
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EXISTING COMBINED SEWER MAIN 2'-6"x3'-0" BRICK
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INV. -4.44'
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INV. -6.96'
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GRADE
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PLUG SCREW TYPE
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EDGE OF PAVEMENT, CURB OR EASEMENT LINE
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6" DUCTILE IRON PIPE
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45° BEND
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COMBINED PIPE FROM BUILDING
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36"
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70 GPM
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1/2 HP, 120V/1PH, 15 FT.,
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PUMP MODEL GL887,
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G&L SUBMERSIBLE SEWAGE
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24"
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2" DISCHARGE TO
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VALVE
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CHECK
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ELECTRICAL
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120V/1PH
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INLET
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GATE
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VALVE
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WASTE MAIN
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POWER
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FIBERGLASS TANK COVER
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24" DIA.
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G&L FIBERGLASS BASIN
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LEVEL CONTROL SWITCH
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LEVEL ALARM
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HIGH LIQUID
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L
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C
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UNION
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CONTACTOR
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MAGNETIC
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PANEL
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FLOOR
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J
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PROVIDE CUSTOM WEATHER PROTECTION VIA PITCHED ROOF TO EJECTOR TOP AND VALVE ASSEMBLIES
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(ACCESS PUMP HERE)
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OWNER SHALL BE RESPONSIBLE FOR THE PROCUREMENT, CONNECTION AND COMMISSIONING OF THE M280 CONTROLLER. OWNER SHALL CONTACT NHSA 72 HOURS AHEAD OF THE SYSTEM COMMISSIONING.
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STRUCTURAL BACKFILL PER ASTM D2321
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FRAME & COVER (BY OTHERS)
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NOTES: 1. CONCRETE COLLAR SHALL BE DESIGNED BY OTHERS (ENGINEER OF RECORD, CONTRACT ENGINEER, ETC.) FOR THE SPECIFIC PROJECT AND SITE CONDITIONS TO CARRY ALL ANTICIPATED LOADING. 2. FOR PROJECTS WHERE COVER EXCEEDS THE MINIMUM OR MAXIMUM VALUES SHOWN, CONTACT PROVIDER FOR SPECIFIC DESIGN CONSIDERATIONS.
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CONCRETE COLLAR (BY OTHERS) SEE NOTE 1
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30" HP PIPE DIAMETER
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CLASS I COMPACTED OR CLASS II COMPACTED TO 95% SPD
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CLASS I COMPACTED OR CLASS II COMPACTED TO 95% SPD
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BEDDING PER PROJECT SPECIFICATION
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UNDISTURBED NATIVE SOIL OR MATERIAL PER PROJECT SPECIFICATION
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RISER TEE
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STANDARD PIPE
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D
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C
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B
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8
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7
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6
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5
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4
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3
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2
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1
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A
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8
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7
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6
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5
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4
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3
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2
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1
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D
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C
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B
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A
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SHEET:
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DRAWING SHEET SCHEDULE:
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SHT#:
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NAME:
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REVISION RELEASE SCHEDULE:
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RELEASE / CHANGES:
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DATE:
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REV#:
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KEY PLAN:
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DRAWING TITLE:
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PROJECT:
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SITE:
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OWNER:
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DRAWING:
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SIZE:
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SCALE:
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APPROVED:
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RVV
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CHECKED:
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APP
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DRAW:
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DESIGN:
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RVV
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DESIGN PROFESSIONAL:
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DRAWING APPROVAL PROCESS:
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RVV
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PROJECT:
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CUSTOMER RELEASE
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0
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AS NOTED
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D
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C-1
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%%UCLEANOUT RISER ACCESS COVER DETAIL FOR PAVED AREAS
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3"%%P
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NOT TO SCALE
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NOTES: 1. FOR MAJOR UTILITY WORK, REPAIR WIDTH AND LENGTH (MILLING AND PAVING) TO BE A FOR MAJOR UTILITY WORK, REPAIR WIDTH AND LENGTH (MILLING AND PAVING) TO BE A MINIMUM OF 3' PAST TRENCH OPENING OR AS DETERMINED BY THE ENGINEER OR AS SHOWN ON THE PLANS.
