new 42-unit residential building

35 Gates Avenue, Warren, NJ 07059Tel: (908) 698-2890 Fax: (908) 926-2359

NJ Professional EngineerNo. 24GE02628700

NJ Certificate of Authorization for Engineering 24GA28135000

CAUTION: If this document does not contain the raised impression seal of the professional, it is not an authorized original document and may have been altered.

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City of Bayonne Hudson County New Jersey

APPLICANTADAM A. ENTERPRISE, LLC167 LIBERTY STREETHACKENSACK, NJ 07601

BOARD ENGINEER DATE

BOARD CHAIRMAN DATE

BOARD SECRETARY DATE

THE CITY OF BAYONNE ZONING BOARD APPROVED THIS SITE PLAN

BY MEMORIALIZING RESOLUTION AT ITS REGULAR MEETING ON

______________________, 2021. PLEASE SEE AFFIXED RESOLUTION

FOR ANY ADDITIONAL CONDITIONS OF APPROVAL SET BY THE

BOARD.

NEW 42-UNIT RESIDENTIAL BUILDING

1207-1211 JOHN F. KENNEDY BOULEVARD

LOTS 2 & 3 IN BLOCK 24

CITY OF BAYONNEHUDSON COUNTY, NEW JERSEY

INDEX TO CIVIL DRAWINGS



NJ Certificate of Authorization for Engineering 24GA28135000

GENERAL NOTES

CURB

LEGEND

DEPRESSED CURB

PROPERTY LINE

CONCRETE


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UTILITY NOTES


NJ Certificate of Authorization for Engineering24GA28135000


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12"12" O.D.

6"

NOT TO SCALE

TRENCHING DETAIL7

NOTES:

1. SURFACE JOINT SHALL BE SEALED WITH EMULSIFIED ASPHALT RS-1 OR APPROVEDEQUAL. NO SEPERATE PAYMENT WILL BE MADE.

2. BACKFILL SHALL BE COMPACTED IN 6" LIFTS WITH A FLAT FACE MECHANICAL TAMPERTO THE SATISFACTION OF THE ENGINEER.

GALVANIZED STEEL UPOST

7' M

IN.

10

' MAX.

36

" MIN

.

FINISHEDGRADE

NOTES:

1. ALL POSTS SHALL BE OF ADEQUATE LENGTH TO MEET THE REQUIREMENTS FORERECTION AS STATED IN THE CURRENT "MANUAL OF UNIFORM TRAFFIC CONTROLDEVICES FOR STREETS AND HIGHWAYS".

2. ALL POSTS AND BRACKETS SHALL BE CUT AND BENT AND THE HOLES SHALL BEPUNCHED OR DRILLED BEFORE GAVANIZING. GALVANIZING SHALL CONFORM TO THECURRENT A.S.T.M. SPECIFICATIONS.

5'-0

"(R

7-8

)

8" FOOTING - NJDOTCONCRETE, 4000 PSI, AIRENTRAINED

R=12"

PAVEMENT SURFACE

HOT POURED RUBBERASPHALT JOINT SEALER

6" A

ND

VARIE

STO

MEE

T EX

ISTI

NG

1/2

"

NJDOT CONCRETE,4000 PSI, AIRENTRAINED

9"

18

"

DEPTH OF JOINT FILLER STRIP TO EQUAL THE THICKNESSOF THE PAVEMENT LESS 1/2"

THIS FACE MAY BE CONSTRUCTED ON THE SAME BATTERAS THE UPPER FACE WHEN THE CURB IS CONSTRUCTEDADJACENT TO BITUMINOUS PAVEMENT

1/2" PREFORMED EXPANSION JOINT FILLER,BITUMINOUS TYPE, CONFORMING TO AASHTOSPECIFICATION M-33, TO BE INSTALLED BETWEENCURB AND CONCRETE PAVEMENT OR CONCRETE BASECOURSE

NOTES:

1. TRANSVERSE JOINTS, 1/2" WIDE, SHALL BE INSTALLED IN THE CURB AT A MAX.20'-0" SPACING AND SHALL BE FILLED WITH PREFORMEDBITUMINOUS-IMPREGNATED FIBER JOINT FILLER.

