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WEST WESTFIELD AVENUE EXISTING REQUIRED PROPOSED REDEVELOPMENT PLAN (REllE\IELONENT PIAN) (REDEIEl.OPMENT PIAN)

MINIMUM LOT AAEA (ACRES) 1.807-Ac. 1.00-Ac. 1.807-Ac. MAXIMUM BUILDING COVERAGE 1. 27.9,W: 90,W: 64.7,W:

MAXIMUM IMPERVIOUS COVERAGE 2• 72.8,W: 95,W: 93.7,W: MAXIMUM BUILDING HEIGHT (STORIES) 1 STORY 6 STORIES 6 STORIES MAXIMUM BUILDING HEIGHT (f'EEI) 3. 21.7-FT 72-FT (NOTf •>

MINIMUM FRONT YAAD 0.0-FT 0-FT 0.0-FT MINIMUM SIDE YAAD (ONE) 0.8-FT 3-FT 3.9-FT

MINIMUM SIDE YAAD (COMBINED) 4.1-FT 6-FT 9.0-FT MINIMUM REAR YAAD 13.7-FT 0-FT 5. 1-FT

MIN. DISTANCE BElWEEN BUILDINGS 4• N/A 50-FT 12D.4-FT MAXIMUM DENSITY (UNITS/ ... ) N/A 120 UNITS/ ... 118.2 UNITS/ ...

PROPOSED PAAKING REQUIREMENTS s. N/A 1 .5 SPACES/UNIT 1.60 SPACES/UNIT

ZONING INFORMATION NOTES

1. {SECTION 40-601) AIIH DING CQYfRAGf - SHALL MEAN THE SQUARE FOOTAGE OR OTHER AREA MEASUREMENT BY WHICH ALL BUILDINGS OCCUPY A LOT AS MEASURED ON A HORIZONTAL PLANE AROUND THE PERIPHERY OF TI-IE f"OUNDATION, AND INCWOING THE ARE'A UNDER THE ROOF OF ANf STRUCTURE SUPPORTED BY COWMNS BUT NOT HAVING WAl.l.S, AS ME'ISURED AROUND THE OllTSIDE OF THE OUTERMOST EXTREMmES OF THE ROOF.

2. (SECTION 40-601) IMPFR\IJOU5 COVFBAfiif - SHAU. MEAN lHAT PORTION OF THE LOT THAT IS COVERED BY NON-PERMEABLESURFACES, INCLUDING BUT NOT LIMITED TO BUILDINGS, PARKING AREAS, DRIVEWAYS, SERVICE AREAS, SfREETS, WALKWAYS, PAllOS,POOLS ANO PLAZAS. ALL REQUIRED PARKING AREAS WHICH ARE PERMITTED TO REMAIN UNIMPRO\IEO AND AU. GRAVEL AREAS AND�OSCAPE AREAS LINED WrTH WEED-INHIBmNG PLASTIC SHEETING SHALL BE CONSIDERED IMPERVIOUS SURFACES.

J, (SECTION 40-601) Bl JU Q)NG HEIGHT - OF SHAU. MEAN THE VERTICAL. DISTANCE MEASURED FROM THE CURB LEVEL TO THE LEVEL OF THE HIGHEST POINT OF THE BUILDING. WHERE THE FRONT WALL OF A BUILDING IS MORE Tt,W,I TWENTY (20) FEET f'ROM THE CURBUNE, THE AVERAGE OF THE GROUND ADJOINING THE WAl.lS Of THE BUILDING W.Y BE TAKEN IN WEASURING ITS HEIGHT INSTEAD OF THE CURB LEVEL

4. SO FEET OR THE HEIGHT OF THE TAU.EST STRUCTURE, WHICHEVER IS GREATER.

5. PROPOSED PARKING IS 1.60 SPACES PER UNITS (340-SPACES / 213-UNITS). THE TOTAL NUMBER OF ONE-BEDROOM APARTMENTUNITS ARE 107-UNITS, WHICH INCWDES ONE MANAGEMENT UNIT. THE TOTAL NUMBER OF TWO-BEDROOM APARTMENT UNITS ARE 106 UNITS WHICH GIVES THE TOTAL NUMBER Of UNITS EQUAL TO 213-UNITS.

6. REFER TO ARCHITECTS PLANS.

7. A OE-MINIMIS EXCEPTION IS REQUIRED FROM RSIS NJAC 5:21-4.15 (PDF Pg. 51 of 143) FOR THE PARKING SPACE SIZE. NJAC REQUIRES 9-FEET WIDE BY HI-FEET LONG WHILE e.e-F'EET WIDE BY 18-FEET LONG IS PROPOSED.

REFERENCES 1. SUBJECT PROPERTY KNOWN ,S BLOCK 314 LOTS 8 THRU 12 (200 & 250 WESTFIELD AVENUE WES'!) ,s SHOWN

ON THE BOROUGH OF ROSEU.E PARK TAX MAP SHEET NUMBER 3 DATED DECEMBER 12, 1972 LAST REVISED1986. TOTAL TRACT AREA IS 78,480 SF OR 1,80 .CRES±.

2. BOUNDARY SUR\'EY, TOPOGRAPHY AND SITE PLANIMETRICS FROM A PLAN TITLED, "BOUNDARY & TOPOGRAPHICSURVEY TAX LOTS 8, 9, 10, 11 & 12 BLOCK 314 220. 230, 240, 248 & 250 WEST WESTFIELD AVENUE BOROUGH OF ROSELLE PARK UNION COUNTY NEW JERSEY" PREPARED BY OPK CONSULTING DATED 01/19/2018 NO REVISION.

3. PROPOSED BUILDING SIZE, LOCATION, ANO ELEVATIONS FROM A PLAN BY CPA ARCHITECTURE TITLED "MERIOIA ROSELLE p-· DATED 02/23/18 NO REVISION.

