PRLIMINARY AND FINAL SIT PLAN, 320 FABRY TRRAC TAX LOT 10 & 11, BLOCK 4402 TOWNSHIP OF TANCK, BRGN COUNTY, NW JRSY SIT DSIGND BY 2 PR NG. RPORTS AND BOARD APPROVAL A A 09/22/09 PR ZONING RPORT DATD 09/02/09 1 APPROVD BY BY: APR: RVISIONS NO. the original project, or purpose originally intended, without the written permission of AWZ ngineering, Inc., is strictly prohibited. ZON RC-2 GLNWOOD AVNU 16 HMLOCK SOUTH HARDING FABRY 4401 TRRAC 1 2 3 4 5 6 7 4305 15 14 13 12 11 19 10 9 8 1 2 3 1 2 3 4 5 4 5 6 4402 AST ODN AVNU 4403 6 7 7.01 7.02 16 15 14 13 8 ZON RC-3 TRRAC 8 AVNU 9 13 ZON-RS 9 12 10 12 PUBLIC LAND DISTRICT 11 KILMURRAY P.Q. BLOCK 4402 LOT 10 & 11 DRIV OVRPCK COUNTY PARK 4101 INTRSTAT HIGHWAY ROUT NO. 95 ZONING/200' RADIUS MAP SCAL:- 1" = ±100' OWNR/APPLICANT: 320 FABRY TRRAC TANCK, NJ 07666 KY MAP APPROVD BY ZONING BOARD - TOWNSHIP OF TANCK BOARD SCRTARY: BOARD CHAIRMAN: BOARD NGINR: ADNAN A. KHAN, P.., C.M.. PROFSSIONAL NGINR DARUL ISLAH TOWNSHIP OF TANCK BRGN COUNTY, NW JRSY JOB NUMBR: DAT N.J. LICNS NO. 39812 N.Y. LICNS NO. 086435 P.A. LICNS NO. 45052 ngineers Scientists Consultants COVR SHT SCAL: AS SHOWN C-01 SHT 1 OF6
PROPOSD 6' HIGH MTAL DCORATIV FNC GAS WATR 2 GNRAL NOTS: 1. PARCL IS KNOWN AS TAX LOT 10 AND 11, IN BLOCK 4402 AS SHOWN ON TH TAX MAPS OF TH TOWNSHIP OF TANCK. 2. ARA OF PARCL = 36,715 S.F. OR 0.84 ACRS. 3. PARCL IS LOCATD NTIRLY IN TH RS (RSIDNTIAL) DISTRICT AS SHOWN ON TH ZONING MAP OF TH TOWNSHIP OF TANCK. 4. THIS PARCL MAY B SUBJCT TO UNDRGROUND UTILITIS AND/OR ASMNTS WHICH MAY NOT B SHOWN. 5. IF THIS DOCUMNT DOS NOT CONTAIN A RAISD IMPRSSION SAL OF TH PROFSSIONAL, IT IS NOT AN AUTHORIZD ORIGINAL, AND MAY HAV BN ALTRD. 6. NO DTRMINATION WAS MAD AS TO TH PRSNC OR NONXISTNC OF WTLANDS AND/OR HAZARDOUS MATRIALS. TH CLINT SHOULD PURSU THS MATTRS AS ITMS SPARAT AND APART FROM THS PLANS. 7. LVATIONS AND CONTOURS SHOWN ON THIS PLAN AR BASD ON TH SURVY PRFORMD AND PROVIDD BY 3 WIR SURVYING, INC OF ROCKAWAY, NJ, DATD 08/13/07 AND AR BASD ON NGVD DATUM, DRIVD FROM GLOBAL POSITIONING SYSTM, (GPS). 8. PROPOSD BUILDING FOOTPRINT AS PR TH ARCHITCTURAL PLANS PRPARD AND PROVIDD BY HRITAG ARCHITCTUR, LLC OF PARAMUS, NJ, RCIVD AS DIGITAL FIL ON JULY 22, 2009. 