2. FIBER JOINT FILLER SHALL COMPLY WITH THE REQUIRMENTS OF AASHTOSPECIFICATION M-213, RECESSED 1/4" IN FROM FRONT FACE AND TOP OF CURB.

3. DEPRESSED CURB AT DRIVEWAYS SHALL BE PER NJDOT STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2001.

VARIE

S

14"x 1" CONTRACTION JOINT (ONEPER SECTION)

EXPANSION JOINT (TYP.)

8'

PLAN

NJDOT CONCRETE, 4000 PSI,AIR ENTRAINED

DENSE GRADED AGGREGATEBASE COURSE

NOTES:

1. CONCRETE SHALL BE LAID IN ALTERNATE SECTIONS 10 FEET LONG. EACH SECTION SHALL BE LAID IN ONE OPERATION ASA MONOLITH. THE UPPER SURFACE SHALL BE FINISHED BEFORE THE LOWER PORTION OF THE SLAB HAS SET.

2. THE SURFACE OF THE CONCRETE SHALL BE CAREFULLY GRADED AND SCREENED WITH A STRIKE BOARD. THE SURFACEDSHALL BE ROUGHED WITH A WOODEN FLOAT TO THE SATISFACTION OF THE ENGINEER.

3. ADJACENT SECTIONS ARE TO BE SEPARATED BY AN EXPANSION JOINT, COMPOSED OF A PREFORMED BITUMINOUSJOINT FILLER OR PREFORMED BITUMINOUS CELLUAR TYPE JOINT FILLER, 1

2" THICK.

4. AFTER FINISHING THE CONCRETE SHALL PRESENT AN EVEN SURFACE TO THE REQUIRED GRADE AND SHALL BE FREE FROMHOLES, MARKS, DIFFERENCE IN COLOR AND OTHER IMPERFECTIONS.

4"

4"

EXPANSION JOINT

COMPACTED SUBBASE(95% MAX. DRY DENSITY)

NOT TO SCALE

CONCRETE CURB DETAIL1

NOT TO SCALE

REGULATORY SIGN POST DETAIL4

NOT TO SCALE

CONCRETE SIDEWALK DETAIL2

9"

16

" 18

"

PAVEMENT SURFACE 112"

A

A

6"

TOP OF CURB

12

"

PAVEMENT SURFACE 18

"

VARIES 18" TYP

TOP OF CURB (BACK)

TOP OF CURB (FRONT)

ELEVATION

SECTION A-A

NJDOT CONCRETE,CLASS B, AIR ENTRAINED

NOT TO SCALE

DEPRESSED CONCRETE CURB DETAIL5

NOT TO SCALE

CURB RAMP DETAIL9

R7-812"x18"

R7-8V12"X6"

R5-130"X30"

R1-130"x30"

NOT TO SCALE

SIGN LEGEND8

R3-224"X24"

1'-0" 1'-0"

NOT TO SCALE

ROADWAY PAVEMENT RESTORATION DETAIL6

NOT TO SCALE

CONCRETE DRIVEWAY APRON, REINFORCED, 6" THICK3

SECTION A-A

1:12

1.5% MAXCURB AT GUTTER LINE TO BEFLUSH WITH STREET PAVEMENT

SIDEWALK

4' MIN. LANDING AREACROSS SLOPE 1.5% MAX.

SIDE RAMPSLOPE 1:10

MAIN RAMPSLOPE 1:12

CURB

SIDE RAMPSLOPE 1:10

3' MIN.

SIDEWALK

4' MIN. LANDING (2%MAX.)

RAMPSLOPE 1:12MAX.

CURB

RAMPSLOPE 1:12MAX.

5' MIN.

TYPE DTYPE A

SECTION C-C

2% MAX.

CURB AT GUTTER LINE TO BEFLUSH WITH STREET PAVEMENT

CONCRETE HEADER

FINISHED GRADE

C

C

A

A NOTES:

1. RAMPS AND SIDE RAMPS SHALL HAVE A HAND BROOMED FINAL FINISH.

2. SEE PLANS FOR EXACT LOCATION OF RAMPS.

3. ALL RAMPS SHALL BE PROVIDED WITH DETECTABLE WARNINGS CONSISTING OF RAISED OR TRUNCATEDDOMES (DIA. 0.9 IN.,HEIGHT 0.2 IN., CENTER TO CENTER SPACING 2.35 IN.) VISIBLITY SHALL CONTRASTWITH THE WALKING SURFACE.

4. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH AND DEPTH OF THE RAMP, INCLUDING SIDEFLARES.

5. DETECTABLE WARNINGS MAY BE WORKED INTO THE CONCRETE (TRUNCATED) OR BE A FABRICATED SHEETTHAT IS ATTACHED TO THE SURFACE. ALL FABRICATED PIECES SHALL BE APPROVED BY THE ENGINEERPRIOR TO FABRICATION.

1:10

MAX.1:10

EXPANSION JOINT(TYP.)

CONTRACTIONJOINT (TYP)

TRUNCATED DOME DETECTABLEWARNING SURFACE

4' - 6

'RADIU

S

(FACE O

F CURB

)

MAX

.

MAX.

1:12

2' (5' T

YP.)

CURB

GUTTER

4' X 4' LANDING@ 2% BOTHDIRECTIONS

ON A CURVE

NOT TO SCALE

BOLLARD DETAIL10

CONCRETE DRIVEWAYREINFORCED, 6" THICKCLASS B CONCRETE

CONSTRUCT DEPRESSED CURB(SEE SEPARATE DETAIL).

EXISTINGPAVEMENT

FULL DEPTH SAW CUT

PROPOSEDRESURFACING

EXISTING DRIVEWAY TO BE REMOVED

1. RAMPS AND SIDE RAMPS SHALL HAVE A HAND BROOMED FINAL FINISH.

2. SEE PLANS FOR EXACT LOCATION OF APRONS.

3. A BUTT JOINT BE PROVIDE WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. ALL JOINTS SHALL BE NEATLY SAWCUT. THE COST FOR THIS WORK SHALL BE INCLUDED IN THE VARIOUS ITEMS IN THE PROPOSAL.

1 1/2"

DENSE GRADE AGGRETATE, NOT TO BEMEASUSRED FOR PAYMENT BUT THE COSTTHEREOF SHALL BE INCLUDED IN THE BIDPRICE FOR CONCRETE APRON., 6" THICK.

6" WELDED WIRE MESH REINF.110 GUAGE 2" FROM BOTTOM

MEET EXIST. DRIVEWAY

18" TYP






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NOT TO SCALE

OUTLET PIPE CHECKVALVE6



18

"

18"

10"

10"

NOT TO SCALE

CLEANOUT DETAIL2

NOT TO SCALE

SANITARY/STORM CONNECTION1

NOTE ** IF CONTRACTOR ENCOUNTERS ANY UTILITY PIPE CROSSING THE PROPOSED LATERALCONNECTION HE MUST VERIFY THE UTILITY PIPE AND SEWER MAIN ELEVATIONS AND SETTHE SLOPE OF NEW LATERAL TO PROVIDE 18" MINIMUM CLEARANCE BETWEEN THEUTILITY PIPE AND SEWER LATERAL PIPE.

WHERE APPROPRIATE SEPARATION IS NOT POSSIBLE, FOLLOW "CONCRETE ENCASEMENTFOR WATER MAIN SEPARATION" DETAIL.

4' +/-

18" MIN (SEE NOTE **)

12' +/-

21' +/-

APPROX. LOCATIONOF WATER LINE

APPROX. LOCATIONOF GAS LINE

NOTES:

1. WHERE APPROPRIATE SEPARATION FROM THE WATER MAIN IS NOT POSSIBLE, THE SEWER SHALL BE ENCASEDIN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP ON JOINTS FOR ADISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWERPIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE.

5'5'

6"

MIN

.

PROPOSED SANITARY SEWER LATERAL

EXISTING WATER MAIN

CONCRETE ENCASEMENT(3000 PSI CONCRETE)

NOT TO SCALE

CONCRETE ENCASEMENT FOR WATER MAIN SEPARATION4

SCALE: 1" = 10'

REINFORCED CONCRETE DETENTION TANK5

30

" MIN

.

