REF. N.J.S.P.C.S. (NAD 83)

X

X X

XX

X

103218.24CL-Road

103318.04CL-Road

(50'

R.O

.W.)

TWEL

FTH

STR

EET

(65' R.O.W.)BLOOMFIELD STREET

LOT 9(T.M.)

LANDS N/F OFHAMILL, LINDA G.

[D.B. 3986, PG. 348]

LOT 11(T.M.)

LANDS N/F OF1135 BLOOMFIELD, LLC

[D.B. 8826, PG. 749]

LOT 12(T.M.)

LANDS N/F OFD'ALBERTI, CLAUDE[D.B. 3456, PG. 1012]

LOT 13(T.M.)

LANDS N/F OF1124 WASHINGTON, LLC

[D.B. 5488, PG. 243]

(SURVEY)P.O.B.

BENCHMARK #803SET P.K. NAILELEV. = 18.06

BENCHMARK #804SET P.K. NAILELEV. = 17.95

No. 1133BUILDING

STONE & BRICK2-1/2 STORY

No. 1131BUILDING

STONE & BRICK2-1/2 STORY

No. 1135BUILDINGMASONRY

4-1/2 STORY

18" TREE

GRT.=16.57DRAIN

CONCRETE SIDEWALK

BLUESTONECURB

W

GG

LIDREFUSE

PLATFORMMASONRY

PLATFORMMASONRY

WITH IRONSTONE WALL

RAILING

BUIL

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BUILDING3 STORY BRICK

METALDECK

ELEVATED

0.41' SEBLDG.

0.16' SEBLDG.

0.41' SEBLDG.

ON-LINEBLDG.

ON-LINEBLDG.

0.05' SEBLDG.

C C/L FENCEL0.07' NE0.14' NW

C C/L FENCEL0.11' NE

0.10' SWPORCH

0.74' SWDECK

C C/L FENCEL0.26' SW

C C/L FENCEL0.13' SW0.20' NW

SUBJECT TO ANUTILITY EASEMENTFOR OVERHEAD WIRES

BASEMENT F.F. ELEV. = 9.80GROUND FLOOR F.F. ELEV. = 17.03

1ST FLOOR F.F. ELEV. = 25.97ROOF ELEV. = 50.29

BUILDING HEIGHT = 32.47'

BELOW18.09

18.18 16.74

18.1218.11 18.18

TC 17.71BC 17.58 BC 17.67

TC 17.82BC 17.76TC 17.86

18.5325.27 16.71

19.7119.68

TW 19.76BW 19.07

TW 19.83BW 19.04

19.04

16.90

BW 19.02TW 19.77

19.7419.71

TW 19.79BW 19.06

19.70

19.67

19.7819.55 19.65

ELEV. 19.78'@ PLANTER

F.F. ELEV. 17.03'@ FIRST FLOOR

ELEV. 16.70'@ GRAVEL TERR

ELEV. 18.08'@ LAWN

PROPOSED 13.5' X 10' X 2.5'

(337.5 CF) CONCRETE

DETENTION TANK @ 0.00%SLOPE

PROPOSED CONCRETE TANKACCESS RISERRIM: 18.08

INVERT: 12.00

MH

CONTRACTOR TO

COORDINATE CONNECTIONTO STORMLINE IN BASEMENT

EXISTING CONNECTION TOREMAIN WITH BACKFLOW

PREVENTOR. SIZE, SLOPEAND INVERTS TO BE FIELDVERIFIED

NO. OS-1

RIM: 19.05

WEIR: 13.67

8" INVERT (IN): 12.00

8" INVERT (OUT): 12.00

2.5" ORIFICE: 12.00

PROPOSED OUTLETSTRUCTURE

PROPOSED 8" STORM PIPE

PROPOSED 8" DIP STORMPIPE

PROPOSED 9' X 18'BUILDING EXPANSION

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JAKE MODESTOW, P.E.MICHIGAN LICENSE No.6201065336LICENSED PROFESSIONAL ENGINEER

C-1

DRAINAGE &UTILITY PLAN

1" = 10'

GENERAL NOTES

1. THE CONTRACTOR SHALL VERIFY AND FAMILIARIZE THEMSELVES

WITH THE EXISTING SITE CONDITIONS AND THE PROPOSED SCOPEOF WORK (INCLUDING DIMENSIONS, LAYOUT, ETC.) PRIOR TO

INITIATING THE IMPROVEMENTS IDENTIFIED WITHIN THESEDOCUMENTS. SHOULD ANY DISCREPANCY BE FOUND BETWEEN THEEXISTING SITE CONDITIONS AND THE PROPOSED WORK THE

CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING & DESIGN,LLC. PRIOR TO THE START OF CONSTRUCTION.

2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS ANDENSURE THAT ALL REQUIRED APPROVALS HAVE BEEN OBTAINEDPRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL REQUIRED

PERMITS AND APPROVALS SHALL BE KEPT ON SITE AT ALL TIMESDURING CONSTRUCTION.

3. ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED BYLAW, INDEMNIFY AND HOLD HARMLESS STONEFIELD ENGINEERING &DESIGN, LLC. AND IT'S SUB-CONSULTANTS FROM AND AGAINST ANY

DAMAGES AND LIABILITIES INCLUDING ATTORNEY'S FEES ARISINGOUT OF CLAIMS BY EMPLOYEES OF THE CONTRACTOR IN ADDITION

TO CLAIMS CONNECTED TO THE PROJECT AS A RESULT OF NOTCARRYING THE PROPER INSURANCE FOR WORKERS COMPENSATION,LIABILITY INSURANCE, AND LIMITS OF COMMERCIAL GENERAL

LIABILITY INSURANCE.4. THE CONTRACTOR SHALL NOT DEVIATE FROM THE PROPOSED

IMPROVEMENTS IDENTIFIED WITHIN THIS PLAN SET UNLESS APPROVALIS PROVIDED IN WRITING BY STONEFIELD ENGINEERING & DESIGN,LLC.

5. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS ANDMETHODS OF CONSTRUCTION.

6. THE CONTRACTOR SHALL NOT PERFORM ANY WORK OR CAUSEDISTURBANCE ON A PRIVATE PROPERTY NOT CONTROLLED BY THEPERSON OR ENTITY WHO HAS AUTHORIZED THE WORK WITHOUT

PRIOR WRITTEN CONSENT FROM THE OWNER OF THE PRIVATEPROPERTY.

7. THE CONTRACTOR IS RESPONSIBLE TO RESTORE ANY DAMAGED ORUNDERMINED STRUCTURE OR SITE FEATURE THAT IS IDENTIFIED TOREMAIN ON THE PLAN SET. ALL REPAIRS SHALL USE NEW MATERIALS

TO RESTORE THE FEATURE TO ITS EXISTING CONDITION AT THECONTRACTORS EXPENSE.

8. CONTRACTOR IS RESPONSIBLE TO PROVIDE THE APPROPRIATE SHOPDRAWINGS, PRODUCT DATA, AND OTHER REQUIRED SUBMITTALSFOR REVIEW. STONEFIELD ENGINEERING & DESIGN, LLC. WILL REVIEW

THE SUBMITTALS IN ACCORDANCE WITH THE DESIGN INTENT ASREFLECTED WITHIN THE PLAN SET.

9. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL INACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES, LATEST EDITION.

10. THE CONTRACTOR IS REQUIRED TO PERFORM ALL WORK IN THEPUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE APPROPRIATE

GOVERNING AUTHORITY AND SHALL BE RESPONSIBLE FOR THEPROCUREMENT OF STREET OPENING PERMITS.

11. THE CONTRACTOR IS REQUIRED TO RETAIN AN OSHA CERTIFIED

SAFETY INSPECTOR TO BE PRESENT ON SITE AT ALL TIMES DURINGCONSTRUCTION & DEMOLITION ACTIVITIES.

12. SHOULD AN EMPLOYEE OF STONEFIELD ENGINEERING & DESIGN, LLC.BE PRESENT ON SITE AT ANY TIME DURING CONSTRUCTION, IT DOESNOT RELIEVE THE CONTRACTOR OF ANY OF THE RESPONSIBILITIES

AND REQUIREMENTS LISTED IN THE NOTES WITHIN THIS PLAN SET.

PROPOSED BUILDING

PROPERTY LINE

EXCAVATION, SOIL PREPARATION, AND DEWATERING NOTES

1. THE CONTRACTOR IS REQUIRED TO REVIEW THE REFERENCED

GEOTECHNICAL DOCUMENTS PRIOR TO CONSTRUCTION, THESEDOCUMENTS SHALL BE CONSIDERED A PART OF THE PLAN SET.

2. THE CONTRACTOR IS REQUIRED TO PREPARE SUBGRADE SOILSBENEATH ALL PROPOSED IMPROVEMENTS AND BACKFILL ALLEXCAVATIONS IN ACCORDANCE WITH RECOMMENDATIONS BY THE

GEOTECHNICAL ENGINEER OF RECORD.3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SHORING FOR

ALL EXCAVATIONS AS REQUIRED. CONTRACTOR SHALL HAVE THESHORING DESIGN PREPARED BY A QUALIFIED PROFESSIONAL.SHORING DESIGNS SHALL BE SUBMITTED TO STONEFIELD

ENGINEERING & DESIGN, LLC. AND THE OWNER PRIOR TO THE STARTOF CONSTRUCTION.

4. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL OPENEXCAVATIONS ARE PERFORMED AND PROTECTED IN ACCORDANCEWITH THE LATEST OSHA REGULATIONS.

5. THE CONTRACTOR IS RESPONSIBLE FOR ANY DEWATERING DESIGNAND OPERATIONS, AS REQUIRED, TO CONSTRUCT THE PROPOSED

IMPROVEMENTS. THE CONTRACTOR SHALL OBTAIN ANY REQUIREDPERMITS FOR DEWATERING OPERATIONS AND GROUNDWATERDISPOSAL.

6. ILTRATION BASIN EXCAVATION AND/OR SOIL INFILTRATIONTESTING.

STORMWATER UNDERGROUND BMP CONSTRUCTION NOTES

1. THE CONTRACTOR SHALL INSTALL AND BACKFILL THEUNDERGROUND BMP IN ACCORDANCE WITH THE MANUFACTURER'S

SPECIFICATIONS.2. UNDERGROUND BASINS SHALL UTILIZE A STONE BACKFILL WITH A

MINIMUM VOID RATIO OF 40%.3. NO CONSTRUCTION LOADING OVER UNDERGROUND BASINS IS

PERMITTED UNTIL BACKFILL IS COMPLETE PER THE MANUFACTURER'S

SPECIFICATIONS. NO VEHICLES SHALL BE STAGED OR OPERATE FROMA FIXED POSITION OVER THE BASIN.

PROPOSED STORMWATER STRUCTURES

PROPOSED STORMWATER PIPING

MH

PROPOSED SANITARY LATERAL

PROPOSED DOMESTIC WATER SERVICE

PROPOSED GAS SERVICE

SAN

W

G

DRAINAGE AND UTILITY NOTES

1. THE CONTRACTOR IS REQUIRED TO CALL THE APPROPRIATE

AUTHORITY FOR NOTICE OF CONSTRUCTION/EXCAVATION ANDUTILITY MARK OUT PRIOR TO THE START OF CONSTRUCTION INACCORDANCE WITH STATE LAW. CONTRACTOR IS REQUIRED TO

CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIESIN THE FIELD. SHOULD A DISCREPANCY EXIST BETWEEN THE FIELD

LOCATION OF A UTILITY AND THE LOCATION SHOWN ON THE PLANSET OR SURVEY, THE CONTRACTOR SHALL NOTIFY STONEFIELDENGINEERING & DESIGN, LLC. IMMEDIATELY IN WRITING.

2. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN INOPERATION ALL UTILITIES NOT DESIGNATED TO BE REMOVED.

3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TOANY EXISTING UTILITY IDENTIFIED TO REMAIN WITHIN THE LIMITS OFTHE PROPOSED WORK DURING CONSTRUCTION.

4. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET IS REQUIREDBETWEEN ANY SANITARY SEWER SERVICE AND ANY WATER LINES. IF

THIS SEPARATION CANNOT BE PROVIDED, A CONCRETEENCASEMENT SHALL BE UTILIZED FOR THE SANITARY SEWER SERVICEAS APPROVED BY STONEFIELD ENGINEERING & DESIGN, LLC.

5. ALL WATER LINES SHALL BE VERTICALLY SEPARATED ABOVE SANITARYSEWER LINES BY A MINIMUM DISTANCE OF 18 INCHES. IF THIS

SEPARATION CANNOT BE PROVIDED, A CONCRETE ENCASEMENTSHALL BE UTILIZED FOR THE SANITARY SEWER SERVICE AS APPROVEDBY STONEFIELD ENGINEERING & DESIGN, LLC.

6. THE CONTRACTOR TO PERFORM A TEST PIT PRIOR TOCONSTRUCTION (RECOMMEND 30 DAYS PRIOR) AT LOCATIONS OF

EXISTING UTILITY CROSSINGS FOR WATER AND SANITARY SEWERCONNECTION IMPROVEMENTS. SHOULD A CONFLICT EXIST, THECONTRACTOR SHALL IMMEDIATELY NOTIFY STONEFIELD

ENGINEERING & DESIGN, LLC. IN WRITING.7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING GAS,

ELECTRIC AND TELECOMMUNICATION CONNECTIONS WITH THEAPPROPRIATE GOVERNING AUTHORITY.

8. CONTRACTOR SHALL START CONSTRUCTION OF ANY GRAVITY

SEWER AT THE LOWEST INVERT AND WORK UP-GRADIENT.9. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN A RECORD SET OF

PLANS REFLECTING THE LOCATION OF EXISTING UTILITIES THATHAVE BEEN CAPPED, ABANDONED, OR RELOCATED BASED ON THEDEMOLITION/REMOVAL ACTIVITIES REQUIRED IN THIS PLAN SET. THIS

DOCUMENT SHALL BE PROVIDED TO THE OWNER FOLLOWINGCOMPLETION OF WORK.

10. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN A RECORD OF THEAS-BUILT LOCATIONS OF ALL PROPOSED UNDERGROUNDINFRASTRUCTURE. THE CONTRACTOR SHALL NOTE ANY

DISCREPANCIES BETWEEN THE AS-BUILT LOCATIONS AND THELOCATIONS DEPICTED WITHIN THE PLAN SET. THIS RECORD SHALL BE

PROVIDED TO THE OWNER FOLLOWING COMPLETION OF WORK.

PLAN REFERENCE MATERIALS:

1. THIS PLAN SET REFERENCES THE FOLLOWINGDOCUMENTS INCLUDING, BUT NOT LIMITED TO:

· ARCHITECTURAL PLANS PREPARED BYMVMK ARCHITECTURE

· SURVEY PREPARED BY AREASURVEYINGLLC, DATED 05/01/2019.

· HOBOKEN SEWER MAPS FROM NHSASERVICE AREA SHEET 1, DATED 06/2015.

2. ALL REFERENCE MATERIAL LISTED ABOVE SHALL BECONSIDERED A PART OF THIS PLAN SET AND ALLINFORMATION CONTAINED WITHIN THESEMATERIALS SHALL BE UTILIZED IN CONJUNCTIONWITH THIS PLAN SET. THE CONTRACTOR ISRESPONSIBLE TO OBTAIN A COPY OF EACHREFERENCE AND REVIEW IT THOROUGHLY PRIORTO THE START OF CONSTRUCTION.

ELEVATIONS ARE BASED UPON NAVD88 DATUM

CONSTRUCTION NOTES:

1. ALL ROOF LEADERS TO BE CONVEYED TO UNDERGROUND

DETENTION BASIN B-1

2. ALL INVERTS, RIM ELEVATIONS AND GRATE ELEVATIONS

SHOULD BE FIELD VERIFIED BEFORE CONSTRUCTION

PROPOSED FIRE SERVICEF

NHSA NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILIZATION OF

THE EXISTING SEWER MAIN, STRUCTURES AND APPURTENANCESDURING CONNECTION.

2. NORTH HUDSON SEWERAGE AUTHORITY SHALL BE NOTIFIED AT

LEAST 72 HOURS PRIOR TO CONNECTION TO THE SEWER MAIN.

3. NORTH HUDSON SEWERAGE AUTHORITY SHALL BE NOTIFIED AT

LEAST 72 HOURS PRIOR TO INSTALLATION OF THESTORMWATER DETENTION SYSTEM.

4. THE INSTALLED HOUSE CONNECTION SHALL BE AT LEAST 18

INCHES BELOW THE BOTTOM OF THE WATER MAIN. WHEREAPPROPRIATE VERTICAL OR HORIZONTAL SEPARATION FROM A

WATER MAIN IS NOT POSSIBLE, THE SEWER SHALL BE ENCASED IN

CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USINGMECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST

10 FEET ON EITHER SIDE OF THE CROSSING.

PROPOSED ELECTRIC SERVICEE

PROPOSED VALVE

PROPOSED CLEANOUT

SYMBOL DESCRIPTION

GRAPHIC SCALE IN FEET

0' 20'10'10'

1" = 10'

APPLICANT/OWNER

LORENZO SERINO & JENNIFER GRAU

1133 BLOOMFIELD STREET

CITY OF HOBOKEN, NJ 07030

LOCATION MAPSCALE: 1" = 2,000'±

SOURCE: USGS WEEHAWKEN QUADRANGLE, NJ - NY, 7.5 MIN SERIES DATED 2019

SITE

3

NOTES:

1. ALL PIPE SYSTEM INSTALLATIONS SHALL MEET ALLAPPLICABLE STANDARDS AND SPECIFICATIONS.

2. ALL HDPE PIPE SYSTEMS SHALL BE INSTALLED IN

ACCORDANCE WITH ASTM D2321, "STANDARDPRACTICE FOR UNDERGROUND INSTALLATION OF

THERMOPLASTIC PIPE FOR SEWERS AND OTHERGRAVITY FLOW APPLICATIONS" (LATEST EDITION).

3. ALL RCP PIPE SYSTEMS SHALL BE INSTALLED INACCORDANCE WITH ASTM C76-15, "STANDARDSPECIFICATION FOR REINFORCED CONCRETE

CULVERT, STORM DRAIN, AND SEWER PIPE" (LATESTEDITION).

4. FOR NON HDPE OR RCP PIPE INSTALLATIONS,CONTRACTOR SHALL INSTALL PIPE INACCORDANCE WITH ALL APPLICABLE STANDARDS

AND SPECIFICATIONS.5. WHERE THE TRENCH BOTTOM IS UNSTABLE,

CONTRACTOR SHALL PROVIDE SUITABLE BACKFILLMATERIAL AS REQUIRED BY ENGINEER OR PER

GEOTECH RECOMMENDATIONS.6. MINIMUM COVER IN TRAFFIC AREAS IS 12" UP TO 48"

DIAMETER PIPE AND 24" FOR 54" - 60" DIAMETER PIPE

TO BOTTOM OF FLEXIBLE PAVEMENT OR TOP OFRIGID PAVEMENT.

7. CONTRACTOR SHALL INSTALL SUITABLE MATERIALFOR INITIAL AND FINAL BACKFILL. BACKFILLCOMPACTION SHOULD MEET ALL APPLICABLE

STANDARDS AND SPECIFICATIONS.

2' PLUS PIPE DIAMETER

PROPOSED / EXISTINGPAVEMENT

PROPOSED FULLDEPTH ASPHALT

TOP SOIL

EXISTING

GRADE

6"

6"

12" MIN.12" MIN.

APPROVED COMPACTEDSUBGRADE (SUITABLE

FOUNDATION)

BEDDING(APPROVED CLEAN

CRUSHED STONE)

INITIAL BACKFILL

MATERIAL

FINAL BACKFILLMATERIAL

PROP. STORMPIPE

STORM TRENCH DETAILNOT TO SCALE

4

1

PROPOSED UTILITY LINE

3' PLUS UTILITY DIAMETER

SEE NOTE

UTILITY TRENCH DETAILNOT TO SCALE

PROPOSED/EXISTINGPAVEMENT

PROPOSED FULL DEPTHASPHALT

NOTE:

MINIMUM PIPE COVER SHALL BE AS FOLLOW:

· ELECTRIC SERVICE - PER APPLICABLE UTILITY AUTHORITY· GAS SERVICE - PER APPLICABLE UTILITY AUTHORITY

· SEWER SERVICE - 36" MINIMUM· WATER SERVICE - 48" MINIMUM

TOP SOIL

EXISTING GRADE

BACKFILL WITH SUITABLE EXCAVATED

MATERIAL. MATERIAL TO BE COMPACTEDTHOROUGHLY. COMPACTION AND

MATERIAL SHALL MEET ALL APPLICABLEREGULATIONS.

DETAIL OF STANDARD MANHOLE FRAME AND COVER

NOTES:RECESSED BOLTS

24"

32"

39"

25 3/4"

8"

1 3/8"

1. MANHOLE COVERS SHALL BE ASTANDARD CAMPBELL FOUNDRY 1203B

COVER, OR EQUAL. WHEN NECESSARY,

COVER SHALL BE WATER TIGHT.

MODEL 1203B WATERTIGHT

MANHOLE FRAMES AND COVERSSHALL COMPLY WITH THE

FOLLOWING SPECIFICATIONS:

· MATERIAL - GRAY CAST IRONASTM A48-83, CLASS 35.

· AASHTO HS20-44 HIGHWAYLOADING.

· BEARING SURFACE AT SEATOF FRAME AND COVER SHALL

BE MACHINED FORUNIFORMITY.

2.

NON PENETRATING

PICK HOLES

4 - HOLES IN FRAME FOR 34" BOLTS FORBOLTING TO TOP OF MANHOLE (OMITBOLTING WHERE FRAME AND COVER ARE

LOCATED IN PAVEMENT)

NOT TO SCALE

NHSA

2

NOT TO SCALE

CONCRETE DETENTION TANK DETAIL

TOP OF TANK GRADE: 14.50

ACCESS RISER MANHOLE GRADE

10'

2.5'

FINISHED GRADE

BOTTOM OF TANK

12.00

ACCESS

8" WALLS

8" BASE

13'

PLAN

SIDE ELEVATION

ACCESS

12" HDPE TO OUTLET STRUCTUREINVERT: 12.00

12" HDPE TO OUTLET STRUCTUREINVERT: 12.00

TANK INVERT: 12.00 @ 0.00% SLOPE

13.5'

NOT TO SCALE

SECTION VIEW

12" BASIN AT 0.00%INVERT: 12.00

12" HDPE AT 1.00%INVERT: 12.00

2.5" ORIFICEEL. 12.00

WEIREL. 13.67

TRASH RACK

12" THICK MINIMUM, 3/4"

CLEANED CRUSHED STONE

APPROVED

COMPACTEDSUBGRADE

MANHOLE COVER

48" Ø

8" REINFORCED CONCRETE LID

UNDERGROUND OUTLET STRUCTURE (OS-1) DETAIL

TOP VIEW

12" HDPE AT 1.00%

INVERT: 12.0012" BASIN AT 0.00%

INVERT: 12.00

WEIR

2.5" ORIFICE

WEIR CROSS SECTION

WEIR

EL. 12.00

EL. 13.67

2.5" ORIFICE

12"MIN

12" MIN

12" MIN.O.D.

12" MIN

TRENCH WIDTH

PAY LIMIT

NOT TO SCALE

NHSA TYPICAL TRENCH AND PAVEMENTRESTORATION DETAIL

VARIES

DEPTH VARIES

PAVEMENT BOX IN

ACCORDANCE WITHMUNICIPAL REGULATION

12" MIN

5

4'-0"

NOTES:

1. SNOW FENCING IS TO BE 4'-0" HIGH AND SELF SUPPORTED.

2. DO NOT STOCKPILE MATERIALS OR STORE EQUIPMENT WITHIN THE TREE PROTECTION FENCING.3. SNOW FENCE TO BE INSTALLED AT DRIP LINE OF EXISTING TREE OR TREE CLUSTER TO BE

PROTECTED OR NO CLOSER THAN 6' FROM TREE TRUNK IF NECESSARY.4. IF THE PROJECT AREA ENCOMPASSES A PORTION OF THE DRIP LINE OF THE TREE, NO MORE THAN

ONE THIRD OF THE OF THE TOTAL AREA OF WITHIN THE DRIP LINE SHOULD BE DISTURBED BY

CONSTRUCTION OR REGRADING AND A 3" THICK LAYER OF MULCH SHALL BE INSTALLED OVER THEAREA OF THE DRIP LINE WHICH IS NOT PROTECTED BY FENCING TO PROVIDE A CUSHION.

TREE PROTECTION DETAILNOT TO SCALE 6

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201.3

40.4

472

JAKE MODESTOW, P.E.MICHIGAN LICENSE No.6201065336LICENSED PROFESSIONAL ENGINEER

CONSTRUCTIONDETAILS

C-2

AS SHOWN