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2" BROKEN STONE IF & WHERE DIRECTED TO STABILIZE TRENCH SUBGRADE
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34" CLEAN STONE BEDDING, MINIMUM 1' ABOVE PROPOSED UTILITY
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NON-WOVEN GEOTEXTILE FABRIC IN HOBOKEN, OR AS DIRECTED BY ENGINEER
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PROPOSED UTILITY
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DENSE GRADED AGGREGATE
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TRENCH SIDE WALL/SHEETING AS REQUIRED
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2" SAWCUT JOINT (TYP)
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TYPICAL TRENCH AND PAVEMENT RESTORATION DETAIL
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C-2
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CONCRETE ENCASEMENT FOR WATER MAIN SEPARATION
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NOTES: 1. WHERE APPROPRIATE SEPARATION FROM THE WATER MAIN IS NOT POSSIBLE, THE SEWER SHALL BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE.
ROOF DECK OCCUPANT LOAD (AS PER IBC 1004.1.1)(1PER 20 SF.)
MAX. DECK OCCUPANCY = 16 PEOPLE
ROOF
SLO
PE- 1
/4"/
FT.
3'-6" 8'-3"13'-3"
HIGH SOLAR REFLECTIVE TPO MEMBRANE ROOFINGSYSTEM
COOL ROOF AREA
HIGH SOLAR REFLECTIVE TPO MEMBRANE ROOFINGSYSTEM
COOL ROOF AREA UNDERDECK
24'-9
3/4
"
MIN. 42" H. METAL RAILING AROUND DECK ON 4" WOOD CURB
MIN. 42" H. METAL RAILING AROUND DECK ON 4" WOOD CURB
MIN
. 42"
H. M
ETAL
RAI
LING
ARO
UND
DECK
ON
4" W
OOD
CURB
(2'X2' TRAY AREA OF DROUGHT-TOLERANT, HARDYROOFTOP PROVEN™ PLANTS)
EL. 5.78
EL. 5.78
EL. 5.78
EL. 5.78
EL. 5.78
EL. 5.78
EL. 5.78
EL. 5.78
EL. 43.40
EL. 43.40
EL. 54.06
3'-0"
CL2
x 60
8 4'-7 1
/2"
ELEVATORLOBBY
9'-5"
2'-0
"
EXIST. CEILING H. 9'-0"
UNIT #3(2BR+2BA)
AREA 1,199 SQ.FT
EL. 33.40
PROP
OSED
BUI
LDIN
G DE
PTH
EXIS
TING
BUI
LDIN
G DE
PTH
45'-0
"EX
ISTI
NG B
UILD
ING
DEPT
H
25'-0"BUILDING WIDTH
4'-0"2'-0"
22'-11 1/4"
4 x 60 8CL
NEW BEDROOM 2
13'-0
"14
'-2 3
/4"
3'-1
1/4
"17
'-0 1
/2"
11'-7
1/4
"9'
-6"
5'-0
"
11'-5"12'-4 1/2"
7'-0 1/2"
3'-4"
HWH
2" FD.
NEW MASTER'S BEDROOM
DW
NEW
DW
36" REF
30" RANGE
NEW BATH 2
NEW LIVING / DINING AREA
NEW ADA ADAPTABLEKITCHEN
NEW W/D
4'-0"
2'-6
"4'
-10"
2 x 64
8
4 x 60 8
3'-7"
9'-5"
9'-5"2 x 6
4
8
2'-0"
NEW SLIDING +FIXEDWINDOW
NEW SLIDING +FIXEDWINDOW
NEW SLIDING +FIXEDWINDOW
NEW SLIDING +FIXEDWINDOW
4'-0"1'-6" 2'-0"
gov
4'-0"4'-0" 1'-6"
8'-4
"
NEW ELEVATOR
6'-11"6'-5 1/2"
6'-0
"7'
-8 1
/2"
NEW ADA ADAPTABLE BATH 1
9'-5"
3 x
60
8
5'-6 1/2"
NEW W.I.C.
3'-6"
3 x 60 8
16'-9
1/2
"
3 x 60 8
3 x
60
8
3'-1
0 3/
4"
CL2
x 60
8
ELEVATORLOBBY
9'-5"
2'-0
"
PROP
OSED
BUI
LDIN
G DE
PTH
EXIS
TING
BUI
LDIN
G DE
PTH
3 x 60 8
NEW STAIR HALL
7'-0 1/2"EL. 33.40
EXIST. CEILING H. 9'-0"
UNIT #2(2BR+2BA)
AREA 1,199 SQ.FT
EL. 23.40
NEW STAIR HALL
7'-0 1/2"
EL. 23.40
45'-0
"EX
ISTI
NG B
UILD
ING
DEPT
H
25'-0"BUILDING WIDTH
4'-0"2'-0"
22'-11 1/4"
4 x 60 8CL
NEW BEDROOM 2
13'-0
"14
'-2 3
/4"
3'-1
1/4
"17
'-0 1
/2"
11'-7
1/4
"9'
-6"
5'-0
"
11'-5"12'-4 1/2"
7'-0 1/2"
3'-4"
HWH
2" FD.
