ZB21 22 19 Wheatland Development LLC 2021 10 05 Petry Eng Revised Setback and Stairs Signed

N 59°30°17" W (NAD 83) N 52°47'00” W 43.00’ FOUND CAPPED IRON 0.3’ SOUTH OF REAR LINE & 3.0’ EAST OF LOT LINE RUINOUS CONC. WALL =| a" fs »~— RISER Al | RIM: 189.90 | TO BE REMOVED Pm oT ie — —187- — \ CONSTRUCT 5-74" STEPS W/ 11” RISERS i | | 4 | | | | ] 190.28 ope ASIN. #1 HDPE PIPE 1-4” OVERHANG $ ONE STORY DED DED) TW: 195.19 BW: 190.60 INV: 185.50 w (NAD 83) N 30°59°43" E (NAD 83) N 37°43'00” E S 37°43°00” \ sw oF 1-120LF ROW OF 30” DIA. PERFORATED HDPE INV: 183.40 INV: 185.50 "ROOF LEADERS @ 2.0% MIN. CONSTRUCT 5-8" STEPS W/ 11” RISERS "30" RISER SITE DATA CHART + MIGUEL ARMIJOS APPLICANT: 17 WHEATLAND AVENUE WEST ORANGE, NEW JERSEY 07052 ~ BLOCK 39 LOT 56.08 PROPERTY: aReq - 0.133+ ACRES ZONE: R-6 ONE FAMILY RESIDENTIAL EXISTING USE: VACANT PROPOSED USE: SINGLE FAMILY RESIDENCE BULK REQUIREMENTS DESCRIPTION CODE (R-6) EXISTING PROPOSED | COMPLIANCE SCHEDULE OF AREA, YARD, AND BUILDING REQUIREMENTS MIN. LOT AREA 6,000 SF 5,789 SF NOCHANGE | onenronuine MIN. LOT AREA PER UNIT 6,000 SF /1 UNIT NA 5,789 SF /1 UNIT NO* MIN. LOT WIDTH 60 FT 43 FT NO CHANGE | .ySXSTING ig PRINCIPAL BUILDING SETBACKS MIN, FRONT YARD. 30 FT N/A 30.00 FT YES MIN. SIDE YARDS 10+8FT NA 10,10 + 8,00 FT YES MIN. REAR YARD 30 FT N/A 53.30 FT YES MAX. BUILDING COVERAGE 35% NA 20.57% YES MAX. HEIGHT 2-172 STORIES, 35 FT| NA 34.6 FT YES MAX, LOT COVERAGE 45% NA 37.10% YES STEEP SLOPES CALCULATIONS MIN, EFFECTIVE LOT AREA 6,000 SF 1,847 SF 1,847 SF Noneeuronune _| MAX. EFFECTIVE BUILDING COVERAGE 35% NA 64.48% NO" MAX. EFFECTIVE LOT COVERAGE 45% NA 116.24% NO" * VARIANCE REQUESTED EXISTING GRADES A__| 1906 B 191.0 BUILDING HEIGHT CALCULATION: | c | 1903 194.0 + 31.1 — 190.5 = 34.6 FT D_| 190.0 Ava | 1905 BUILDING COVERAGE CALCULATION: BUILDING FOOTPRINT: 1,191 SF BUILDING COVERAGE = 1,191 SF / 5,789 SF = 20.57% IMPERVIOUS_ COVERAGE CALCULATION: BUILDING FOOTPRINT 1,191 SF PATIO 195 SF FRONT STAIRS AND WALK 95 SF DRIVEWAY 500 SF WALL 167 SF TOTAL 2,148 SF IMP. COVERAGE = 2,148 SF / 5,789 SF = 37.10% DRAINAGE CALCULATIONS: REQUIRED STORAGE: NEW IMPERVIOUS AREA: 2,191 SF @ 6.44” PER SF 2,191 SF X (6.44"/12) = 1,175 CF BASIN VOLUME: HDPE PIPE VOLUME: V = AtL = mL =n(1.25')?*120 = 589 CF STONE VOIDS VOLUME: V = [L*W*H-(VOLUME OF HDPE PIPES)(40%) " W V = [123.5*6*3—(589)}*0.40 = 654 CF TOTAL VOLUME: V = (654 + 589) = 1,243 CF EGEN TREE