4.1 HORIZONTAL DATUM BASED ON SURVEY FROM NOTE 2 ABOVE. VERTICAL DATUM IS ALSO BASED FROM NOTE 2/>BOVE ANO IS NA\/0-88 (NATIONAL AMERICAN \IERl1CAl. DATUM).

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WATER DEMAND AND SANITARY SEWER PROJEC I ED FLOWS WATER DEMAND, RSIS NJAC 5,21-5.2, TABLE 5.1 (PDF PG. 70 OF 152)

DEFINmON: GARDEN APARTMENT 1-BEDROOM 120 GAL/DAY /1-BR2-BEDROOM 1 75 GAL/DAY /2-BRSTORE 0.100 GAL/DAY /SF

107 UNITS 106 UNITS 7,000-SF

PROPOSED WATER CONNECTION MUST BE APPROVED AUTHORl1Y /STATE AGENCY.

120x107 = 12,840 GAL/DAY 175x106 = 18,550 GAL/OAY 0.1 x7,000 = 700 GAL/DAY TOTAL = 32,090 G>J./DAY

BY THE APPROPRIATE MUNICIPAL

SANITARY SEWER PROJECTED FLOW, NJAC 7:14A-23.3(a) (PDF PG. 2 OF 43)

DEFINITION, RESIDENTIAL DWELLJNG I -BEDROOM 150 GAL/DAY /1-BR 2-BEDROOM 225 GAL/DAY/2-BRSTORE 0.100 GAL/DAY /SF

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107 UNITS 106 UNITS 7,000-SF

150x107 = 16,050 GAL/DAY 225x106 = 23,850 GAL/DAY 0.1x7,000 = 700 GAL/DAY TOTAL = 40,600 GAL/DAY

MUST BE APPROVED BY THE APPROPRIATE MUNICIPAL

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llFFEREHCE 0.21 eta 0.28 cfa 0.48 els THERE ARE INCRE'ASES Of 0,21-a:5, o.n--a:s, N«J 0.49-CFS FOR 1HE 2-YEM, 10-l'EM, AND 100-YEAR SKIRM EYDRS. A DE-lialMUS EXC&IKJN FROM NJAC 5:21-7.5, STORMWA."TER 1Wrrmofl" QUANTITY CONTROL (PDF pg. 100 at 143).

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REFERENCES 1. SUBJECT PROPERTY KNOWN AS BLOCK 314 LOTS 8 THRU 12 (200 & 250 WESTFIEI.D AVENUE WEST) AS SHOWN

ON THE BOROUGH OF ROSELLE PARK TAX MAP SHEET NUMBER 3 DATED DECEM8ER 12, 1 sn L1'ST REVISED1988. TOTAL TRACT AREA IS 78,480 Sf" OR 1.80 ACRES±.

2. BOUNDARY SURVEY, TOPOGRAPHY AND SITE PLANIMETRICS FROM A PLAN 1Tll£0, "BOUNDARY & TOPOGRAPHICSURVEY TAX LOTS 8, 9, 10. 11 & 12 8LOCK 314 220, 230, 240, 248 & 250 WEST WESTF1ElD AVENUEBOROUGH OF ROSELLE PARK UNION COUNTY NEW JERSEY" PREPARED BY OPK CONSULTING DATED 01/1-9/2016NO RE\/1SION •

3. PROPOSED BUILDING SIZE, LOCATION, ANO ELEVATIONS FROM A PIAN BY CPA ARCHITECTURE 1Tll£D "MERIOIAROSELL£ PARK" DATED 02/23/16 NO REVISION.

4. HORIZONTAL DATUM 81'SED ON SURVEY FROM NOTE 2 ABOVE. VERTICAL DATUM IS ALSO 81'SED FROM NOTE 2

5.

6.

7.

8.

ABOVE AND IS NAVD-88 (NATIONAL AMERICAN \IERl1CAL DATUM).

THE FOlLOWING EXISTING ON-SITE IMPROVEMENTS WILL BE REIIO'JED,

BUILDINGS / STRUCTURES, PAVED SURFACES, UTILITY POLES & OVERHEAD WIRES.

ALL PROPOSED "ADA" ACCESSIBLE CURB RAMPS SHALL 8E CONSTRUCTED IN ACCORDANCE WITH THE CURRENT GOVERNING "AMERICAN WITH CISA81LITIES ACT" RULES & REGULATIONS.

ALL SIGNS (NOT INCLUDING BUILDING SIGNS), STRIPING AND PAVEMENT MARKINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MOST RECENT ADDmON OF THE MANUAL ON UNIFORM TRAFFIC CONTROL OE\IICES.

THE OWNER SHALL BE RESPONSIBLE TO SCHEDULE ALL DELIVERIES ANO GARBAGE PICK-UPS SO AS NOT TO INTERFERE WITH THE OPERATION OF THE PROPERTY.

9. THE EXISTING UTILITY SERVICE LATERALS ARE TO BE INSPECTED AS REQUIRED AND MAY BE UTILIZED IN LIEU OFPROPOSED CONNECTIONS SHOWN AT THE DISCRETION OF THE MUNICIPAL ENGINEER AND / OR EACH RESPECTIVEUTILITY OWNER EXCEPT AS NOTED ON PIAN •

10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE FINAL LOCATION & CONSTRUCTION (INCLUDINGOBTAINING THE REQUIRED CONSTRUCTION PERMITS) OF THE PROPOSED UTILITY SERVICES WITH THE PROJECTARCHITECT, MUNICIPAL ENGINEER, COUNTY ENGINEER AND EACH RESPECTIVE UTILITY OWNER PRIOR TOCONSTRUCTION.

11. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE LOCATION OF THE EXISTING UTILITIES WITHIN WESTWESTFIEI.D AVENUE PRIOR TO OPENING THE ROAD ANO INSTAWNG THE PROPOSED SERVICE LATERALS TODETERMINE THE FEASIBILITY OF THE PROPOSED CONNECTIONS.

12. THE SERVICE LATERAL MATERIALS & SIZING (INCLUDING PIPE DIAMETER & SLOPE) SHALL BE AS DIRECTED BYTHE PROJECTS MECHANICAi.. ELECTRICAL. PLUMBING, FIRE PROTECTION (MEPFP) DESIGN CONSULTANT BASED ONACTUAL BUILDING DEMAND VALUES.

13. THE CONTRACTOR SHAU. BE RESPONSIBLE TO GRADE ALL STORM WATER RUNOFF AWAY FROM lHE PROPOSEDBUILDING AND TO INSURE THAT SURFACE WATER RUNOFF DOES NOT ADVERSELY IMPACT THE AO.W:ENTPROPERTIES.

14. ELEVATION BENCHMARK SHALL BE PROl/1DED BY THE PROJECT LANO SURVEYOR IN THE FIEI.D PRIOR TOCONSTRUCTION.

15. UTILITIES EXIST WITHIN THE VICINITY OF THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THELOCATION OF ANY UTILITY FACILITY WITHIN THE PROJECT LIMITS ANO ITS VICINITY. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IMMEDIATELY OF ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION.

16. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH EACH RESPECTIVE UTILITY COMPANY PRIOR TO CONSTRUCTION.

17. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE CURRENT RULES ANO REGULATIONS OF THEGOVERNING SOIL CONSERVATION DISTRICT AS THEY APPLY TO THE PROPOSED CONSTRUCTION.

18. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE AREAS OUTSIDE THE LIMITS OF CONSTRUCTION,INCLUDING ALL THREE AVENUES, FREE OF ALL CONSlRUCTION DEBRIS INCLUDING WHEEL TRACKING OF MATERIALCONSTRUCTION VEHICILES.

19. ALL EXISTING VALVES, CLEANOUTS ANO SIMILAR ITEMS LOCATED WITHIN THE LIMITS OF THE PROPOSEDCONSTRUCTION ARE TO BE RESET IN THE FIEI.D BY THE CONTRACTOR TO MEET FINISHED GRADE.

20. THE PROPOSED CURB AT THE 81'SE OF ALL "ADA" CURB RAMPS SHALL BE SET FLUSH WITH THE ABUTTINGPROPOSED PAVEMENT SURFACE.

21. THE OWNER AND / OR CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH lHE UTILITY DWNER(S) OF THE ON & OFF SITE UTILITY POLES, OVERHEAD WIRES AND GUY WIRING TO COORDINATE lHE REMOVAL OF THEEXISTING ON-SITE UTILITY POLE & OVERHEAD WIRING PRIOR TO CONSTRUCTION.

22. FINAL LOCATION OF ALL UTIUIY CONNECTIONS MUST BE DETERMINED 81'SED ON "FINAL• ARCHITECTURAL PLANS.

23. ALL UTILITIES ARE TO BE COORDINATED WITH THE PROJECT MEP PRIOR TO CONSTRUCTION. CONTRACTOR ISRESPONSIBLE IN OBTAINING ALL APPROPR1ATE PERMITS TO CONSTRUCT SAID UTILITIES PRIOR TO CONSTRUCTIONAND TO lHE SATISFACTION OF THE CITY ENGINEER.

24. ALL LEADER DRAINS TO BE DIRECTED TO A STORM SEWER INLET SIRUCTURE ALONG lHE PROJECT FRONTAllE ORAT THE REAR OF LOT 8/9.

25. TEST PITS SHALL BE PERFORMED PRIOR TO CONSTRUCTION TO CONFIRM LOCATION OF EXISTING UTILITIES.

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"A" OR "£" IN/ FT N.T.5.

2. CONTRACTOR IS TO REMOVE: FABRIC JUST PRIOR TOPAVING.

J. CONTRACTOR Sl-iA!.1. BACKFILL AFTER INSTALLATION OFINLET nLrrR.

4. DESIGN OF INLET F1LTER WILL �FE"LY PASS FLOWSFROM STORM EVENTS GREAT£R THAN I YEAR, 24 HOUR DURATION.

INLET FILTER DETAIL N.T.S.

SOMERSET - UNION COUNJY SOIL CONSERVATION PISJBICJ $OIL EROSION AND SEDIMENT CONTROL NOTES

1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED IN ACCORDANCE WllH THESTANQABQS EPB son EROS\ON ANQ SfQIMENT CONTROL IN NEW JERSEY (NEW JERSEY STANDARDS) ANDWILL BE IN PLACE PRIOR TO ANY MAJOR SOIL DISTURBANCE, OR THEIR PROPER SEQUENCE ANDMAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED.

2. ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THAN THIRTY (30) DAYS AND NOT SUBJECTTO CONSTRUCTION TRAFFlC SHALL IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE SEASON PROHIBITS TEMPORARY SEEDING, THE DISTURBED AREA WILL BE MULCHED WllH STRAW OR HAY AND TACKED IN ACCORDANCE WITH THE NEW JERSEY STANDARDS. SEE NOTE 21 BELOW.

3. PERMANENT VEGETATION IS TO BE ESTABLISHED ON EXPOSED AREAS WITHIN TEN (10) DAYS AFTER FINALGRADING. MULCH IS TO BE USED FOR PROTECTION UNTIL VEGETATION IS ESTABLISHED. SEE NOTE 22BELOW.

4. IMMEDIATELY FOLLOWING INITlAL DISTURBANCE OR ROUGH GRADING. ALL CRmCAL. AREAS (STEEP SLOPES,SANDY SOILS, WET CONDmONS) SUBJECT TO EROSION WILL RECEIVE A TEMPORARY SEEDING INACCORDANCE WllH NOTE 21 BELOW.

