PRELIMINARY & FINAL SITE PLAN PROPOSED MIXED-USE BUILDING No. 347-351 WEST CLAY AVENUE WEST R -4 LOTS No. 1 & 2, BLOCK No. 307 TAX MAP SHEET No. 3 NEW JERSEY UNION COUNTY BOROUGH OF ROSELLE PARK PROPERTY LOCATION 210 9 414 SEATON A\/f. 210 10 410 SEATON AVE OWNER/MAJL ADDRESS BLOCK & UDT POSSO, JORGE A & D�NNA I 414 SEATON AVE ROSELLE PARK, NJ 07204 POSSO, JORGE A & DIANA I SEATON AVENUE (60' R.O.W.) 414 SEATON AV[ ROSEL!£ PARK, NJ 07204 • 210 11 408 SEATON A\/E MARTNEZ, HERNANDO & TERAN, ELSY 408 SEATON AVE ROSELLE PARK, NJ 07204 210 12 400 SEATON A\/E CASCIO, JOHN JR 211 435 WESTFlELC A\/E 400 SEATON AVE ROSELL£ PARK, NJ 07204 9 6 7 2 10 8 OUTDOOR SYSTEMS, INC. 108-112 ffflOUTE AVE 5 214 2 112 FAITOUTE AVE SIGNAnJRE REAL. ESTATE, LLC 100 FAITOUTE AVE ROSELLE PARK, NJ 07204 214 3 110 FfflOUTE A\/E Vf.NTURO, ROBERT M 100 FmoUTE AVE ROSEL!£ PARK, NJ 07204 214 4 108 FAITOUTE AVE VENTURO, ATTILIO & THATIANA 816 HAMILTON PL ROSEL!£ PARK, NJ 07204 214 5 305 405 WESTFIELD AVE Vf.NTURO, ATTILIO S 816 HAMILTON PL ROSELLE PARK, NJ 07204 323 F�TOUTE A\/E REED, SAMUEL M 12 CANDICE WAY EAST HANOVER, NJ 07936 10 9 8 @ 185 U.S. HIGHWAY 46 SIGNATURE HOLDINGS, LLC 100 FAITOUTE AVE ROSEL!£ PARK, NJ 07204 7 4 3 FA/RFJElD, NJ 07004 214 CONRAIL (100' R.O.W.) 6 7 3J6 SEATON AVE �ACRI, PETER & ROSE (TENANTS/COMMON) 336 SEATON AVE ROSELLE PARK, NJ 07204 307 3 343 CLAY AVE W PAL£Y, MARK 343 CLAY AVE W ROSELLE PARK, NJ 07204 307 4 J37 W CLAY AVE JAN \IINCENT M. MANAGEMENT LLC 11 ROMORE PL CRANFORD, NJ 07016 307 5 333 W CLAY AVE LUCERO, LAURA K. 333 W CLAY AVE ROSEL!£ PARK, NJ 07204 307 @ <>= c.J L....., !!s § 3 2 4 5 6 8 7 9 l=:c; ----------------'s;;;:c-�--�--�---t---�---�----i :::, "-' (2 - 2 356 SEATON AVE RICCIO, FRANK N JR & FlRANK 356 SEATON AVE ROSEllE PARK, NJ 07204 305 3 352 SEATON AVE CASTRO, ELIDA 707 CHESTNUT ST ROSEL!£ PARK, NJ 07204 -b �NE UNION, NJ 07063 UC PLANNING BMRO ADMIN. BUllDING ELIZABE1HTOWN PLAZA ELIZABETH, NJ 07207 CONRAL PROPERlY TAX DEPT. P.O. BOX 8500-4450 PHILADELPHl,\ PA 19178-4450 PUBLIC SERv1CE ELECTRIC & GAS CO. STE\/EN J. K0LEY, DMSION MANAGER 909 WEST GRANO ST. ELIZABETH, NJ 07207 RAHWAY VALLEY SEWAGE AlJTHORITY 1050 EAST HAZLEWOOD AVE. RAHWAY, NJ 07065 ARCHITECTURAL DRAWINGS PREPARED BY: WAGA ENTERPRISES ARCHITECTS, LLC 2109 ST. GEORGES AVENUE RAHWAY, NJ 07065 (732) 382-2000 LOT 1 PAUL W. MINITEW 351 WEST CLAY AVENUE ROSELLE PARK, NJ 07204 LOT 2 JOSEPH GRAZIO 347 WEST CLAY AVENUE ROSELLE PARK, NJ 07204 APPLICANT WEST CLAY ASSOCIATES LLC 94 HILLCREST DRIVE CLARK, NJ 07066 PROPOSED MIXED-USE BUILDING N.T.S. PREPARED AUGUST 2017 OWNER: PRELIMINARY &: FINAL SllE PLAN PROJECT AREA MAP FOR WEST CLAY ASSOCIATES LLC 94 HILLCREST DRIVE CLARK, NJ 07066 No. 347-351 WEST CLAY AVENUE LOTS No. 1 AND 2, BLOCK No. 307 BOROUGH OF ROSELLE PARK, UNION COUNTY, NEW JERSEY CERTIACATION Of APPROVAL APPROl,£0 BY THE BOARD Of ADJUSTMENT Of THE BOROUGH Of ROSELLIE PARK CHAIRMAN DAlE SECRETARY DAlE ENGINEER 0AlE COVER SHEET .. HARBOR CONSULTANTS ENGINEERS & SURVEYORS 320 NORTH AVENUE EAST CRANFORD, N.J. 07016 Tel. (908) 276-2715 Fox (908) 709-1738 :ICTOR ?. VINEGRA P.E. It LS. UC. No. 34480 PROJECT No. 20017027 LAST REVISED 2/21/18 2/21/18 2/21/18 2/21 '18 2/21 18 2/21 18 2/21 18 2/21 18 'rr II II !If II " · .·C­ 1 , ' INV...71'!.12 =:::::::: I DEMOLITION NOTES:1. 2. PROTECT AT AU. TIMES ADJACENT PROPERTIES AND PUBLIC RIGITT-OF-WAYS FROM DAMAGE, DUST ANO DEBRIS. PROvlDE FOR THE SAFETY OF PEDESTRIANS f\T ALL TIMES. CONRAIL - LEHIGH LINE J. ALL UNDERGROUND PIPING TO BE REMOVED SfW.l BE CAPPED f\T THE PROPERTY LINE. (100' R.O.W.) 4. THE USE OF EXPLOSIVES IS PROHIBITED WITHOUT THE REQUIRED LOCAL ANO STATE PERMns. - N51'38'26"E 169.14' ', ' ' ----, 0.4' S / ,,.� 0.7' E - SHED ROWNS , 94.14' 2.6' �,, SHED \ 11.5' � \ 'll>, IN -GROUND FOOi. 01i'_)\: )1'1"-+,,· . � I 2 STORY FRAME & STUCCo OWlliJNG No. J51 f.F.•92.JO C .:- .- ,t.i !1 t ( •· / --- \ /, ---r-=-cc;= �-=-'c-=-=-'e-=-~-aa.C;~�,,q-..,. . · · · -••'·• ..•�,'6§!..,_;_ •'.. ,�',· �f' ,-'-�-�---= ·_,�-�.-··'..·"'·.• �--,.- •·• , .. ;' •.' ,,.co NC,•.·,,,RON · . _.: �- ,:. � , - 8 7 vv{!"" · CONC. CURB Sj/ • 0 0 -----•---+--•·----- ,,,. .- .,,. REINM: ANO REPIJCE SllEWMJ( AN) CUil ' - / - � - 1, .: . .• --- - -- -- --- '6! \ \ \ ' 0 .,".·• :::.- .·· I STORr FRAIi' DWElllJL FOUND 1/15/18 MAILBOX � ® REVISIONS PER NEGLIA L£1lER OF 01-25-2018 AND BOARD HEARlNG OF 02-05-2018 CHK'D. APPV'D 2 Harbor Consultants Inc. IRON BAR FOUND X 0.00 ® □ 0 e CLEANOUT 2/21/18 DATE LEGEND � OFF-SITE IN R£F£RENCE:- 2J! STORY FRAME DWEl.lJNG No. J4J \ \ WEST CLAY AVENUE 86.00 \ All. CONSTRUCTION DEBRIS AND REFUSE SI-W.1 BE DISPOSED OF AN APPROPRtATE w.NNER. BEING KNOWN N3 LOT 1, BLOCK 307, DRAWN IN Af:CORD WITH A SURVEY MNJE BY EDWIN F. MORSBACH, ROSEUE PARK, NEW JERSEY DATED FEBRUARY 24, 1962 AND FILED IN THE UNION COUNTY CLERKS OFFICE SEPTEMBER 10, 1986 IN DEED BOOK 3468, PAGE 216. O.J' E \ 7. SUBJECT TO SUCH FACTS 18 AN ACCURATE TTTI.E SEAACH MAY DISCLOSE. 5.6' G AUEO W/ WATER iiC t • 9.B' \ THE DISRUPTION OF EXISTING UTILITY SEIMCES SHAil BE AVOIDED TO THE GREATEST EXTEMf POSSIBLI. Nff REQUIRED DISRUPTION OF SERVICES S1-W.1 BE COORDINATED IN Af)VANCE WITH THE RESPECTIVE AUTHORITY AND AFFECTED USERS SIW.L BE ADEQUATaY NOTIFlED. BEING KNOWN ANO OESIGW!.TED AS LOTS 1 & 2 IN BLOCK 307 ON THE BOOOUGH OF ROSEUE PARK TAX ASSESSMENT MAP. S51'38'26"W 193.75' (:I I.,:,<-.· LOT 2 4 \ s ----------------------------------------------- llOlB.£ YEWlW UIIE \ ··•· / \ \ , I -----88------✓ '- - - - :,.·1 \ 10.o>-- I'_,_.:,. ·.· .