LUME: V = AtL = mL =n(1.25')?*120 = 589 CF STONE VOIDS VOLUME: V = [L*W*H-(VOLUME OF HDPE PIPES)(40%) " W V = [123.5*6*3—(589)}*0.40 = 654 CF TOTAL VOLUME: V = (654 + 589) = 1,243 CF EGEN TREE TO BE REMOVED t —f- j H [ i i] | f i] | H 1 REVISED BUILDING SETBACK AND STAIRS. 10/05/2021 JMP- & 1 | i ! i I | i fi | | i | ! fey REVISION DESCRIPTION DATE BY I | | | | I | 2 / / n | H i ! | } / PREPARED FOR | = H Nx t ee (R.O}M. VARIES) 8 | / ; MIGUEL ARMIJOS ] | | i | | \__wattr servict STRUCT, | H | 17 WHEATLAND AVE ! \ | i j | (COORDINATE Si ANITARY SEWER | | | H | & BLOCK 39 LOT 56.06 / \ \ \ ' | WITH TARCHTECT) # a rod ! \ \ | T TOWNSHIP OF WEST ORANGE jh \ \ \ \ 4 | | | | % | | | \ \ \ ESSEX COUNTY, NEW JERSEY / 1 \ \ \ H | | iL | i i | \ ee po BE yo GRADING PLOT PLAN Designer; JMP REFERENCES: © =) = | =| 4 Drafteman: JAF 1. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION GRAPHIC SCALE ENGINEERING. LLC Choke by due TAKEN FROM A CERTAIN MAP ENTITLED BOUNDARY & 10 ° 5 10 20 40 /\,._DNMSON OF CONGLMER AFFAIRS LICENSE NBER rH E50 * TOPOGRAPHIC SURVEY OF 17 WHEATLAND AVENUE, LOT < Sy OUSPAscacAvDIne © FRMRELD NEW cERGGY © one —— 56.06 IN BLOCK 39, TOWNSHIP OF WEST ORANGE, ESSEX ea “TEL (075) 227.7008 FAX (975) 227-7074 Project No.: 21-125 COUNTY, NEW JERSEY SIGNED BY GEORGE PRONESTI, P.L.S. DATED 05/18/2021. (IN FEET ) Scale: 1"=10" i = ‘Sheet: 2. ARTES P QALbeNee aN oaty aya /2001 FROM tinch = 10° ft CAUTION: IF THIS DOCUMENT DOES NOT CONTAIN A RAISED CIS) . » RA, : IMPRESSION SEAL OF THE UNDERSIGNED PROFESSIONAL, IT IS NOT AN AUIMORIZED ORIGNAL DOCUMENT J. MICHAEL PETRY-PE,PP,RA SP-1 NJ PROFESSIONAL ENGINEER LIC. No. 36662 DATED

= = Sc TEMPORARY STABILIZATION MORRIS COUNTY SOIL_CONSERVATION DISTRICT BORE EXPOSED OR STOCKPRED FORA PERIOD OF GREATER THAN 1+ BAYS Ako NOT UATE CONSTRUCTION, SAB SEEDED OIL EROSION, AND SEDIMENT oN ROL NQIES HAY MULCHED AND STABLIZED WIN TEMPORARY VEGETATIVE COVER hss For go Coben mo Suen onan NE EN Wm Mok LACE PR 10 wr OR OTHER APPROVED. WAR SOL OSTUREANCE OR THER PROPER SECUENCE AND 'UNTL PERMANENT PROTECTION 1S: 1. STREETS, DRIVEWAYS AND PARKING AREAS NOT SCHEDULED FOR J. _LENGTH ACCORDING TO TABLE 1 PUBLIC J PAVING WITHIN THE ALLOTTED TIME FRAME SHALL BE. STABILIZED 2 ASEA THAT Wa LEFT EXPOSED FOR MORE. THAW FOURTEEN (14) DAYS AND NOT SUBECT ” 0... ‘USING ‘SUBB/ ‘SUBBASE CONSTRUCTION RECEIVE A iz 8° MIN. SHALL BE INSTALLED WITHIN 15 DAYS OF PRELIMINARY GRADING. TOON Tent He Ee RT SHanan See ae oe Nahe srw oF tera Se 8 2. ALL AREAS NOT SCHEDULED FOR PAVING SHALL RECEIVE A 5. sewuveny vere VEGETATION 1S TO BE ESTABLISHED ON EXPOSED AREAS WITHIN TEN (10) Days AE Arr F FINAL TEMPORARY SEEDING IMMEDIATELY FOLLOWING FOLLOWING ROUGH WULCH IS TO BE USED FOR PROTECTION UNTIL VEGETATION IS ESTABLISHED. SEE ‘23 BELOW. GRADING. ‘4. OAMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING. ALL CRITICAL AREAS (STEEP SLOPES, SANDY N 59'30'17" W (NAD 83) ewrave G58 SUE No. 2) 3. APPLY FERTIUZER AT A RATE OF 500 LES./AGRE OR 11 SOLS, ET CONDIONS) SUBLECT TO EROSION WL RECEIVE A TEMPORARY SEEDNG IN” ACCORDANCE. Wi FOUND > CAPPED fRON UNE N 52°47’00” W Gen cuusteD STONE PROVIDE APPROPRIATE DR BATS Oe B