5. TEMPORARY DIVERSION BERMS ARE TO BE INSTALLED ON ALL CL.EARED ROADWAYS AND EASEMENT AREAS.SEE THE DIVERSION DETAIL.

6. PERMANENT SEEDING AND STABILIZATION TO BE IN ACCORDANCE WITH THE STANDARDS FOR "PERMANENTVEGETATIVE COVER FOR SOIL STABILIZATION." SPECIFIED RATES AND LOCATIONS SHALL BE IN THE APPROVEDSOIL EROSION AND SEDIMENT CONTROL PLAN.

7. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SO THAT ALL STORM WATER RUNOFF ISDIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACIUTlES.

8. ALL SEDIMENTATION STRUCTURES (STABILIZED CONSTRUCTION ENTRANCE, SCOUR HOLE, SILT FENCE, HAYBALE AND SEDIMENT FENCE, TREE PROTECTION, INLET FILTERS, AND SEDIMENT BASINS) WILL BE INSPECTEDAND MAINTAINED DAILY.

9. STOCKPILES SHALL NOT BE LOCATED WllHIN 50 FT. OF A FLOOD PLAIN, SLOPE, DRAINAGE FACIUT'(, ORROADWAY. ALL STOCKPILE BASES SHALL HAVE A SILT FENCE PROPERLY ENTRENCHED AT THE TOE OF THESLOPE.

1 O. A STABILIZED CONSTRUCTION ACCESS WILL BE INSTALLED, WHENEVER AN EARTHEN ROAD INTERSECTS WITH A PAVED ROAD. SEE THE STABILIZED CONSTRUCTION ACCESS DETAIL AND CHART FOR DIMENSIONS.

11. ALL NEW ROADWAYS WILL BE TREATED WllH SUITABLE SUBBASE UPON ESTABLISHMENT OF FINAL GRADEELEVATIONS.

12, PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES.

13. BEFORE DISCHARGE POINTS BECOME OPERATIONAL, ALL STORM DRAINAGE OUTLETS WILL BE STABILIZED ,SREQUIRED.

14. ALL DEWATERING OPERATIONS, IF REQUIRED, MUST BE DISCHARGED DIRECTLY INTO A SEDIMENT FILTERAREA. THE FILTER SHOULD BE COMPOSED OF A FABRIC OR APPROVED MATERIAL. SEE THE DEWATERINGDETAIL.

15. ALL SEDIMENT BASINS WILL BE CLEANED WHEN THE CAPACllY HAS BEEN REDUCED BY 50:1:. A CLEAN OUTELEVATION WILL BE IDENTIAED ON THE PLAN AND A MARKER INSTALLED ON THE SITE.

16. DURING AND AFTER CONSTRUCTION, THE APPLICANT WILL BE RESPONSIBLE FOR THE MAINTENANCE ANDUPKEEP OF THE DRAINAGE STRUCTURES, VEGETATION COVER, AND ANY OTHER MEASURES DEEMEDAPPROPRIATE BY THE DISTRICT. SAID RESPONSIBIUT'( WILL END WHEN COMPLETED WORK IS APPROVED BYTHE SOMERSET - UNION SOIL CONSERVATION DISTRICT.

17, ALL TREES OUTSIDE THE DISTURBANCE LIMIT INDICATED ON THE SUBJECT PLAN OR THOSE TREES WllHIN THE DISTURBANCE AREA WHICH ARE DESIGNATED TO REMAIN AFTER CONSTRUCTION ARE TO BE PROTECTED WllH TREE PROTECTION DEVICES. SEE THE TREE PROTECTION DETAIL.

1 B. THE SOMERSET - UNION SOIL CONSERVATION DISTRICT MAY REQUEST ADDmONAL MEASURES TO MINIMIZE ON SITE OR OFF SITE EROSION PROBLEMS DURING CONSTRUCTION.

19. THE SOMERSET - UNION SOIL CONSERVATION DISTRICT MUST BE NOTIFIED, IN WRmNG, AT LEAST 72HOURS PRIOR TO ANY LAND DISTURBANCE, AND A PRE-CONSTRUCTION MEETING HELO.

20. TOPSOIL STOCKPILE PROTECTIONA. APPLY GROUND LIMESTONE AT A RATE OF 90 LBS. PER 1000 SQ. FT.B. APPLY FERTILIZER (10-20-10) AT A RATE 11 LBS. PER 1000 SQ. FT.C. APPLY PERENNIAL RYE GRASS SEED AT 1 LB. PER 1000 SQ, FT. AND ANNUAL RYE GRASS AT 1 LB.

PER 1000 SQ. FT. D. MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 90 LBS. PER 1000 SQ. FT.E. APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH.F. PROPERLY ENTRENCH A SILT FENCE AT THE BOTIOM OF THE STOCKPILE.

21. TEMPORARY STABILIZATION SPECIFICATIONSA. APPLY GROUND LIMESTONE AT A RATE OF 90 LBS. PER 1000 SQ. FT.B. APPLY FERTILIZER (10-20-10) AT A RATE 11 LBS. PER 1000 SQ. FT.C. APPLY PERENNIAL RYE GRASS SEED AT 1 LB. PER 1000 SQ. FT. AND ANNUAL RYE GRASS AT 1 LB.

PER 1 000 SQ. FT.D. MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 90 LBS. PER 1000 SQ. FT.E. APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH.