CAST IRON FRAMEAND COVER FOR

HS20 LOADING

36"

TRAP

10

"

INVERT ELEV.

FINISHED FLOOR

NOT TO SCALE

HOUSE TRAP DETAIL3

NOTES:

1. SEE STRUCTURAL PLANS FOR DETAILS OF CONSTRUCTION OFCONCRETE STORMWATER DETENTION TANK AND GARAGE FLOORSTRUCTURE.



GENERAL NOTES

1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED IN ACCORDANCE WITH THE “NEW JERSEY STANDARDS FOR SOILEROSION AND SEDIMENT CONTROL” 7TH EDITION LAST REVISED DECEMBER 2017. THESE MEASURES WILL BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE ORIN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED.

2. ALL SOIL TO BE EXPOSED OR STOCKPILED FOR A PERIOD OF GREATER THAN 14 DAYS, AND NOT UNDER ACTIVE CONSTRUCTION, WILL BE TEMPORARILY SEEDED AND HAYMULCHED OR OTHERWISE PROVIDED WITH VEGETATIVE COVER. THIS TEMPORARY COVER SHALL BE MAINTAINED UNTIL SUCH TIME WHEREBY PERMANENTRESTABILIZATION IS ESTABLISHED.

3. SEEDING DATES: THE FOLLOWING SEEDING DATES ARE RECOMMENDED TO BEST ESTABLISH PERMANENT VEGETATIVE COVER WITHIN MOST LOCATIONS IN THE HEPSCD:SPRING - 3/1-5/15 AND FALL - 8/15 - 10/1

4. SEDIMENT FENCES ARE TO BE PROPERLY TRENCHED AND MAINTAINED UNTIL PERMANENT VEGETATIVE COVER IS ESTABLISHED

5. ALL STORM DRAINAGE INLETS SHALL BE PROTECTED BY ONE OF THE PRACTICES ACCEPTED IN THE STANDARDS, AND PROTECTION SHALL REMAIN UNTIL PERMANENTSTABILIZATION HAS BEEN ESTABLISHED. STORM DRAINAGE OUTLET POINTS SHALL BE PROTECTED AS REQUIRED BEFORE THEY BECOME FUNCTIONAL.

6. MULCH MATERIALS SHALL BE UN-ROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 70 TO 90 POUNDS PER 1,000 SQUARE FEET AND ANCHORED WITH A MULCHANCHORING TOOL, LIQUID MULCH BINDERS, OR NETTING TIE DOWN. OTHER SUITABLE MATERIALS MAY BE USED IF APPROVED BY THE SOIL CONSERVATION DISTRICT.

7. ALL EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED, MAINTAINED AND CORRECTED BY THE CONTRACTOR. ANY DAMAGE INCURRED BY EROSIONSHALL BE RECTIFIED IMMEDIATELY.

8. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT WILL BE NOTIFIED IN WRITING AT LEAST 48 HOURS PRIOR TO ANY SOIL DISTURBING ACTIVITIES. FAX - (862)333-4507 OR EMAIL - [email protected]

9. THE APPLICANT MUST OBTAIN A DISTRICT ISSUED REPORT-OF-COMPLIANCE PRIOR TO APPLYING FOR THE CERTIFICATE OF OCCUPANCY OR TEMPORARYCERTIFICATE OF OCCUPANCY FROM THE RESPECTIVE MUNICIPALITY, NJ - DCA OR ANY OTHER CONTROLLING AGENCY. CONTACT THE DISTRICT AT 862-333-4505 TOREQUEST A FINAL INSPECTION, GIVING ADVANCED NOTICE UPON COMPLETION OF THE RESTABILIZATION MEASURES. A PERFORMANCE DEPOSIT MAY BE POSTED WITHTHE DISTRICT WHEN WINTER WEATHER OR SNOW COVER PROHIBITS THE PROPER APPLICATION OF SEED, MULCH, FERTILIZER OR HYDRO-SEED.

10. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. DO NOT UTILIZE A FIRE OR GARDEN HOSE TO CLEAN ROADS UNLESS THE RUNOFF IS DIRECTED TO A PROPERLYDESIGNED AND FUNCTIONING SEDIMENT BASIN. WATER PUMPED OUT OF THE EXCAVATED AREAS CONTAINS SEDIMENTS THAT MUST BE REMOVED PRIOR TODISCHARGING TO RECEIVING BODIES OF WATER USING REMOVABLE PUMPING STATIONS, SUMP PITS, PORTABLE SEDIMENTATION TANKS AND/OR SILT CONTROL BAGS.

11. ALL SURFACES HAVING LAWN OR LANDSCAPING AS FINAL COVER ARE TO BE PROVIDED TOPSOIL PRIOR TO RE-SEEDING, SODDING OR PLANTING. A DEPTH OF 5.0 INCHES,FIRMED IN PLACE, IS REQUIRED, AS PER THE STANDARDS FOR TOPSOILING AND LAND GRADING, LAST REVISED DECEMBER 2017.

12. ALL PLAN REVISIONS MUST BE SUBMITTED TO THE DISTRICT FOR PROPER REVIEW AND APPROVAL.

13. A CRUSHED STONE WHEEL CLEANING TRACKING-PAD IS TO BE INSTALLED AT ALL SITE EXITS USING 2 ½ -1” CRUSHED ANGULAR STONE (ASTM 2 OR 3) TO A MINIMUMLENGTH OF 50 FEET AND MINIMUM DEPTH OF 6”. ALL DRIVEWAYS MUST BE PROVIDED WITH CRUSHED STONE UNTIL PAVING IS COMPLETE.

14. STEEP SLOPES INCURRING DISTURBANCE MAY REQUIRE ADDITIONAL STABILIZATION MEASURES. THESE “SPECIAL” MEASURES SHALL BE DESIGNED BY THE APPLICANT'SENGINEER AND BE APPROVED BY THE SOIL CONSERVATION DISTRICT.

15. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED, IN WRITING, FOR THE SALE OF ANY PORTION OF THE PROJECT OR FOR THESALE OF INDIVIDUAL LOTS. NEW OWNERS' INFORMATION SHALL BE PROVIDED. ADDITIONAL MEASURES DEEMED NECESSARY BY DISTRICT OFFICIALS SHALL BEIMPLEMENTED AS CONDITIONS WARRANT.

HEPSCD251SESCNOTES_7THEDREV2017

SOIL EROSION & SEDIMENT CONTROL NOTES


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SESC-1

FASTENER AND FABRIC

SECURE TO POSTS WITHMETAL FASTENERS AND

SILT FENCE FABRIC

REINFORCEMENT BETWEEN

6"

2'-0" MIN.

2'-0" MIN.

6"

SILT ACCUMULATIONGRADE

FABRIC AND TAMP INBOTTOM FLAP OFDEEP TRENCH. BURYDIG 6" WIDE AND 6"

PLACE.

EXISTING GROUND

FABRIC ALONG TOP OF THE FENCEDRAWSTRING RUNNING THROUGH

FENCE POSTS MAX. 8'-0" O.C.

2'-0" MIN.

6" MIN.

FILTER FABRIC.

FENCE POST

MATERIALS:

OR APPROVED EQUAL (SUN RESISTANT). LAUREL EROSION CONTROL CLOTH, BIDIMSILT FENCE CLOTH: FILTER X, POLY-FILTER X, MIRIFI 100X,

SILT FENCE FABRIC

EMBEDMENT OF SILT

PER LINEAR FOOT). (WEIGHING NOT LESS THAN 1.33 POUNDSFENCE POST: 2" HARDWOOD OR "T" OF "D" TYPE STEEL

NOT TO SCALE

INSTALLATION DETAIL

ELEVATION

CURBOPENING

BAG DETAILINSTALLATION DETAIL

FOAM

DUMPSTRAP

DUMP STRAP

1" REBAR FOR BAGREMOVAL FROM INLET

SILT SACK

OPTIONAL OILABSORBENTPILLOW

DUMP STRAPS(2 EACH)

EXPANSIONRESTRAINT (1/4")NYLON ROPE, 2"FLAT WASHERS)

FOAM

NOT TO SCALE

STABILIZEDCONSTRUCTIONENTRANCE

SILT FENCE (TYP)

LIMIT OFDISTURBANCE (TYP)

AREA OF DISTURBANCE = 11,200 SF

1. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED INWRITING AT LEASE 72 HOURS PRIOR TO ANY SOIL DISTURBING ACTIVITIES.