TONS/RGRES ” CUNAIENT. APPLY LIMESTONE AT 5 TEuPoRARy OVERS GETS ARE TO BE STALLED OW AL CLEARED ROADWAYS. AND EASEUENT AREAS SE . TRANSITION BETWEEN ‘DIVERSION > .0" STABILIZED CONSTRUCTION FOR PERMANENT & 3.0’ EAST OF LOT LINE 43.00 Ree CONS UCTON i 4 WORK LIME AND FERTIIZER INTO THE SOIL TO A DEPTH OF 4 “eRe Saar ae ACCORDANCE WT THE STANDARD FOR. PERMA woo! WOOD FENC! PROFILE N.T.S. SOE EROSON AND SEDMENT CONTROL --0.3' SOUTH WOOD FE 5. TEMPORARY SEEDING WILL BE A MIX OF ANNUAL RYEGRASS OR ‘7. THE SITE SHALL AT ALL TIMES BE GRADED AND MANTANED SO THAT ALL STORMWATER RUNOFF {S DIVERTED / [LENGTH ACCORDING TO TABLE PERENNIAL RYEGRASS AT A RATE OF 100 LBS./ACRE OR 1 TO SOL EROSION AND SEDNAENT FADUTIES, LB./1,000 SF. 8. ALL SEDMENTATIN SURUCTARES (SUT FENCE, INLET FILTERS, AND SEDMENT BASH) WL GE SPECTED AND 25' R 6. UN-ROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, TO

OL EROSION AND SEDNAENT FADUTIES, LB./1,000 SF. 8. ALL SEDMENTATIN SURUCTARES (SUT FENCE, INLET FILTERS, AND SEDMENT BASH) WL GE SPECTED AND 25' R 6. UN-ROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, TO BE . ‘Suh Wor BE Loca e ANNGE FACLITY, Of ROADWAY. tes 000 RATE OF 1-1/2 TO 2 TONS/AGRE (70 TO 90 AIL STOOCPAES GASES SHALL TAVE A'SLT FENGE PROPERLY CHTRENGRED AT IME TOE OF SLOPE. . . 10._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. PERMANENT STABILIZATION. ‘t1._ALL NEW ROADWAYS WILL BE TREATED WITH SUITABLE SUB BASE UPON ESTABLISHMENT OF FINAL GRADE alts 1. ALL AREAS NOT SCHEDULED FOR CONSTRUCTION OR LANDSCAPING ISTING 12, PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. ‘TO BE STABILIZED USING SEED MIXTURE NO. 13 CONSI HARD FESCUE AND/OR CHEWING FESCUE AT A RATE OF Al 13 Pots AL wn Be sv 1s RUINOUS CONC. WALL. \ 1 7 i sy | 2 \ 6” MIN. THICKNESS ! | INSTALL LBS/ACRE (4 LBS/1,000 SF), STRONG CREEPING RED FESCUE : | a]. PERENNIAL RYEGRASS & KENTUCKY BLUEGRASS (BLEND), BOTH | i 2 SILT FENCE EE eR yy AUER, “4, AL NENG OUTING MST OE QSOUEED OREERY BO A SEMEN LER MEA. HE FLIER { = 2. UNIFORMLY APPLY GROUND LIMESTONE AND FERTILIZER TO ‘1S. ALL SEDIMENT BASINS WELL BE CLEANED WHEN THE HAS BEEN REDUCED SY SOX A CLEAN OUT | ( Zz SPREAD TOPSOIL AT A RATE OF 500 LBS./ACRE OR 11 TELEVATON WEL BE DENTFED ON THE PLAN AND A MARKER STALLED ON THE STE® { 1s 25° LBS./1,000 SF OF 10-10-10 EQUIVALENT. 16, DURNG AND AFTER CONSTRUCTOR, THE APPLICANT wi. THE MANTENANCE AND e UPKEEP OF THE DRAINAGE STRUCTURES, VEGETATION COVER, AND ANY OTHER APPROPRIATE | lb 3. WORK LIME AND FERTLIZER INTO THE SOIL TO A DEPTH OF 4 BY IME DSTRCK, SAD RESPONSORITY WEL EXD WEN {APPROVED BY THE MORRIS o INCHES UNTIL UNI . re CAR | / 3 4. REMOVE ALL SURFACE DEBRIS AND STONES 2 INCHES OR LARGER. ‘7 iSTuRGANce ARER WH! ARE DESIGUATED TO ROWAN’ AFTER GORSTRUCTON ARE TO Se PROTESTED WN GARAGE | e zZ TREE PROTECTION DEMCES. SEE THE EI of ze 5. UN-ROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, TO BE / Py 2 LENGTH OF CONSTRUCTION EXIT TABLE ED AT ARATE GF T-i/ TO TONS/AORE (70 70 90 1, THE NORRS, COUNTY SOL CONSERVATON DTRCT MAY REQUEST ADDITONAL MEASURES TO MAZE ON STE / REMAINS OF~ PERCENT SLOPE LENGTH OF STONE REQUIRED LBS/1.000 SF. 18, JHE Noms coUNTY SL GQNSEWATIN DETRET