22. PERMANENT STABILIZATION SPECIFICATIONSA. APPLY TOPSOIL TO A DEPTH OF 5 INCHES (UNSETTLED).B. APPLY GROUND LIMESTONE AT A RATE OF 90 LBS. PER 1000 SQ. FT. AND WORK FOUR INCHES INTO

SOILC. APPLY FERTILIZER (10-20-10) AT A RATE OF 11 LBS. PER 1000 SQ. FT.D. APPLY HARD FESCUE SEED AT 2.7 LBS. PER 1000 SQ. FT. AND CREEPING RED FESCUE SEED AT 0.7

LBS. PER 1000 SQ. FT. AND PERENNIAL RYE GRASS SEED AT 0.25 LBS. PER 1000 SQ. FT.E. MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 90 LBS. PER 1000 SQ. FT.F. APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH.

23. USDS SOIL SERIES FROM NRCS, NATURAL RESOURCES CONSERVATION SERVICES:

UR - URBAN LAND, HSG=? (,SSUME 'C' BASED ON SURROUNDING SOILS)

24. AREA OF DISTURBANCE = 83,500 SF OR 1.92 ACRES •

SEQUENCE Of CONSTRUCTION PHASE J: 1. INSTALL EROSION CONTROL DEVICES INCLUDING SILT FENCE AND

ANTI-TRACKING PAD. (1 DAY)

2. BEGIN SITE DEMOUTlON, REFER TO SHEET 2, EXISTINGCONDITlONS/OEMOUTlON PLAN (1 MONTH)

3. BEGIN BUILDING CONSTRUCTION WITH ALL UTIUT'( CONNECTIONS. (9MONTHS)

4, PERMANENTLY STABILIZE ALL DISTURBED AREAS AND REMOVE ALL SOIL EROSION CONTROL DEVICES ,s FINAL ITEM. ( 1 DAY)

5.

PHASE 2:

1, INSTALL EROSION CONTROL DEVICES INCWDING SILT FENCE ANO ANTI-TRACKING PAD. (1 DAY)

2. BEGIN SITE DEMOUTlON, REFER TO SHEET 2, EXISTINGCOND1Tl0NS/DEMOUT10N PLAN ( 1 MONTH)

3. BEGIN BUILDING CONSTRUCTION WllH ALL UTIUT'( CONNECTIONS. (9MONTHS)

4. PERMANENTLY STABILIZE ALL DISTURBED AREAS AND REMOVE ALL SOILEROSION CONTROL DEVICES ,S FINAL ITEM. ( 1 DAY)

TENTATIVE START DATE FOR CONSTRUCTION: SEPTEMBER 2016

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IIIT EXISTING !RADE

(5) TH( Sll£WI.K SIW.L iE fllJR 14) nou THICKAND SHAU IE flNJSI£!) 1/llll A VOOD fllJAT m.LIN£DlY BRUSIJJNG 1/ln! A VET SIJf1 HAIR BRUS!\I •' !HJO: Al lll!V£.IIAYSJ

(o) A nu !)[PIH TRANSVERS£ EXP/INSlll!! JJJNT IS rn I[ CIIT£1/ERY 12 Lll£Ali rm. JOIJITS SHAU B£ flLLEll VJTH PREFlliol.] EXPANSOlll JOINT flllflU/1 ID\ iHlO:, IIHICH SHALL lE fiUSH VITH Tl£ TU', A FIi.Sf: TRANVERS!: JUIN1 IS m I[ CIII EVERY 4 Lll£AR rm.

(I) VIER£ SIIJEVALK MI..IIJNS A CI.Rl !JR 0!10 S]ROC!ll<E, A l/2' PRfJIIRll[D ..IIINT mm SHALl IE ll<STAU.ED.

(8) Clffl<ETE SlllE'/ALI( TD IE CllU AS P!!1 lfV JERSEY STATE ll!LT. S!ANIIARO SPEIJJCATl!JNS. 1001 $(CTIIJll :lll.17 PAGE 500-2\l

CONCRETE SIDEWALK DETAIL NOT TO SCALE

PAVERS WITH MORTOR

SECTION

PAVER ACCESS DRIVE DETAIL (NOT TO SCALE)

THIS IS NOT A CONSTRUCTION DETAIL. THIS DETAIL IS FOR PLANNING REVlEW PURPOSES ONLY. CONSTRUCTION DETAIL SHALL BE PREPARED BY A QUALIFIED STRUCTURAL ENGINEER.

r7'--j I' RAD. MJTES

(1) SUIIGAAll£ SIWl BE 1/Ell lJRAINlD ANl CIJi'ACTED TD A flllll SIJlfAC£ 'JTTH A Llllf1JF.1< IE/IRING 00

12) ALL fill<kS f!IR Cll<BctJNSlRIJCTIIJll SHALL IE APPROVEDBY Tl£ cm [NG!liU

Cl! cot!(%;![ SHN.l Ill' AIR ENTR�H[D 4,000 P.�J. STRENGrn AC\ffiDlMG TD TI[ RE(IJIIIDIENTS Of Ti£ S!AfiilliD SP£CIF!C/,Tl!INS £f THE Jll'V .£RS[Y DEPART� £f TRANSPIIR!ATIIJll fllR 1001 AN1 Sl1'1'LD£NTARY SP£Cl11CATIOOS.