NEW MASTER'S BEDROOM
DW
NEW
DW
36" REF
30" RANGE
NEW BATH 2
NEW LIVING / DINING AREA
NEW ADA ADAPTABLEKITCHEN
NEW W/D
4'-0"
2'-6
"4'
-10"
2 x 64
8
4 x 60 8
3'-7"
9'-5"
9'-5"2 x 6
4
8
2'-0"
NEW SLIDING +FIXEDWINDOW
NEW SLIDING +FIXEDWINDOW
NEW SLIDING +FIXEDWINDOW
NEW SLIDING +FIXEDWINDOW
4'-0"1'-6" 2'-0"
gov
4'-0"4'-0" 1'-6"
8'-4
"
NEW ELEVATOR
6'-11"6'-5 1/2"
6'-0
"7'
-8 1
/2"
NEW ADA ADAPTABLE BATH 1
9'-5"
3 x
60
8
5'-6 1/2"
NEW W.I.C.
3'-6"
3 x 60 8
16'-9
1/2
"
3 x 60 8
3 x
60
8
3'-1
0 3/
4"
CL2
x 60
8
ELEVATORLOBBY
9'-5"
2'-0
"
EXIS
TING
BUI
LDIN
G DE
PTH
3 x 60 8
13'-3
1/4
"
13'-3
1/4
"
13'-3
1/4
"
45'-0
"EX
ISTI
NG B
UILD
ING
DEPT
H
25'-0"BUILDING WIDTH
4'-0"2'-0"
22'-11 1/4"
17'-0
1/2
"
11'-7
1/4
"9'
-6"
5'-0
"
12'-4 1/2"
3'-4"
HWH
2" FD.
NEW MASTER'S BEDROOM
DW
NEW
DW
36" REF
30" RANGE
NEW BATH 2
NEW LIVING / DINING AREA
NEW ADA ADAPTABLEKITCHEN
NEW W/D
3'-6"
2'-6
"4'
-10"
2 x 64
8
4 x 60 8
3'-7"
9'-5"
9'-5"2 x 6
4
8
NEW SLIDING +FIXEDWINDOW
NEW SLIDING +FIXEDWINDOW
NEW SLIDING +FIXEDWINDOW
4'-0"1'-6" 2'-0"
gov
4'-0"
8'-4
"
NEW ELEVATOR
6'-11"6'-5 1/2"
6'-0
"7'
-8 1
/2"
NEW ADA ADAPTABLE BATH 1
9'-5"
3 x
60
8
5'-6 1/2"
NEW W.I.C.
3'-6"
3 x 60 8
16'-9
1/2
"
3 x 60 8
3 x
60
8
CL2
x 60
8
ELEVATORLOBBY
9'-5"
2'-0
"
EXIS
TING
BUI
LDIN
G DE
PTH
13'-3
1/4
"
(4) GAS METERS
SPRINKLERRM.