2. INSTALL SILT FENCING, STABILIZED CONSTRUCTION ENTRANCE AND INLET PROTECTIONWHERE REQUIRED. - 1 WEEK

3. DEMOLISH BUILDINGS AND FOUNDATIONS, REMOVE ASPHALT AND CONCRETE WITHIN NEWBUILDING AREA, TEMPORARILY STABILIZE AS REQUIRED. - 2 WEEKS

4. EXCAVATE AND CONSTRUCT BUILDING FOUNDATIONS AND UTILITIES. - 10 WEEKS

5. BACKFILL FOUNDATION EXCAVATIONS. - 1 WEEK

6. CONSTRUCT BUILDING. - 30 WEEKS

7. CONSTRUCT SIDEWALK AND LANDSCAPING. - 2 WEEKS

8. REMOVE SOIL EROSION AND SEDIMENT CONTROL MEASURES.

PLASTIC COVER

STOCKPILE MATERIAL

MAINTAIN 1' SEPARATIONBETWEEN BALE/SILT FENCE AND SOIL

STOCKPILE SHALL BE COVEREDENTIRELY BY AN ANCHOREDPLASTIC COVER

NOTE:STRAW BALES OR PROPERLYSTAKED SILT FENCE

NOT TO SCALE

TEMPORARYSTOCKPILE AREA



DUST CONTROL NOTES

WATER DILUTION

7:1

POLYACRYLAMIDE (PAM) - SPRAY ON

ACIDULATED SOY BEAN SOAP STICK NONE

MATERIAL

TABLE 16-1 : DUST CONTROL MATERIALS

RESIN IN WATER 4:1

12.5:1LATEX EMULSION

ANIONIC ASPHALT EMULSION

POLYACRYLAMIDE (PAM) - DRY SPRAY

TYPE OF NOZZLE

COARSE SPRAY

MAY ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO FLOCCULATE AND

COARSE SPRAY

FINE SPRAY

FINE SPRAY

APPLY (GAL/ACRE)

1,200

1,200

300

235

PRECIPITATE SUSPENDED COLLOIDS. SEE SEDIMENT BASIN STANDARDS(PG. 26-1) APPLY ACCORDING TO MANUFACTURE'S INSTRUCTIONS

PLAN A A

SECTION A-A

CURB

MISC. LAGGING ASBUFFER TOPROTECT CURB

PLASTIC COVER

NOT TO SCALE

STABILIZED CONSTRUCTION ENTRANCE DETAIL3

CONSTRUCTIONSITE

PUBLIC R.O.W.

LENGTH

WID

TH

PROFILE

LENGTH

CONSTRUCTIONSITE

PUBLIC R.O.W.

LONGITUDINAL SLOPE

MIN. 6" STONE (ASTMC-33 NO. 2 OR NO. 3)

MIN. 6" STONE (ASTMC-33 NO. 2 OR NO. 3)

LONGITUDINAL SLOPE

LENGTH

0-2%

2-5%

>5%

COARSE SOIL FINE SOIL

50' 100'

100' 200'

USE FABC BASE COURSE

PROVIDE FILTERFABRIC AT POORLYDRAINED LOCATIONS

1. THIS PROJECT IS EXEMPT FROM THE SOIL COMPACTION MITIGATION REQUIREMENT OF THELAND GRADING STANDARD FOR THE FOLLOWING REASONS:

A. ALL SOIL TO BE DISTURBED WILL LIE UNDER THE PROPOSED BUILDINGB. THE PROJECT IS LOCATED IN AN URBAN REDEVELOPMENT AREA (MPA1)

EXISTING WALL ALONG PROPERTY LINE AND WITHINSIDEWALK AREA TO BE REMOVED IN COORDINATION WITHADJACENT PROPERTY OWNER. ADJACENT PROPERTY TO BEPROTECTED DURING FOUNDATION CONSTRUCTION ANDADJACENT PROPERTY RESTORED AS REQUIRED.

new 42-unit residential building

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