·.. _:. PORCH J \ \ :g "� � ' 6. THE INFORMATION SHOWN HEREON CORRECTLY REPRESENTS THE CONOmONS FOUND AT, ANO 18 OF THE DATE OF THE Fla.D SURVEY, EXCEPT SUCH IMPROVEMENTS OR EASEMENTS, IF Am, BELOW THE SURFf\CE AND NOT VISIBLE. b 0 ... I -I ""-'' SHED '' THE LOCATION OF ALL UNDERGROUND UTIUTIES ARE SHOWN FOR REFERENCE PURPOSES ONLY ANO ARE ro BE FIELD VERIFlED PRIOR TO Am CONSTRUCTION ACTMTIES. NN DISCREPENCIES BETWEEN PLAN ANO F18..D INFORMA.TION ARE TO BE REPORTED IMMEDIATaY TO HARBOR CONSULTANTS. I CERTIFY ll-lf\T THIS PLAN IS THE RESULT OF A Fla.D SURVEY MADE ON MARCH 7, 2017, BY ME OR UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH THE RULES AND REGULATIONS PROMULGATED BY THE 9sTATE BOARD OF PROFESSIONAL. ENGINEIRS & LAND SURVEYORS_- / ----✓ 5. CERTIFICATION:- 0.5' N / II II II )J WORK TO BE IN ACCORDANCE WITH ALL LOCAL. ANO STATE RULES AND REGULATIONS ANO 1HE OCCUPATIONAL SAFETY ANO HEALTH ADMINISTRATION (OSHA). -- la, - 20 PRELIMINARY AND RNAL SITE PLAN EXISTING CONDmONS AND DEMOLITION PLAN 347-351 WEST CLAY AVENUE LOTS 1 & 2, BLOCK 3D7 GRAPHIC SCALE 0 11111 l�I 10 I 40 20 ( IN FEET ) 1 inch = 20 ft. I 60 BOROUGH OF ROSELLE PARK SCALE: 1"=20' DATE: B/29/17 UNION COUNTY DESIGNED B'f: V.E.V. DRAWN BY: C.V.F./A.M. NEW JERSEY WORK FILE: 2017027_Exist . c VICTOR E. VINEGRA PROFESSION/I. ENGINEER & LANO SURVEYOR NEW JERSEY LICENSE No. 34460 CERTIFICATE OF AUTHORIZATION No. 24GA27962100 PROJECT No: 2017027 SCHEDULE OF AREA, YARD d: BULK REQUIREMENTS BOHQU(i_H OF ROSELLE PA.BK. UNION COUNTY, NEW JERSEY R-2 TWO-FAMILY RESIDENTIAL ZONE .ITEM PERMITTED OR REQUIREQ PERMITED USE ff" n:-n .II -�-­ . � MIXED USE 7,500 S.F. 19,052 S.F. YES MINIMUM LOT WIDTH 75 FEET 107.85 FEET YES MINIMUM FRONT YARD SETBACK 20 FEET 5.0 FEET NO (1) MINIMUM EACH SIDE YARD SETBACK 10% OF LOT WIDTH 10.8 FEET 8.0 FEET NO (1) MINIMUM BOTH SIDE YARD SETBACK 20% of LOT WIDTH 21.6 FEET 18.8 FEET NO (1) 35 FEET 34.5 FEET NO (1) NONE 60.5% (11,517 S.F.) � 2-1/2 STORIES 28 FEET 3 STORIES 38.0 FT MINIMUM REAR YARD SETBACK ■ MAXIMUM BUILDING LOT COVERAGE ■ ■ ■ I � ■■ MAXIMUM BUILDING HEIGHT � � ■ ■ ■ -+--+-1-/-1-+-- II CONRAIL - LEHIGH LINE ■ ·�•. ■■ ■■ YES NO (1) NO (1) (1) VARIANCE REQUESTED ■■ f---- --+---+---+---f------+-- -■ N51"38'26"E iB-37 69.14' SCHEDULE OF AREA. YARD d: BULK REQUIREMENTS BOROUGH OF ROSELLE PA.BK. UNION COUNTY, NEW JERSEY B-3 ARTERIAL BUSINESS DISTRICT ZONE IR4l � ■ � • NO (1) SINGLE FAMILY MINIMUM LOT AREA ■ COMPLY PRQPQ�ED PROPOSED RET�NING WAIL I I I I PROPOSED 6' HIGH VINYL FENCE PERMITED USE 34.5' � ; @ 0 ■ 1� .... .o PROPOSED THREE STORY RET�L/RESIDENT�L BUILDING PNlKING BELOW 0 9.0' PROPOSED LOT 1.01 Nl'i:A= 19,052 S.F. 9.0' PROPOSED WAIL MOUNTED HANDICAP SIGN (lYP.) 12.0' � LOT 3 ASf'H,\LT ORM: . ·. &:,P>llKiNG ARF:A 19,052 S.F. YES MINIMUM LOT WIDTH 75 FEET 107.85 FEET YES MINIMUM FRONT YARD SETBACK 10 FEET 5.0 FEET NO (1) MINIMUM EACH SIDE YARD SETBACK 10 FEET 8.0 FEET NO (1) MINIMUM BOTH SIDE YARD SETBACK 20 FEET 18.8 FEET NO (1) MINIMUM REAR YARD SETBACK 25 FEET 34.5 FEET YES 60.5% (11,517 S.F.) YES .. 4.5' NO (1) 15,000 S.F. - MAXIMUM BUILDING HEIGHT ' · CQMPLY MIXED USE MAXIMUM BUILDING LOT COVERAGE ·1. ' ■ @) RETIIL SP/.cE UNIT-1 .,, I .I'-' ,- ' ... eRQPQSED RETAIL MINIMUM LOT AREA 0 ■ " 0 PEBMITTED Oil REQUIRED .LIEM 2-1/2 STORIES(2) 28 FEET(2) 3 STORIES 38.0 FEET NO (1) NO (1) (1) VAR�NCE REQUESTED (2) WHEN A LOT OR LOTS OR PART THEREOF IN A 8-3 ARTERIAL BUSINESS DISTRICT ABUTS A RESIDENTIAL DISTRICT, THE LDT OR LOTS OR PART THEREOF SO ABUTTNG SHALL BE GOVERNED BY THE HEIGHT REGULATIONS FOR THE RESIDENTIAL DISTRICT ABLITTING. 2Ji Slo«I FRAME DWEWNG No. 343 DESCRIPTION: - BEING MORE COMMONLY KNOWN AS No. 347-351 WEST CLAY AVENUE. BOROUGH OF ROSELLE PNlK, UNION COUNlY, NEW JERSEY. GENERAL NOTES: 1. SITE Nlf:A LOTS 1 & 2, BLOCK 307= 19,052 S.F. (0.437 /.cRES). . . . .. ., ••,,.•_:� •·.. , ,,,,;·•;..,;·.·•';,,,,..;,,.· .,tD;..;. ' ,:·,,··.,,,. ,, .·.-,.-...·,·.·.··, .-.. -·.'.•. ,._....,,, ,,. ""o· "' •,i··••:·• �,. :'-·.;,",'- . i,,·. ••... •:,,t'ROo:v�!'o'( ()J_N!;')s"'·•,•. ;·•... .'•:... ,;, .•• ·.: .., , ,...,...,·,.·.• _ . M :1 ---------- -jf!.- --c:f ------------ --- --- . I I .. ;' c .. 3. BOUNDARY & lOPOGRAPHIC INFORMATION PREPARED fff HARBOR CONSULTANTS INC., DATED MNlCH 14, 2017 ::-�����-.f/�t:::; �-'.:. /\·:�; . � , ��- -i: ·:---, 1 ■ - 193.75' S51"38'26"W 4. AIL PROPOSED CONSTRIJCnON TO BE IN CONFORMANCE WITH BOROUGH OF ROSELLE PNlK STANONlD OETIILS. �'i R1-1 SIGN 5. AIL SIDEWALKS/PEDESTRIAN IMPROI/EMENTS SHAil BE CONSTRUCTED IN CONFORMANCE WITH ALL ADA ANO NJ BNlRIER FREE SUB CODE REQUIREMENTS. SANITARY SEWER CONTRIBUTION CONCRETE APRON 14 TWO BEDROOM UNITS O 225 GPO/UNIT= 3,150 GPO 1,5811 SF (RETAIL) 0 0.100 GPO/SF= 159 GPO 11ft SPE11J f£SIGN CllrEllM) IUXll SIQIT llSTNI:£ 2/XJ Fr M1MG CDi1E/UE. llfflOIDlliG WE DEP. CURB . co�� 9.!�l!.--------- ---------- ;;, � -- PROPOSED ------------ 2. LOT 1 IS smJATED IN THE 8-3 ARlllllAL BUSINESS OISTRICT ZONE ANO LOT 2 IS SITUATED IN THE R-2 TWO-FAMILY RESIDENTIAL ZONE AS SHOWN ON BOROUGH OF ROSELLE PNlK ZONING MAP. •,.• OOl'IC. CURB .. ::,.. WEST ( CLAY AVENUE 6 ' R.O.W.) ■ . .. O),JW . .••i, .- .-:• PARKING ANALVS,S � 14 TWO BEDROOM UNITS O 2 SPACE/UNIT= 28 SPACES � 1,:iBB SF (RETAIL) 0 1 SP/.cE/200 SF = 8 SP/.cES DfP. CURB r. .- . .. TOTAL= 3,309 GPO TOTAL SP/.cES REQUIRED= 36 SPACES • TOTAL SP/.cES PROVIDED = 31 SP/.cES (1) (1) VARIANCE REQUESTED ASPHALT OOM' SUMMARY OF VARIANCES: !!!jI1 �15 ��1 .11 I. 2. 3. 4. 5. ., LEGEND � l!! l!I g1li ii1 85 � ..:ii � �l!I ®Ii !! �I!�! MINIMUM FRONT SETBACK IS 20.0 FEET, WrlEREAS 5.0 FEET IS PROPOSED. MINIMUM SIDE YARD SETBACK IS 10.8 FEET, WrlEREAS 8.0 FEET IS PROPOSED. MINIMUM 801\l SIDE YARO SETBACKS IS 21.6 FEET, WrlEREAS 18.8 FEET IS PROPOSED. MINIMUM PARKING REQUIRED IS 36 SPACES WrlEREAS, 31 SPACES IS PROPOSED. FOUR TANDEM/STACKED PARKING SPACES ARE PROPOSED, WrlEREAS THEY ARE NOT PERMlmD. 