(4) A FULL OCPTH TR/IISVERSE lXPANSIIJllJJJHT II TO It CUT MRY 10 rm.JllHTS SHALL IE flllED \ll!H PREF!l<MED[Xl'AllSllll JllHT rn.m, 1/1 lllCH !HJCI(,IIHIC\i Sl'Al.l lE FLUS!I VITH Ti£ ill' ANl fACf,

(5) \ll£R£ tu:ESSARY COlCliCTE CIRB SHALL �AV[ A 4' R!!.!lDTRANSVERS( ll'OOIG TO ACCEPT R!IF �ll'OOIG MY IE MAI[ 11 !I[ JliSllllllll lT AQIJS[HIJl.1All{R imllu CUIISlRLCT!III

16) ClllCRETE CURJI TO IE CUREDAS PER 1£\/ .IRS[Y ST!TE 1.ar. STAl!DARllSP£Clf!CA l!lllS 1(l()l smirn jl)Ll) PAGE 500-2\l

VERTICAL CONCRETE DETAIL NOT TO SCALE

MATCH EXIST WIDTH NEW PAVEMENT OVERlAY

1-1/2.R MATCH EXIST HEIGHT

F.AB.C., 1-5 ROADWAY RESURFACING------..._ (SEE PAVEMENT SECTION OETAJL FOR THtCl<NESS)

FINISHED GRADE

• TACK COAT EDGES OF EXIST. PAVEMENT

EXIST. 4" STAB. BASE------rz;uc:Lz:J'.c:Lc:Lc:L� 20· EXIST. SUB 84.SE

PROP. 4" STABILIZED BASE & --� 6" DGA TO BE CONSTRUCTED &: INCLUDED IN UNIT PRICE ,. OF CURB

/l.S REQUIRED, CURB & GUTTER SHALL BE REMOVED & REPLACED WITH CURB ONLY. All EXCAVATION AND DISPOSAL OF EXIST. MATERIALS TO BE INCLUDED IN UNIT PRICE BID FOR CURB. ADDITIONALLY. UNIT PRICE F'OR CURB TO INCWDE 4" STABILIZED BASE & 6" OGA, TYPICAL.

FLUSH VOID WITH CEMENT GROUT

NEW CONCRETE CURB 4500 PSI CONC. AT 28 DAYS

EXCAVATION INCLUDED UNDER CURB REPLACEMENT ITEM (TYP)

CURB REPLACEMENT W/ PAVEMENT OVERLAY NOT TO SCALE

NOTES:

1. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL CONDmONS SHALL BE BACKF'lll.ED WITH 3/4• CLEAN CRUSHED STONE. ALL SUBGRADES SHALL BE APPRO'v'ED BY THE CITY ENGINEER PRIOR TO POURING.

2. EXPANSION JOINTS SHALL BE PROVIDED AT EQUAL DISTANCES OF NO MORE THAN 12' AND AT AU STORM SEWER INLETS.. JOINTS SHAU. BE FILLED WITH PREF'ORMED EXPANSION JOINT FILLER 1/2" THICK NON-EXTRUDABLE BITUMASTIC MATERIAL. CONFORMING TO NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD ANO BRIDGE CONSTRUCTION. THE JOINT SHALL BE RECESSED Jo." FROM THE TOP ANO FRONT OF THE CONCRETE CURB.

3. EXISTING CURB TO BE REMOVED SHAU. BE SAWCUT OR REMOVED AT EXISTING EXPANSION JOINT.

4. EXPANSION JOINTS SHALL BE PROVIDED WHERE PROPOSED CONCRETE CURB MEETS EXISTING CONCRETE CURB.

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CAMPBELL CAST1NG #4155 OR APPROVED EQUAL SHALL BE USED TO PROTECT P.V.C. CAP FROM DAMAGE AND SHALL BE PROVIDED FOR All CONNECTIONS BETWEEN CURB ANO STREET RIGHT OF WAY. OR "5 DIRECTED 8Y THE CITY ENGINEER.

\ PAVEMENT EXIST. CURB

MINIMUM SLOPE 1/4• PER FOOT UNLESS DIRECTED 8Y THE CITY ENGINEER

1/8 BEND �--,CORE DRILL EXIST. SANITARY SEWER

�JING MIN. 4•1 SDR-35 PVC PIPE OR APPROVED EQUAL

NOTE: COMPACTED BACKRUN SANO OR DENSE GRADED AGGREGATE SHALL BE PLACED UP TO lHE SPRINGLINE OF THE PIPE AND UP TO THE UNDERSIDE Of THE CLEAN OLJT CASTING OR AS DEEMEO NECESSARY BY THE CITY ENGINEER. 1 • MAX.

EXIST. CONC. """ CONC. ENC>SEMENT ••

6• • OF •• LATERAL

12·

APPi !CATIONS:

••

MAIN TO RECEl\lE THE PROPOSED LATERAL. LATERAL TO EXTEND INTO MAIN BY 1• MAX. LATERAL COONEC110N TO MAIN SHALL BE CONNECTED 'MTH INSERTA-TEE PVC HUB, STAINLESS STEEL BAND, & RUBBER SLEEVE VMICH SHALL BE ENCASED WITH 3500 PSI CONCRETE ALL AROUND. REFER TO http: / /-w. lnsertatee.com /ln structionol_ videos.html FOR INSTALLA110N

POSSIBLE EXIST. UNDERDRAIN

1. WHEN EXIST. MAIN/INTERCEPTOR FLOW CAN NOT BE INTERRUPTED. 2. WHEN AN EXIST. UNOERDRAIN EXISTS UNDER THE MAIN. 2. WHEN A STRAPPEO SAOOLE CONNECTION CAN NOT BE CONSTRUCTED.

LATERAL CONNECTION TO EXISTING SEWER MAIN DETAIL

Mill OR REMOVE EXISTING ..t.SPHALT "5 INDICATED ON PLANS ANO REPLACE WITH 4• STAB. BASE COURSE

NOT TO SCALE

' ;�Y»''t ,. F AB.C., 1-5 01,£RLAY

EXIST. SUB BASE TO REMAIN

= WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, TACK COAT SHALL BE PROI/IDED AT JOINT.