2 PR NG. RPORTS AND BOARD APPROVAL A 1 PR ZONING RPORT DATD 09/02/09 09/22/09 A NO. RVISIONS BY: APR: the original project, or purpose originally intended, without the written permission of AWZ ngineering, Inc., is strictly prohibited. PROP. 8' WID STON WALK PROPOSD 6' HIGH CHAIN LINK FNC XISTING FNC TO B RMOVD ' SID YARD STBACK LIN ' SID YARD STBACK LIN PROP. 4' WID CONC. WALK XIST. LOT LIN TBR PROP. CONC. CURB FOR STAFF US ONLY 3 30' FRONT YARD STBACK LIN PROP. DPRSS. CURB (TYP) PROPOSD 4' WID CONCRT RAMP (SLOP @ 5%) 30' FRONT YARD STBACK LIN ' SID YARD STBACK LIN PARKING ARA TO B R-PAVD AT OR BLOW TH XISTING GRADS AND R-STRIPPD AS SHOWN PROP. PRCAST CONCRT WHL STOP (TYP). 9. UTILITY INFORMATION SHOWN HRON HAS BN COLLCTD FROM VARIOUS SOURCS AND IS NOT GUARANTD AS TO ACCURACY AND COMPLTNSS. TH CONTRACTOR SHALL VRIFY ALL UTILITY INFORMATION TO HIS SATISFACTION PRIOR TO COMMNCMNT OF ANY WORK, TH CONTRACTOR SHALL PRFORM TST PITS WHR XISTING UTILITIS AR TO B CROSSD. TST PIT INFORMATION SHALL B GIVN TO TH NGINR PRIOR TO CONSTRUCTION TO PRMIT ADJUSTMNTS AS MAY B RQUIRD TO AVOID CONFLICTS. 10. TH CONTRACTOR SHALL NOTIFY TH UNDRSIGND PROFSSIONAL IMMDIATLY IF ANY FILD CONDITIONS NCOUNTRD DIFFR FROM THOS SHOWN HRON. 11. ALL XISTING UTILITIS THAT AR TO B RLOCATD OR ALTRD IN ANY MANNR AR TO B DON IN ACCORDANC WITH TH RSPCTIV UTILITY COMPANIS STANDARDS. ALL TH XISTING UTILITIS XPOSD DURING CONSTRUCTION AR TO B SUPPORTD UNTIL BACKFILL IS IN PLAC. ANY CROSSING LSS THAN ON FOOT CLAR TO B SUPPORTD WITH A SADDL (CONCRT OR SAND) AS NOTD. 12. SIT GRADING AND UTILITY WORK AR TO B PRFORMD IN A MANNR TO MINIMIZ DAMAG TO XISTING VGTATION AND TRS. ALL ARAS NOT AFFCTD BY CONSTRUCTION AR TO RMAIN NATURAL AND UNDISTURBD. 13. NO ON-SIT SOIL TSTING AND GROUNDWATR ASSSSMNT HAS BN PRFORMD ON THIS PROJCT BY TH DSIGN NGINR. IT SHALL B TH OWNRS AND/OR CONTRACTORS RSPONSIBILITY TO CONDUCT SOIL TSTING AND GROUNDWATR LVATION DTRMINATION TO CONFIRM APPLICABILITY OF PROPOSD IMPROVMNTS, CONSTRUCT ABILITY OF TH PROPOSD FINISHD GRADS AND CONSTRUCTION TCHNIQUS WITH RSPCT TO SUBSURFAC SOIL AND GROUNDWATR CONDITIONS. 14. COMPACTING IN FILL ARAS BNATH ALL PROPOSD UTILITIS AND STRUCTURS SHOULD MT ALL MANUFACTURRS AND MUNICIPAL RQUIRMNTS AND B QUAL TO TH MINIMUM 95% MODIFID PROCTOR DNSITY. 15. THIS IS A SIT DVLOPMNT PLAN AND UNLSS SPCIFICALLY NOTD LSWHR HRON IS NOT A SURVY. 16. DO NOT SCAL DRAWINGS FOR LOCATIONS OF ADJACNT STRUCTURS AND SURROUNDING PHYSICAL CONDITIONS. THS ITMS MAY B SCHMATIC ONLY XCPT WHR DIMNSIONS AR SHOWN THRTO.. THIS ST OF PLANS HAS BN PRPARD FOR PURPOSS OF MUNICIPAL AND AGNCY RVIW AND APPROVAL. THIS ST OF PLANS SHALL NOT B UTILIZD AS CONSTRUCTION DOCUMNTS UNTIL ALL CONDITIONS OF APPROVAL HAV BN SATISFID AND TH DRAWINGS MARKD "ISSUD FOR CONSTRUCTION". 