90 1, THE NORRS, COUNTY SOL CONSERVATON DTRCT MAY REQUEST ADDITONAL MEASURES TO MAZE ON STE / REMAINS OF~ PERCENT SLOPE LENGTH OF STONE REQUIRED LBS/1.000 SF. 18, JHE Noms coUNTY SL GQNSEWATIN DETRET MUST BE NOTED, M WHTNG, AT LEAST 48 HOUR. PER OF ROADWAY N STR MUST BE NOTED. 7 MANKOLZ YD COURSE GRAINED SOILS | FINE GRAINED SOILS 6. INSPECT SEEDBED JUST BEFORE SEEDING IF TRAFFIC. HAS LEFT ANN LAND DISTURBANCE, AND A PRE 7 ew 0 TO 2% 50 FT. 400 FT. TRE Sou COMPACTED. THE AREA MUST BE RE~TILLED ANI 20, CONTRACTOR TO SET OF A EEING WT RE INSEEOIOR FOR PERICOK INSPECHONS OF THE TEMPORARY ( 2 70 5% 100 FT. 200 FT. 7. A DEPTH OF 5 INCHES OF TOPSOIL IS REQUIRED FOR ALL 2h TOES STO 7 GROUND LIMESTONE AT A RATE OF 90 LBS PER 1000 SQ. FT. | > 5% ENTIRE SURFACE STABILIZED WTH FABC BASE COURSE SURFACES HAVING LAWN OR LANDSCAPING AS FINAL COVER. Sie FERTLIZER (10-20-10) ATA RATE OF rt ABs bed $000 0, Fr ‘APPLY PERENAIAL RYEGRASS SEED AT 1 LB. . / DUST CONTROL NOTES Sinha Same Sm Oy AH ATE O90 LS, eR 100. ‘APPLY A UQUD MULCH BIKDER OR 7 MULCH. / THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING ” ores ornate cera ME SOBRE LOTTE. ~~ ANTI=TRACKING PAD DETAIL a renee ans cnen OLE amen Ad 1. MULCHES — SEE STANDARD A WH MUL ATE OF 11 LES. PER 1000 $0. FT. hoe ta © SCALE N.T.S. ONLY (PG. 5-1). ‘Saucon ostuneeD Son wnt STRAW Ot fut AT/A RATE OF BO LBS. PE 1000 50 FT LIMOS << @) APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH, ) ‘ 9 2. VEGETATIVE COVER — SEE STANDARD FOR TEMPORARY o ‘samuzanen speoreanas VEGETATIVE COVER (PG. 7~1, PERMANENT VEGETATIVE COVER FOR "ERMANENT STABILIZAN k i) - SOIL STABILIZATION (PG. 4~1) AND PERMANENT STABILIZATION a) eetr enctne Une Ata RATE OF $0 UES Pe 1000 SQ. FT AND WORK FOUR MEXES WTO SoH. WITH SOD (PG 6-1). <) APPLY FERTIIZER (10-20-10) AT A OF RATE 11 LBS. PER 1000 SQ. FT. | oren seaar=oi ness sos SNe TE Sabet ESL 2 Gest aE FEE 07 = 3 2 suT ING 5 MUCK SOILS). KEEP AS ie or Rass OLS (NOT EFFECTIVE ON @) MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 90 LBS. PER 1000 SO. FT. INLET FILTER INSTALLATION ). 1) APPLY A LQUD MULCH BINDER OR TACK TO STRAW OR HAY MULCH. [ WITHOUT FRAME & GRATE \ MATERIAL WATER TYPE OF APPLY SOIL_COMPACTION EXEMPTION NOTE i f \ aut HRA OOK DILUTION NOZZEL GALLONS/ACRE AS DETERMINED BY THE STATE POLICY MAP, THE PROJECT AREA FALLS WITHIN | 3 ALED THE METROPOLITAN PLANNING AREA (PA1). UNDER EXISTING

PACTION EXEMPTION NOTE i f \ aut HRA OOK DILUTION NOZZEL GALLONS/ACRE AS DETERMINED BY THE STATE POLICY MAP, THE PROJECT AREA FALLS WITHIN | 3 ALED THE METROPOLITAN PLANNING AREA (PA1). UNDER EXISTING CONDITIONS, ae 3 \ Aerie 7° WELDED WIRE ANIONIC 1 ASPHALT. 7A COARSE. SORAY 1200 SITE IS NOT COVERED IN WOODY VEGETATION NOR REGROWTH. ARAN i . - WITH NEW JERSEY STANDARD FOR LAND GRADING (REVISED 2( , NON WOODY yf | LIMIT OF DISTURBANCE { LATEX EMULSION oe) FINE SPRAY = VEGETATED PAI AREAS FALL UNDER THE SOIL COMPACTION Besser UST AS § ‘A-"URBAN REDEVELOPMENT” AND IS DEFINED BY NJDEP AS “PREVIOUSLY ars \ ONE. METHOD {S TO INSERT S*MIN, : DEVELOPED". oO \ A 2x4" SECTION OF WOOD RESIN IN WATER AD FINE SPRAY 300 BENEATH THE FABRIC AND SEQUENCE OF CONSTRUCTION. | \ PROVIDE A SLIT OPENING APPLY. ACCORDING TO MANUFACTURER'S INSTRUCTIONS. i ON ONE SIDE OF THE | POLYACRYLAMIDE | way ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS | 1. INSTALL SILT FENCE AND ANTI-TRACKING PAD I RAISED FABRIC. SONTRACTOR, 10 EROWDE PAM) SPRAY, TO FLOOGULATE AND PREGPITATE” SUSPENDED COLLOIDS: 2, DURATION: “APPROX. 2. DAYS) H eacerus acter —“ | APPROX. 2" ABOVE GRATE ON/DRY SPRAY ‘SEE SEDIMENT BASIN STANDARD (PG. 26-1) ‘AR SITE AND ROUGH GRADE f INSTALLATION OF ‘ALONG CURB PIECE. (DURATION: APPROX. 1 WEEK) 4 i INLET FILTER. * 3. CONSTRUCT DWELLING / : BEAN SoaP Stox | NONE COARSE SPRAY 1200 oa vSIRUCT PATIO. AND Bete ‘ 4 1. CONTRACTOR IS TO CLEAN INLET URATION: APPROX. 1. MONTH) | 5. STABILIZE AND SEED IRBED AREA: “a ! MOULD 6x6 , 5/5 g49 WELDED N | 2 FILTER AFTER EVERY STORM. 4. TILLAGE - TO TO ROUGHEN SURFACE AND BRING CLODS TO THE CARALON APPROX. PAS 4 WIRE SUPPORT AROUND INLET Nv 2. CONTRACTOR IS TO REMOVE FABRIC ares e ees AcrOMe ORARY, EMERGEN SNe aetey BL OMING 6. REMOVE ALL SOIL EROSION AND SEDIMENT CONTROL li FRAME AND GRATE. EXTEND ‘AND MESH JUST PRIOR TO PAVING. ON WINDWARD SIDE IF SITE. CHISEL—TYPE PLOWS SPACED ABOUT MensuRES Wi \ \ 6" MIN. AT SIDES. 12 INCHES APART, AND SPRING TOOTHED HARROWS ARE (DURATION: APPROX. 1 DAY) ; \ uJ oy 3. OVERFLOW, CPeunG SHALL SAFELY y EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED SOIL LEGEND i FLOWS THAN 1 YR, it + 1 (24 HR. STORM. | gS i | 2 5, SPRINKLING — SITE IS SPRINKLED UNTIL SURFACE IS WET. SiN uae PRNGED ON Reon, Oot i] % Hl os INLET FILTER TAIL 6, BARRIERS — SOLID BOARD FENCES, SNOW FENCES, BURLAP | \ Exe) i jo INLET FILTER

i | 2 5, SPRINKLING — SITE IS SPRINKLED UNTIL SURFACE IS WET. SiN uae PRNGED ON Reon, Oot i] % Hl os INLET FILTER TAIL 6, BARRIERS — SOLID BOARD FENCES, SNOW FENCES, BURLAP | \ Exe) i jo INLET FILTER DETAIL FENCES, CRATE WALLS, BALES OF HAY, AND SIMILAR MATERIALS. RiaC — RIVERHEAD GRAVELY SANDY LOAM, 8 TO 15 PERCENT 22 ! sa SCALE N.T.S. CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING. 44 H . 1/2 STORY ie) Nyt ou . R 7. CALCU CHLORIDE — SHALL BE IN THE FORM OF LOOSE, DRY FRAME DWELLING ies ioe SEe SB GRANULATES OF FLAKES FINE ENOUGH TO FEED THROU ANY} Pa | low I ose De) COMMONLY USED ATA RATE THAT WAL KEEP. THE (VINYL SIDED) A | ~™ He Qee SURFACE MOIST BUT NOT CAUSE POLLUTION OR PLANT DAMAGE. 4 i ie) / Eto IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO ’ ryti ft Zz PREVENT WASHING INTO STREAMS, OR ACCUMULATION AROUND f PLANTS. on tye i seansree rune riroven SOIL EROSION LEGEND FABRIC ALONG TOP OF FENCE X —--—_‘ FILTER FABRIC FENCING (SEE DETAIL) - — =) — > = _LIMITOF DISTURBANCE 1. FENCE POSTS SHALL BE SPACED 8 FEET CENTER-TO-CENTER OR CLOSER. THEY SHALL EXTEND AT LEAST 2 FEET INTO THE GROUND AND EXTEND AT LEAST 2 FEET ABOVE GROUND (FIG. 25-2). POSTS SHALL BE CONSTRUCTED OF HARDWOOD WITH A MINIMUM DIAMETER THICKNESS OF 1.5 INCHES. A METAL FENCE WITH 6 INCH OR SMALLER OPENINGS AND AT LEAST 2 FEET HIGH MAY BE UTILIZED, TOTAL AREA OF DISTURBANCE: —- WHERE SPACE FOR OTHER PRACTICES IS LIMITED AND HEAVY SEDIMENT LOADING IS EXPECTED. 5,956 SQ.FT. OR 0.137 + AC. 3. LEAST 6 INCHES DEEP IN THE GROUND. THE FABRIC SHALL EXTEND AT LEAST 2 FEET GROUND. THE FABRIC MUST BE SECURELY FASTENED TO THE POSTS USING A SYSTEM CONSISTING OF METAL FASTENERS (NAILS OR STAPLES) AND A HIGH STRENGTH REINFORCEMENT MATERIAL (NYLON WEBBING, GRt WASHERS ETC.) PLACED BETWEEN THE FASTENER AND THE GEOTEXTILE i | IN |) Nx / / | STR._NO. 19 je = LI ee Pg ok ) ilo : INSTALL oe ean | Hy pte ANTI TRACKING PAD “2 \. Py i ; (2) merruter zg 8 ital os g ; | i FENCE POST eeceeeses ANTI-TRACKING PAD (SEE DETAIL) 2 8’ ON CENTER _ FABRIC SECURED TO POST WITH METAL FASTENERS AND REINFORCEMENT BETWEEN FASTENER AND FABRIC \ aspHact DRIVEWAY ‘SILT ACCUMULATION a 110.00” OMMETS, V———_————o FABRIC. THE FASTENING SYSTEM SHALL RESIST TEARING AWAY FROM THE POST. THE FABRIC SHALL TO SOUTH VALLEY ROAD INCORPORATE. A DRAWSTRING IN THE TOP PORTION OF THE FENCE FOR ADDED STRENGTH. 1 PORE ee

———o FABRIC. THE FASTENING SYSTEM SHALL RESIST TEARING AWAY FROM THE POST. THE FABRIC SHALL TO SOUTH VALLEY ROAD INCORPORATE. A DRAWSTRING IN THE TOP PORTION OF THE FENCE FOR ADDED STRENGTH. 1 PORE ee Bet bu E ; i f f L i fl TAMP IN PLACE — _ / 4" CASIMAN | i | I r | pd | / I (MARK fem i { | / Hi E | / / | I 1 REVISED BUILDING SETBACK AND STAIRS 40/05/2021 JMP ! poof / H I H | / i i | / | I : S 59°50'17° E (NAD 83) | / } / I i I i SILT FENCE DETAIL REVISION DESCRIPTION DATE BY i i | ! i I | / | I | | j i ! I | H ; SCALE N.T.S. | i H | | | ; / I I I H ; ! I | i | PREPARED FOR hf) ) |) WHEATLAND =| AVENUE, F050} 0) FS MIGUEL ARMIJOS | & ! ' i 7 I | | | 4 | H / 17 WHEATLAND AVE 7 | 2 | Ba / | i (ROW, VARIES) | | | | | 3 i / / BLOCK 39 LOT 56.06 { / : I ; | | 3 I i / i j i / | i / TOWNSHIP OF WEST ORANGE | | t / | | I | 2 | | | | ' | f / ! H | tL ESSEX COUNTY, NEW JERSEY | | | i | | H | | i | | { H \ R ee ee ee | | 8 \ \ | | | | | l ' ° ' ; | \ | SOIL EROSION AND SEDIMENT CONTROL \ \ | l | | ! : : 2 | i \ \ \ Designer: JMP | REFERENCES: Draftsman: JAF BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION GRAPHIC SCALE TAKEN FROM A CERTAIN MAP ENTITLED BOUNDARY & 10 ° 5 10 20 40 ‘Checked By: JMP TOPOGRAPHIC SURVEY OF 17 WHEATLAND AVENUE, LOT upon cour trans cts wa ono COUNTY, NEW JERSEY SIGNED BY GEORGE PRONESTI, P.L.S. ( IN FEET ) Scale: 1"=10' CAUTION: IF THIS DOCUMENT DOES NOT CONTAIN A RAISED <é : Sheet IMPRESSION SEAL OF THE UNDERSIGNED PROFESSIONAL, IT J MICHAEL PETRY-PE PP RA SP-2 . ? ? DATED 05/18/2021. 2. ARCHITECTURAL INFORMATION TAKEN FROM PLANS FROM iinch = 10) ft CHARLES L. BALDANZA, R.A., DATED 08/09/2021. IS NOT AN AUTHORIZED ORIGINAL DOCUMENT. L NJ PROFESSIONAL ENGINEER LIC, No. 36662/ DATED .....09/22/2021____ /

1. THESE PLANS REPRESENT THE OVERALL SITE WORK CONSTRUCTION. THE CONTRACTOR SHALL FURNISH, INSTALL, TEST, AND COMPLETE ALL WORK TO IMPROVEMENTS REQUIRED FOR THE PROJECT OF INTENDED TO REPRESENT, ALL SPECIFIC INSTRUCTIONS REQUIRED FOR SITE WORK CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING ALL IMPROVEMENTS DEPICTED ON THESE PLANS IN ACCORDANCE WITH ALL APPLICABLE RULES, REGULATIONS, AND LAWS IN EFFECT AT THE TIME OF CONSTRUCTION. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NECESSARY FOR CONSTRUCTION IN ACCORDANCE WITH EXISTING LOCAL, COUNTY OR STATE REGULATIONS, OR ANY OTHER AGENCIES HAVING JURISDICTION IN THESE MATTERS. 3.THE CONTRACTOR IS RESPONSIBLE TO COORDINATE THE LOCATION OF THE UTILITIES WITH THE UTILITY DEPARTMENTS PRIOR TO CONSTRUCTION. 4.THE DRAWINGS SHOW THE EXISTING CONDITIONS WHICH ARE LIKELY TO AFFECT THE PROSECUTION OF THE WORK INSOFAR AS THEY HAVE BEEN DETERMINED. THESE DRAWINGS SHOULD NOT BE USED FOR SCALING OF DIMENSIONS OR FOR DETERMINING RIGHT-OF-WAY AND PROPERTY LIMITS. 5.THE LOCATION OF EXISTING SUBSTRUCTURES AND UTILITIES SHOWN ON THIS PLAN ARE BASED ON FIELD OBSERVATIONS OF SURFACE EVIDENCE AND CERTAIN INFORMATION CONTAINED IN THE PUBLIC RECORD AND RECORD DATA PROVIDED BY THE OWNER. THIS PLAN IN NO WAY REPRESENTS A GUARANTEE, EXPRESS OR IMPLIED, TO THE ACCURACY OF THESE PLOTTED LOCATIONS. ADDITIONALLY, THESE PLANS MAKE NO GUARANTEE THAT UTILITES AND OTHER SUBSURFACE STRUCTURES ARE THE ONLY SUBSURFACE STRUCTURES. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROPER BRACING OF EXISTING UTILITIES AS MAY BE REQUIRED TO PREVENT DAMAGE DUE TO CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL ARRANGE FOR PROPER BRACING OF ALL EXISTING UTILITIES, UTILITY POLES, AND OTHER STRUCTURES WITHIN THE VICINITY OF THE WORK WHICH MAY BE AFFECTED BY HIS OPERATIONS. ALL COST ASSOCIATED WITH THIS WORK SHALL BE INCLUDED IN THE VARIOUS UNIT PRICES BID FOR THE CONTRACT WORK. 7.THE COORDINATION OF THE LOCATION OR RELOCATION, WHERE REQUIRED, OF TELEPHONE, ELECTRIC, GAS, WATER,AND ETC. IS THE RESPONSIBILITY OF THE CONTRACTOR, AND THE SAME SHALL BE COORDINATED TO ENSURE COMPLETION WITHIN THE TIME PERMITTED. 