PAVING REPLACEMENT DETAIL

SIDEWALK (REPLACE IN KIND OR AS DIRECTED BY

THE CITY ENGINEER)

SAWCUT SIDEWALK

I

I

I

I

I

TRENCH

. •

NOT TO SCM..E

SAWCLJT SIDEWALK

FlNAL BACKFlU.-DENSE GRADED AGGREGATECHOKEO, MECHANICALLY TAMPED IN 6-INCH

----LIFTS

/------ SIDE SLOPES IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF O.S.H.A. & OTHER GOVERNMENTAL REGULATIONS

---15"f HOPE PIPE

INITIAL BACKFlLL-3/4• CLEAN ANGULAR CRUSHED STONE

h.;4----BEODING-J/4" CLEAN ANGULAR CRUSHED STONE

DETAIL (HOPE PIPE) NOT TO SCALE

TOP RAIL BAND

3" 0.0. TERM INAL POST

STRETCHER --t, BAR BANDS A T 10" O.C.

0 I

io

BOT. RAIL BAND --r--,

• N

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TERMINAL POST CAP

BAR

3/8" DIA. ADJUSTABLE TRUSS ROD FDR ALL CORNER POSTS

2" O.D. LINE POST AT 1 Q' O.C. MAX.

CAST IN PLACE CONCRETE. CLASS 'C' (TYP.)

3/4" CRUSHED STONE (TYP.)

BEDDING AROUND THE UTILITY PIPE SHAU. BE IN ACCORDANCE WITH THE UTIUlY COMPANY STANDARDS

PA\IEMENT SECTION (SEE DETAJL) OR TOPSOIL (SEE LANDSCAPE PLAN)

BACKFlLL SHAU. BE PROVIDED AT

6" TO 12" LAYERS, />S DIRECTED BY THE ENGINEER. AND MECHANICAL!. Y COMPACTED TO 95111OF MAXIMUM DRY DENSITY />S APPRO\/EO BY THE ENGINEER (SEE NOTE 2.)

PROPOSED UTILITY PIPE

3/4" CLEAN CRUSHED STONE BEDDING (TYP.) 2'+ PIPE DIA.

(IYP.)

NOTE, 1. PAVEMENT SECTION TO BE REPAJRED IN ACCORDANCE WITH THE PA\IEMENT REPAJR DETAJL

2. AREAS SUPPORTING ANY STRUCTURE SHAU. BE BACKFlLLED USING DENSE GRADEDAGGREGATE OR />S DIRECTED BY THE ENGINEER. SUITABLE EXCAVATED SOIL MAY BE USED/>S BACKFlLL IN NON-STRUCTURALLY SUPPORTING AREAS OR />S DIRECTED BY ENGINEER.

3. EXCAVATIONS IN EXISTING PA\IED ROADWAYS SHAU. BE COORDINATED WITH THE CITYENGINEER'S OffiCE. AND ALL EXCAVATION SHAU. BE PA\/ED WITH TEMPORARY BITUMINOUSPAVEMENT FROM THE DATE OF ORIGINAL EXCAVATION UNTIL PERMANENT PAVEMENT ISINSTALLEC.

4. HMA PAVEMENT REPAIRING MUST COMPLY WITH THE LATEST VERSION OF THE NJDOTSPECIFlCATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

5. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY THE ENGINEER PRIOR TO SCHEDULING WORK.FAIWRE TO NOTIFY THE ENGINEER MAY RESULT IN THE WORK NOT BEING ACCEPml.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE APPROPRIATE UTILITYCOMPANY PRIOR TO CONSTRUCTION.

TYPICAL TRENCH DETAIL NOT TO SCALE (R-MISC-010 - 01.21.09) (REV. 2-10/19/09)

PROPOSED ACCESSIBLE PARKING STALL SIGN (T(f'.) �

• PROPOSED EDGE OF PAVEMENT

1/2 PARKING STALL WIDTH

(TYP.)

-- -- -- -------------OR CURBING \

4 IN. WIDE STALL STRIPING P.

5/8" O.D. TOP RA

�

L KNUCKLED SELVAGE A T TOP AND BOTTOM

SLEEVE AT 20' ·_,- L INE POST CAPO.C. MAX. ,

9 GAUGE 2" CHAIN LINK FENCE FABRIC MESH, SECURE TO ALL RAIL MEMBERS

FABRIC TIE 9 GAUGE AT 10" O.C.

MAINTAIN 2" CLEARANCE

�--TEMPORARY PANEL STAND

1/2 PARKING STALL WIDTH

8 FT.

60 IN. MIN. ACCESS AISLE SERVING CAR

PARKING SPACES

96 IN. MIN. ACCESS AISLE

SERVlNG VAN PARKING SPACES

AMERICANS WITH DISABILITIES ACT ACCESSIBLE PARKING STALL DETAIL

TEMPORARY CHAIN LINK FENCE

(NOT TO SCALE)

(N.T.S.)

=

1. THE FOLLOWING SHALL BE IN ACCORDANCE WITTi THE REQUIREMENTS OF THE MUNICIPAL ENGINEER:

{A) STRIPING COLOR AND MATERIAL (B) MARKING COLOR AND MATERIAL. (C) ACCESS ISLE PAVEMENT MARKING.

=

1. ALL POSTS SHALL BE OF ADEQUATE LENGTH TO MEET THE REQUIREMENTS

F.SfNofcCJ�

Nu�o�t"Tf�A��IC

THE

CONTROL DEVIG,ES FOR STREETSAND HIGHWAYS .

2. ALL POSTS AND BRACKETS SHALLf�D

C��lLe[�

T stF�iE

H�l,f_�A�l��G�ED

WHICH SHALL BE IN CONFORMANCt. WITH CURRENT A.S.T.M. SPECIFICATION A 123.