18. ALL MATRIAL, WORKMANSHIP AND CONSTRUCTION FOR SIT IMPROVMNTS SHOWN HRON SHALL B PRFORMD IN STRICT CONFORMANC WITH: NJDOT "STANDARD SPCIFICATIONS FOR ROAD AND BRIDG CONSTRUCTION", A CURRNTLY AMNDD. CURRNT PRVAILING MUNICIPAL AND/OR COUNTY SPCIFICATIONS, STANDARDS, AND RQUIRMNTS. CURRNT PRVAILING UTILITY COMPANY/AUTHORITY SPCIFICATIONS, STANDARDS, AND RQUIRMNTS. "RSIDNTIAL SIT IMPROVMNT STANDARDS", N.J. ADMINISTRATIV COD TITL 5, CHAPTR 21, AS CURRNTLY AMNDD. STANDARDS AND/OR CONDITIONS OF ANY OTHR GOVRNING BODIS HAVING JURISDICTION. 19. CONSTRUCTION WORK SHALL B PRFORMD IN ACCORDANC WITH ALL APPLICABL SAFTY CODS. APPLICABL SAFTY CODS SHALL MAN TH LATST DITION INCLUDING ANY AND ALL AMNDMNTS, RVISIONS AND ADDITIONS THRTO OF TH FDRAL DPARTMNT OF LABOR, OCCUPATIONAL SAFTY AND HALTH ADMINISTRATION'S "OCCUPATIONAL SAFTY AND HALTH STANDARDS" (OSHA); "SAFTY AND HALTH RGULATIONS FOR CONSTRUCTION" OF TH STAT OF NW JRSY, DPARTMNT OF LABOR AND INDUSTRY, BURAU OF NGINRING AND SAFTY; "CONSTRUCTION SAFTY COD", AND "MAINTNANC, CONSTRUCTION AND DMOLITION," AND "BUILDING COD". 20. CONSTRUCTION SIT SAFTY IS TH SOL RSPONSIBILITY OF TH CONTRACTOR, WHO SHALL ALSO B SOLLY RSPONSIBL FOR TH MANS, MTHODS, AND SQUNCING OF CONSTRUCTION OPRATIONS. UNDR NO CIRCUMSTANCS SHOULD TH INFORMATION PROVIDD HR B INTRPRTD TO MAN THAT AWZ NGINRING, INC. IS ASSUMING RSPONSIBILITY FOR CONSTRUCTION SIT SAFTY OR TH CONTRACTOR'S ACTIVITIS; SUCH RSPONSIBILITY IS NOT BING IMPLID AND SHOULD NOT B INFRRD. 21. ALL PROPOSD HANDICAP PARKING SPACS SHALL B IN COMPLIANC WITH TH AMRICANS WITH DISABILITIS ACT (ADA). 22. IT SHALL B TH RSPONSIBILITY OF TH CONTRACTOR TO SUPPLY ANY ADDITIONAL SOIL ROSION & SDIMNT CONTROL MASURS AS RQUSTD BY TH GOVRNING SOIL CONSRVATION DISTRICT. 23. TOPSOILING & SODDING, WILL B PLACD IN TH ARAS DISTURBD DURING CONSTRUCTION AND / OR AS DIRCTD BY TH NGINR. 24. 100-YAR TIDAL FLOOD LVATION = 6.7 (NGVD 29) AS PR NJDP DLINATION OF FLOODWAY AND FLOOD HAZARD ARA OF OVRPCK CRK AS SHOWN ON PLAT NO. OC-3 (TOWNSHIP OF TANCK, BOROUGH OF LONIA & VILLAG OF RIDGFILD PARK, JUN 1982). 25. TH FLOOD HAZARD LIMITS AS SHOWN HRIN AR SCANND AND SUPRIMPOSD ON TH TAX MAP FOR TH LOT AND THN TRANSPOSD ON TH SURVY PLAN FOR TH SIT. TH FLOOD HAZARD LINS MAY VRY SLIGHTLY. 26. TH PARKING LAYOUT AS SHOWN ON LOT 11 IS XISTING. ONLY R-PAVING AND R-STRIPPING WITHIN XISTING GRADS IS PROPOSD. 27. TH APPLICANT TO COMPLY WITH TH "FLOOD DAMAG PRVNTION" RGULATION, AS OUTLIND IN TH SCTION 16-(b) OF TH TOWNSHIP COD. TH LOWST FLOOR LVATION TO B ABOV TH 100-YAR FLOOD LVATION. (PROPOSD LOWST FLOOR LVATION @3' ABOV TH 100-YAR FLOOD LVATION). 