8.THE CONTRACTOR SHOULD NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY FIELD CONDITIONS ENCOUNTERED DIFFER MATERIALLY FROM THOSE REPRESENTED HEREON AND OR IF SUCH CONDITIONS IN THE CONTRACTOR'S

.THE CONTRACTOR SHOULD NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY FIELD CONDITIONS ENCOUNTERED DIFFER MATERIALLY FROM THOSE REPRESENTED HEREON AND OR IF SUCH CONDITIONS IN THE CONTRACTOR'S OPINION WOULD OR COULD RENDER THE DESIGNS SHOWN HEREON INAPPROPRIATE OR INEFFECTIVE. 9.EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF BY THE CONTRACTOR. THE CONTRACTOR SHALL MAKE ARRANGEMENTS TO DISPOSE OF THE MATERIAL AT A SUITABLE LOCATION. DISPOSAL OF ALL MATERIAL, GRADING AND RESTORING THE DISPOSAL SITES, AND OBTAINING ANY PERMITS SHALL BE PERFORMED AT THE SOLE COST OF THE CONTRACTOR. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING IN ADVANCE OF PIPEWORK TO DETERMINE THE EXACT LOCATION, SIZE, TYPE, AND DEPTH OF EXISTING UTILITY NOTED ON THE DRAWINGS PRIOR TO CONSTRUCTION. EXCEPT FOR THE EXCAVATION OF TEST PITS AS NOTED ON THE DRAWINGS OR WHEN DIRECTED BY THE ENGINEER, NO ADDITIONAL PAYMENT SHALL BE MADE FOR THIS WORK BUT SHALL BE INCLUDED IN THE VARIOUS UNIT PRICES BID FOR THE CONTRACT WORK, 11. THE CONTRACTOR SHALL SUPPLY AND ERECT NECESSARY WARNING SIGNS AND PROPER TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE “MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES” PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION, AND IN COMPLIANCE WITH THE REQUIREMENTS OF THE (TOWNSHIP) POLICE DEPARTMENT. THE CONTRACTOR SHALL FURNISH FLAGMEN AS MAY BE REQUIRED TO MAINTAIN TRAFFIC, THE CONTRACTOR SHALL CONTACT THE POLICE DEPARTMENT PRIOR TO STARTING ANY WORK AND NOTIFY THEM OF HIS PROPOSED OPERATIONS. 12. THE CONTRACTOR SHALL BACKFILL AND PAVE ANY OPEN TRENCH AT THE END OF EACH DAY AND SHALL TAKE ANY NECESSARY PRECAUTION TO PROVIDE A SAFE AND ACCESSIBLE WORK Ic. AREA FOR VEHICULAR AND PEDESTRIAN TRAFFI 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICLE ACCESS TO ALL DRIVEWAYS, BUILDING ENTRANCES, AND SIDE STREETS ALONG THE CONSTRUCTION ROUTE TO THE MAXIMUM EXTENT PRACTICABLE. 14. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS, AND WALKWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER IS MORE STRINGENT.) 15. THE CONTRACTOR SHALL BRACE AND SUPPORT ALL EXISTING CURB IN THE IMMEDIATE VICINITY OF THE CONSTRUCTION WORK. PLANKS SHALL BE PLACED OVER CURBS TO PREVENT DAMAGE BY THE CONTRACTOR'S EQUIPMENT. ANY CURB WHICH IS DAMAGED, DISTURBED, OR REMOVED