(4) ELECT. METERS
MAIN
FACP
4'-0
"
7'-6 1/2"
NEW SLIDING +FIXEDWINDOW
5'-0" 1'-0"1'-6"
3 x 60 8
NEW STAIR HALL
7'-0 1/2"
3 x
60
8
NEW UTILITY METERROOM
EL. 13.40
EL. 15.56
3 x
60
8
EL. 15.56
NEW BEDROOM 2
3'-8
1/4
"
EXIST. CEILING H. 9'-0"
UNIT #1(2BR+2BA)
AREA 1,130 SQ.FT
EL. 13.40
8'-0
"
11'-5"
FLOOD VENT12" DEEP ENGINEERED 12" DEEP ENGINEERED
FLOOD VENT12" DEEP ENGINEERED
67'-6
"PR
OPOS
ED B
UILD
ING
DEPT
H
7'-9
"
14'-9
"
5'-9
3/4
"
59'-9
"PR
OPOS
ED B
UILD
ING
DEPT
H
METAL WIRE MESH DIVIDERSNEW INTERIOR OPEN GRID
METAL WIRE MESH DIVIDERSNEW INTERIOR OPEN GRID
METAL WIRE MESH DIVIDERSNEW INTERIOR OPEN GRID
MET
AL W
IRE
MES
H DI
VIDE
RS /
GATE
NEW
INTE
RIOR
OPE
N GR
ID
TYPICAL NOTE: PROVIDE NEW METAL SIGNAGE IN EACHAREA/ROOM/CLOSET FOR " THIS AREA FLOODS DURING STORM EVENTS"MOUNTED ON BRICK WALL
GREEN ROOF GARDEN- REFER TOGREEN ROOF DETAILS
(2'X2' TRAY AREA OF DROUGHT-TOLERANT, HARDYROOFTOP PROVEN™ PLANTS)
TOTAL ROOF AREA: 1,200 SF
TOTAL GREEN ROOF AREA: 383 SF (32%)< (MIN.50% FROM TOTAL ROOF SURFACE)
13'-2
1/2
"
MIN. 42" H. METAL RAILING GATE (3'-0" WIDE)
36" w
ide
ROOF
ACC
ESS
AREA
FOR
CON
DENS
ER /
GREE
N RO
OF F
OR M
AINT
ENAN
CE
TYPICAL ELEVATOR NOTE: PROVIDE MOISTURE SENSOR IS TOBE INSTALLED TO KEEP THE ELEVATOR CAB FROM GOING
BELOW THE DFE IN THE PRESENCE OF WATER, AS REQUIRED.
7'-4 1/4" 7'-4 1/4"10'-3 3/4"
MIN. 42" H. METAL GATE (3'-0" WIDE)
42" H. QUIET BARRIER™ HD SOUNDPROOFING MATERIAL (QUIETBOARD™ ACOUSTIC PANEL 2″ (CASE OF 3)) / 4X4 WD POST
GREEN ROOF NOTE:1. THE PROPOSED GREEN ROOF TRAY SYSTEM IS IN ACCORDANCE WITHHOBOKEN CODE.2. THE GREEN ROOF SHALL BE MAINTAINED IN PERPETUITY BY THE OWNER.3. THE LINK OF LIVEROOF SEDUM OPERATIONS MANUAL ISHTTPS://LIVEROOF.COM/DOCS/LIVEROOF-OPERATION-MANUAL.PDF
22'-11 1/4"
3 x
60
8
14'-2
3/4
"
3'-1
0 3/
4"
59'-9
"
ROOF SLOPE- 1/4"/ FT.
ROOF SLOPE- 1/4"/ FT.
MWTL
3' PROJECTED METAL WRAPPED STEELCANOPY W/ CABLE HANGERS
3' DEEP CANOPY ABOVE
3'-6"
50'-1
0 3/
4"
SpecificationsDimensions 2 ft. x 4 ft.Thickness 2 in.Coverage 24 sqft. (8 sqft./sheet)QuantityCase of 3Color White or CharcoalAbsorption 45%
STC Rating 13NRC Rating 0.7Availability Usually ships in 1-3business daysTechnical Data Product Data SheetInstallation Step-by-StepInstructions
QUIET BOARD™ ACOUSTIC PANEL 2″ (CASE OF 3)
3'-0" 3'-6 1/4" 3'-0"
3'-0
"
17'-4"3'-0" 3'-0"
ROOF
ACC
ESS
AREA
FOR
GRE
EN R
OOF
FOR
MAI
NTEN
ANCE
ROOF
ACC
ESS
AREA
FOR
GRE
EN R
OOF
FOR
MAI
NTEN
ANCE
ROOF
ACC
ESS
AREA
FOR
GRE
EN R
OOF
FOR
MAI
NTEN
ANCE
CH.110-19: (1) 32 GAL. / UNIT - TRASH 3X / WEEKCH.151-8 (B)(3) & (5)(2) X 32 GAL. / DUAL S. -RECYCLE 1X / WEEK
TRASH / RECYCLING BIN CALCULATION:
1'-4
"
FLOOD VENT(2)12" DEEP ENGINEERED
FLOOD VENT(2)12" DEEP ENGINEERED
FLOOD VENT(2)12" DEEP ENGINEERED
bt. fire escape platform
FIXED
NEW FIRE ESCAPE
5'-0
"
MIN. 42" H. METAL GATE(3'-0" WIDE)
NEW FIRE ESCAPE
fire escape platformfire escape platform bt. fire escape platform