28. MUNICIPAL CURB, SIDWALK AND PAVMNT TO B RPLACD OR RPAIRD, AS DIRCTD BY TH TOWNSHIP NGINR. ADNAN A. KHAN, P.., C.M.. PROFSSIONAL NGINR DSIGND BY TOWNSHIP OF TANCK ngineers Scientists Consultants BRGN COUNTY, NW JRSY JOB NUMBR: SCAL: AS SHOWN C-02 APPROVD BY DAT N.J. LICNS NO. 39812 N.Y. LICNS NO. 086435 P.A. LICNS NO. 45052 SIT, GRADING AND DRAINAG PLAN SHT 2 OF 6
LOT 9 n/f CHOWDHURY & 2003-0000415,LLC DB 8634 PG 123 Luminaire Schedule N LOT 12 TOWNSHIP OF TANCK 0.0 0.0 0.1 0 0.4 0.4 0.3 0.4 0.7 0.8 0.4 0.4 0.8 0 0 0.4 0.3 0 0 0.4 0.4 0 0.3 0 0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0 0.4 0.4 0.4 0.8 0 0.7 0.8 0 0.9 0.4 0.4 0.4 0.4 0.3 0 0 0 0 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0 0.3 0.4 0.3 0.3 0.4 0.4 0.3 0.4 0.4 0.3 0.3 0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0 0.3 0.3 0 0 0 0.3 0.3 0.3 0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0 0 0.1 0 0 0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 (4) PS4S20C1BZ 20 x 4 x.125 Square steel poles *** Poles meet 140 mph wind zone requirements 0.0 0.0 0.0 0.0 0.0 0.0 *** MGWC fixtures mounted at 22' (on the wall) w/no tilt *** MPR fixtures mounted at 22' (20' pole + 2' afg base) w/no tilt 0.0 0.0 0.0 Symbol Qty Label Arrangement Lumens LLF Description 9 MGWC SINGL 3400 0.650 MGWC0405-M 50w mh 4 MPR SINGL 3100 0.650 MPR2405-M 50w mh Parking Area Only Illuminance Values (Fc) Average =0.49 Maximum =0.9 Minimum =0 Avg/Min Ratio=2.45 Max/Min Ratio=40 BLOCK 4101 LOT 1 COUNTY OF BRGN OVRPCK COUNTY PARK 0.1 0 0.3 0.3 0.3 0 0.4 0.1 0.9 0.7 0 0 0 0.4 0 0.4 0 0.1 0.1 0.0 0.1 0 0.4 0.4 0.9 0.6 0.4 0.4 1.0 0.7 0.6 0.6 0.7 0.6 0 0.3 0 0.1 0.1 0.0 0.1 0.1 0 0 0 0 0.3 0.4 0.9 0.6 0.6 0.7 0.7 0 0.4 0.3 0 0.1 0.1 0.0 0.1 0 0.3 0 0.3 0.3 0.3 0 0.4 1.0 0.7 0.7 0.6 0 0.3 0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0 0.3 0.4 0.4 0 0 0.6 0 0.4 0 0 0.4 0.6 0 0.4 0.3 0 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.3 0.4 0.4 0.3 0.4 0.7 0.8 0.7 0 0 0 0.3 0.4 0.6 0.4 0 0.4 0 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0 0.4 0.4 0.4 0.4 0 0.6 0.8 0 0.4 0.4 0.6 0 0.3 0 0.1 0.1 0.1 0.1 0.1 0.1 0 0.3 0.3 0.6 0.8 0.6 0.6 0.6 0 0 0.7 0 0 0.3 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0 0.1 0 0 0 0.1 0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0 0 0 0.3 0.3 0.4 0.4 0.4 0 0 0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0 0.3 