3. INSTALLATION, DIMENSIONS, COLOR, AND DETAILS OF VARIOUS SIZE SIGNS, SHEILDS, AND ACCESSORY PANELS TO FOLLOW STANDARDS IN THE CURRENT "SJANDARD Hl\,HWAY SIGNS PUBLICATION' AND THE 'MANUAL ON UNIFORM TRAFFIC CONTROL Q,EVICES FOR STREETS AND HIGHWAYS

oO w I= 1/J 0 => " � :,; z" z'-' 8: " U1 • • ,_o 0 °' I I •C i--0 "' Zw

PRIMARY SIGN

STANDARD STEEL MOUNTING POST

SECONDARY SIGN

H_ANDICAP PARKING

� VIOLATORS \llll BE TICKETED

R.7- I G

I 211x I 8

11

u

PENALTY

- PRIMARY SIGN

2'-0" (TYP.) 0" $250 f' cmtl(I -SECONDARY SIGN

CONCRETE GRADE

3500 P.S.I. CONCRETE

FOOTING

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R.7-8B

I 2 11x I 2 11

('IIHERE APPLICABLE)

AMERICANS WITH DISABILITIES ACT ACCESSIBLE PARKING

(N.T.S.) STALL SIGN DETAIL

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Symbol Qty Label _ Arrangement Total Lamp Lumens LLF Description @ G--EJ ___ _J_•_c3,_ __ _1__:A.:._ _ _ _ ___ __ _ ___ ___ �B::cA::::C"'K_-=BA:..:C::::K

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RIM=70.88 @ MH TEL RIM=71.42

Calculation Sum

maryLabel I CalcType I Units I Avg I Max I Min I Avg/Min I Max/Min Parking I !!luminance I Fe I 2. 54 I 14. 5 I o. s I s. os I 29. oo

========================seG"''R"A"SS"""/Ss;'L=A=N=IJ=s==ses-se===================-·� MOUNTABLE CONC. CURB

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i 01 fCC 11{.19 :XWB �=-=· '='l'ffii

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FIR£ ESCAPE

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(IOO'R.0.W. PER TAX MAP) JNVB=65.7

ifV=66. 7. INLET

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11,438 SF I

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CENTRAL RAILROAD OF NEW JERSEY RAILROAD TRACKS

- ----

<

LANDSCAPING ,t UGHTJNG PLAN

80'

, r4wvwffii, ;;;; · """';. ··'"1:· ,,.,,..,J

TREEGAATE(SEE TREEGRATEOETAtt.)

FRAME TO BE SET IN CONCRETE)

PROPOSED 4600 PSI AIR ENTRAINED CON SIDEWALK (SEE SIDE DETAIL)

SECTION AT FRAME TREE GRATE

NOTES:

1. GRATE TO BE NEENAH FOUNDRY MODEL NO R-8710 "AVENUE' COLLECTION, 48' SQUARE wrTH 16" DIAMETER EXPANDABLE TREE OPENING OR APPROVED EQUAL

2. FRAME TO BE NEENAH FOUNDRY MODEL NO. R-8500 TYPE U FR.l>ME OR APPROVED EQUAL 3. GRATE ANO FRAME INSTJ\U.ATION St-!ALL COMPLY WITH MANUFACTURERS SPECIFICATIONS WITH

CONCRETE CONSTRUCTION.

TREE GRATE & FRAME DETAIL NOT TO SCALE (R-l.AN!).(13(1-01.21,09)

2 FT STAKE &. 12 GAUGE WIRE 3 PER TREE, 120" SPACING

EYEBQRfEN r� PBDKltlS

.. .,..,. .�.-'\Yj t;tJ> i..rn.

�=---�.Jl.,_.J. LOOPS AND WlRE ATTACHED TO 2" DIA. STAl<E. 2FT. INTO GROUND WITH EXPOSED SECTION �2 TO 2/J HEIGHT Of TREE OUT OF GROUND, TWO PER DECIDUOUS TREE.

6" SOIL SAUCER

FOLD BACK BURLAP ON E.-\CH BALL

PREPARED BACl<FILL MIXTIJRE COMPACTED BACKflLL MIXTURE

PLANTING DETAIL

(NOT TO SCALE)

C>

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--3" min conduit entry

PRODUCT IMAGE(S)

rectangular arm

slip litter

DIMENSIONS

tT 0

=

l '

A

22.75" (578 mm)

'

-

.

.

A 8

l

(

B

16.75"

(425 mm)

MOUNTING OPTIONS

+--

0

1"

....... _ .. ,I

C

11.25"

(286mm)

Weight:

15.0 lbs (6.8 kg)

Front

EPA

.671t2

{--.. ·- 5 1/2"

8 1/2" },

,f------183/4" ,i' --===-::]�· . T� I m _ ! _�- - ·- ·- ·- - -- -. L"l

�·-·-·-·-·····-·-······-········-············-··-·-···-···· •••••• J ·"' ! � ·--� le

PK2 2-3/8" Adjustable Knuckle

Accepts 2 3/8� OD tenon, min 4n long.

7" bolt circle Side Vi'ew SF2 2-3/8" OD Slip Fitter Back View

• 8 1/2"

Side V/Cw HA Rectangular .Arm Back View

LIGHT FOUNDATION DETAIL LIGHT FIXTURE DETAIL

PLANT KEY QTY.

Cp 4 Eh 3

NOT TO SCALE

ProJect L1ght1ng Consultant, Christopher Maute Electric L1ght1ng Agencies Telephone, 973.229.2471 Email, [email protected]

LANDSCAPING NOTES

I . PROPOSED STREET TREES BE ALTERNATED BETWEEN CHANTICLEER PEAR AND EUROPEAN HORNBEAM .

2. REFER TO ARCHITECTURAL PLANS FOR COURT YARDPLANTINGS.

MATERIAL LIST

BOTANICAL NAME COMMON NAME

FYRUS calleryana Chanticleer Fear CARFINU5 betulus European Hornbeam

NOT TO SCALE

SIZE CONDITION

21/2" - 3" Ca.I. B*B 21/2" - 311 Cal. B$B

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