'c' VARIANCES 1B ;i!i 1 ill ·c· VARIANCES (R 2} � STREET SIGN ® CLEANOUT SANITARY MANHOLE • @ Iii □ � -<81.02 INY...75.49 I / /�/ TC: 87.20 TG: 86.70 INV 83.83 (12' OUT) l I l l l l l \ @ -- ) 4 LF - 1�• PVC 0 2.0% PROPOSED THR@E STORY RETAIL/RESIDENTAIL BUILDING PARKING BELOW PROP. INLET " L TC: 86.10 TG: 85.60 82. (12· r·· / / 4 LF - 12' PVC 0 2.0% LOT 3 PROPOSED LOT 1.01 AREA= 19,052 S.F. , ' RETAIL SPACE UNIT-1 F.F.:84.2 2>J, STORY FRAME O'HEl.llNG . ·,-·. ,;-· /j Ho. J4J . UNIT-2 F.F.=84.2 : .··...... ... ;·._: - . , >, .. .. ·j ·-= l --- / -!17 - - - - . o·:· BC 86.10 --=- � -------t · ,,_r:i,.�·· C w ,, 85.78 X BC 85.88 -� ·. I .. --�-. 0 ' TEEL PLAIT .. C w C w C C 2. PROPERTIES ARE SITUATED IN FLOOD ZONE X PER A PLAN ENTITLED 'ARM" FLOOD INSURANCE RATE MAP, FOR THE BOROUGH OF R0SELIL£ PARK COMMUNllY/PANEL No. 340473 0022 F, MAP No. 34-039C0022F EFFECTIVE DATE SEPTEMBER 20th, 2006. 49 86.58 s ----------------------------------------------- \ \ \ DEP. CURB \ ' WEST CLAY AVENUE (6 ' R.O.W.) FILLED W/ WATER 'BC 86.00 .. CONC. CURB . BC 86,15 BC 86.12 ... ,, . •.:�. :- .. / / / : .. OHW . 't· :. . .. i-r·: 3. UNDERGROUND UTILITES WERE MARKED OUT AT TIME OF SURVEY. 85.96 / 4. THE LOCATION OF UNDERGROUND UTILmES SHOWN HEREON IS APPROXIMATE ANO BASED UPON AELD OBSERVATION AND THE BOROUGH OF ROSELLE PARK UTILilY KEY MAPS. / 5. PUBLIC SEWER, WATER, GAS, ELECTRIC, CATY, ANO TELEPHONE SERYCES ARE PRESENTLY SERYNG THE PR0PERlY, AND WILL SERVE THE PROPOSED ADDmON. / BC 66.05 OEP. CURB 1. ELEVATIONS SHOWN ARE BASED ON NAYOBB DATUM. C w 'w PROP. 4' PVC SANITARY SEWER S£RYCE PROP. GAS S�CE 86.4-0 < ;.:.:- :_�-.,:. NOTES: BC 85.87 OH .,···. ., ·-· 6. THE LOCATION OF ALL UNDERGROUND UTILITES ARE SHOWN FOR REFERENCE PURPOSES ONLY ANO ARE TO BE AELD Vf.RIAEO PRIOR TO ANY CONSTRUCTION ACTMTIES. ANY DISCREPANCIES BETWEEN PLAN ANO AELD INFORMATION ARE TO BE REPORTED IMMEDIATELY TO HARBOR CONSULTANTS. OH OH •,;. 7. THE DISRUPTION OF EXISTNG UTILllY SERVICES SHALL BE AVOIDED TO THE GREATEST EXTENT POSSIBLE. ANY REQUIRED DISRUPTON OF SERYCES SHALL BE COORDINATED IN ADVANCE WITH THE RESPECTVf. AUTHORITY ANO AFFECTED USERS SHALL BE ADEQUATELY NOTIFIED. '. •.-:· .:,.-. , _,· , ... .. 8. THIS SITE PLAN MAKES NO CERTIACATI0N OR REPRESENTATION AS TO THE LOCATION OF ANY UNDERGROUND CABLE CONDUITS ANO/ OR WIRES WHICH MAY BE PRESENT ON THE SITE. < ELECTRICAL, PHONE OR 9. ALL PROPOSED C0NSTRUCTON TO BE IN CONFORMANCE WITH BOROUGH OF ROSELIL£ PARK DETIJLS. 10. THE GRADING ANO DRAINAGE FOR THE SITE SHALL BE CONSTRUCTED SUCH THAT THERE IS NO A0Vf.RSE IMPACT ONTO ADJACENT PR0PERTES. 11. THE APPLICANT SHALL BE RESPONSIBLE TO ADDRESS ANY POST CONSTRUCTION DRAINAGE ISSUES AS S RESULT OF THE PROJECT AT THE OWNERS EXPENSE TO THE SATISFACTION OF THE BOROUGH C0NSTRUCT0N DEPARTMENT ANO BOROUGH ENGINEER. ! 111 12. ALL NEW UTILmES SHALL BE LOCATED UNDERGROUND. j .. iii 2 �; 1 1/05/18 .11 ill 5 LEGEND ��I!, 11 111 �111!! .:II o � �11 ►. Ii, i!!i!! 2/21/18 • � ® STRm SIGN CLEAN0UT SANITARY MANHOLE @ DRAINAGE MANHOLE iii □ • 0 □ DIG SAFELY - NEW JERSEY IRON BAR FOUND MAILBOX STREET TREE X 0.00 EXIST. SPOT ELEVATION CATCH BASIN --10-- EXISTING CONTOUR LINE CATCH BASIN --G- GAS LINE {, SOIL BORING - I I 0.0 "i .. � ' - '' C I � \ . I ◊ / I I I / J ' I I I I I I I I 0.0 ·r··, ,6 -\ ) CJ.O � �0.0 � � lo.a 8 � PROPOSED THREE SToR\"1' PROPOSED I RETAIL/RESIOENTAIL ' LOT 1.01 ,\REA= 19,052 S.F. I BUILOING PARKING BEi.OW 1 I ' � @ I ') IJ 21. THE FOLLOWING SEED MIXTURES SHAl.l BE USED WITI-IIN THE AREAS SPECIFlED: !AWN .ARFAS KEN1UCKY BWE GRASS O 30 LBS./ACRE HARO FESCUE O 30 LBS./ACRE PERENIAL RYEGRAS'S D 30 LBS./ACR£ OPTIMUM SEEDING OATES: 2/15 TO 5/1 ANcl 8/15 TO 10/15 22. NO GRADING, PLANTING OR STRUCTURE Stw..L. BE ERECTED OR MAINTAINED MORE THi\N TI-IREE (3) FEET ABOVE THE STREEf CENTER LINE IN THE ESTABLISHED SIGHT TRIANGLES. AfN PROPOSED OR EXISTING STREET TREES LOCATED IN THE SlGHT TRIANGLE EASEMENTS SHALL BE PRUNED UP TO EIGHT (8) FEET ABCNE FlNISHED GRADE. 0.0 0.0 23. ,r Clf>.R\NG OF TI-IE EXlSTING VEGETATION EXTENDS BEYOND THE LIMITS SHOWN, ADDmONAL P!..ANTINGS SHALL BE ADDED AT THE DIRECTION OF THE PLANNING BOARD LANDSCN>E ARCHITECT ALONG THE PERIPHERIES OF Tl-IE SITE FOR SCREENING PURPOSES. NO TREE SHALL BE LOCATED CLOSER l]-w, 15 FEET TO Nff LIGHT POL£ PBOSTRAIE HAB[ SHRUB 0.0 \ 'o �, - 0.0 26. All SHADE TREES MUST BE PLWl'EO A WINIMUM OF TEN (10) FEET FROM TI,E EDGE OF J,,NY ORNEWAY OR LIGHT POLE. NO TREES SI-W.l. BE PLANTED CLOSER THAN TEN (10) FEET TO J,,NY UTILJlY. 'f, --- PREPARED BICKFlll. IIX --­ SEE SPECIACAllONS LOT 3 --- UNDISI\JRSal SUBG!WlE ---" P\iHDNG NOJIS· 1. PLANTlHG DEPTH SHAU. BE lHE SAME J,s GRCMN IN NURSER'!'. ti. SHRUB PLANTING DETAIL N.T.S. 0.0 RETAIL SPACE UNIT-I 25. SHOULD OESCRIPENCIES OCCUR BETWEEN THE QUANTITY OF PL>MlNGS SHOWN ON THE PLANTING SHEDULE AND TI-IE PLANS, THE NUMBER PS SHOWN ON THE Pl.ANS SHOULD BE HELD. �,---SNJCER mM---, 0 L I I 24. LOCATION AND SPECIES OF TREES WILL BE F1ELD AOJUSIID AT THE TIME OF INSTALLATION IF THE LANDSCAPE ARCHITECT ANDS THAT CONFUCTS OCCUR BETWEEN LANDSCAPING AND LIGHTING. UPBKlHI HAB[ SHRUB �--TURN BAa< BURLAP 1/3 __ , FROM ROOT IIAlJ. 4" SHREDDED HNllJWOOO _� IIIRK MUI.CII WEEDBl.OCK Flll[R FM3RIC-� tU.0 � STORY f'Tv\ME DWELLING Tw---=�� to=------ No. 343 STAKE J.S SPECIFlED WIRE WOUND TWO FULL TURNS AROUND STAKE BEFORE SECURING. TURN END DOWN A.GAINS!" STAKE. �---- DOUBLE #10 GA GALVANIZED WIRE GUYS 1WIST£0 t.o REINFORCED RUBBER HOSE (1/2" DIA.) 2" DIA. HARDWOOD STAKES 2/3 TR£E ITT. - 3 PER rnEE TREE TRUNK REINFORCED FIBER BEARING 2-PLY RUBBER HOSE. �- DOUBLE STRAMP GALVANIZED WIRE, CARRIED THROUGH HOSE, WITH YELLOW HANGflAG. 2 STRANDS #12 GA 1'11RE FOR UP TO 4" CAL TREES. 2 STRANDS #10 GA 1'11RE FOR 4•-a• CAL TREES. ATTACHMENT DETAIL - NTS ,,,. '\ \1, . . .. . · ' -� ·.' . 