0.3 0.4 0.3 0.6 0.4 0 0 0.4 0.3 0 0 0.1 0.1 0.0 0.0 0.1 0.1 0 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.6 0 0.4 0 0 0.4 0 0 0.1 0.0 0.0 0.1 0 0.3 0.3 0 0.7 0.6 1.0 0.6 0 0 0.6 0.6 0 0.3 0 0.1 0.1 0.0 0.0 0.1 0 0 0.4 0.7 0.7 0.4 0.6 0.8 0.7 0 0 0 0 0.6 0.4 0.3 0.4 0 0.1 0.0 0.0 0.0 0.1 0.1 0 0.4 0.6 0.8 0.4 0.4 0.4 0 0.6 0.8 0.8 0.7 0.7 0 0 0 0.3 0.3 0 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0 0.3 0.4 0.6 0.8 0.4 0.6 0.6 0.6 0.4 0 0.6 0.8 0.8 0.7 0.4 0.4 0.3 0 0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0 0.3 0.4 0.9 0 0.7 0.4 0.4 0.7 0.7 0.8 0.4 0.4 0 0.6 0.7 0.7 0 0.4 0.4 0.3 0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0 0.3 0.4 0.4 0.4 0.6 0.7 0 0.4 0.7 0.6 0.6 0 0.7 0.4 0.4 0.6 0 0 0.6 0.4 0.3 0 0 0 0.1 0.1 0.1 WP HT HM RD INTRSTAT HIGHWAY ROUT No. 95 30 20 10 0 0 10 20 30 RUUD LIGHTING 80036.7000 USA <www.ruudlighting.com> 905.671.1991 CAN Illumination results shown on this lighting design are based on project parameters provided to Ruud Lighting used in conjunction with luminaire test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer is responsible for verifying compliance with any applicable electrical, lighting, or energy code. WALL 09/29/09 ADNAN A. KHAN, P.., C.M.. PROFSSIONAL NGINR DSIGND BY TOWNSHIP OF TANCK ngineers Scientists Consultants BRGN COUNTY, NW JRSY 09/29/09 JOB NUMBR: SCAL: AS SHOWN C-03 SHT 3 OF 6 APPROVD BY 09/30/09 NO. RVISIONS BY: APR: DAT N.J. LICNS NO. 39812 N.Y. LICNS NO. 086435 P.A. LICNS NO. 45052 LANDSCAP AND LIGHTING PLAN the original project, or purpose originally intended, without the written permission of AWZ ngineering, Inc., is strictly prohibited. 09/30/09
12-CULTC CONTACTOR 100HD HAVY DUTY CHAMBRS (PROVID 2 ROWS OF 6 UNITS ACH) 14" Min. CULTC LV SFCx2 FD CONNCTOR (3 PLACS) FINISH GRAD 1-2 INCH DIA. WASHD CRUSHD STON 95% COMPACTD FILL 4 OZ. NON-WOVN FILTR FABRIC AROUND STON. TOP AND SIDS MANDATORY. 12" 1 PR NG. RPORTS AND BOARD APPROVAL A NO. RVISIONS BY: APR: the original project, or purpose originally intended, without the written permission of AWZ ngineering, Inc., is strictly prohibited. 12" GNRAL NOTS CONTACTOR 100HD BY CULTC, INC. OF BROOKFILD, CT. STORAG PROVIDD = 3.84 CF/FT PR DSIGN UNIT. RFR TO CULTC, INC.'S CURRNT RCOMMNDD INSTALLATION GUIDLINS. US CONTACTOR 100HD HAVY DUTY FOR TRAFFIC AND/OR H-25 APPLICATIONS. 