0 fill l'IAlt ,.______../hHw 0.0 0.0 oT o.o o.o 0.0 0.0 o.o WE�J( C�Y AnNUfti 6 ('R.0.11':) 0.0 193.75' --�,::_------------­ \ 0.0 \ \ DEP. CURB _, \ 0.0 0.0 0.0 ' '- 0.0 0.1 0.1 0.0 0.0 0.0 '6:o',, ti.o 0.0 0.0 Q,Q / I 1 I 0.0 -i¼e------ UNOISTURBED I �--- ORM STAKE AT SLIGHT ANGLE-DRAW VERTICLE. /-'.:,:,,-----PRUNE DAMAGED AND CONFUCllNG BRANCHES MAINTAINING NORMAL TREE SHAPE, NEVER cur CENTRAL TRUNK OR LEADER TREES WITH DAMAGED LEADERS Will NOT BE ACCEPTED. BIOOEGRN.>ABLE TREE WRAP TO BE INSTAL.£D FROM GROUND LEVEL TO THE FlRST BRANCHES. (SEE ATTACHMENT DET�L), eeGITT ,.. GUY TO BE 1/2 TO 2/3 OF THE lRE� REMOVE All ROPING MATERIAL AROUND ROOT 8Al1 AND FOLD OUR\AP BELOW FlNISH GRAOE (2" MIN.), SUBGRADE .bmE; PLANTlNG DEPTH SHAL.L BE TliE SAME J,s GROWN IN NURSERY. 0.0 TREATED CEDAR OAK OR LOCUST STAl .. '"- N.T.S. FlNISH GRADE. PREPARED BACK FlLL MIXTURE J.S SPECIFlED TO A DEPTH OF 12" BELOW ROOT BALL UNDISTURBED SUBGRAOE, TOP OF 8Al1/ NURSERY GRADE TO BE l£IEl WITH ANISe GRAO� BARE ROOT LIMIT. Pl.ANTING HOLE MUST BE 1/2 LARGER IN WIDTH ANO DEP'TH THAN TREE BALL GUYS ON MULTI-STEM TREES TO BE MADE ON HEAVEST BRANCHES OF THE TREE. '+---- • •' __.....,.....,,-... '-"'-'-'"· ,-;:,:••:<..:...: ,_,""'"" MIRADA WALL SCONCE (XWM) PROPOSED PLANT LIST KEY QTY AR 2 co iel II! 1 .. 11; 22 ICC 44 PJM 15 ICH TO 30 27 BOTANICAL NAME ACER RUBRUM CHMIAECYPARIS OBTUSA 'GRAC\LIS' \LEX CRENATA 'COMPACTA' \LEX CRENATA 'HEil.ERi' RHOOOOENDRON COROLINEANA X PJM THUJA OCCIDENTALIS 'NIGRA' DESCRIPTION HEIGlfT / CALIPER COMMON NAME REO MAPLE 8 - 10 FEET / 4-IN Col. COMPACT JAPANESE HOll.Y 24 - HINOKI CYPRESS 4 TO 5FEET so· OWARF JAPANESE HOllY 24 - 30" DARK AMERICAN ARBORVITAE 5- 6FEET PJM RHODODENORON 36INCHES ROOT B & B B & B #5CAN #5CAN B & B B & B �;i 1/15/18 '.ii iii c,11 le� ii..:ii1 ®'I �1!5� jil �i!l 2/21/18 2 DATE � • ® © STREET SIGN SANITARY MANHOLE ORAINAGE MANHOLE iii CATCH BASIN D CATCH BASIN � SOIL BORING -<) GUY WIRE UTILITY POLE ® P.K. NAIL FOUND [I CONC. MONUMENT FOUND 0 IRON BAR FOUNO D MAJLBOX e EXIST. SPOT ELEVATION --10-- EXISTING CONTOUR LINE --G- --•- WATER LINE GNi VALYf. t><1 WATER VAl_VE ,:x N.T.S. PROPOSED LIGHTING FIXTURE LIST GNi LINE t><1 ¥ MIRADA WAI I SCONCE WMINAIBE STREET TREE X 0.00 FlRE HYORANT LIGHT POST REVISIONS PER NEGLIA LETTER OF 01-25-2018 AND BOARD HEARING OF 02-05-2018 REVISIONS PER NEGLIA LETTER OF 12-08-2017 DESCRIPTION CHK'D. APPV'D 5 Harbor Consultants Inc. LEGEND l;l 11! l!5 2 0 6' _,<�,::;,;.,s,....-- GUY 1'11RE I Q,Q •·-,· 207 2 0 8' l O 10' 300 MAJOO lREE GRUPING DErAIL 2"-4" CAL llr----4• SHREDDED HARDWOOD BARK MULCH PkeWc JllEUJZf 8'-10' 10'-2" CAL 11,----ruRN BACK BURI.AP 1/3 FROM ROOT BALL WEEOBLOCK JllEUJZf □ SYMBOL KEY @ QTY 2 ELEVATIONS SHOWN ARE BASED ON NAVO 88 NOTE: LED LIGHTS SHALL CONTAIN BACKLIGHT CONTROL, SHIELDING, �D SPlll PRE\'UmON MEASURES. Email: info@hcicg.net PRELIMINARY AND FINAL SITE PLAN GRAPHIC SCALE UGlfT FIXTURE DESCRIPTION LSI INOUSTRIES XWM-2-LED-03-30-VOLTS-FlNISH (MOUNTED AT Engineers & Surveyors 320 NORTH AVENUE EAST CRANFORD, N.J. 07016 Phone (908) 276-2715 Fax (908) 709-1738 14') 10 20 l___�I <0 ( IN FEET ) 1 inch = 20 fl LANDSCAPING AND LIGHTING PLAN No. 347-351 WEST CLAY AVENUE LOTS No. 1 AND 2, BLOCK No. 307 80 BOROUGH OF ROSELLE PARK SCALE: 1"=20' DATE: 8/29/17 UNION COUN1Y DESIGNED BY: V.E.V. DRAWN BY: C.V.F./A.M. . c VICTOR E. VINEGRA NEW JERSEY WORK FILE: 2017027_L&L PROffSS\ONAI. ENGINEER & LANO SURVEYOR NEW JERSEY LICENSE No. 34460 CERTIFICATE OF AUTHORIZATION No. 24GA27962100 PROJECT No: 2017027 STANDARD FOR STABILIZATION WITH MULCH ONLY (l1£VISED PER "Ml STANDARDS FOR SOIL EROSION ANO SEOll,f£NT CONTIIOL • 7111 EOfllON, JANAflY 2014) METHODS AND LIATFBWS I. $(IF PBfPERATIONS· A. GRADE, J.S NEEDED AND FEASIBLE, TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION, AND MULCH ANCHORING. All GIWllNG SHOULD BE DONE IN ACCORDANCE WITH STANDARDS FOR LAND GRADING. 8. INSTALL NEEDED EROSION CONTROL PRAC11CES OR FAOUTIES SUCH f,,S 01\/ERSIONS, GRADE STAB1UZA110N SlRUCTURES, CHANNEL STABILIZATION MEASURES, SEDIMENT BASINS, AND WATERWAYS. SEE STANDARDS 11 THROUGH 42. II. PROTEClJYE MAJEBjALS· A. UNROTTED SMALL-GRAIN STRAW, AT 2.0 TO 2.5 TONS PER ACRE, IS SPREAD UNIFORMLY AT 90 TO 115 POUNDS PER 1,000 SQUARE FEET AND ACHORED WITH A t.lUCH ANCHORING TOOL, LIQUID MULCH BINDERS, OR NEETING TIE DOWN. OHTER SUITABLE MATEIRAI..S MAY BE USED IF APPROVED BY THE SOIL CONSERVATION DISlRICT. THE APPROVED RATES ABOVE HAVE BEEN MET WHEN TI-IE MUCH COVERS TI-lE GROUND COMPLEl'ELY UPON VISUAL INSPECTION, i.e. THE SOIL CHINOT BE Sml BELOW THE MULCH. 8. (EUMINATill FROM 7\h EDITION, JANUARY 2014) C. SYNTI-lEflC OR ORGANIC SOIL STABILIZERS MAY BE USED UNDER SUITABlE CONDmONS AND IN QUANTITIES AS RECOMMENDED BY THE MANUFACTURER. E. MULCH NETTING, SUCH /IS PN>ER JUTE, EXCEI.SIOR, COTTON, Pl.ACTIC, MAY BE USED. F. WOOOC:HIPS APPLIED UNIFORt.llLY TO A MINIMUM DEPTH OF 2 INCHES MAY BE USED. WOODCHIPS Will NOT BE USED ON AREA5 WHERE FLOWING WATER COULD WASH THEM INTO AN INLET AND PLUG IT. I G. GRAVEL. CRUSHED STONE. OR SLAG AT lllE RATE Of 9 CUBIC YARDS PER 1,000 SQ. FT. APPLIED UNIFORMILY TO A MINIMUM DEPTH Of 3 INCHES MAY BE USED. SIZE 2 OR 3 (ASTM C-JJ) IS RECOMMENDED. Ill. MLHCH ANCHPBING· SHOULD BE ACCOMPLISHED IMMEDlffiY NTER PLACEMENT OF HAY OR STRAW MULCH TO MINIMIZE LOSS BY WINO OR WATER. TI-IIS MAY BE DONE BY ONE OF THE FOLLOWING METI--IODS, DEPENDING UPON THE SIZE OF THE AREA AND STEEPNESS OF SLOPES. CONRAIL - LEHIGH LINE (100' R.o:w.) - N51'38'26"E 169.14' ', r � ' I ', I I :;; - 91-. '---- ' LIMIT OF D1S1\JRBANCE ,,.�"'SILT FENCE (TYP ' / -----S -SAN. M.H. / / S � i • PROPOSED LOT 1.01 Ml.EA= 19,052 S.F. \ 'I) c-:_ ·'u,�,,,, . II .,, . ': // 'li I f5 '.:,,·. '§j � ·.:; , :�·,�_-: �;j LOT 3 1. REMOVE FROM lllE SURFACE ALl STDNES TWO INCHES OR LAAGER IN Mff DIMENSION, REMOVE All OlllER DEBRIS, SUCH AS WIRE, CABLE, TREE ROOTS, PIECES OF CONCRETE, CLODS, LUMPS OR OTHER UNSUITABLE MATERW. 2. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFlC HAS LIFT SOIL COMPACTED, THE AREA MUST BE RETILLEO AND FIRMED /iS l'- DEP. CURB · ·'·. 01-1w· .. ·,· _;'_·_,.-...�_ .,:·••;; ___ BC 86.12 . ... · .. ,. ··.. .: · . � .� _· . / / I J 14. PNf CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLANS WILL REQUIRE THE SUBMISSION Of RE.VISED SOIL EROSION ANO SEDIMENT CONTROL PLANS 10 THE DISTRICT FOR RE-CEITTlFlCATION. THE REVISED PLANS MUST MEET All CURRENT STATE SOil EROSION AND SEDIMENT CONTROL STANDARDS. 15. UNFILTERED DEWATERIHG IS NOT PERMITTED. TAKE ALL NEC� PRECAUllONS DURING Ali DEWATERING OPERATIONS TO MINIMIZE SEDIMENT TRANSFER. Nff OEWATERING METHODS USED MUST BE IN ACCORDANCE WITH STATE STANDARDS. 16. SHOUW THE CONTROi.. OF DUST AT THE SITE BE NECESSARY, THE SITE WILL BE SPRINKLED UNTIL THE SURFACE IS WET, TEMPORARY VEGETATIVE COIJER SHALL BE ESTABLISHED OR MULCH SHALL BE APPLIED IN ACCORDANCE WITH STATE STANDARDS FOR EROSION CONTROL 17. ALl SOIL WI-SHED, DROPPED, SPILLED, OR TRACKED OUTSIDE THE LIMIT OF DISWRBANCE OR ONTO PUBLIC RIGHT-Of-WAY WILL BE REMOVED IMt.lEDIATELY 18. rnE PROPERTY OWNER SIW.l BE RESPONSIBLE FOR 00 EROSION OR SEDIMENTATION THAT MAY OCCUR BELOW STORM WATER OUTfAI..LS OR OFF SITE '1S A RESULT OF CONSTRUCTION OF THE PROJECT. 19. srocKPILE AND STAGING LOCATIONS OEfERMINED IN THE FIELD, SHALL BE PLACED WITHIN THE LIMIT OF DISTURIMCE ACCORDING TO THE CERTIFIED PL.AN. STAGING AND STOCKPILES NOT LOC'.ATED WITHIN THE LIMIT OF DISTURBANCE WILL REQUIRE CERTIFlc:ATION OF A REVISED SOIL EROSION AND SEDIMENT CONTROL PLAN. THE DISTRICT RESERVES THE RIGHT TO DETERMINE WHEN CERTIFICATION OF A NEW AND SEPARATE SOIL EROSION AND SffiMENT CONTROL PLAN WILL BE REQUIRED FOR THESE ACTMTIES. 20, All SOIL STOCKPILES AREA TO BE TEMPORARILY STABILIZED IN ACCORDANCE Wll1-l SOil EROSION AND SEOIMEIIT CONTROL N01E j2. SEQUENCE OF CONSTRUCTION OPERATIONS / 6, 7, 8, .·-,..'. .. OH 12. Complete Building and Landscaping. 1. SOMERSET UNION CONSERVATION DISTRICT SOMERSET COUNTY 4-H CENTER 308 MILLTOWN ROAD BRIDGEWATER, NJ 08807 (908)-526-2701 .,( �ml �ii �� � LEGEND � STREET SIGN © SANITARY MANHOLE • @ CLEANOUT DRAJNAGE MANHOLE • 0 □ X 0.00 gmrru:,1H1a1MafJs EXISTING GROUND IRON BAR FOUND MAILBOX EXIST. SPOT ELEVATION CATCH BASIN --10-- EXISTlNG CONTOUR LINE � SOIL BORING --•-- WATER LINE -0 ,:;,;...,,_�.:·_,,-'--''f---· · ·.,� ....••', ' :.._..-,.. . .· · 1.,._ . . 12. IN THAT N.J.SA 4:24-39 ET SEO, REQUIRES THAT NO CERTIFICATES OF OCCUPANCY BE ISSUED BEFORE lllE PROVISIONS OF THE CERTIFIED Pl.AN FOR SOIL EROSION AND SEDIMENT CONlROL HAVE BEEN COMPLIED WITH FOR PERMANENT MEASURES, All SITE WORK FOR SITE Pl.ANS AND All WORK AROUND INDMDUAL LOTS IN SUBDMSIONS, Will HAVE TO BE COMPLBED PRIOR TO THE DISTRICT ISSUING A REPORT OF COMPLIANCE FOR THE ISSUANCE OF A CERTIFICATE Of OCCUPANCY BY THE MUNICIPAUlY. 5. "PERMANENT SEEDING TO BE APPLIED BY CYCLONE SPREADER OR OTHER APPROVED t.lCTHOD, AT A RA.TE OF 150f/ACRE. SLOPED AREA TO BE COVERED WITH MULCH PS INDICATED IN NOTE 6". 85.96 PROPOSED STABILIZED CONS'TRUCTION ENlRANCE WEST CLAY AVENUE (6 ' R.O.W.) 11. AT THE TIME WHEN lllE SITE PREPARATION FOR PERMANENT VEGETATION STABILIZATION IS GOING TO BE ACCOMPLISHED, NN SOIL THAT WILL NOT PRCMDE A SUIT,6J3li ENVIRONMENT TO SUPPOITT ADEQUATE VEGETATIVE GROUNO COVER IT, SHALL BE REWOVEO OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL CONDITlONS ANO RENDER fT SUITA8t£ FOR VEGETATM: GROUND CO\IER. IF THE REMO\IAI.. OR TREATMENT OF THE SO\l WU NOT PROVIDE SUITABLE CONOITlONS, NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED. SITE IS LOCATED WITHIN USDA PLANT f.MDINESS ZONE 6b, PLANTING DATES: ACCEPTABLE DAT[: 3/01 TO 4/30 ACCEPTABLE DAlc 5/01 TO 8/14 (�) OPTIMAL DAlc 8/15 TO 10/15 (U) SWIJER SEEDINGS SHOlJI.D ONLY 8£ CONDUC'TtD WHEN TH£ SITf IS IRRIGArED. MIXES INCI..UOING WH!1E CLOVER REQll!RE 1HAT AT lDST SJX SEEKS OF GROW/NC S£AS()N REJIAJN AFTER SlEl¥NG ro ENS/JR£ ESrNJ/JSHM£NT 8£FOR£ FRC£ZJNG CONDfT10NS. G 86.40 9. IN ACCORDANCE WfTH THE STANDAAD FOR MANAGEMENT OF HIGH ACID PRODUCING SOILS, PNf SOIL HAVING A PH OF 4 OR LESS OR CONTAINING IRON SULFIDES SHALL BE COVERED WITH A MINIMUM OF TWELVE (12) INCHES OF SOil HAVING A PH OF 5 OR MORE PRIOR TO SEEDBED PREPARATION. AREAS WHERE TREES OR SHRUBS ARE TO BE PLANTED SHAl.1 BE COVERED WITH A MINIMUM OF TWENTY-FOUR (24) INCHES Of SOIL HAVING A PH OF 5 OR MORE. PlNfTING MlxnJRF TO BE USfP' MlX 16 (RFSIDENTlAI /COMMERCIAi USE} ROUGH BLUEGRASS O 90 lb/Ac. STRONG CREEPING RED FESCUE O 1JO lb/Ac. , 86.58 8. THE STANDARDS FOR STABILIZED CONSTRUCTION ACCESS REQUIRES THE INSTALLATION OF A STONE PAO OF 1 1/2' TO 2' STONE, AT All CONSTRUCTlON DRIVEWAYS, IMMEOlAITLY AFTER INITIAL SITE DISTURBANCE. 4. PERMANENT SEEDING SHALL CONSIST OF THE FOLLOWING MIXTURE OR N>PROVED EQUM... SllE CONTAINS SOIL HALEDON-URBAN LAND-I-IASBROUCK COMPLEX, 0 TO 8 PERCENT SLOPES CLASSIFIED PS "SOMEWHAT POORLY DRAINED" "'5 PER NJ WEB SOIL SURVEY USDA i I I � f w I I I I I Ii B. SYNTHETIC BINDERS - HIGH POLYMER SYNTHETIC EMULSION, MISCIBLE 'MTl-1 WATER WHEN DILUTED AND FOLLOWING APPLICATION TO MULCH, DRYING ANO CURING SHALL NO LONGER BE SOWBLE OR DISPERSIBLE IN WATER. IT SHAll BE APPLIED AT RATES ANO WEATHER CONDmONS RECOMMENDED BY THE MANUFACTURER ANO REMAIN TACKLY UNTIL GERMINA.TION OF GRASS. � II :§:II If I 2. USE ONE OF THE FOUOWING: A. ORGANIC AND VEGETABLE BASED BIND£RS - NATURALLY OCCURRING, POWDER 1:ASED, HYDROPHILIC MATER!AL.S THAT MIXED WITH WATER FORMULATES A GEL AND WHEN APPLIED TO MULCH UNDER SATISFACTORY CURING CONDmONS WILL FORM MEMB�EO NElWORKS OF INSOLUBI..I POLYMERS. THE VEGETABtI GEL SHALL BE PHYSIOLOGICALLY HARMLESS AND NOT RESULT IN A PHYTOTOXIC EFFECT OR IMPIDE GROUWTH OF TURFGRASS. VEGETABLE BASED GELS SHALL BE APPLIED AT RATES AND WEATHER CONDmONS RECOMMENDED BY THE MANUFACTURER. ,X SIURY FR.\ME DWEWNG No, "' I // // ---11II \ \ ; lo.I 7. Nf( STEEP SLOPES RECEMNG PIPELINE INSTAUATION Will BE BACKFILLED ANO STABILIZED DAILY, J,.S THE INSTAUATION CONTINUES {tE. SLOPES GREATER THAN 3:1). 13. CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT All REQUIRED OUlfAUS PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL (REVIS£0 PER "Mi STAN/JAROS FOR SOIL fROS/0/1 ANO S£O/M£NT CO/flRO/." 7th EOfllON, JANAflY 2014} UNIT-2 // // // // // // // - 5. A SUB-BASE COURSE WILL BE APPi.JED IMMEDIATELY FOLLOWING ROUGH GRADING AND 1NSTAl.1ATION OF IMPROVEMENTS TO STABILIZE STREETS, ROADS, DRIVEWAYS AND PARKING AREAS. IN ARfAS WHERE NO UllLITlES ARE PRESENT, THE SUBBASE SHALL BE INSTALLED WITHIN 15 DAYS OF THE PRELIMINARY GRADING. o. !!Al/IP MIHCH BINDFRS· 1. APPLICATlONS SHOULD BE HEAVIER AT EDGES WHERE WINO CATCHES THE MULCH, IN VAI..LEYS, AND AT CRESTS OF BANKS, REMAINDER OF ARfA SHOULD BE UNIFORM IN APPEAAANCE. � 0 4. All WORK TO BE DONE IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY. 10. THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRffiNG 72 HOURS IN ADVANCE OF PNf LAND DISTURBING ACTMTY. SEEDING SCHEDULE ,:,.,·, ;L RETAIL SPACE UNIT-1 \ '\ u ! \ PROPOSED lliR@!; STORY RErAII/RESIDENTAJL BUILDING PARKING ,_eE).OW ; / I l, ,, J, PERMANENT VEGETATION TO BE SEEDED OR SOOOED ON All EXPOSED ARfAS WITHIN TEN (10) DAYS AFTER FINAL GRADING. MULCHING IS REQUIRED ON ALL SEEDING. WHEN HYOROSEEDING, MULCH SHALL NOT BE INCLUDED IN THE TANK WITH THE S£EO A. PFG AND TWIN[ DRIVE 8 TO 10 INCH WOOOEN PEGS TO WITHIN 2 TO 3 INCHES OF THE SOIL SURFACE EVERY 4 FEET IN ALl DIRECTIONS. STAKES MAY BE ORMN BEFORE OF AFTER APPLYING MULCH. SECURE MULCH TO SOIL SURFACE BY STRECHING TWINE BETWEEN PEGS IN A CRISS-CROSS ANO A SQU>RE PATTERN. SECURE TWINE AAOUND EACH PEG WITH TWO OR MORE ROUND TURNS. B. MULCH NETTINGS· STll'LE Pll'ER, COTTON, OR PlAST\C NETTINGS OVER 11\JLCH. USE A OECRAOABLE NETT\NC IN N1fAS TO BE MOWED. NETTING IS USUAI..LY AVAILABLE IN ROLLS 4 FEET WIDE AND UP TO 300 FEEf LONG. C. CBIMPFR MLHCH ANCHORING COOi JER TOOi · A TRACTOR-DRAWN IMPLEMENT ESPECIAI..LY DESIGNED TO PUNCH AND ANCHOR MULCH INro THE SOIL SURFACE. THIS PRACTICE AFFORDS MAXIMUM EROSION CONTROL. BUT ITS USE IS LIMITED TO THOSE SLOPES UPON WHICH THE TRACTOR CAN OPERATE SAFELY. SOIL PENETRATION SHOULD BE DONE ABOUT 3 TO 4 INCHES. ON SLOPING LANO, THE OPERATION SHOULD BE DONE ON THE COITTOUR. I 2. 00 DISTURBED AREAS lHAT Will BE LITT D:POSED MORE THAN 30 DAYS, AND NOT SUBJECT TO CONSTRUCTION TRAFFlC, Will IMt.lEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT Of A TEMPORARY COVER, THE DISTURBED AAfAS Will BE MULCHED WITH STRAW, OR EQUIVALENT MATERLAL, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO STATE STANDARDS. 6. IMMEDIATELY FOLLOWING INITW. DISTURBANCES OR ROUGH GRADING, AL1 CRmCAL AREAS SUBJECT TO EROSION {I.E. STEEP SLOPES AND RCWJWAY ElilBANKMENlS) WILL RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVM..ENT, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO STATE STANDARDS. D. WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE Of 1,500 POUNDS PER ACRE (OR ACCORDING TO THE MANUFACTURER'S REQUIREMENTS) MAY BE APPLIED BY A HYDROSEEDER, INV.=n.61 SOIL EROSION AND SEDIMENT CONTROL NOTES 1. ALl SOIL EROSION AND SEDIMENT CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCES, OR IN THEIR PROPER SEQUENCE, AND UAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. EXISTlNG GROUNO I EXISTING R.O.W. � STABILIZED CONSTRUCTION ENTRANCE SPECIFlCATIONS I. STONE SIZE - USE ASTM C-33, SIZES NO. 2 00 J. USE CRUSHED STONES. 2. LENGTH - >S EFFECTIVE, BlIT NOT LESS TH,l,N 50 FEET. .l THICKNESS - NOT LESS � 8 lNCl£S. 4. WIDTH - NOT LESS TIWl FUll WllllH Of" All POINTS OF ltfGRESS OR EGRESS, BUT IN NO CASE l£SS TIWt 15' WIDE. 5. WASHNG - WHEN NECESSARY. 'MiEEI..S SHAU. BE CLEANED TO REMS COM>l110NS DEJ,WID AND REPAIR AND/OR Cl£ANOUT OF Nff MEASURES USED TO lRAP SEOIMOO, MJ.. SEDIMENT SPILl.ED, DROPPED, WASHED, OR TRACKED 000 PUBUC RIGHT OF WAY IIIUST BE REMOVED IMlilEDIAillY. 7. AT �y DRAINED LOCATIONS, SUBSURFN.'.:E DRAltua: SHAU. BE l�AU.ED BEFORE NSTAl..lATION. STABILIZED CONSJRUCTION ENTRANCE N.T.S. 2 EXLSTING GROUND DIG 6" DEEP "TRENCH, BURY BCl1TOM Fl.AP, TAMP IN Pl.ACE 2/21/18 1/15/18 DATE Phone (908) 276-2715 Fax (908) 709-1738 Email: info@hcicg.net ELEVATIONS SHOWN ARE BASED ON NAVO 88 N.T.S. DESCRIPTION Engineers & Surveyors 320 NORTH AVENUE EAST CRANFORD, N.J. 07016 Sft.T ACCIJlilUlATKlN SILTATION FENCE DETAIL REVISIONS PER NEGLIA L£Tl[R OF 12-08-2017 CHK'D. APPV'D 6 Harbor Consultants Inc. FABRIC SECURED TO POSr WITH WETA!. FAS'IENERS AND REINFORCED BErm:N FASTENER AND F� � TOPSOIL STOCKPILING DETAIL N.T.S. REV\SIONS PER NEGLIA LETTER OF 01-25-2018 AND BOARD HEARING OF 02-05-2018 10 PRELIMINARY AND FINAL SITE PLAN GRAPHIC SCALE 20 I_I 40 I ( IN FEET ) 1 inch = 20 ft. I SOIL EROSION AND SEDIMENT CONTROL PLAN No. 347-351 WEST CLAY AVENUE LOTS No. 1 AND 2, BLOCK No. 307 80 BOROUGH OF ROSELLE PARK SCALE: 1 "=20' DATE: 8/29/17 UNION COUN'IY DESIGNED BY: V.E.V. DRAWN BY: C.V.F./A.M. NEW JERSEY WORK FllE: 2017027_SESC . c VICTOR E. VINEGRA PROFESSIONAL ENGINEER & LANO SURVEYOR NEW JERSEY LICENSE No. 34-4o0 CERTIFICATE OF AUTHORIZATION No. 24GA27962100 PROJECT No: 2017027 I I ,. 4• ... · . � \;' -�. ffiANITE BLOCK, 1/2• JaNTS FlllfD Y.HH 1:2 MORTAR AND POINlEO CONVEXLY. 1/2" � (AVG.) •.·--;,· ,-,--,,,.,;, ••"l• "'•�· � ::-.... ;�·· ·.-:·.--;,·:,• ."•� . . · . ·. •..··• .•·.,,·.··.·.·• l EXPANSION JOINT =·· •. • ,. �- .. s·-o· HIGH ' . .. . .... . ·:. ,• .. �__j..+- PAVEMENT s•-3000 PSI CONCRETE SLAB � wrn-1 WWF 7'x12' REINFORONG ' h �-CONCRElE SETTNG SLAB PA\o£MENT SURFACE a I JI L--1L_J �-JL_Jc_Ji jl DEPRESSED CURB OPENING 12 FEET • V V DRIVEWAY OPENING PROPOSED GRANITE BLOCK CURB (TYi'.) ,112. _Ji '---- L 4" ;,! T i�I 1...__j I LJ .__ \_JOINTS TO BE MAX. 3/4" WIDE AND PONTED, WITH 1:2 t.llX CEMENT t.lORTAR. JOINTS TO BE CLIANED AND DAMP PRIOR TO POINTING. !JI, I ,..·, -"= L- ' ii �_..J T--' ,I'l j!I JL__j"----J ,--i'---' -- .__ .. I • 1i • '°< � �� S! I 4" SQUAR£ TO 4" ROUND TRANSITION COUPLING / PVC Sch. 40 / r 4"x4" TEE, ?VC Sch. 40 ,,. . iW£ 6 .I PLASH BLOCK GRADE 6 MAINT�N FULL OEP1H (18") AT DRIVEWAY ::::::;, DEPRESSED BELGIAN BLOCK CURB AT DRIVEWAY N,T,S, STORM SEWER "" I 5" SQ POST 7/8" U-CHANNEI.. 7/8' X 6" T & G PICKET 1 1/2" X 5 1/2" R.'JL 8'-o• CTR. TO CTR. 7'-7" FACE TO FACE / - / / / .I I / V / ...I .,.i..)�.����P.SI.). SECTION CONCRETE SIN.T.S. DEWALK DETAIL TOP o F CUR� _ r POST CAP FLAIR 18" MAX. ...,..._I-.... is / ,, 1 I I I I I FOOTING WIDTH; 2 x POST WIDTH� I I t.llN. DEPTH OF 30" I I L.J DECORATIVEN.T.S.YINn. FENCE 2" TOP COURSE (MIX 1-5) PAINlED (<" BLUE) HANDICAPPED SYMBOL (54"W , 60"H) N.T.S. r-------I I I I I ,- ' L A I �£- \I 2" (NOM.) J - I 5' - O" (VAN) I I I a· - o· I I I I 'II I I ···· ·��... .. -· I l� I ���c;; I i � !i I I ===c === J I I 2. INVERT T O BE CLASS Mc• CONCRETE. I CONC. I CURB I I � ' II : )' I MANUFACTIJRED BY CAMPBELL FOUNDARY Co., OR EQUAL . J 5. PROVIDE 7/8" DIA. ALUMINUM LADDER RUNGS, 12" O.C. 6. ALL PRECAST STRUCTIJRES TO RECEIVE BITUMASTIC TAR COAT OUTSIDE ONLY. STOP SIGN RI-I (30' x JOj PROPOSED SIGNAGE DETAILS N.T.S. 7. ALL STORM SEWER PIPE SHALL HAVE A 6" STONE BEDDING TO 1/2 DIAMETER OF PIPE. PLAN 6" IF CONCRETE OR CONCRETE BLOCK, M B IF BRICK. AIR-ENTRAINED CLASS B CONCRETE NJDOT SPEC. ° •I • . p p � r 1. • r JOINT SEALER . PAVEMENT SURFACE • • • � e ·1 10" DEPlli OF JOINT FlLLER STRIP EQUAL TO THE llilCKNESS Of lliE PAVEMENT LESS 1/2" • r .r 1/ • THIS FACE MAY BE CONSTRUCTED ON SAME BATTER AS UPPER FACE l'n1EN CURB IS CONSTRUClED r ADJACENT TO BITUMINOUS E 13 MM PREFb�� !l:lPAN�ON JOINT FlLLER, BITUMINOUS lYPE, TO BE INSTAlilD BETWEEN CURB AND CONCRElE PAVEMENT OR CONCRElE BASE COURSE I. TRANSVERSE JOINTS 1/2" l'IIDE SHALL BE INSTALLED IN THE CURB 10' APART NQlli;_ AND SHALL BE FllilD l'!TH PREFORMED BITUMINOUS-IMPREGNAlEO FlBER JOINT FlLLER, COMPL�NG 111TH lliE REQUIREMENTS OF AASTHO SPEC. M-213 RECESSED 1/4" IN FROM FRONT FACE ANO TOP OF CURB. 2. EXPANSION JOINTS lliRU AND ADJACENT TO lliE CURB SHALL BE INCLUDED IN lliE UNIT PRICE BID FOR CURB. 3. CONCRElE TO NJOOT CLASS 6 (4000 PSi, 28 DAY STRENGTH) ° CONCRETE CURBN.T.S.DETAIL (ON SUE,) VAN ACCESSIBLE R7-8 w/PENALlY PLAlE (R7-8P) AND VAN ACCESSIBLE PLAlE (R7-M) 12· x 1a·. 10· x 12· �D 12· x s· (R7-8) (R7-BA) (R7-BP) ' I I I I I I I SEE NOTE INVERT SECIWN A-A e • • l p � e 18 = STANDARDS, LATEST EDmoN. 1. ALL POSTS SHALL BE OF ADEOOATE LENGTH TO MEET lHE REQUIREMENTS FOR ERECTION, AS STATED IN THE CURRENT MANUAL ON "UNIFORM lRAFAC CONlROL DE\1CES" FOR STREETS AND HIGHWAYS. 3. POSTS SHALL BE STEEL POSTS, 2 LBS PER FOOT, GREEN, IN CONFORMANCE WITH CURRENT A.S.T.M. SPEaFlCATION A123. SECTION R-1 INI ET - DETAIL N.T.S. EDGE OF PAVl°MENT DEPTH OF INVERT TO BE 0.50 THE DIAMETER OF THE MAIN LINE 'i< ,1� 2/21/18 1/15/18 , :,;r;tjl\ '>-',.. "'. ·. ' JP·\�." '���"�{· �' . 'J � �tcrs & 1.��] '6� , lYPICAL SIGN MOUNTING DETAIL N.T.S. REYISIONS PER NEGLIA LETTER OF 01-25-2018 AND BOARD HEARING OF 02-05-2018 REVISIONS PER NEGLIA LETTER OF 12-08-2017 DESCRIPTION Engineers & Surveyors 320 NORTH AVENUE EAST CRANFORD, N.J, 07016 Phone {908) 276-2715 Fax {908} 709-1738 Email: info@hcicg.net PRELIMINARY & FlNAL SITE PLAN No. 347-351 WEST CLAY AVENUE LOTS 1 & 2, BLOCK 307 BOROUGH OF ROSELLE PARK 8/29/17 DATE: CHK'D, APPV'D 7 Harbor Consultants Inc. CONSTRUCTION DETAILS SINGLE POST 30" X 30" OR St.tAI..LER DATE CO Ns . G °f ( ..__ � 4. IN AREAS WITHOUT CURBING, THE OOTER EDGE OF �GN TO BE 6'-0" MINIMUM TO 12'-0" MAXIMUM FROM EDGE OF SHOULDER, AS DIRECTED. PAVEMENT CRO'M-1 .3'-6" 2 All SIGNAGE SHAil CONFORM TO M.U,T,C,D. 2. Ali POSTS SHALL BE EMBEDDED 4'-2" MINIMUW. CLASS "D" CONCRETE • r HANDICAPPED PARKING I I LADDER RUNGS 4'-o� R= 1-1/4' 4. FRAME AND GRATE TO BE NO. 2618 AS A B_j CLASS "C" CONCRETE 1" R= 1-1/2" RESERVED PARKING 3. IF WALL CONSTRUCTION IS OTHER THAN CONCRETE, THE WALLS SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE WITH 1/2" THICK CEMENT PLASTER. SECTION A-A N.T.S. 0 ft / DEPRESSED CONCRm CURB AT DRIVEWAY 5' - 4• 1. FOOTER TO BE N.J.0.0.T. CLASS "O CONG. I I SUBGRADE • o· (VAN) .... : PAVEMENT e 11· - ,., UN EXCAVATED GENERAL NOTES ·-7 r--------- ----, A A HANDICAPPED PARKING DETAIL N.T.S. FRAME ANO GRATE I ___I_ 18" MAX • I• PAVEMENT 1. ANY EXCAVATION BELOW DESIRED GRADE OUE TO OVER EXCAVATION OR WET SOIL CONDITIONS SHALL BE BACKFlllID WITH ¾" CLEAN CRUSHED STONE. ALL SUBOOADES SHALL BE REVl[m) AND APPROVED BY THE ENGINEER PRIOR TO POURING. 2. EXPANSION JOINTS SHALL BE PROVIDED AT EOOAL DISTANCES OF NOT WORE THAN 20' AND AT All S�M SEWER INLETS. JOINTS SHALL BE FlllED WITH PREFORMED EXPANSIOO JOINT FILLER, Jf THICK, CONFORMING TO NEW ..ERSEY DEPARTMENT OF TRANSPORTATION STANDARD SPEaFlCATIONS FOO ROAD AND BRIDGE CONSTRUCTIC+t lHE JOINT SHALL BE RECESSED 1/4" FROM THE TCfl AND FRONT OF THE CONCRffi CURB• 3. TRANSVERSE JOINTS½." WIDE SHALL BE INSTALLED IN lHE CURB 20' APART AND SHALL BE FILLED WITH PREFOOMED, BITllMINOUS-IMPRE(},lATED FIBER JOINT FILLER, COMPL'l'lNG WITH lHE REQUIREMENTS OF AASHTO t.1-213, RECESSED¼" FROM THE FRONT FACE AND TOP OF THE CURB. 4. OUMMY JOINTS (FORMED) SHM.l BE INSTALLED MIDWAY BETWEEN EXPANSION JOINTS. 5. WIDTH OF JOINT FILLER STRIP EatlAI... TO THE THICKNESS Cf THE PA�t.lENT LESS Jf. 6. A ½." PREFORMED EXPANSIOl'l JOINT FILLER, BITIJMINOUS TYPE, CONFORMING TO AASHTO SPEC'S M-33. TO BE INSTALLED BETWEEN CURB ANO NON-BITIJMINOUS PAVEMENT OR BASE COURSE. 7. CONCRETE TO BE CURED PER NJOOT SPEaFlCATIONS. 4" BLUE SlRIPING (TYP.) •'-41/2" PARKING LOT PAVEMENT DETAIL I FLAIR VARIABLE EXPANSION JOINT (TYP.) __,,_f 3" THICK DENSE GIWIED AGGREGATE 7. cctfCRE1E SIDEWAI.J( lO EE WIED AS PER HEW .lRSEY STAlE IIG,'IAY ffCIFICAlQ 111113 SECTICJt 807.05 & 905. 8. AREAS Rll STAlll'ED ,t; CCUJI a:w0!E1E SIM!. REt:EJIIE CCUJI 9W'-F--- BITUMINOUS DEC�ATIVE \JINYI... PVC FENCE (SEE DET�L) ✓ . ... •' - . .. . ,. � ·: FORMS TO 8£ ,, " . ,.; -•. ADJACENT TO �' ,.- - .... -�"-. .-.,. --� , -- PROPOSED •. �. . •· ,· PAVl°MENT. TOP .. :• ��- � : -� • : •. ;. • 1OF CONCRETE �-�-�--�� SHAU.. BE 7-1/2• BELOW GRADE. 14" ...\•·. . J"± • 18'-Q" ',,'. .... :"'-,-":""� ·/:) ·.• 14" �-- FlNISHED GRADE 11-7/8" .X,NT TO BE 1 /2" 'MDE AND P�NlDJ WITH 1:2 CEME'.NT SAND ANO MORTAR PAVl°MENT SURFACE !:• ., . .� .•• • ',• • .t, :.; b;. � • .:-�· �-, �::,,::_:..;·..\;·::. �-.�· : ./··.,,>..-::,<- ·.•·::,.· · .•�-.-;:_-'.;""' . . . , . .--•-�---.��:,: '• ·,. · • · · ·•·..•. . �. . ·-· ,•.· ·,·.·.•.· · PAVl°MENT (REPLACE IN KIND OR AS DIRECTED BY 1HE 4" TOPSOIL FERTILIZER & SEED UNION COUNTY V.E.V. DESIGNED BY: C.V.F./AM. DRAWN BY: NEW JERSEY 2017027 _Details WORK FILE: . c VICTOR E. VINEGRA PROfl:SSIONAL ENGINEER & LAND SURVEYOR NEW .ERSEY LICENSE No. 3Wi0 AUTHORIZATION N 24GA27962100 CERTlFlCATE OF PROJECT No; 2017027 " GRADE 00 ·c: DRAINAGE FILL TO 18" OF TOP OF WALL CURB BOX --�� 1.0 N CORPORATION STOP CURB STOP CAMP8ELL FO�DRY COMPANY PATTERN NO. 1202B OR APPROVED EQUIVALENT PRECAST SL.AB TOP FCfi 6ft DIA. » MANHCU w/30 OPENING (1'11'. a• THICK. REINFORCED) DESIGNED FOR HS20-44 U\1£ LOAD POL YPROPYl.ENE LADDER RUNGS MAIN DOMESTIC WATER SERVICE CONNECTION RETAINING WALL NOTES: (FOR ALL RETAINING WALL DETAILS ON THIS SHEET) 1) DRAINAGE FILL SHALL BE 1/2" - 3/4" WASHED RIVER RUN GRAVEL AND SHALL BE INSTALLED BEHIND THE WALL TO WITHIN 18" OF THE TOP OF THE WALL. 2) GRANULAR BASE SHALL BE 3/4" CRUSHED GRAVEL, MINIMUM 6" THICK, COMPACTED TO 95% MODIFIED PROCTOR. r N.T.S. MANHCli EXTERIOR TO RECEIVE SHOP OR FIELD COATING OF COAL TAR PITCH 3) GEOTECHNICAL ENGINEER SHALL INSPECT AND VERIFY THAT THE FOUNDATION (FOOTING) SOILS ARE OF A SUITABLE BEARING MATERIAL BASED ON THE ASSUMED SOIL PARAMETERS IN THE DESIGN OF THE WALL. SOILS SHALL NOT BE OVER EXCAVATED UNLESS UNDER THE DIRECTION OF A GEOTECHNICAL ENGINEER. UNSUITABLE MATERIAL SHALL BE REMOVED ONLY UNDER THE DIRECTION OF A GEOTECHNICAL ENGINEER. STANDARD PRECAST BASE BASE SECTION (H�GHT AS REQUIRED) 4) CONTRACTOR SHALL FOLLOW ALL APPLICABLE PROVISIONS OF THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. 5) NOTE: CURB RAMP DESIRABLE SLOPE 1:12 CURB MAX. SLOPE 1:8 6) BACKFILL MATERIAL SHALL CONSIST OF WELL DRAINED LOAMY SAND, SANDY LOAM, LOAM TO SANDY CLAY LOAM AS SPECIFIED ON THE U.S.D.A. SYSTEM OF SOIL TEXTURAL CLASSIFICATION. MATERIAL SHALL BE INSPECTED BY A GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. GUTTER LINE RAMP ELEVATION T GUTTER LINE H W/PA'-IT. I 8) BENCH CUT ALL EXCAVATED SLOPES. N.T.S. +-+----�-- 9) BASE MATERIALS SHALL BE PLACED UPON UNDISTURBED SOILS. 10) A POST & RAIL FENCE SHALL BE INSTALLED ALONG THE TOP OF ALL RETAINING WALLS WITH A HEIGHT OF 2.5 FEET OR GREATER. (SEE DETAIL) I -2.0% , ,� �OP£ MODULAR BLOCK RETAINING WALL SECTION THROUGH RAMP RANP INSET N.T.S. GUffiR LINE 4' MIN, LANDING AREA CROSS SLOPE 1-1/2% OR LESS flLTER FABRIC ALONG PERIMETER OF STONE BED. PROVIDE: MINIMUM OF 1 ft. OVERLAP ACROSS TOP. (MIRAFl 140NC OR SIMILAR) CURB RAMPS SIDE RAMPS BACKFILL V.,TH 3/4" CLEAN STONE 1: 12 1: 24 y=w RAMPS & SIDE RAMPS SHALL HAVE A HAND BROOMED FINAL FlNISH y=h h1 =h h2 = h = LAODER RUNGS 0 12· o.c. 1x12 - z/24 1 + x/24 36" HDPE 11#=82.00 2s mm.ET ALTERNATE "A" CIA5S "8" CONCRETE RAMPS TO BE INSTAULED AND CONSTRUCTED IN ACCORDANCE �TH THE "BARRIER FREE DESIGN REGULATIONS" AS ADOPTED BY THE STATE OF NEW JERSEY AND AS MAY BE AMENDED. STORAGE PIPE DETAIL HANDICAP N.T.S. RAMP DETAIL _;,. ·. {'.. SECTION A-A 48" (OR <"-0") 2'-o· 6" SOLID CONC. BLOCK OR PRECAST SlRUCTURE = NOTE: 5'-0" NOM. ,. CN.IPBELL #3070 CASTING SOI.ID C>- t- ,- � - - - ,t,'. 2-" (,,'-I 4Z,'-'J' I_ f f- IV •• I (,,'-t Id-II" I ld-d' I / L ------------------------� :50 :50 en. � f-. 0 fl.. 0 � en. µJ µJ I L __________________ � �-------------� � ,a -r' � A' I..'_1.," W AGA, µJ z � � � � µJ � � µJ en. R. A., AJA. 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NEW JERSEY 2 !AJ0!332800 NEW YORK 037184-1 NORTH CAROLINA 13489 DELAWARE S5-0007819 FLORIDA AR98285 PENNSYLVANIA RA407216 I J I \ \ BEDROCM 41 b LIVINE> ROCM 14 \ \ \ \ \ \ \ \ \ \ \ I f!,'-d' I \ u rt-o· Id II" , ti' o'' l 1'1-a J,. •. 1-B " 4'-1" ':/-2" 4 4' " 15'-I" ,·-t· 2'- " ,·-r1· i,'-f,'' DATE: 12 MAY 2017 SCALE: AS SHOWN DRAWN BY: KS REVISION: CONCEPT 'A' 25 MAY 2017 CONCEPT 'B' 6 JUN 2017 16 JUN 2017 CONCEPT 'C' CONCEPT 'D' 21 JUN 2017 CONCEPT 'E' 21 SEP 2017 CONCEPT 'F' 21 FEB 2018 DRAWING DESCRIPTION: PROPOSED THIRD FLOOR PLAN f­ 4'-" 17-098 BEDROCM 1'1-b (/J u SJ t: l: u PROJECT NO.: ,·-2" ''-2" o/-d' k:1-2" DRAWING NO.: PROPOSED THIRD FLOOR PLAN SC-ALE �'=l'-o" I.NIT B � 117 II LNrr UUNr N t,1111111 -u �,I � C;i;l UJ � � I 0 rn rn -: Q C;i;l :s I I �UM'051TE PNe.5--2,.. - - - - - - - - - - ; - � J ffi= -, ----, - - -co- -- -- I I -- - - - - - 1:1�:l= - •=· J[___ - - - - - - - - - - -✓ ,,,.�R..)tf(. I! ii ffiH+ ·- ' . - - ✓- I·'"''"== . . 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