3 ALL CONTACTOR 100HD HAVY DUTY UNITS AR MARKD WITH A COLOR STRIP FORMD INTO TH PART ALONG TH LNGTH OF TH CHAMBR. ALL CONTACTOR 100 CHAMBRS MUST B INSTALLD IN ACCORDANC WITH ALL APPLICABL LOCAL, STAT AND FDRAL RGULATIONS. CULTC CONTACTOR 100HD HAVY DUTY TYPICAL CROSS SCTION 40" CULTC NO. 20L POLYTHYLN LINR TO B PLACD BNATH LV SFCx2 FD CONNCTOR WHN UTILIZING INTRNAL MANIFOLD ADNAN A. KHAN, P.., C.M.. PROFSSIONAL NGINR DSIGND BY APPROVD BY DAT N.J. LICNS NO. 39812 N.Y. LICNS NO. 086435 P.A. LICNS NO. 45052 12" 7. 1-2 INCH DIA. WASHD, CRUSHD STON CULTC CONTACTOR 100HD HAVY DUTY CHAMBR INLT PIP (From Roof Drain) CULTC NO. 20L POLYTHYLN LINR TO SPAN TH NTIR WIDTH OF TH SYSTM BLOW TH LV SFCx2 FD CONNCTORS AND SID PORTALS AS NDD 19.7" PAVMNT SID PORTAL TO B CUT IN FILD TO ALLOW CULTC LV SFCx2 FD CONNCTOR AS NDD CULTC MANIFOLD DTAIL 95% COMPACTD FILL 4 OZ. NON-WOVN FILTR FABRIC AROUND STON. TOP AND SIDS MANDATORY. 24" 8" Min. 12" CONCRT CURB CUT TOWNSHIP OF TANCK ngineers Scientists Consultants BRGN COUNTY, NW JRSY CONSTRUCTION DTAILS CULTC LV SFCx2 FD CONNCTOR JOB NUMBR: SCAL: AS SHOWN C-04 SHT 4 OF 6
FO S FU TAF RS PROP. 4' WID CONC. WALK LY ON P. C PRO ONC. CU RB 3 K LIN ) DP RS (TYP T AC TB DS YAR TH OW N L RB OW AT O AS SH D AV IPPD -P R -STR B A TO ND R AR DS A G KIN RA PAR TING G S XI CR CON AST P). C R Y P. P P (T PRO L STO WH T SOIL ROSION AND SDIMNT CONTROL PLAN Consultants XIST. LOT LIN TBR Scientists K LIN N.J. LICNS NO. 39812 N.Y. LICNS NO. 086435 P.A. LICNS NO. 45052 JOB NUMBR: SCAL: AS SHOWN S-01 SHT 5 OF 6 DAT 01/28/10 PROFSSIONAL NGINR ADNAN A. KHAN, P.., C.M.. KY MAP 01/28/10 APPROVD BY DSIGND BY GAS WAT R ngineers N K LI PROPOSD 6' HIGH MTAL DCORATIV FNC TAX LOT 10 & 11 BLOCK 4402 TOWNSHIP OF TANCK BRGN COUNTY, NW JRSY P. PRO URB S. C N FRO 30' LIN LIN CK AC K BA TB S T S ) D D AR 5% SID Y AR AR NT Y FRO Y @ ' 30' SID OP SL P( M RA T R ST BAC XISTING FNC TO B RMOVD BAC T DS ' NC RD PROPOSD 6' HIGH CHAIN LINK FNC CO YA ID 4' W D OS OP PROP. 8' WID STON WALK PR ' SID 2 RVISIONS PR BCSCD PHON COMMNTS DATD 01/28/10 01/28/10 BY: APR: A the original project, or purpose originally intended, without the written permission of AWZ ngineering, Inc., is strictly prohibited. NO. 1 SIT
SOIL ROSION AND SDIMNT CONTROL NOTS & DTAILS NTS N.J. LICNS NO. 39812 N.Y. LICNS NO. 086435 P.A. LICNS NO. 45052 S-02 SHT 6 OF 6 DAT 08/10/09 PROFSSIONAL NGINR ADNAN A. KHAN, P.., C.M.. TOPSOIL STOCKPILING DTAIL TAX LOT 10 & 11 BLOCK 4402 TOWNSHIP OF TANCK BRGN COUNTY, NW JRSY 08/10/09 APPROVD BY DSIGND BY NO. TR PROTCTION DTAIL NTS STABILIZD CONSTRUCTION ACCSS SILT FNC DTAIL NTS JOB NUMBR: SCAL: AS SHOWN RVISIONS BY: APR: