campus gateway and stormwater rowan university … d… · source: usgs quadrangle map - pitman...

ROWAN UNIVERSITYCAMPUS GATEWAY AND STORMWATER MANAGEMENT

BLOCK 388 LOT 2BOROUGH OF GLASSBORO

GLOUCESTER COUNTY, NEW JERSEY

PROJECT LOCATION

SOURCE: USGS QUADRANGLE MAP - PITMAN EAST, NJ 2019

2000 0 2000 4000

1 INCH = 2000 FEETUTILITIES

WATERBOROUGH OF GLASSBORO WATER DEPARTMENT

SEWERBOROUGH OF GLASSBORO SEWER DEPARTMENT

GASSOUTH JERSEY GAS

ELECTRICATLANTIC CITY ELECTRIC

TELEPHONEVERIZON NEW JERSEY

DESIGN TEAM

LANDSCAPE ARCHITECTVIRIDIAN LANDSCAPE STUDIO3868 TERRACE STREETPHILADELPHIA, PA 19128

CIVIL ENGINEERMELIORA DESIGN259 MORGAN STREETPHOENIXVILLE, PA 19460

ELECTRICAL ENGINEERBRUCE E BROOKS & ASSOCIATES2209 CHESTNUT STREETPHILADELPHIA, PA 19103

TRANSPORTATION ENGINEERMCMAHON ASSOCIATES SPRINGDALE DRIVE, SUITE 200EXTON, PA 19341

NOTE

CONTRACTOR MUST ORDER A UTILITY MARK OUT USING THENEW JERSEY ONE CALL SYSTEM. SITE UTILITIES MUST BE FIELDLOCATED AND MARKED BEFORE THE START OF ANY SITE WORK,INCLUDING ALL PRIVATE UTILITIES.

MARC B. HENDERSON, P.E.

NEW JERSEY PROFESSIONAL ENGINEERLICENSE NO. 24GE05056000 DATE:

IBF 20-66

SHEET TITLE REVISIONC-000 COVER SHEET -C-100 EXISTING CONDITIONS PLAN -C-200 DEMOLITION PLAN -C-300 SOIL EROSION & SEDIMENT CONTROL PLAN -C-301 SOIL EROSION & SEDIMENT CONTROL NOTES -C-302 SOIL EROSION & SEDIMENT CONTROL DETAILS -C-400 GRADING PLAN -C-401 DRAINAGE AREA PLAN -C-600 STORMWATER MANAGEMENT PLAN -C-601 STORMWATER MANAGEMENT DETAILS -C-602 STORMWATER MANAGEMENT DETAILS -C-603 STORMWATER MANAGEMENT DETAILS -C-604 STORMWATER MANAGEMENT DETAILS -L-000 PROJECT SEQUENCE PLAN -L-100 SITE IMPROVEMENTS PLAN -L-101 SITE LAYOUT PLAN -L-102 SITE SIGNAGE PLAN -L-300 SITE DETAILS -L-301 SITE DETAILS -LP100 TREE AND SHRUB PLANTING PLAN -LP101 TREE AND SHRUB PLANTING PLAN -LP102 GRASSES AND PERENNIALS PLANTING PLAN -LP103 GRASSES AND PERENNIALS PLANTING PLAN -LP300 PLANTING DETAILS -LI100 IRRIGATION PLAN -LI300 IRRIGATION DETAILS -E-100 ELECTRICAL LIGHTING SITE PLAN -E-101 ELECTRICAL POWER PLAN -E-1200 ELECTRICAL FIXTURE SCHEDULE & DETAILS -E-300 ELECTRICAL PANEL SCHEDULES & DETAILS -

SHEET INDEX

File:

Approved:Checked:Drawn:

Date RevisionsNo.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020

CIVIL ENGINEERMeliora Design259 Morgan St.Phoenixville, PA 19460t 610.933.0123

Viridian Landscape Studio3868 Terrace StPhiladelphia, PA 19128t 215.482.7973

EEC MBH MBH

ELECTRICAL ENGINEERBruce E Brooks & Associates2209 Chestnut St.Philadelphia, PA 19103t 215.569.0400

TRANSPORTATION ENGINEERMcMahon Associates, Inc.835 Springdale Dr., Ste. 200Exton, PA 19341t 610.594.9995

CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT

at Rowan Universi ty

6/19/2020

COVER SHEET

C-000

INLET 27GRATE 130.71

STORM MANHOLE 03GRATE 129.84

TREN

CH

DR

AING

RATE 129.54

TREN

CH

DR

AING

RATE 129.55

CL EL=128.44

CL EL=128.45

SEEPAGE IN

LETSU

MP=125.71

SEEPAGE M

ANH

OLE

SUM

P=124.04

STEAM VAU

LTLID

EL=130.84U

NABLE TO

OPEN

SANITARY MANHOLE 23RIM 135.13INV IN (E) 131.33 (8" PVC)INV OUT (S) 131.23 (8" PVC) SANITARY MANHOLE 21

UN

KNO

WN

UN

DER

GR

OU

ND

UTILITY VAU

LT

CA

RP

EN

TE

R S

TR

EE

T

PUBLIC

RO

AD W

AY60' W

IDE

BENCHMARKNorthing=320133.36Easting=318356.96Elevation=130.63

BUILDING HEIGHT172.8'

ELECT

PEDESTAL

MO

NITO

RIN

GW

ELL

CALL

BOX

ELECT

PEDESTAL

NETTIN

GPO

ST(TYP.)

3 STOR

YBR

ICK

DO

RM

ITOR

Y RESID

ENC

E

FENC

EPO

STC

ALLBO

X


INV IN (N) 130.37 (15" RCP) INLET 17INV IN (SW) 130.67 (12" RCP) INLET 18

INV OUT (SE) 130.17 (18" RCP) INLET 15

INLET 17GRATE 134.91INV IN (NW) 130.81 (12" RCP) INLET 31INV OUT (S) 130.71 (15" RCP) INLET 16


INV OUT (NE) 131.62 (12" RCP) INLET 16



INV IN (SE) 127.99 (6" PVC)INV OUT (NW) 127.49 (15" PVC)


TREN

CH

DR

AING

RATE 129.54

TREN

CH

DR

AING

RATE 129.55



CL EL=128.44

CL EL=128.45

SEEPAGE IN

LETSU

MP=125.71

SEEPAGE M

ANH

OLE

SUM

P=124.04

POSSIBLE BU

RIED

SANITAR

Y SEWER

MAN

HO

LE

SANITARY MANHOLE 08RIM 130.60INV IN (S) 120.35 (24" PVC) SANITARY MANHOLE 15INV IN (E) 124.13 (8" PVC)INV OUT (NW) 120.30 (24" PVC) SANITARY MANHOLE 14

SANITARY MANHOLE 21RIM 135.11

INV IN (N) 128.11 (8" PVC) SANITARY MANHOLE 23INV IN (SE) 128.21 (8" PVC) SANITARY MANHOLE 05

INV OUT (W) 128.01 (8" PVC)

USAURBUSAURB

WooBWooB

MAT

CH L

INE

MAT

CH L

INE

1 INCH = 30 FEET

30 0 30 60


SEEPAGE M

ANH

OLE

SUM

P=125.14

B


ELECT

TRANS

INLET 25GRATE 128.41INV OUT (SW) 125.76 (12" PVC) INLET 23

INLET 26GRATE 129.06INV IN (E) 126.11 (15" RCP) INLET 34INV OUT (SW) 126.01 (15" RCP) INLET 24


SEEPAGE M

ANH

OLE

SUM

P=125.14


INV IN (SE) 120.32 (24" PVC) SANITARY MANHOLE 16INV OUT (N) 120.27 (24" PVC) SANITARY MANHOLE 08


INV IN (SW) 120.17 (24" PVC) SANITARY MANHOLE 18INV OUT (NW) 120.17 (24" PVC) SANITARY MANHOLE 15


INV IN (S) 120.44 (24" PVC) SANITARY MANHOLE 19INV OUT (NE) 120.39 (24" PVC) SANITARY MANHOLE 16 W

ooB

MAT

CH L

INE

MAT

CH L

INE

File:


Date RevisionsNo.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020



EEC MBH MBH



CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT


CONTOUR

UTILITY POLE

SPOT ELEVATION

PROPERTY LINE

SANITARY MANHOLE

50

ADJACENT PROPERTY LINE

RIGHT-OF-WAY LINE

EXISTING CONDITIONS LEGEND

SETBACK LINE

WATER LINE DOMESTIC

STORM SEWER

SANITARY SEWER

SIGN

CURB

SIDEWALK

46.34 x

BOLLARD

LIGHT

FENCE

WATER METER

ELECTRICAL METER

ELECTRICAL STUB OUT

STORM DRAIN MANHOLE

IRRIGATION HEAD

STORM DRAIN INLET

FIRE HYDRANT

WATER POST INDICATOR VALVE

SIAMESE CONNECTION

WATER VALVE

UNDERGROUND ELECTRICAL

UNDERGROUND COMMUNICATION

UNDERGROUND STEAM

UNIDENTIFIED UNDERGROUND UTILITY

EXISTING CONDITIONS PLAN

C-100



TREN

CH

DR

AING

RATE 129.54

TREN

CH

DR

AING

RATE 129.55

CL EL=128.44

CL EL=128.45

SEEPAGE IN

LETSU

MP=125.71

SEEPAGE M

ANH

OLE

SUM

P=124.04

INLET 34GRATE 129.45INV OUT (W) 126.65 (15" RCP) INLET 26

STEAM VAU

LTLID

EL=130.84U

NABLE TO

OPEN


UN

KNO

WN

UN

DER

GR

OU

ND

UTILITY VAU

LT

CA

RP

EN

TE

R S

TR

EE

T

PUBLIC

RO

AD W

AY60' W

IDE



ELECT

PEDESTAL

MO

NITO

RIN

GW

ELL

CALL

BOX

ELECT

PEDESTAL

NETTIN

GPO

ST(TYP.)

3 STOR

YBR

ICK

DO

RM

ITOR

Y RESID

ENC

E

FENC

EPO

STC

ALLBO

X







INV IN (E) 126.11 (15" RCP) INLET 34INV OUT (SW) 126.01 (15" RCP) INLET 24





TREN

CH

DR

AING

RATE 129.54

TREN

CH

DR

AING

RATE 129.55



CL EL=128.44

CL EL=128.45

SEEPAGE IN

LETSU

MP=125.71

SEEPAGE M

ANH

OLE

SUM

P=124.04

POSSIBLE BU

RIED

SANITAR

Y SEWER

MAN

HO

LE

SANITARY MANHOLE 01RIM 140.35INV IN (SE) 132.35 (8" PVC)INV OUT (NW) 132.25 (8" PVC)




INV OUT (W) 128.01 (8" PVC)

SEALED C

LOSED

UN

ABLE TO O

PEN

USAURBUSAURB

WooBWooB

MAT

CH L

INE

MAT

CH L

INE

PROTECT EXISTING TREEREMOVE EXISTINGTREE, TYP.

FULL DEPTH ASPHALTREMOVAL, TYP.

CLEAR AND GRUBVEGETATION, TYP.

CONCRETEREMOVAL, TYP.

CURB REMOVAL, TYP.

MILL ASPHALT, TYP. DONOT DISTURB SUBBASE

PROTECT EXISTING FENCE

PROTECT EXISTING FENCE

SALVAGE 80 LF FENCE FORREINSTALLATION PER L-100.

SALVAGE WAYFINDING AND TRAFFICSIGNS, TYP. TO BE RELOCATED PER L-102.

REMOVE ELECTRICAL STRUCTURES, TYP. SEE E-100

REMOVE CROSSWALKSTRIPING

REMOVE LIGHT AND POLE, TYP. RETURN TO OWNER.

SALVAGE CALL BOX. TO BERELOCATED PER L-102.

1 INCH = 30 FEET

30 0 30 60

LEGENDLEGENDASPHALT MILL AND OVERLAYASPHALT REMOVAL (FULL DEPTH)CONCRETE REMOVALVEGETATION REMOVALCURB REMOVAL

TREE REMOVAL

SIGN REMOVAL (SALVAGE - TO BE RELOCATED)

FENCE REMOVAL (SALVAGE)

STRUCTURE REMOVAL

LIGHT REMOVAL (TO BE RETURNED TO OWNER)

LEGENDPROJECT BOUNDARY

EROSION AND SEDIMENT CONTROL

LIMIT OF DISTURBANCESOIL IDENTIFICATION


SEEPAGE M

ANH

OLE

SUM

P=125.14

B



ELECT

TRANS




SEEPAGE M

ANH

OLE

SUM

P=125.14






INV IN (S) 120.44 (24" PVC) SANITARY MANHOLE 19INV OUT (NE) 120.39 (24" PVC) SANITARY MANHOLE 16

SANITARY MANHOLE 20

INV IN (N) 122.28 (15" PVC) SANITARY MANHOLE 29INV OUT (NW) 122.18 (15" PVC)

WooB

MAT

CH L

INE

MAT

CH L

INE

File:


Date RevisionsNo.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020



EEC MBH MBH



CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT


6/19/2020

CONTOUR

UTILITY POLE

SPOT ELEVATION

PROPERTY LINE

SANITARY MANHOLE

50


RIGHT-OF-WAY LINE


SETBACK LINE

WATER LINE DOMESTIC

STORM SEWER

SANITARY SEWER

SIGN

CURB

SIDEWALK

46.34 x

BOLLARD

LIGHT

FENCE

WATER METER

ELECTRICAL METER

ELECTRICAL STUB OUT

STORM DRAIN MANHOLE

IRRIGATION HEAD

STORM DRAIN INLET

FIRE HYDRANT


SIAMESE CONNECTION

WATER VALVE



UNDERGROUND STEAM


DEMOLITION PLAN

C-200





TREN

CH

DR

AING

RATE 129.54

TREN

CH

DR

AING

RATE 129.55

CL EL=128.44

CL EL=128.45

SEEPAGE IN

LETSU

MP=125.71

SEEPAGE M

ANH

OLE

SUM

P=124.04

STEAM VAU

LTLID

EL=130.84U

NABLE TO

OPEN


UN

KNO

WN

UN

DER

GR

OU

ND

UTILITY VAU

LT

CA

RP

EN

TE

R S

TR

EE

T

PUBLIC

RO

AD W

AY60' W

IDE



ELECT

PEDESTAL

MO

NITO

RIN

GW

ELL

CALL

BOX

ELECT

PEDESTAL

NETTIN

GPO

ST(TYP.)

3 STOR

YBR

ICK

DO

RM

ITOR

Y RESID

ENC

E

FENC

EPO

STC

ALLBO

X











TREN

CH

DR

AING

RATE 129.54

TREN

CH

DR

AING

RATE 129.55



CL EL=128.44

CL EL=128.45

SEEPAGE IN

LETSU

MP=125.71

SEEPAGE M

ANH

OLE

SUM

P=124.04

POSSIBLE BU

RIED

SANITAR

Y SEWER

MAN

HO

LE

SANITARY MANHOLE 01RIM 140.35INV IN (SE) 132.35 (8" PVC)INV OUT (NW) 132.25 (8" PVC)




INV OUT (W) 128.01 (8" PVC)

SEALED C

LOSED

UN

ABLE TO O

PEN

132 133 134 135136 137 138

139

140

8.1%

10%

8.1%

5%

STOP

STOP

QC QCQC

QC QC

QC

QC QC

QC

USAURBUSAURB

WooBWooB

LIMIT OF DISTURBANCE:0.99 ACRE

TOTAL PROJECTAREA: 1.27 ACRE

INLET PROTECTION, TYP.

INLET PROTECTION, TYP.

CONSTRUCTION FENCE, TYP.

SILT FENCE, TYP. CONSTRUCTION FENCE, TYP.SILT FENCE, TYP.

CONSTRUCTION FENCE, TYP.

SILT FENCE, TYP.

PROTECT STORM BEDSWITH SILT FENCE

PROTECT STORM BEDSWITH SILT FENCE

CONSTRUCTIONFENCE, TYP.PROVIDE GATEFOR ACCESS

ROCK CONSTRUCTIONENTRANCE

MAT

CH L

INE

MAT

CH L

INE

(HATCHED)

1 INCH = 30 FEET

30 0 30 60


SILT FENCEINLET PROTECTIONTREE PROTECTION ?

CONSTRUCTION FENCE



LEGENDLEGEND

LEGENDCATCH BASIN / CLEANOUTSTORM INLET

ANTI-SEEP COLLARSOLID STORM PIPEPERFORATED STORM PIPEPOROUS PAVEMENT

OUTLET STRUCTURE

POROUS PAVEMENTSUBSURFACE STONE BED EXTENTFLOW ARROW


SEEPAGE M

ANH

OLE

SUM

P=125.14

B


ELECT

TRANS




SEEPAGE M

ANH

OLE

SUM

P=125.14







ooB

MAT

CH L

INE

MAT

CH L

INE

File:


Date RevisionsNo.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020



EEC MBH MBH



CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT


6/19/2020

CONTOUR

UTILITY POLE

SPOT ELEVATION

PROPERTY LINE

SANITARY MANHOLE

50


RIGHT-OF-WAY LINE


SETBACK LINE

WATER LINE DOMESTIC

STORM SEWER

SANITARY SEWER

SIGN

CURB

SIDEWALK

46.34 x

BOLLARD

LIGHT

FENCE

WATER METER

ELECTRICAL METER

ELECTRICAL STUB OUT

STORM DRAIN MANHOLE

IRRIGATION HEAD

STORM DRAIN INLET

FIRE HYDRANT


SIAMESE CONNECTION

WATER VALVE



UNDERGROUND STEAM


SOIL EROSION & SEDIMENTCONTROL PLAN

C-300



SOIL EROSION AND SEDIMENT CONTROL NOTES

1. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIORTO ANY GRADING OPERATION AND/OR INSTALLATION OF PROPOSED STRUCTURES ORUTILITIES.

2. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BECONSTRUCTED IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION ANDSEDIMENT CONTROL IN NEW JERSEY.

3. APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE UNTILCONSTRUCTION IS COMPLETED AND/OR THE AREA IS STABILIZED.

4. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS AND INSTALL ALLMEASURES REQUIRED TO REASONABLY CONTROL SOIL EROSION RESULTING FROMCONSTRUCTION OPERATIONS AND PREVENT EXCESSIVE FLOW OF SEDIMENT FROM THECONSTRUCTION SITE.

5. ANY DISTURBED AREA THAT IS TO BE LEFT EXPOSED FOR MORE THAN THIRTY (30) DAYSAND NOT SUBJECT TO CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE ATEMPORARY SEEDING AND FERTILIZATION IN ACCORDANCE WITH THE NEW JERSEYSTANDARDS AND THEIR RATES SHOULD BE INCLUDED IN THE NARRATIVE. IF THE SEASONPROHIBITS TEMPORARY SEEDING, THE DISTURBED AREAS WILL BE MULCHED WITH SALTHAY OR EQUIVALENT AND ANCHORED IN ACCORDANCE WITH THE NEW JERSEYSTANDARDS (I.E. PEG AND TWINE, MULCH NETTING OR LIQUID MULCH BINDER).

6. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO PROVIDE CONFIRMATION OFLIME, FERTILIZER AND SEED APPLICATION AND RATES OF APPLICATION AT THE REQUESTOF THE GLOUCESTER SOIL CONSERVATION DISTRICT.

7. ALL CRITICAL AREAS SUBJECT TO EROSION WILL RECEIVE A TEMPORARY SEEDING INCOMBINATION WITH STRAW MULCH AT A RATE OF 2 TONS PER ACRE, ACCORDING TO THENEW JERSEY STANDARDS IMMEDIATELY FOLLOWING ROUGH GRADING.

8. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALLSTORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROLFACILITIES.

9. ALL SEDIMENTATION STRUCTURES WILL BE INSPECTED AND MAINTAINED ON A REGULARBASIS AND AFTER EVERY STORM EVENT.

10. A CRUSHED STONE, TIRE CLEANING PAD WILL BE INSTALLED WHEREVER A CONSTRUCTIONACCESS EXISTS. THE STABILIZED PAD WILL BE INSTALLED ACCORDING TO THE STANDARDFOR STABILIZED CONSTRUCTION ACCESS.

11. ALL DRIVEWAYS MUST BE STABILIZED WITH 2 ½" CRUSHED STONE OR SUBBASE PRIOR TOINDIVIDUAL LOT CONSTRUCTION.

12. PAVED AREAS MUST BE KEPT CLEAN AT ALL TIMES.13. ALL CATCH BASIN INLETS WILL BE PROTECTED ACCORDING TO THE CERTIFIED PLAN.14. ALL STORWMATER DRAINAGE OUTLETS WILL BE STABILIZED, AS REQUIRED, BEFORE THE

DISCHARGE POINTS BECOME OPERATIONAL.15. ALL DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY TO A SEDIMENT FILTER AREA.

THE SEDIMENT FILTER SHOULD BE COMPOSED OF A SUITABLE SEDIMENT FILTER FABRIC(SEE DETAIL). THE BASIN MUST BE DEWATERED TO NORMAL POOL WITHIN 10 DAYS OFTHE DESIGN STORM.

16. NJSA 4:24-39, ET SEQ. REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE ISSUED BEFOREALL PROVISIONS OF THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN HAVEBEEN COMPLIED WITH FOR PERMANENT MEASURES. ALL SITE WORK FOR THE PROJECTMUST BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF COMPLIANCE AS APREREQUISITE TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE MUNICIPALITY.

17. MULCHING IS REQUIRED ON ALL SEEDED AREAS TO INSURE AGAINST EROSION BEFOREGRASS IS ESTABLISHED TO PROMOTE EARLIER VEGETATION COVER.

18. OFFSET SEDIMENT DISTURBANCE MAY REQUIRE ADDITIONAL CONTROL MEASURES TO BEDETERMINED BY THE EROSION CONTROL INSPECTOR.

19. A COPY OF THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN MUST BEMAINTAINED ON THE PROJECT SITE DURING CONSTRUCTION.

20. THE GLOUCESTER SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED 48 HOURS PRIOR TOANY LAND DISTURBANCE.

21. ANY CONVEYANCE OF THIS PROJECT PRIOR TO ITS COMPLETION WILL TRANSFER FULLRESPONSIBILITY FOR COMPLIANCE WITH THE CERTIFIED PLAN TO ANY SUBSEQUENTOWNERS.

22. IMMEDIATELY AFTER THE COMPLETION OF STRIPPING AND STOCKPILING OF TOPSOIL, THESTOCKPILE MUST BE STABILIZED ACCORDING TO THE STANDARD FOR TEMPORARYVEGETATIVE COVER. STABILIZE TOPSOIL STOCKPILE WITH STRAW MULCH FOR PROTECTIONIF THE SEASON DOES NOT PERMIT THE APPLICATION AND ESTABLISHMENT OFTEMPORARY SEEDING. ALL SOIL STOCKPILES ARE NOT TO BE LOCATED WITHIN FIFTY (50)FEET OF A FLOODPLAIN, SLOPE, ROADWAY OR DRAINAGE FACILITY AND THE BASE MUSTBE PROTECTED WITH A SEDIMENT BARRIER.

23. ANY CHANGES TO THE SITE PLAN WILL REQUIRE THE SUBMISSION OF A REVISED SOILEROSION AND SEDIMENT CONTROL PLAN TO THE GLOUCESTER SOIL CONSERVATIONDISTRICT. THE REVISED PLAN MUST BE IN ACCORDANCE WITH THE CURRENT NEW JERSEYSTANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL.

24. METHODS FOR THE MANAGEMENT OF HIGH ACID PRODUCING SOILS SHALL BE INACCORDANCE WITH THE STANDARDS. HIGH ACID PRODUCING SOILS ARE THOSE FOUNDTO CONTAIN IRON SULFIDES OR HAVE A pH OF 4 OR LESS.

25. TEMPORARY AND PERMANENT SEEDING MEASURES MUST BE APPLIED ACCORDING TOTHE NEW JERSEY STANDARDS, AND MULCHED WITH SALT HAY OR EQUIVALENT ANDANCHORED IN ACCORDANCE WITH THE NEW JERSEY STANDARDS (I.E. PEG AND TWINE,MULCH NETTING OR LIQUID MULCH BINDER).

26. MAXIMUM SIDE SLOPES OF ALL EXPOSED SURFACES SHALL NOT BE CONSTRUCTEDSTEEPER THAN 3:1 UNLESS OTHERWISE APPROVED BY THE DISTRICT.

27. DUST IS TO BE CONTROLLED BY AN APPROVED METHOD ACCORDING TO THE NEW JERSEYSTANDARDS AND MAY INCLUDE WATERING WITH A SOLUTION OF CALCIUM CHLORIDEAND WATER.

28. ADJOINING PROPERTIES SHALL BE PROTECTED FROM EXCAVATION AND FILLINGOPERATIONS ON THE PROPOSED SITE.

29. USE STAGED CONSTRUCTION METHODS TO MINIMIZE EXPOSED SURFACES, WHEREAPPLICABLE.

30. ALL VEGETATIVE MATERIAL SHALL BE SELECTED IN ACCORDANCE WITH AMERICANSTANDARDS FOR NURSERY STOCK OF THE AMERICAN ASSOCIATION OF THE NURSERYMANAND IN ACCORDANCE WITH THE NEW JERSEY STANDARDS.

31. NATURAL VEGETATION AND SPECIES SHALL BE RETAINED WHERE SPECIFIED ON THELANDSCAPING PLAN.

32. THE SOIL EROSION INSPECTOR MAY REQUIRE ADDITIONAL SOIL EROSION MEASURES TO BEINSTALLED, AS DIRECTED BY THE DISTRICT INSPECTOR.

DUST CONTROL NOTES

THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST. ALL PAGESREFERENCE THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY.MULCHES: SEE STANDARD OF STABILIZATION (P. 5-1).

VEGETATIVE COVER: SEE STANDARD FOR TEMPORARY VEGETATIVE COVER (P. 7-1), PERMANENTVEGETATIVE COVER FOR SOIL STABILIZATION (P. 4-1), AND PERMANENT STABILIZATION WITH SOD (P.6-1).

SPRAY-ON-ADHESIVES: ON MINERAL SOILS (NOT EFFECTIVE ON MUCH SOILS). KEEP TRAFFIC OFFTHESE AREAS.

TILLAGE: TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARYEMERGENCY MEASURE WHICH SHOULD BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWINGON WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART ANDSPRING-TOOTHED HARROWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIREDEFFECT.

SPRINKLING: SITE IS SPRINKLED UNTIL THE SURFACE IS WET.

BARRIERS: SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY ANDSIMILAR MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING.

CALCIUM CHLORIDE: SHALL BE IN THE FORM OF LOOSE, DRY GRANULES OR FLAKES FINE ENOUGH TOFEED THROUGH COMMONLY USED SPREADERS AT AR ATE THAT WILL KEEP SURFACE MOIST BUT NOTCAUSE POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TOPREVENT WASHING INTO STREAMS OR ACCUMULATION AROUND PLANTS.

STONE: COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL.

SEQUENCE OF CONSTRUCTION

1. THE CONTRACTOR SHALL MARK THE LOCATIONS OF ANY FUTURE INFILTRATION AREAS. THESE AREASSHALL BE PROTECTED FROM COMPACTION AND HEAVY VEHICLE DISTURBANCE THROUGHOUTCONSTRUCTION. EXCAVATION WILL BE REQUIRED TO REMOVE SURFACE HARDPAN AND ACHIEVE FINALINFILTRATION BED BOTTOM GRADES. ONCE HARDPAN IS REMOVED, STAKE THE PERIMETER OF THEPROPOSED INFILTRATION AREAS TO PROTECT THESE AREAS FROM COMPACTION AND SILTATION.

UPON COMPLETION OR TEMPORARY CESSATION OF EARTH DISTURBANCE ACTIVITIES OR ANY STAGETHEREOF, THE PROJECT SHALL BE IMMEDIATELY STABILIZED WITH THE APPROPRIATE TEMPORARY ORPERMANENT STABILIZATION AS OUTLINED BELOW.

1. CONTRACTOR MUST ORDER A UTILITY MARK OUT USING THE NEW JERSEY ONE CALL SYSTEM. SITEUTILITIES MUST BE FIELD LOCATED AND MARKED BEFORE THE START OF ANY SITE WORK, INCLUDINGALL PRIVATE UTILITIES.

2. CONTRACTOR MUST NOTIFY OWNER, ENGINEER, AND GLOUCESTER SOIL CONSERVATION DISTRICT AMINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION. START OF CONSTRUCTION NOTICE MUSTBE COMPLETED IN WRITING AND EITHER MAILED TO GLOUCESTER COUNTY SOIL CONSERVATIONDISTRICT 14 PARKE PLACE BLVD, SUITE B, SEWELL, NJ 08080 AND/OR EMAILED [email protected].

3. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWINGSEQUENCE AND ALL LOCAL, STATE, AND FEDERAL REGULATION. EACH STAGE SHALL BE COMPLETEDBEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING AND GRUBBING SHALL BE LIMITED ONLY TOTHOSE AREAS DESCRIBED IN EACH STAGE.

4. TO AVOID SOIL DISTURBANCE AND COMPACTION DURING CONSTRUCTION, AREAS FOR PROPOSEDINFILTRATION OF STORMWATER MUST BE PHYSICALLY STAKED OUT BEFORE ANY SITE WORK BEGINS.

5. INSTALL TEMPORARY ROCK CONSTRUCTION ENTRANCE AS SHOWN PRIOR TO CLEARING THE SITE.6. INSTALL CONSTRUCTION FENCE, TREE PROTECTION FENCE, SILT FENCE, AND INLET PROTECTION AS

SHOWN ON THE PLAN. NO DISTURBANCE CAN TAKE PLACE OUTSIDE OF THE LIMIT OF DISTURBANCE.7. PERFORM SITE DEMOLITION EXCEPT FOR DRAINAGE STRUCTURES NECESSARY FOR EROSION AND

SEDIMENT CONTROL PURPOSES AND FOR SITE DRAINAGE UNTIL NEW DRAINAGE SYSTEM ISFUNCTIONING.

8. CLEAR AND GRUB SITE. THE CLEARING OF VEGETATION FROM THE CONSTRUCTION AREA IS LIMITED TOTHE AREA SHOWN ON THE DRAWINGS.

9. DEMOLISH AND REMOVE ASPHALT, CONCRETE AND STRUCTURES INDICATED FOR DEMOLITION. NOTETHAT SOME AREAS OF ASPHALT ARE TO BE MILLED ONLY IN SUCH A MANNER AS TO NOT EXPOSE THESUBBASE. THE CONTRACTOR SHOULD WORK FROM THE OUTERMOST PORTIONS OF THE SITE AND INTOWARDS THE CONSTRUCTION ENTRANCE. THE AREA OF ASPHALT BENEATH THE PROPOSED ROCKCONSTRUCTION ENTRANCE SHOULD REMAIN UNTIL ALL OTHER DISTURBANCE IS COMPLETE.

10. *THE FOLLOWING ITEMS ARE TO BE INSTALLED AS APPROPRIATE TO LOCATION AND ELEVATIONS:A. PERFORM MAJOR EXCAVATIONS AND ROUGH GRADE THE SITE AS INDICATED ON GRADING AND

STORMWATER PLAN, REMOVING ANY DELETERIOUS MATERIAL 2-INCHES OR LARGER. REMOVEEXCESS CUT FROM SITE AND DISPOSE OF IN A LEGAL MANNER IN ACCORDANCE WITH THE SOLIDWASTE MANAGEMENT REGULATIONS.

B. IF ANY UNFAVORABLE CONDITIONS ARE ENCOUNTERED DURING THE INSTALLATION OF THEINFILTRATION AREAS (I.E. GROUNDWATER AND/OR BEDROCK, ETC.), THE OWNER/ENGINEERSHOULD BE NOTIFIED IMMEDIATELY.

C. INSTALL INLETS AND STRUCTURES. INSTALL PIPES. DO NOT ALLOW SEDIMENT TO ENTER ANY PIPESOR STRUCTURES. CONNECT OVERFLOW STRUCTURES. INSTALL INLET PROTECTION AND DO NOTALLOW SEDIMENT INTO PIPES AND STRUCTURES.

11. EXCAVATE AND FINE GRADE SUBGRADE AS NECESSARY FOR WALKWAY AND PAVEMENT INSTALLATION.12. *INSTALL POROUS ASPHALT WITH SUBSURFACE INFILTRATION.

A. INSTALL ANY REMAINING INLETS AND CONNECTIONS. DO NOT ALLOW ANY SEDIMENT TO ENTERPIPES OR STRUCTURES.

B. EXISTING SUBGRADE MUST NOT BE COMPACTED AND CONSTRUCTION EQUIPMENT TRAFFIC MUSTBE MINIMIZED.

C. TAKE CARE NOT TO EXCAVATE BELOW THE INDICATED BOTTOM OF THE BEDS. THE OWNER,ENGINEER, AND MUNICIPAL REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS PRIOR TO FINALGRADING AND TO INSPECT BOTTOM.

D. IF BEDROCK OR GROUNDWATER IS ENCOUNTERED AT ANY TIME, EXCAVATION IS TO BEDISCONTINUED IN THE AFFECTED AREA AND THE OWNER AND ENGINEER NOTIFIED.

E. INSTALL GEO-TEXTILE FABRIC, WHICH MUST OVERLAP A MINIMUM OF SIXTEEN INCHES. FABRICMUST BE SECURED AT LEAST FOUR FEET OUTSIDE OF BED. THIS EDGE STRIP SHOULD REMAIN INPLACE UNTIL ALL BARE SOILS CONTIGUOUS TO BED IS STABILIZED AND VEGETATED. AS THE SITE ISFULLY STABILIZED, EXCESS GEO-TEXTILE CAN BE CUT BACK TO THE EDGE OF THE BED.

F. INSTALL COARSE AGGREGATE IN LIFTS OF 6-8 INCHES. LIGHTLY COMPACT, KEEPING EQUIPMENTMOVEMENT OVER STORAGE BED SUBGRADES TO A MINIMUM. INSTALL AGGREGATE TO GRADESSHOWN ON THE DRAWINGS AND DETAILS. AGGREGATE SHALL BE CLEAN WITH A WASH LOSS OF NOMORE THAN 0.5%. AGGREGATE THAT DOES NOT MEET THIS CRITERIA WILL BE REMOVED AT NOEXTRA COST TO THE OWNER, AND THE BEDS RESTORED TO THE OWNER'S SATISFACTION.

G. INSTALL CHOKER BASE COURSE EVENLY OVER STONE SURFACE SUFFICIENT TO ALLOW PLACEMENTOF PAVEMENT. NOTIFY OWNER AND ENGINEER PRIOR TO PLACEMENT OF PAVEMENT.

H. ALL AGGREGATE BENEATH POROUS PAVEMENT SHALL REMAIN FREE OF SEDIMENT. IF SEDIMENTENTERS THE AGGREGATE, THE CONTRACTOR MAY BE REQUIRED TO REMOVE AGGREGATE ANDREPLACE WITH CLEAN-WASHED AGGREGATE.

I. INSTALL POROUS PAVEMENTS AS SHOWN ON CIVIL AND LANDSCAPE PLANS AND DETAILS.J. KEEP POROUS PAVEMENT INSTALLATIONS PROTECTED FROM SILTATION UNTIL PROJECT IS FULLY

STABILIZED. AN ON-SITE DRAINDOWN TEST MAY BE REQUIRED TO CONFIRM PROPER INSTALLATIONOF POROUS PAVEMENTS.

13. INSTALL CURBS, SIDEWALKS, AND ASPHALT OVERLAY AS SHOWN ON PLANS AND DETAILS.14. INSTALL REMAINING SITE STRUCTURES.15. PERFORM FINE SITE GRADING AND SEED AND STABILIZE SITE AS SHOWN ON LANDSCAPE PLANS.16. INFLOW AND OUTFLOW POINTS SHOULD BE KEPT CLEAR OF ALL TYPES OF DEBRIS.17. WATER PUMPED FROM WORK AREAS SHOULD BE TREATED FOR SEDIMENT REMOVAL PRIOR TO

DISCHARGING TO A SURFACE WATER.18. COMPLETE REMAINING IMPROVEMENTS INDICATED ON PLANS, SUCH AS PLANTING, SIGN

INSTALLATION, STRIPING, ETC.19. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED (VEGETATED AREAS SHALL BE CONSIDERED

PERMANENTLY STABILIZED WHEN A UNIFORM 70% VEGETATIVE COVER OF EROSION RESISTANTPERENNIAL SPECIES HAS BEEN ACHIEVED), REMOVE TEMPORARY EROSION AND SEDIMENTATIONCONTROLS. AREAS DISTURBED DURING REMOVAL OF THE CONTROLS MUST ALSO BE STABILIZEDIMMEDIATELY.

20. THE PERMITTEE SHALL PROVIDE ENGINEERING CONSTRUCTION OVERSIGHT FOR THE PROPOSEDSTORMWATER BMPS. ADDITIONAL SOIL TESTING MAY BE REQUIRED PRIOR TO THE INSTALLATION OFBMPS TO ENSURE PROPER LOCATION AND FUNCTION. A LICENSED PROFESSIONAL ENGINEERKNOWLEDGEABLE IN THE DESIGN AND CONSTRUCTION OF STORMWATER BMPS, PREFERABLY THEDESIGN ENGINEER, SHALL CONDUCT THE OVERSIGHT.

21. AS-BUILT PLANS OF THE STORMWATER BMPS SHALL BE PROVIDED BY THE CONTRACTOR WITHIN SIXMONTHS FOLLOWING THE COMPLETION. THE AS-BUILT PLANS SHALL BE SIGNED AND SEALED BY A NJREGISTERED PROFESSIONAL ENGINEER.

* DENOTES A CRITICAL STAGE IN WHICH CONTRACTOR MUST DOCUMENT SPECIFIC ELEVATIONS,MEASUREMENTS, AND INSTALLATION.

File:


Date RevisionsNo.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020



EEC MBH MBH



CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT


6/19/2020

SOIL EROSION & SEDIMENTCONTROL NOTES

C-301



1C-301

STABILIZED CONSTRUCTION ACCESSNEW JERSEY STANDARDS NTS

LENGTH ACCORDING TO TABLE BELOW

2 FT.

4 FT. 3 FT.

WIDTH LENGTH

FLOW

INSTALLATION DETAIL

PLAN VIEWSECTION VIEW

ISOMETRIC VIEW

NOTES:

1. MAXIMUM DRAINAGE AREA = 1/2 ACRE.2. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT

BASIN OR TRAP. BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS.3. ROLLED EARTHEN BERM SHALL BE MAINTAINED UNTIL ROADWAY IS STONED.

ROAD SUBBASE BERM SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. SIX INCHMINIMUM HEIGHT ASPHALT BERM SHALL BE MAINTAINED UNTIL ROADWAYSURFACE RECEIVES FINAL COAT.

4. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTHOF 120 LBS, A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUMTRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OFTRAPPING ALL PARTICLES NOT PASSING A NO. 40 SIEVE.

5. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACHRUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALFFULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODINGOR BYPASSING OF THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED.A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALLNEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION.DISPOSE OF ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDINGTO THE PLAN NOTES.

6. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFICHAZARDS.

EXTEND BERM OVERCURB IF RUNOFF ISBYPASSING INLET ONLANDWARD SIDE

TOP OF CURB

STORM INLET

CURB

INLET GRATE

1 IN. REBAR FORBAG REMOVALFROM INLET

SANDBAG, FILTER LOG,COMPOST SOCK, ORFILTER TUBE

EXPANSION RESTRAINT(14 IN. NYLON ROPE)

2 IN. X 2 IN. X 34 IN.RUBBER BLOCK

BERM

2:1 MAX(TYP.)

1 FT MIN.

2C-301

FILTER BAG INLET PROTECTIONNTS

MAINTENANCE NOTES:1. TEMPORARILY STOCKPILE TOPSOIL OR EXCAVATED SOIL MATERIAL AS NEEDED AT LOCATIONS

SHOWN FOR EACH PHASE OF CONSTRUCTION. EXCESS EXCAVATED MATERIAL SHALL BEPERMANENTLY REMOVED FROM THE SITE.

2. HEIGHT AND SIDESLOPES SHALL NOT EXCEED MAXIMUM VALUES SHOWN ON DETAIL.3. INSTALL COMPOST SOCK PRIOR TO STOCKPILING OF MATERIAL. REPLACE ANY COMPOST SOCK

REMOVED FOR VEHICULAR ACCESS AFTER EACH WORK DAY.4. APPLY SEED AND MULCH WHEN PILE IS NOT SUBJECT TO VEHICULAR ACCESS FOR SEVEN DAYS

OR MORE.5. STOCKPILES SHOULD BE VEGETATED IN ACCORDANCE WITH THE STANDARDS FOR SOIL

EROSION AND SEDIMENT CONTROL IN NEW JERSEY; SEE THE STANDARDS FOR TEMPORARY(7-1) VEGETATIVE COVER.

EXISTING GROUND

TEMPORARY SEED MIX ANDMULCH ON ALL SURFACES

MAX 3:1 SIDESLOPES

3C-302

TEMPORARY SOIL STOCKPILENTS

10 FT. MAX.

1C-302

SILT FENCENEW JERSEY STANDARDS NTS

NOTES:

FENCE POSTS SHALL BE SPACED 8 FEET CENTER-TO-CENTER OR CLOSER. POSTS SHALL EXTENDAT LEAST 2 FEET INTO THE GROUND AND EXTEND AT LEAST 2 FEET ABOVE GROUND. POSTSSHALL BE CONSTRUCTED OF HARDWOOD WITH A MINIMUM DIAMETER THICKNESS OF 1.5INCHES.

FABRIC SHALL HAVE THE MINIMUM PROPERTIES: FABRIC PROPERTY MIN. ACCEPTABLE TEST METHOD

GRAB TENSILE STRENGTH (LB) 120 ASTM D1682ELONGATION AT FAILURE (%) 20% MAX ASTM D1682MULLEN BURST STRENGTH (%) 200 ASTM D3786TRAPEZOIDAL TEAR STRENGTH (LB) 50PUNCTURE STRENGTH (LB) 40 ASTM D751 (MOD)SLURRY FLOW RATE (GAL/MIN.SF) 0.3 ASTM 5141EQUIVALENT OPENING SIZE 30 US STD. SIEVE CW-02215UV RADIATION STABILITY (%) 80 ASTM G-26

FABRIC SHALL BE BURIED AT LEAST 6 INCHES DEEP IN GROUND AND EXTEND AT LEAST 2 FEETABOVE THE GROUND. FABRIC MUST BE SECURELY FASTENED TO THE POSTS USING A SYSTEMCONSISTING OF METAL FASTENERS (NAILS OR STAPLES) AND A HIGH STRENGTHREINFORCEMENT MATERIAL (NYLON WEBBING, GROMMETS, WASHERS, ETC.) PLACEDBETWEEN THE FASTENER AND THE GEOTEXTILE FABRIC. THE FASTENING SYSTEM SHALL RESISTTEARING AWAY FROM THE POST. THE FABRIC SHALL INCORPORATE A DRAWSTRING IN THE TOPPORTION OF THE FENCE FOR ADDED STRENGTH.

SILT FENCE SHALL BE PLACED AT LEVEL EXISTING GRADE. BOTH ENDS OF THE FENCE SHALL BEEXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN FENCE ALIGNMENT.

SEDIMENT SHALL BE REMOVED WHEN ACCUMULATIONS REACH HALF THE BARRIER HEIGHT.

REPAIR OR REPLACE BARRIER WHEN DAMAGED. INSPECT DAILY FOR SIGNS OF DETERIORATIONAND SEDIMENT ACCUMULATION.

FENCE SHALL BE REMOVED AND PROPERLY DISPOSED OF WHEN TRIBUTARY AREA ISPERMANENTLY STABILIZED.

ELEVATION PLAN

4'

PROTECTION OF ROOT ZONE

EXISTING TREE

ORANGE SAFETY FENCE; SECUREWITH PLASTIC TIES

PROTECT EXISTING GROUNDSURFACE WITHIN DRIPLINE

HAY BALES TOSURROUND TRUNK

ORANGE SAFETY FENCE

FREE STANDING DRIPLINEPROTECTION FENCE

NOTES:

1. FOR USE ON SLOPES THAT EXCEED 3:1.2. SEED AND SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN

DRAWINGS PRIOR TO INSTALLING THE BLANKET.3. PROVIDE ANCHOR TRENCH AT TOE OF SLOPE IN SIMILAR FASHION AS AT TOP OF SLOPE.4. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS, AND GRASS.5. BLANKET SHALL HAVE GOOD CONTINUOUS CONTACT WITH UNDERLYING SOIL

THROUGHOUT ENTIRE LENGTH. LAY BLANKET LOOSELY AND STAKE OR STAPLE TO MAINTAINDIRECT CONTACT WITH SOIL. DO NOT STRETCH BLANKET.

6. THE BLANKET SHALL BE STAPLED IN ACCORDANCE WITH THE MANUFACTURER'SRECOMMENDATIONS.

7. BLANKETED AREAS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT UNTILPERENNIAL VEGETATION IS ESTABLISHED TO A MINIMUM UNIFORM 70% COVERAGETHROUGHOUT THE BLANKETED AREA. DAMAGED OR DISPLACED BLANKETS SHALL BERESTORED OR REPLACED WITHIN 4 CALENDAR DAYS.

8. BLANKET MUST DEGRADABLE.

BLANKET EDGES STAPLED ANDOVERLAPPED (4 IN. MIN.)

INSTALL BEGINNING OF ROLL IN 6 IN. x6 IN. ANCHOR TRENCH, STAPLE,BACKFILL AND COMPACT SOIL

STARTING AT TOP OF SLOPE,ROLL BLANKETS IN DIRECTIONOF WATER FLOW

REFER TO MANUF. RECOMMENDEDSTAPLING PATTERN FOR STEEPNESS ANDLENGTH OF SLOPE BEING BLANKETED

PREPARE SEED BED(INCLUDING APPLICATION OF LIME,FERTILIZER, AND SEED) PRIOR TOBLANKET INSTALLATION

OVERLAP BLANKET ENDS 6 IN. MIN.WITH THE UPSLOPE BLANKEDOVERLYING THE DOWNSLOPE

BLANKET (SHINGLE STYLE). STAPLESECURELY.

THE BLANKET SHOULD NOTBE STRETCHED; IT MUST

MAINTAIN GOOD SOILCONTACT

4C-302

EROSION CONTROL BLANKETNTS

2C-302

TREE PROTECTIONNTS

File:


Date RevisionsNo.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020



EEC MBH MBH



CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT


6/19/2020

SOIL EROSION & SEDIMENTCONTROL DETAILS

C-302



1 INCH = 30 FEET

30 0 30 60

LEGENDEROSION AND SEDIMENT CONTROL



TREN

CH

DR

AING

RATE 129.54

TREN

CH

DR

AING

RATE 129.55

CL EL=128.44

CL EL=128.45

SEEPAGE IN

LETSU

MP=125.71

SEEPAGE M

ANH

OLE

SUM

P=124.04

STEAM VAU

LTLID

EL=130.84U

NABLE TO

OPEN


UN

KNO

WN

UN

DER

GR

OU

ND

UTILITY VAU

LT

CA

RP

EN

TE

R S

TR

EE

T

PUBLIC

RO

AD W

AY60' W

IDE



ELECT

PEDESTAL

MO

NITO

RIN

GW

ELL

CALL

BOX

ELECT

PEDESTAL

NETTIN

GPO

ST(TYP.)

3 STOR

YBR

ICK

DO

RM

ITOR

Y RESID

ENC

E

FENC

EPO

STC

ALLBO

X











TREN

CH

DR

AING

RATE 129.54

TREN

CH

DR

AING

RATE 129.55



CL EL=128.44

CL EL=128.45

SEEPAGE IN

LETSU

MP=125.71

SEEPAGE M

ANH

OLE

SUM

P=124.04

POSSIBLE BU

RIED

SANITAR

Y SEWER

MAN

HO

LE




INV OUT (W) 128.01 (8" PVC)

USAURBUSAURB

WooBWooB

MAT

CH L

INE

MAT

CH L

INE

I-1 I-2

I-3

I-7

I-4

I-8

I-5 I-6

OS-1B OS-1A

OS-2B OS-2A

CO-1

CO-2

CO-3

CO-4

CO-5

CO-6

CO-7

CO-8

CO-9CO-10

132 133 134 135136 137 138

139

140

8.1%

10%

8.1%

5%

STOP

STOP

135.45 135.65

131.05 135.05

135.09

137.64136.38

TC 138.41BC 137.91

TC 138.55BC 138.05

TC 138.66BC 138.16

TC 138.85BC 138.35

TC 138.80BC 138.30

TC 139.27BC 138.77

TC 139.26BC 138.76

TC 139.36BC 138.86

TC 139.40BC 138.90

141.40

141.35

136.00135.97

139.11

139.16

TC 139.28BC 138.78

TC 139.31BC 138.81

140.55

140.50

138.44

138.40

TC 135.58BC 135.08

TC 136.34BC 135.84

TC 135.79BC 135.29

TC 134.92BC 134.42

TC 135.17BC 134.67

TC 135.09BC 134.59

TC 134.66BC 134.16

TC 135.06BC 134.56

TC 135.18BC 134.68

TC 134.71BC 134.21

TC 132.10BC 131.60

TC 131.97BC 131.47

TC 132.97BC 132.47

TC 133.38BC 132.88

TC 134.49BC 133.99

TC 134.51BC 134.01

TC 134.55BC 134.05

TC 132.06BC 131.56 TC 132.09

BC 131.59

TC 131.00BC 131.50

TC 132.12BC 132.62

TC 133.29BC 132.79

TC 133.33BC 132.83

TC 133.05BC 132.55

TC 132.97BC 132.47

TC 131.99BC 131.49

TC 131.55BC 131.05 TC 131.56

BC 131.06

133.03 133.44134.61

134.96

134.96

137.62136.36

136.26

136.24TC 138.00BC 137.50

TC 137.83BC 137.33

TC 137.95BC 137.45

131.82

131.79TC 131.30BC 130.80

TC 131.60BC 131.10

131.20

131.20

135.65

TC 139.36BC 138.86

TC 139.40BC 138.90

TC 131.55BC 131.05

132.16 134.77

134.00133.00133.35

134.00

TC 360.00BC 359.50


ANTI-SEEP COLLAROUTLET STRUCTUREANTI-SEEP COLLARSOLID STORM PIPEPERFORATED STORM PIPEPOROUS PAVEMENTPOROUS PAVEMENTSUBSURFACE STONE BED EXTENTFLOW ARROW


SEEPAGE M

ANH

OLE

SUM

P=125.14

B


ELECT

TRANS




SEEPAGE M

ANH

OLE

SUM

P=125.14







ooB

MAT

CH L

INE

MAT

CH L

INE

File:


Date RevisionsNo.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020



EEC MBH MBH



CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT


6/19/2020

CONTOUR

UTILITY POLE

SPOT ELEVATION

PROPERTY LINE

SANITARY MANHOLE

50


RIGHT-OF-WAY LINE


SETBACK LINE

WATER LINE DOMESTIC

STORM SEWER

SANITARY SEWER

SIGN

CURB

SIDEWALK

46.34 x

BOLLARD

LIGHT

FENCE

WATER METER

ELECTRICAL METER

ELECTRICAL STUB OUT

STORM DRAIN MANHOLE

IRRIGATION HEAD

STORM DRAIN INLET

FIRE HYDRANT


SIAMESE CONNECTION

WATER VALVE



UNDERGROUND STEAM


GRADING PLAN

C-400



1 INCH = 30 FEET

30 0 30 60

LEGENDEROSION AND SEDIMENT CONTROL



TREN

CH

DR

AING

RATE 129.54

TREN

CH

DR

AING

RATE 129.55

CL EL=128.44

CL EL=128.45

SEEPAGE IN

LETSU

MP=125.71

SEEPAGE M

ANH

OLE

SUM

P=124.04

STEAM VAU

LTLID

EL=130.84U

NABLE TO

OPEN


UN

KNO

WN

UN

DER

GR

OU

ND

UTILITY VAU

LT

CA

RP

EN

TE

R S

TR

EE

T

PUBLIC

RO

AD W

AY60' W

IDE



ELECT

PEDESTAL

MO

NITO

RIN

GW

ELL

CALL

BOX

ELECT

PEDESTAL

NETTIN

GPO

ST(TYP.)

3 STOR

YBR

ICK

DO

RM

ITOR

Y RESID

ENC

E

FENC

EPO

STC

ALLBO

X











TREN

CH

DR

AING

RATE 129.54

TREN

CH

DR

AING

RATE 129.55



CL EL=128.44

CL EL=128.45

SEEPAGE IN

LETSU

MP=125.71

SEEPAGE M

ANH

OLE

SUM

P=124.04

POSSIBLE BU

RIED

SANITAR

Y SEWER

MAN

HO

LE




INV OUT (W) 128.01 (8" PVC)

USAURBUSAURB

WooBWooB

MAT

CH L

INE

MAT

CH L

INE

I-1 I-2

I-3

I-7

I-4

I-8

I-5 I-6

OS-1B OS-1A

OS-2B OS-2A

CO-1

CO-2

CO-3

CO-4

CO-5

CO-6

CO-7

CO-8

CO-9CO-10

132 133 134 135136 137 138

139

140

8.1%

10%

8.1%

5%

STOP

STOP


ANTI-SEEP COLLAROUTLET STRUCTUREANTI-SEEP COLLARSOLID STORM PIPEPERFORATED STORM PIPEPOROUS PAVEMENTPOROUS PAVEMENTSUBSURFACE STONE BED EXTENTFLOW ARROW


SEEPAGE M

ANH

OLE

SUM

P=125.14

B


ELECT

TRANS




SEEPAGE M

ANH

OLE

SUM

P=125.14







ooB

MAT

CH L

INE

MAT

CH L

INE

File:


Date RevisionsNo.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020



EEC MBH MBH



CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT


6/19/2020

CONTOUR

UTILITY POLE

SPOT ELEVATION

PROPERTY LINE

SANITARY MANHOLE

50


RIGHT-OF-WAY LINE


SETBACK LINE

WATER LINE DOMESTIC

STORM SEWER

SANITARY SEWER

SIGN

CURB

SIDEWALK

46.34 x

BOLLARD

LIGHT

FENCE

WATER METER

ELECTRICAL METER

ELECTRICAL STUB OUT

STORM DRAIN MANHOLE

IRRIGATION HEAD

STORM DRAIN INLET

FIRE HYDRANT


SIAMESE CONNECTION

WATER VALVE



UNDERGROUND STEAM


DRAINAGE AREA PLAN

C-401





TREN

CH

DR

AING

RATE 129.54

TREN

CH

DR

AING

RATE 129.55

CL EL=128.44

CL EL=128.45

SEEPAGE IN

LETSU

MP=125.71

SEEPAGE M

ANH

OLE

SUM

P=124.04

STEAM VAU

LTLID

EL=130.84U

NABLE TO

OPEN


CA

RP

EN

TE

R S

TR

EE

T

PUBLIC

RO

AD W

AY60' W

IDE



ELECT

PEDESTAL

MO

NITO

RIN

GW

ELL

CALL

BOX

ELECT

PEDESTAL

NETTIN

GPO

ST(TYP.)

3 STOR

YBR

ICK

DO

RM

ITOR

Y RESID

ENC

E

FENC

EPO

STC

ALLBO

X











TREN

CH

DR

AING

RATE 129.54

TREN

CH

DR

AING

RATE 129.55



CL EL=128.44

CL EL=128.45

SEEPAGE IN

LETSU

MP=125.71

SEEPAGE M

ANH

OLE

SUM

P=124.04

POSSIBLE BU

RIED

SANITAR

Y SEWER

MAN

HO

LE




INV OUT (W) 128.01 (8" PVC)

USAURBUSAURB

WooBWooB

LIMIT OF DISTURBANCE:0.99 ACRE

TOTAL PROJECTAREA: 1.27 ACRE

MAT

CH L

INE

MAT

CH L

INE

132 133 134 135136 137 138

139

140

8.1%

10%

8.1%

5%

STOP

STOP

QC QCQC

QC QC

QC

QC QC

QC

I-1 I-2

I-3

I-7

I-4

I-8

I-5 I-6

OS-1B OS-1A

OS-2B OS-2A

SWP-1 SWP-2

SWP-3

SWP-4 SWP-5

SWP-6

SWP-9

SWP-11

SWP-12

SWP-16

SWP-17

SWP-8

SWP-14

SWP-18

SWP-10 SWP-13

SWP-7

CO-1

CO-2

CO-3

CO-4

CO-5

CO-6

CO-7

CO-8

CO-9CO-10 SWP-15

SUBSURFACE STONE 1AFOOTPRINT: 2,085 SFTOP STONE STORAGE: 131.25BOT STONE STORAGE: 130.00

SUBSURFACE STONE 1BFOOTPRINT: 1,991 SF

TOP STONE STORAGE: 129.75BOT STONE STORAGE: 129.25

SUBSURFACE STONE 2AFOOTPRINT: 1,469 SF


SUBSURFACE STONE 2BFOOTPRINT: 1,866 SF


REPLACE DISTURBED UTILITYTRENCH IN KIND

IRRIGATION LINE, SEE LI100.

FUTURE IRRIGATIONCONNECTION

1 INCH = 30 FEET

30 0 30 60

LEGENDLEGEND


ANTI-SEEP COLLARSOLID STORM PIPEPERFORATED STORM PIPEPOROUS PAVEMENTSUBSURFACE STONE BED EXTENTFLOW ARROW

OUTLET STRUCTURE





SEEPAGE M

ANH

OLE

SUM

P=125.14

B


ELECT

TRANS




SEEPAGE M

ANH

OLE

SUM

P=125.14







ooB

MAT

CH L

INE

MAT

CH L

INE

EXISTING "INLET 25"GRATE 128.41

PR. INV IN (NE) 125.97 (12" PVC)EX. INV OUT (SW) 125.76 (12" PVC)

File:


Date RevisionsNo.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020



EEC MBH MBH



CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT


6/19/2020

CONTOUR

UTILITY POLE

SPOT ELEVATION

PROPERTY LINE

SANITARY MANHOLE

50


RIGHT-OF-WAY LINE


SETBACK LINE

WATER LINE DOMESTIC

STORM SEWER

SANITARY SEWER

SIGN

CURB

SIDEWALK

46.34 x

BOLLARD

LIGHT

FENCE

WATER METER

ELECTRICAL METER

ELECTRICAL STUB OUT

STORM DRAIN MANHOLE

IRRIGATION HEAD

STORM DRAIN INLET

FIRE HYDRANT


SIAMESE CONNECTION

WATER VALVE



UNDERGROUND STEAM


STORMWATER MANAGEMENTPLAN

C-600



4" MIN ON 8" - 24" Ø BASIN6" MIN ON 30" Ø BASIN

1C-601

PVC DOMED RISER / CLEANOUTNTS

6" SUMP MIN.

14" COVER

12"

DOMED GRATE COVERFOR RAIN GARDENS

DUCTILE IRON

NYLOPLAST

TRAFFIC RATED SOLID COVER AND FRAMESECURED TO DRAIN BASINFOR CLEANOUTS

FINISHED GRADE

FINISHED GRADE

SECURE FRAME ANDGRATE/LID; SEE PLANS FOR SIZE,TYPE, AND ELEVATIONS

COMPACTED PENNDOT 2A SUBBASE

COMPACTED PENNDOT 2ASUBBASE

PIPES IN/OUT OF DRAIN BASIN;SEE PLANS FOR SIZE, LOCATIONAND ELEVATIONS

SUNTREE TECHNOLOGIES GRATE INLEFT SKIMMER BOX OR APPROVEDEQUAL FOR USE IN DOMED RISERS

UPSTREAM ELEVATION SECTION A-A

2' MIN.

2' MIN.

2' MIN.

2' MIN.

1-1/2" MIN. SHEETOVERLAP

CONNECTING BAND

NOTE: ANTI-SEEP COLLAR TO EXTEND COMPLETELY THROUGH PIPE BEDDING (MIN. 2'X2').

24"

A A

PLAN VIEW SECTION A-A

36"

24" 36"

MIN. 12" COVER

NOTE: ALL CATCH BASINS TO INCLUDE WATER QUALITYINSERTS UNLESS OTHERWISE NOTED. SUNTREE INLETSKIMMER BOX/INLET BASKET OR APPROVED EQUAL.

24" X 24" STANDARD ADAGRATE AND FRAME

23 58" SQ.

6"

24"

1 1/2"

A

A

NYLON ORSTAINLESSSTEEL BOLTS (TYP)

1/4" THICK HIGH DENSITY POLYETHYLENE COLLAR

CONTINUOUS PLASTIC WELD (EACH SIDE)

1/2" WIDE STAINLESS STEEL CLAMP (EACH SIDE)

SEE SW PLAN FORPIPE MATERIAL,SIZE, AND INVERT

SET ON 6" COMPACTED2A SUBBASECOMPACTED SUBGRADE

EAST JORDAN IRON WORKS FRAME(V622) AND GRATE (V6622-80) ORAPPROVED EQUAL

SUNTREE TECHNOLOGIESGRATE IN LEFT SKIMMER

BOX OR APPROVED EQUAL

12" MIN. SUMP

6" MIN. AGGREGATE MEETINGGRADATION I-5 (TABLE 901.11 NJDOTSTANDARD SPECIFICATIONS FORROAD AND BRIDGE CONSTRUCTION)OR AASHTO NO. 3.

BED BOTTOM

STANDARD ASPHALT

VARIES

FINISHED GRADE

MIN. 2 1/2" POROUS ASPHALT PAVING

CLEAN-WASHED UNIFORMLYGRADED AASHTO NO. 2 STONE

NON-WOVEN GEOTEXTILEBOTTOM AND SIDES

BED BOTTOMUNCOMPACTED SUBGRADE

± 1" CHOKER COARSE: AASHTO#57 STONE SUFFICIENT TO FILL

LARGE AGGREGATE SPACE

POROUS ASPHALT ABOVEAGGREGATE BED

1 12" BITUMINOUS SURFACE COURSE (9.5M64)3" BITUMINOUS BASE COURSE (19M64)

NOTES:1. IMPERVIOUS LINER SHALL BE CONTINUOUS AND EXTENDCOMPLETELY UP THE SIDES OF ANY STRUCTURES THAT ARELOCATED WITHIN THE LINED AREA.2. IF ADDITIONAL LINER MATERIAL MUST BE ADDED TOEXTEND UP THE STRUCTURES, THE ADDITIONAL LINERSECTIONS ARE TO BE JOINED TO THE REST OF THE LINER WITHAN IMPERVIOUS SEAM PER MANUFACTURERS'RECOMMENDATION.

FINISHED GRADE

MIN. 2 1/2" POROUS ASPHALT PAVING

CLEAN-WASHED UNIFORMLYGRADED AASHTO NO. 2 STONE

NON-WOVEN GEOTEXTILEBOTTOM AND SIDES

UNCOMPACTED SUBGRADE

± 1" CHOKER COARSE: AASHTO#57 STONE SUFFICIENT TO FILL

LARGE AGGREGATE SPACE

IMPERVIOUS LINER TO EXTEND 4 FEET

POROUS ASPHALT LINER AGAINST CURB

2C-601

STORMWATER INLET DETAILNTS

3C-601

HDPE ANTI-SEEP COLLARNTS

5C-601

POROUS AND STANDARD ASPHALT INTERFACENTS

4C-601

IMPERVIOUS LINER AT POROUS PAVING EDGENTS

IMPERVIOUS LINER TO EXTEND 4 FEET

FLUSH CURB, SEE L-SERIES

CONCRETE CURBFINISHED GRADE

CONCRETE CURB6" WIDE X 18" TALLCLASS A CONCRETE

6"

5 12"12"

R = 34"

SET CURB ON MIN. 6"AASHTO 3 OR I-5AGGREGATE

6C-601

CONCRETE VERTICAL CURBNTS

COMPACTED SUBGRADE File:


Date RevisionsNo.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020



EEC MBH MBH



CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT


6/19/2020

STORMWATERMANAGEMENT DETAILS

C-601



1AC-603

OUTLET STRUCTURESLAB AND COVER PLAN VIEW 1"= 1'

2'

8" TYP.

2' 2'

CROSS SECTION A-A' OS-1A

CROSS SECTION B-B' OS-1A

ALUMINUM LADDERBARS PER PWD STD.(OUT OF PLAN)

STANDARD MANHOLE LIDSAND FRAMES

PRECAST 4'X6'CONCRETE BOX

PRECAST TOP SLAB

AASHTO NO. 2 CRUSHEDAGGREGATE COMPACTEDSUBBASE; MIN. 6" THICK

4' L X 6" W WEIREXTEND TO BOTTOM OF BOX

2'

3'8" TYP.

ALUMINUM LADDER BARS(BEYOND)

SWP-5TRANSITION TO SOLID PVCPROTRUDING THROUGH WEIR,CAPPED WITH DRILLED ORIFICE (3.5")SEE SECTION B-B'

A

NOTES:1. REINFORCEMENT FOR STRUCTURES SHALL MEET REQUIREMENTS OF NJDOT.2. PROVIDE 2" WEEPHOLES 6" O.C. AT BOTTOM OF CATCH BASIN.3. CONCRETE BOX, TOP SLAB, AND FRAME/MANHOLE COVER TO BE DESIGNED FOR H20 LOADING.4. MANHOLE FRAME AND GRATE TO BE STD. GRAY IRON

B'

B

INSIDE FACE OFINLET BOX

3"

2"

8" TYP.

SLAB AND COVER PLAN VIEW - OS-1A

PRECAST TOP SLAB

6" THICK CONCRETE OR FABRICATED S.S.WEIR PLATE WITH PLUGGED ORIFICEBOLTED TO SIDES AND BOTTOM OFMANHOLE WITH 3/8" S.S. HILTI HY200EPOXY ANCHOR. ELEVATION AND ORIFICEDIAMETER PER PLAN.

SEALED CAP WITHDRILLED ORIFICE

ALUMINUM LADDERBARS PER PWD STD.CIRCULAR OPENING

FOR MANHOLE COVER

CIRCULAR OPENINGFOR MANHOLE COVER

STANDARD MANHOLE LIDSAND FRAMES

4' L X 6" W WEIREXTEND TO BOTTOM OF BOX

SWP-5PERFORATED PVC PIPE IN

ALUMINUM LADDER

PRECAST 4'X6'CONCRETE BOX

PRECAST TOP SLAB

1BC-603

OUTLET STRUCTURECROSS SECTION A-A' NTS

1CC-603

CROSS SECTION B-B'SLAB AND COVER PLAN VIEW NTS

AASHTO NO. 2 CRUSHEDAGGREGATE COMPACTEDSUBBASE; MIN. 6" THICK

A A'

B'

B

A A'

B'

B

A A'

B'

B

A'

SWP-4 (OUT) SWP-1 (OUT)

SWP-13 (OUT) SWP-10 (OUT)

SWP-5 (IN) SWP-2 (IN) SWP-16 (IN) SWP-11 (IN)

SWP-9 (IN)

SLAB AND COVER PLAN VIEW - OS-1B SLAB AND COVER PLAN VIEW - OS-2A SLAB AND COVER PLAN VIEW - OS-2B

SWP-9 SWP-13 SWP-10SWP-11

131.25

129.75 131.25 130.17

SWP-2TRANSITION TO SOLID PVC

PROTRUDING THROUGHWEIR, CAPPED WITH

DRILLED ORIFICE (1.0")







130.00

129.25 130.00 129.67

CROSS SECTION A-A' OS-1B CROSS SECTION A-A' OS-2A CROSS SECTION A-A' OS-2B

12" SUMP MIN.

TRANSITION TO SOLID PVCPROTRUDING THROUGH

WEIR CAPPED WITHDRILLED ORIFICE

DRILLED ORIFICE12" SUMP MIN.

TRANSITION TO SOLID PVCPROTRUDING THROUGH

WEIR CAPPED WITHDRILLED ORIFICE

CROSS SECTION B-B' OS-1B CROSS SECTION B-B' OS-2A CROSS SECTION B-B' OS-2B

SWP-4 (OUT)

SWP-1 SWP-13 SWP-10

129.75

129.25

131.25

130.00

130.17

129.67




SWP-16TRANSITION T0 SOLID PVC






SWP-9

File:


Date RevisionsNo.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020



EEC MBH MBH



CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT


6/19/2020


C-602



NOTES:

1. ALL AGGREGATES WITHIN POROUS PAVER BED SHALL BE CLEAN-WASHED, DEFINED AS HAVING LESS THAN 0.5% WASH

LOSS, BY MASS, WHEN TESTED PER THE AASHTO T-11 WASH LOSS TEST.

2. CHOKER COURSE AGGREGATE SHALL MEET THE FOLLOWING SPECIFICATIONS (AASHTO NO. 57):

REQUIRED CHOKER COURSE GRADATION

U.S. STANDARD SIEVE SIZE PERCENT PASSING

1-

1

2

" (37.5 mm)

100

1" (25 mm)

95 - 100

1

2

" (19 mm)

25 - 60

#4 (4.75 mm)

0 - 10

#8 (2.36 mm)

0 - 5

3. GEOTEXTILE SHALL CONSIST OF POLYPROPYLENE FIBERS AND MEET THE FOLLOWING SPECIFICATIONS:

GRAB TENSILE STRENGTH (ASTM-D4632) > OR = 120 LBS.

MULLEN BURST STRENGTH (ASTM-D3786) > OR = 225 LBS.

FLOW RATE (ASTM-D4491) > OR = 95 GAL./MIN./FT²

UV RESISTANCE AFTER 500 HRS. (ASTM-D4355) > OR = 70%

HEAT-SET OR HEAT CALENDARED FABRICS ARE NOT PERMITTED

4. POROUS BITUMINOUS ASPHALT:

· BITUMINOUS SURFACE SHALL BE LAID WITH A BITUMINOUS MIX OF 5.75% TO 6% BY WEIGHT DRY AGGREGATE. IN

ACCORDANCE WITH ASTM D6390, DRAIN DOWN OF THE BINDER SHALL BE NO GREATER THAN 0.3%. AGGREGATE

MATERIAL IN THE ASPHALT SHALL BE CLEAN, OPEN-GRADED, AND A MINIMUM OF 75% FRACTURED WITH AT LEAST

ONE FRACTURED FACE BY MECHANICAL MEANS OF EACH INDIVIDUAL PARTICLE LARGER THAN

1

4

", AND IT SHALL

HAVE THE FOLLOWING GRADATIONS:

· NEAT ASPHALT BINDER MODIFIED WITH AN ELASTOMERIC POLYMER TO PRODUCE A BINDER MEETING THE

REQUIREMENTS OF PG 76-22 AS SPECIFIED IN AASHTO MP-1. THE ELASTOMER POLYMER SHALL BE

STYRENE-BUTADIENE-STYRENE (SBS), OR APPROVED EQUAL, APPLIED AT A RATE OF 3% BY WEIGHT OF THE TOTAL

BINDER.

· HYDRATED LIME SHOULD BE ADDED AT A DOSAGE RATE OF 1% BY WEIGHT OF THE TOTAL DRY AGGREGATE TO MIXES

CONTAINING GRANITE. HYDRATED LIME SHALL MEET THE REQUIREMENTS OF ASTM C 977. THE ADDITIVE MUST BE ABLE

TO PREVENT THE SEPARATION OF THE ASPHALT BINDER FROM THE AGGREGATE AND ACHIEVE A REQUIRED TENSILE

STRENGTH RATIO (TSR) OF AT LEAST 80% ON THE ASPHALT MIX WHEN TESTED IN ACCORDANCE WITH AASHTO T 283.

THE ASPHALTIC MIX SHALL BE TESTED FOR ITS RESISTANCE TO STRIPPING BY WATER IN ACCORDANCE WITH ASTM

D-1664. IF THE ESTIMATED COATING AREA IS NOT ABOVE 95 PERCENT, ANTI-STRIPPING AGENTS SHALL BE ADDED TO

THE ASPHALT.

· THE ASPHALTIC MIX SHALL BE TESTED FOR ITS RESISTANCE TO STRIPPING BY WATER IN ACCORDANCE WITH ASTM

D-3625. IF THE ESTIMATED COATING AREA IS NOT ABOVE 95 PERCENT, ANTI-STRIPPING AGENTS SHALL BE ADDED TO

THE ASPHALT.

POROUS ASPHALT WEARING COURSE AGGREGATE GRADATION

U.S. STANDARD SIEVE SIZE PERCENT PASSING BY WEIGHT

5

8

" 100%

1

2

" 95-100%

3

8

" 70-95%

#4 20-40%

#8 10-20%

#40 0-8%

#200 0-3%

130.0130.5131.0131.5132.0132.5133.0

134.0

135.0

129.5129.0

1.25 FT SLOW RELEASE VOL.0.5 FT SLOW RELEASE VOL.

POROUS ASPHALT,SEE DETAIL

STONE BED 2BFOOTPRINT: 1,866 SF

BOT. OF STONE: 129.25TOP OF STONE (VARIES): 131.12 - 132.61

STONE BED 2AFOOTPRINT: 1,469 SF



GEOTEXTILE WRAP ALL SIDES GEOTEXTILE WRAP ALL SIDES

130.0130.5131.0131.5132.0132.5133.0

134.0

129.5129.0

133.5

134.5135.0

134.5

133.5

UNCOMPACTED SUBGRADE, TYP.

LEVEL BOTTOM (UNCOMPACTED)COVERED WITH GEOTEXTILE FABRIC



CLEAN-WASHED AASHTO NO. 2STONE, REFER TO NOTES


EARTHEN BERM

130.0130.5131.0131.5132.0132.5133.0

134.0

135.0

129.5129.0

130.0130.5131.0131.5132.0132.5133.0

134.0

129.5129.0

0.5 FT SLOW RELEASE VOL. 1.25 FT SLOW RELEASE VOL.

133.5

134.5

133.5

134.5135.0


STONE BED 1BFOOTPRINT: 1,991 SF


STONE BED 1AFOOTPRINT: 2,085 SF





GEOTEXTILE WRAP ALL SIDES GEOTEXTILE WRAP ALL SIDES





EARTHEN BERM

132 133 134

8.1%

A A'

B B'

STONE BED 1B STONE BED 1A

STONE BED 2B STONE BED 2A

File:


Date RevisionsNo.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020



EEC MBH MBH



CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT


6/19/2020


C-603

1AC-603

SUBSURFACE STORMWATER STONE BEDSINSET 1" = 20'

1BC-603

SUBSURFACE STORMWATER STONE BEDSA - A' H: 1" = 20' V: 1" = 2'

1CC-603

SUBSURFACE STORMWATER STONE BEDSB - B' H: 1" = 20' V: 1" = 2'



20 0 20 40

1 INCH = 20 FEET

PROP. 12" STORMINV. OUT 129.25

EX. ELECTRIC, VERIFY IN FIELD

EX. ELECTRIC, VERIFY IN FIELDEX. ELECTRIC,VERIFY IN FIELD EX. ELECTRIC, VERIFY IN FIELD

EX COMM., VERIFY IN FIELD

EX. STEAM, APX. 3 FT DP., VERIFY IN FIELD



EX. STEAM, VERIFY IN FIELDEX. STEAM, VERIFY IN FIELD

EX. STEAM, VERIFY IN FIELD

EXISTING I-25PROP. 12" INV. IN 125.97EX. INV OUT 125.76 (TO "INLET 23")

EX. 8" SANITARY, VERIFY IN FIELDINV. APX. 124.51

124.0

125.0

126.0

127.0

128.0

129.0

130.0

131.0

132.0

133.0

EX. ELECTRIC, VERIFY IN FIELD

SWP-1328 LF 12" PVC @ 1.0%

EX. GRADE

File:


Date RevisionsNo.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020



EEC MBH MBH



CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT


6/19/2020


C-604

1C-604

SWP-1 PROFILEPROFILE H: 1" = 20' V: 1" = 2'



20 0 20 40

1 INCH = 20 FEET

CA

RP

EN

TE

R S

TR

EE

T

PU

BLIC

R

OA

D W

AY

60' W

ID

E

LA

ND

S N

OW

O

R F

OR

ME

RLY

O

F

RO

WA

N U

NIV

ER

SIT

Y

BLO

CK

388 LO

T 2

STOP

STOP

REC

CENTER

EDGEWOOD

PARK

APARTMENTS

PARKING LOT B

SOCCER FIELD

INTRAMURAL FIELD

N CAMPUS DR

CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT

at Rowan University

File:


Date Revisions

No.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020

CIVIL ENGINEER

Meliora Design

259 Morgan St.

Phoenixville, PA 19460

t 610.933.0123

Viridian Landscape Studio

3868 Terrace St

Philadelphia, PA 19128

t 215.482.7973

REGISTRATION NUMBER: 21AS00107200

ELECTRICAL ENGINEER

Bruce E Brooks & Associates

2209 Chestnut St.


t 215.569.0400

TRANSPORTATION ENGINEER

McMahon Associates, Inc.

835 Springdale Dr., Ste. 200

Exton, PA 19341

t 610.594.9995

PROJECT SEQUENCE PLAN

L-000

VT TD TD

0 90'60'30'30'

SCALE: 1" = 30'-0"

N

PROJECT LIMIT OPEN TO VEHICULAR

ACCESS BY AUGUST 28, 2020

PROJECT LIMIT OPEN TO VEHICULAR

ACCESS BY OCTOBER 1, 2020

MAINTAIN PEDESTRIAN ACCESS ALONG AT LEAST

ON SIDE OF N. CAMPUS DR. (BETWEEN REC CENTER

AND PARKING LOTS) THROUGHOUT CONSTRUCTION

PROVIDE SIGNAGE:

"NO ACCESS TO

RECREATION CENTER,

MIMOSA HALL, OR LOT B.

FOLLOW DETOUR."

ROCK CONSTRUCTION

ENTRANCE, SEE SHEET C-300.

NO PUBLIC VEHICULAR ACCESS

DURING CONSTRUCTION

MAINTAIN PUBLIC

VEHICULAR ACCESS

TO REC CENTER

PARKING LOT DURING

CONSTRUCTION

GENERAL NOTES

1. PROVIDE TEMPORARY WAYFINDING / DETOUR SIGNAGE AND COORDINATE

LANGUAGE AND LOCATIONS WITH OWNER. ALLOW FOR TEN (10) SIGNS.

AutoCAD SHX Text

D

AutoCAD SHX Text

130.4

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

129.8

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

DUMPSTERS

AutoCAD SHX Text

136.2

AutoCAD SHX Text

BLEACHERS

AutoCAD SHX Text

SOCCER

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

U

AutoCAD SHX Text

U

AutoCAD SHX Text

U

AutoCAD SHX Text

SOCCER GOAL

AutoCAD SHX Text

UJB

AutoCAD SHX Text

UJB

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

F

AutoCAD SHX Text

1

AutoCAD SHX Text

G

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

10

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

F

AutoCAD SHX Text

G

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

10

CA

RP

EN

TE

R S

TR

EE

T

PU

BLIC

R

OA

D W

AY

60' W

ID

E

LA

ND

S N

OW

O

R F

OR

ME

RLY

O

F

RO

WA

N U

NIV

ER

SIT

Y

BLO

CK

388 LO

T 2

11

88

3

STOP

STOP

STEEL PIPE

HANDRAIL

SPEED HUMP,

TYP. OF 2;

SEE NOTE,

THIS SHEET

PARALLEL PARKING, 11

SPACES

REC

CENTER

EDGEWOOD

PARK

APARTMENTS

PARKING LOT B

SOCCER FIELD

INTRAMURAL FIELD

N CAMPUS DR

BACK-IN ANGLED

PARKING, 16 SPACES

CONCRETE FLUSH CURB,

SEE CIVIL DETAILS

REALIGN EXISTING

PARKING, 3 SPACES

ADA CURB RAMP "TYPE

5," TYP. OF 5; SEE NOTE,

THIS SHEET

L-301

A

ADA CURB RAMP "TYPE

2," TYP. OF 3; SEE

NOTE, THIS SHEET

ADA CURB

RAMP "TYPE

6"; SEE NOTE,

THIS SHEET

CONCRETE

RETAINING WALL

L-301

C

CONCRETE FLUSH

CURB AT PAVERS

L-300

C

L-300

D

SITE LEGEND

PAINTED CROSSWALK

STANDARD GRAY CONCRETE

ASPHALT PAVING, SEE CIVIL SHEETS

PERMEABLE ASPHALT PAVING, SEE CIVIL

SHEETS

VEHICLE-RATED BRICK UNIT PAVERS

DEDUCTIVE ALTERNATE: 6" DEPTH STAMPED

PIGMENTED CONCRETE. SEE DETAIL F/L-300.

METAL FENCE TO MATCH EXISTING,

REINSTALL SALVAGED FENCE AS AVAILABLE

6" CONCRETE CURB, SEE CIVIL SHEETS

L-301

F

L-300

E

L-300

A&B

L-301

D&E

CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT

at Rowan University

File:


Date Revisions

No.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020

CIVIL ENGINEER

Meliora Design

259 Morgan St.


t 610.933.0123


3868 Terrace St


t 215.482.7973


ELECTRICAL ENGINEER


2209 Chestnut St.


t 215.569.0400




Exton, PA 19341

t 610.594.9995

SITE IMPROVEMENTS PLAN

L-100

VT TD TD

0 90'60'30'30'

SCALE: 1" = 30'-0"

N

GENERAL NOTES

1. REVIEW CONTRACT DOCUMENTS AND FIELD CONDITIONS BEFORE STARTING

EACH PORTION OF THE WORK. REPORT ERRORS, OMISSIONS, OR

INCONSISTENCIES PROMPTLY TO LANDSCAPE ARCHITECT.

2. CONTACT UTILITY COMPANIES AS REQUIRED BY STATE AND LOCAL REGULATIONS

BEFORE DIGGING TO LOCATE AND MARK EXISTING UTILITIES.

3. EXERCISE CARE IN OPERATIONS TO PROTECT EXISTING UNDERGROUND

UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE EXISTING

UTILITY LINES WITHIN THE CONSTRUCTION AREA. ANY DAMAGE TO EXISTING

FACILITIES CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED OR

REPLACED AT THE CONTRACTOR'S EXPENSE AND APPROVED BY THE OWNER'S

REPRESENTATIVE.

4. BASE SURVEY INFORMATION WAS SUPPLIED BY PENNONI ASSOCIATES ON

MARCH 23RD OF 2015, AND UPDATED AND VERIFIED BY PENNONI ASSOCIATES

01/14/2020. ADDITIONAL UNDERGROUND INVESTIGATION PERFORMED BY

ADVANCED GEOLOGICAL SERVICES ON 01/13/2020 AND FIELD LOCATED BY

PENNONI ASSOCIATES 1/14/2020.

5. ALL QUANTITIES SHOWN ON LISTS AND SCHEDULES IN THESE PLANS ARE FOR

CONVENIENCE. CONTRACTOR SHALL BE RESPONSIBLE FOR QUANTITY TAKE

OFFS. IN SITUATIONS WHERE PLANS CONFLICT WITH QUANTITIES SHOWN IN

LISTS OR SCHEDULES THE QUANTITIES IN THE PLANS SHALL GOVERN.

6. CONTRACTOR SHALL COORDINATE WORK WITH ALL SUBCONTRACTORS.

7. ALL ADA CURB RAMPS PER NJDOT STANDARD DETAILS, LATEST EDITION. RAMPS

SHALL INCLUDE DETECTABLE WARNING SURFACE PER NJDOT, COLOR: RED.

8. SPEED HUMP SHALL BE 3.5" HEIGHT, ASPHALTIC CONCRETE, "WATTS PROFILE,"

PER PENNDOT TRAFFIC CALMING HANDBOOK, LATEST EDITION.

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STOP

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8'-0" TYP.

135°

135°

135°

TYP.

21'-0" TYP.

35'-6"

TYP.

135°

20'-0"

24'-0"

20'-0"

20'-4"

50'-0"

135° TYP.

REC

CENTER

EDGEWOOD

PARK

APARTMENTS

PARKING LOT B

SOCCER FIELD

INTRAMURAL FIELD

N CAMPUS DR

24'-0"

4'-7"

2'-0"

2'-9"

56'-0"

44'-9"

R10'-0"

TYP.

R10'-0"

TYP.

R2'-0"

TYP.

R15'-0"

TYP.R15'-0"

TYP.

R90'-0"

R64'-7"

R10'-0"

R15'-0"

R2'-6"

R2'-0"

R5'-0"

R5'-0"

TYP.

10'-0"

12'-2"

12'-0"

TYP.

5'-6"

6'-0"

15'-6"

5'-0"

4'-7"

6'-0"

6'-0"

2'-0"

TYP.

18'-7"

8'-0" 8'-0"

6'-0"

TYP.

6'-0"

TYP.

6'-2"

12'-8"

9'-7"

1'-9"

135°

N -317.54

E -1052.986'-6"

CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT

at Rowan University

File:


Date Revisions

No.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020

CIVIL ENGINEER

Meliora Design

259 Morgan St.


t 610.933.0123


3868 Terrace St


t 215.482.7973


ELECTRICAL ENGINEER


2209 Chestnut St.


t 215.569.0400




Exton, PA 19341

t 610.594.9995

SITE LAYOUT PLAN

L-101

VT TD TD

0 90'60'30'30'

SCALE: 1" = 30'-0"

N

LAYOUT NOTES

1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ACCEPT CONDITIONS

AND VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL

POTENTIAL OBSTRUCTIONS. SHOULD A CONFLICT EXIST, THE

CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT SO THAT

THE CONFLICT CAN BE RESOLVED WITH A MINIMUM AMOUNT OF

DELAY.

2. DIMENSIONS TO CURBS AND WALLS ARE TO EXPOSED FACES UNLESS

OTHERWISE NOTED.

3. SEE ELECTRICAL DRAWINGS FOR LAYOUT OF SITE LIGHTING.

4. SEE UTILITY DRAWINGS FOR TRENCH BACK FILLING AND SURFACE

REPAIRS NOT SHOWN ON THIS DRAWING.

5. INSTALL ISOLATION JOINTS IN CONCRETE PAVING ABUTTING CURBS,

STEPS, AND OTHER FIXED OBJECTS.

6. THE CONTRACTOR SHALL ENSURE ADA COMPLIANCE FOR

CONSTRUCTION OF ADA FEATURES AND APPURTENANCES

(INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, CURB RAMP, CROSS

SLOPES, RAMP SLOPES, CROSSWALKS, AND LANDINGS) AS DETAILED

IN THE PLANS AND IN ACCORDANCE WITH REFERENCED STANDARD

DRAWINGS, SPECIFICATIONS AND ESTABLISHED ADA GUIDELINES AND

STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD

CHECKING SLOPES AND DIMENSIONS OF ALL FORM WORK FOR

COMPLIANCE PRIOR TO INSTALLATION OF CONCRETE. ROWAN

UNIVERSITY RESERVES THE RlGHT TO INSPECT ANY ADA FEATURES

AND APPURTENANCES AT ANY TIME BEFORE FINAL COMPLETION OF

THE PROJECT AND TO HAVE THE CONTRACTOR REMOVE, REPLACE,

AND/OR CORRECT ANY WORK, AT CONTRACTOR'S COST, THAT IS NOT

IN COMPLIANCE, AS DETERMINED BY THE OWNERS REPRESENTATIVE.

7. ELECTRONIC CAD FILES AVAILABLE TO CONTRACTOR UPON REQUEST.

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AY

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OW

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R F

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RLY

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WA

N U

NIV

ER

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Y

BLO

CK

388 LO

T 2

STOP

STOP

REC

CENTER

EDGEWOOD

PARK

APARTMENTS

PARKING LOT B

SOCCER FIELD

INTRAMURAL FIELD

N CAMPUS DR

RESET "STOP" SIGN (R1-1)

SIGNAGE SCHEDULE

1

RESET DOUBLE-MOUNTED "ONE WAY" SIGN (R6-1)2

"SPEED HUMP" SIGN (W17-1)

3

"15 MPH" ADVISORY SPEED PLAQUE (W13-1P)

4

PEDESTRIAN CROSSING SIGN (W11-2)

5

PEDESTRIAN ARROW (W16-7P)

6

7

RESET WAYFINDING SIGNAGE

8

EXISTING WAYFINDING SIGNAGE TO REMAIN

4" PAINTED PARKING MARKINGS (WHITE)

STRIPING SCHEDULE

A

STOP BAR (WHITE)B

SOLID DOUBLE CENTERLINE STRIPING (YELLOW)

C

D

E

SPEED HUMP CHEVRON MARKINGS (WHITE)

PEDESTRIAN CROSSING (WHITE), SEE DETAIL F/L-301

NOTES:

1. SEE DETAIL B/L-301 FOR SIGNAGE FOOTING AND POST INSTALLATION

2. ALL SIGNAGE SHALL COMPLY WITH CURRENT NJDOT STANDARDS AND

GUIDELINES

NOTES:

1. ALL STRIPING SHALL COMPLY WITH CURRENT MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD) AND NJDOT STANDARDS AND

GUIDELINES

X X

CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT

at Rowan University

File:


Date Revisions

No.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020

CIVIL ENGINEER

Meliora Design

259 Morgan St.


t 610.933.0123


3868 Terrace St


t 215.482.7973


ELECTRICAL ENGINEER


2209 Chestnut St.


t 215.569.0400




Exton, PA 19341

t 610.594.9995

SITE SIGNAGE PLAN

L-102

VT TD TD

0 90'60'30'30'

SCALE: 1" = 30'-0"

N

1

8

7

3

1

6

5

2

3

7

8

4

4

E

E

D

A

C

B

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TYP.

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8

5

6

C

C

C

C

A

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CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT

at Rowan University

File:


Date Revisions

No.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020

CIVIL ENGINEER

Meliora Design

259 Morgan St.


t 610.933.0123


3868 Terrace St


t 215.482.7973


ELECTRICAL ENGINEER


2209 Chestnut St.


t 215.569.0400




Exton, PA 19341

t 610.594.9995

SITE DETAILS

L-300

VT TD TD

C

L-300

CONCRETE FLUSH CURB AT PAVERS

NTS

A

L-300

CONCRETE PAVING

NTS

B

L-300

CONCRETE JOINTS

NTS

E

L-300

VEHICULAR UNIT PAVERS

NTS

3-1/8"x4"x8" BRICK PAVER; SAND SWEPT

JOINTS. SET PAVER FLUSH WITH FINISH

GRADE.

BITUMEN SETTING BED

2A MODIFIED STONE

COMPACTED SUBGRADE

CONCRETE SLAB

3 1

/8

"

3/4

"

6"

4" M

IN

.

2" DIA. WEEPHOLES @ 100 SF O.C.;

STAGGERED FILLED WITH AGGREGATE,

COVERED WITH NON-WOVEN GEOTEXTILE.

NOTES:

1. BRICK PAVER BASIS-OF-DESIGN

PRODUCT: MFR. HANOVER "TRADITIONAL

PREST BRICK" PAVER WITH BEVELED

EDGE. COLOR: 70% "QUARRY RED," 15%

"RED #15," 15% "CHOCOLATE"

2. BRICK CUTS ARE TO BE MACHINE CUTS.

3. LEAVE NO CUT BRICK SIDE LESS THAN 4".

4. USE EXPANSION JOINT AT BUILDING,

CURB & RIGID STRUCTURES.

5. ALIGN CONTROL JOINTS IN CONCRETE

SLAB PERPENDICULAR TO CURB EVERY 8'.

45° HERRINGBONE BRICK PATTERN

PERPENDICULAR TO CURB

EXPANSION JOINT AT CONCRETE SLAB

BELOW PAVERS

SECTION

PLAN

PRIMER COAT

6"X6" WWM, 2" CLEAR

CONCRETE CURB, SEE DETAIL C, THIS SHEET

(ALSO, EXISTING RAISED CURB)

4"

4'-6

" U

NL

ES

S

OT

HE

RW

IS

E N

OT

ED

VARIES; SEE PLAN

SECTION

PLAN

COMPACTED AGGREGATE BASE

COMPACTED SUBGRADE

4"

NOTES:

1. LOCATE ISOLATION/ EXPANSION

JOINTS AT INTERVALS OF 50 FEET

MAX. AND AT ALL VERTICAL

SURFACES, UNLESS OTHERWISE

INDICATED. OBTAIN ARCHITECT'S

APPROVAL OF EXPANSION JOINT

LOCATION BEFORE PLACEMENT.

2. LOCATE CONTRACTION JOINTS AT

INTERVALS OF 4'-6" FEET, UNLESS

OTHERWISE INDICATED. OBTAIN

ARCHITECT'S APPROVAL OF

SCORING LAYOUT BEFORE

PLACEMENT.

3. SEE DETAIL B THIS SHEET FOR

TYPICAL PAVEMENT JOINT DETAILS.

3500 PSI BROOM FINISH CONCRETE

NON-WOVEN GEOTEXTILE FABRIC

C.J.

C.J.

ISOLATION/EXPANSION JOINT

CONTRACTION JOINT

CONSTRUCTION JOINT

1/2" PRE-MOLDED EXPANSION

JOINT MATERIAL

1" DEEP X 1/4" WIDE TOOLED

JOINT W/ 1/8" RADIUS

TOOL EACH SIDE, 1/8" RADIUS

NON-SHRINK ELASTOMERIC

JOINT SEALING COMPOUND

PREVENT BOND

PRE-MOLDED BACKER ROD

10

"

6"

ASPHALT PAVING,

SEE CIVIL SHEETS

3500 PSI CAST-IN-PLACE

CONCRETE CURB

UNIT PAVERS

COMPACTED

SUBGRADE

#5 REBAR, TYP. MIN. 2"

CLEAR

L-300

E

#4 REBAR DOWEL AND

SLEEVE EVERY 4'-0" O.C.

4" MIN.

AGGREGATE BASE, SEE

CIVIL SHEETS

EXPANSION JOINT

D

L-300

CONCRETE FLUSH CURB AT POROUS ASPHALT

NTS

10

"

6"

ASPHALT PAVING,

SEE CIVIL SHEETS

3500 PSI CAST-IN-PLACE

CONCRETE CURB

POROUS ASPHALT

PAVING, SEE CIVIL

SHEETS

AGGREGATE BASE, SEE

CIVIL SHEETS

COMPACTED

SUBGRADE

#5 REBAR, TYP. MIN. 2"

CLEAR

F

L-300

6" STAMPED CONCRETE (DED. ALT. ONLY)

NTS

COMPACTED SUBGRADE

2A MODIFIED STONE

6"

6"

NOTES:

1. USE EXPANSION JOINT AT BUILDING,

CURB & RIGID STRUCTURES.

2. LAP W.W.F. 8" MINIMUM.

W.W.F.

2"

45° HERRINGBONE STAMPED BRICK

PATTERN PERPENDICULAR TO CURB

EXPANSION JOINT

CONCRETE CURB (AT ROADWAY EDGE

ONLY; ELIMINATE CONCRETE EDGE

RESTRAINT SHOWN ON PLAN BETWEEN

CONCRETE AND ASPHALT ROADWAY)

3500 PSI PIGMENTED CONCRETE, COLOR:

MFR. SCOFIELD, CHROMIX P ADMIXTURE,

SORRENTO RED, OR APPROVED EQUAL

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PLAN

CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT

at Rowan University

File:


Date Revisions

No.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020

CIVIL ENGINEER

Meliora Design

259 Morgan St.


t 610.933.0123


3868 Terrace St


t 215.482.7973


ELECTRICAL ENGINEER


2209 Chestnut St.


t 215.569.0400




Exton, PA 19341

t 610.594.9995

SITE DETAILS

L-301

VT TD TD

C

L-301

CONCRETE RETAINING WALL

NTS

2" MIN.

VA

RIE

S, 1

8" M

AX

. H

T.

COMPACTED AGGREGATE,

WRAP W/ NON-WOVEN FILTER

FABRIC

SUBGRADE COMPACTED TO

95% MODIFIED PROCTOR

DENSITY

ADJACENT PAVING

1'-0"

#5 REBAR @ 24" O.C.

#4 REBAR @ 18" O.C.,

EACH WAY, TYP.

4500 PSI PIGMENTED CONCRETE

WALL. COLOR: STANDARD GRAY,

TROWEL FINISH. W/ 3/4" CHAMFER,

OUTSIDE EDGES, TYP.

3'-0

"6

"

SECTION

PLANTING BED

FENCE POST

L-301

D

4"

30"

FINISH GRADE

SLEEVE AND GROUT

POST IN PLACE

FENCE POST, MATCH EXISTING

FENCE TYPE AND COLOR

CONC RETAINING WALL

L-301

C

2" MIN.

FENCE FOOTING AT RETAINING WALL

NTSL-301

D

FENCE FOOTING

NTSL-301

E

36"

8"Ø

FINISH GRADE

3000 PSI CONCRETE FOOTING,

SLOPE TOP OF FOOTING AWAY

FROM POST

FENCE POST, MATCH

EXISTING TYPE AND COLOR

28"

3"

4"

2A MODIFIED STONE

F

L-301

CROSSWALK STRIPING

NTS

WALKWAY

WALKWAY, C.L.

ROAD

PAINT STRIPES

PERPENDICULAR TO

WALKWAY CENTERLINE

2'-0"

2'-0"

8'-0"

ROAD, C.L.

EQ

UA

L

EQ

UA

L

B

L-301

SIGNAGE FOOTING

NTS

1. CENTER SIGN ON POST

HORIZONTALLY.

2. INSTALL SIGN POSTS 4' FROM EDGE

OF PAVEMENT EXCEPT FOR

ACCESSIBLE PARKING SIGNS. INSTALL

ACCESSIBLE PARKING SIGNS 2' FROM

EDGE OF PAVEMENT IN GRASS. DO

NOT INSTALL IN SIDEWALK.

3. REFER TO LOCAL D.O.T. GUIDELINES

AND MUNICIPAL SIGN ORDINANCE AS

APPLICABLE.

NOTES:

2"

3"

2'-7"

1'-0"

7'

VA

RIE

S

2"

SIGN, BOLT TO POLE W/

STAINLESS TAMPERPROOF

HARDWARE

3" x 3"WHITE ALUMINUM

POST

FINISH GRADE

SUBGRADE COMPACTED

TO 95% MODIFIED

PROCTOR DENSITY

3500 PSI CONCRETE

FOOTER

VARIES

E.Q. E.Q.

A

L-301

PIPE HANDRAIL

NTS

1

1

2

" DIA. STEEL PIPE HANDRAIL.

COLOR: BLACK; MOUNT IN

SLEEVES AND GROUT

CONCRETE FOOTING

3'-0" M

IN

.

34", T

YP

.

1'-0"

1'-0"

COMPACTED AGGREGATE.

WRAP STONE IN

NON-WOVEN GEOTEXTILE

FABRIC

R

4

"

6"

TY

P.

3"

TOP OF FOOTING 3" BELOW

FINISH GRADE

FINISH GRADE

NOTE: PROVIDE

INTERMEDIATE VERTICAL

SUPPORTS EVERY 5' AS

NECESSARY

12"

12"

3'-0" M

IN

.

R

4

"

12"

1'-0"

R

A

M

P

S

L

O

P

E

1

:1

2

M

A

X

12" M

IN

.

12" M

IN

.

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PLANTING LEGEND

LARGE DECIDUOUS TREE

SMALL DECIDUOUS TREE

DECIDOUS/EVERGREEN SHRUB

CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT

at Rowan University

File:


Date Revisions

No.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020

CIVIL ENGINEER

Meliora Design

259 Morgan St.


t 610.933.0123


3868 Terrace St


t 215.482.7973


ELECTRICAL ENGINEER


2209 Chestnut St.


t 215.569.0400




Exton, PA 19341

t 610.594.9995

LP100

VT TD TD

MA

TC

HL

IN

E

SE

E S

HE

ET

L

P-1

01

0 60'40'20'30'

SCALE: 1" = 20'-0"

20'

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N

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PLANTING LEGEND

LARGE DECIDUOUS TREE

SMALL DECIDUOUS TREE

DECIDOUS/EVERGREEN SHRUB

CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT

at Rowan University

File:


Date Revisions

No.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020

CIVIL ENGINEER

Meliora Design

259 Morgan St.


t 610.933.0123


3868 Terrace St


t 215.482.7973


ELECTRICAL ENGINEER


2209 Chestnut St.


t 215.569.0400




Exton, PA 19341

t 610.594.9995

LP101

VT TD TD

0 60'40'20'30'

SCALE: 1" = 20'-0"

20'

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MA

TC

HL

IN

E

SE

E S

HE

ET

L

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00

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120

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100

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130

PLANTING LEGEND

BOUTELOUA GRACILIS

'BLONDE AMBITION'

LP50 PLUG @ 12" O.C.

DESCHAMPSIA

CESPITOSA 'GOLDTAU'


PANICUM 'SHENANDOAH'


ASTER OBLONGIFOLIUS

'OCTOBER SKIES''


ECHINACEA PURPUREA


SOLIDAGO RUGOSSA

'FIREWORKS'


LAWN

6200 SF

BULB - DAFFODIL

6" O.C.

BULB - TULIP

6" O.C.

CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT

at Rowan University

File:


Date Revisions

No.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020

CIVIL ENGINEER

Meliora Design

259 Morgan St.


t 610.933.0123


3868 Terrace St


t 215.482.7973


ELECTRICAL ENGINEER


2209 Chestnut St.


t 215.569.0400




Exton, PA 19341

t 610.594.9995

GRASSES & PERENNIALSPLANTING PLAN

LP102

VT TD TD

0 60'40'20'30'

SCALE: 1" = 20'-0"

20'

MA

TC

HL

IN

E

SE

E S

HE

ET

L

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03

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635

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15

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15

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3

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655

SR

15

EP

15

SO

15

PLANTING LEGEND

BOUTELOUA GRACILIS

'BLONDE AMBITION'


DESCHAMPSIA

CESPITOSA 'GOLDTAU'


PANICUM 'SHENANDOAH'


ASTER OBLONGIFOLIUS

'OCTOBER SKIES''


ECHINACEA PURPUREA


SOLIDAGO RUGOSSA

'FIREWORKS'


LAWN

6200 SF

BULB - DAFFODIL

6" O.C.

BULB - TULIP

6" O.C.

CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT

at Rowan University

File:


Date Revisions

No.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020

CIVIL ENGINEER

Meliora Design

259 Morgan St.


t 610.933.0123


3868 Terrace St


t 215.482.7973


ELECTRICAL ENGINEER


2209 Chestnut St.


t 215.569.0400




Exton, PA 19341

t 610.594.9995

LP103

VT TD TD

0 60'40'20'30'

SCALE: 1" = 20'-0"

20'

GRASSES & PERENNIALSPLANTING PLAN

N

MA

TC

HL

IN

E

SE

E S

HE

ET

L

P-1

02

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10

CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT

at Rowan University

File:


Date Revisions

No.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020

CIVIL ENGINEER

Meliora Design

259 Morgan St.


t 610.933.0123


3868 Terrace St


t 215.482.7973


ELECTRICAL ENGINEER


2209 Chestnut St.


t 215.569.0400




Exton, PA 19341

t 610.594.9995

PLANTING DETAILS

LP300

VT TD TD

C

LP300

PLUG AND CONTAINER PLANTING

NTS

A

LP300

TREE PLANTING

NTS

B

LP300

SHRUB PLANTING

NTS

EQUAL

3'-0"Ø

EQUAL EQUAL

PLANTING SOIL

SOIL SAUCER: 3" HIGH


FINISH GRADE

1. CUT & REMOVE BINDINGS AROUND TRUNK

AND REMOVE BURLAP FROM TRUNK AND ROOT

BALL.

2. REMOVE CONTAINER, IF ANY.

3. SET ROOTBALL ON UNDISTURBED SUBGRADE

LEVEL OR ON SLIGHTLY RAISED MOUND.

GENERAL NOTES:

MULCH; 3" SETTLED DEPTH

TREE SHALL BEAR SAME RELATION TO FINISH

GRADE AS TO NURSERY EXISTING GRADE. DO

NOT COVER ROOT FLARE.

NOTE:

MULCH ALL LANDSCAPE BEDS.

SHRUB SHALL BEAR SAME RELATION TO

FINISH GRADE AS TO NURSERY EXISTING

GRADE. DO NOT COVER ROOT FLARE.

1. SEPARATE AND SPREAD OUT AND

POT-BOUND ROOTS.

2. MULCH GROUPINGS OF TREES AND SHRUBS

AS CONTINUOUS BED.

EQUALEQUAL EQUAL

MULCH SAUCER: 3" HIGH

DEPTH OF BACKFILLED TOPSOIL TO MATCH

DEPTH OF ROOTBALL


3'Ø

MULCH; 3" SETTLED DEPTH

SEE PLANTING SCHEDULE

FOR SPACING

O

.

C

.

S

P

A

C

I

N

G

O.C.

SPACING

O

.

C

.

S

P

A

C

I

N

G

W

PLAN

W

1. DIP ROOTS INTO WATER ABSORBENT GEL

IMMEDIATELY BEFORE PLANTING

2. SEPARATE AND SPREAD OUT ANY

POT-BOUND ROOTS


NOTES:

6" PLANTING SOIL

VARIES; SEE SPECIFICATIONS & PLANT

SCHEDULE

PLUG OR 1 GAL. CONTAINER PLANT

3" MULCH, SETTLED DEPTH

HERBACEOUS PLUG OR 1 GAL.

CONTAINER PLANT

PLANTING NOTES

1. PLANT MATERIAL SUBSTITUTIONS SHALL NOT BE MADE WITHOUT THE

WRITTEN APPROVAL OF LANDSCAPE ARCHITECT. THE SUBSTITUTION

OF MATERIALS DIFFERING IN KIND, QUALITY, OR SIZE FROM THAT

SPECIFIED WILL BE ALLOWED ONLY AFTER THE LANDSCAPE

ARCHITECT IS CONVINCED THAT ALL MEANS OF OBTAINING THE

SPECIFIED MATERIALS HAVE BEEN EXHAUSTED. CONTRACTOR SHALL

PROVIDE WRITTEN ASSURANCE THAT ALL MATERIALS NECESSARY TO

COMPLETE THE PROJECT HAVE BEEN LOCATED AND ALL REQUESTS

FOR SUBSTITUTIONS MUST BE SUBMITTED NO LATER THAN TWO

WEEKS PRIOR TO THE INITIATION OF THE PROJECT.

2. PLANT MATERIAL QUALITY, SIZE AND CONDITION SHALL BE IN

ACCORDANCE WITH AMERICAN STANDARD FOR NURSERY STOCK,

MOST CURRENT EDITION, AS PUBLISHED BY THE AMERICAN

ASSOCIATION OF NURSERYMEN.

3. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY. ALL

PLANTS SHALL HAVE NORMAL, WELL DEVELOPED BRANCHES AND

VIGOROUS ROOT SYSTEMS. THEY SHALL BE SOUND, HEALTHY,

VlGOROUS, FREE FROM DEFECTS, DISFIGURING KNOTS, ABRASIONS

OF THE BARK, SUNSCALD INJURIES, PLANT DISEASES, INSECT EGGS,

BORES AND ALL OTHER FORMS OF INFECTIONS.

4. UNLESS OTHERHISE STATED ON THE DRAWINGS OR APPROVED BY

THE OWNER'S REPRESENTATIVE, ALL PLANTS SHALL BE NURSERY

GROWN AND SHALL BE TAGGED WITH NURSERY LABELS INDICATING

SPECIES AND VARIETY.

5. BALLED AND BURLAPPED PLANT MATERIAL SHALL HAVE A SOLID BALL

OF EARTH OF MINIMUM SPECIFIED SIZE AND HELD IN PLACE

SECURELY BY BURLAP AND A STOUT TWINE OR ROPE. BROKEN OR

LOOSE BALLS WILL BE REJECTED.

6. STAKE LOCATIONS OF PLANT MATERIALS BEFORE EXCAVATING PLANT

PITS FOR REVIEW IN FIELD BY LANDSCAPE ARCHITECT.

7. COORDINATE LOCATIONS OF PLANTINGS WITH UTILITIES. OBTAIN

"AS-BUILT" PLAN OF UTILITIES BEFORE BEGINNING PLANTING. REVIEW

WITH LANDSCAPE ARCHITECT.

8. REPAIR VEGETATIVE COVER OVER UTILITY TRENCHES NOT SHOWN

ON THIS DRAWING.

9. PROVIDE THE QUANTITY OF EACH PLANT INDICATED ON THE

PLANTING PLAN IF THOSE QUANTITIES DO NOT AGREE WITH THE

PLANTING SCHEDULE.

10. EXPOSE ROOT FLARE. REMOVE ALL EXCESS SOIL ON TOP OF

ROOTBALL AND SET BASE OF ROOT FLARE AT FINISH GRADE.

11. CONTRACTOR IS LIABLE FOR ANY LOSS OR DAMAGE TO ANY WORK

OR MATERIALS, SUPPLIES AND EQUIPMENT ON THE JOB SITE CAUSED

BY THE CONTRACTOR, ITS EMPLOYEES OR ANY OTHER UNFORESEEN

CAUSE UNTIL FINAL ACCEPTANCE OF PROJECT BY ROWAN

UNIVERSITY

PLANTING WARRANTY

1. CONTRACTOR SHALL FURNISH A CERTIFICATE OF WARRANTY AND A

GUARANTEE OF WORK AND MATERIALS FOR A ONE-YEAR PERIOD

FROM DATE OF FINAL ACCEPTANCE. FINAL PAYMENT FOR THE

SYSTEM SHALL NOT BE MADE UNLESS THIS CERTIFICATE IS

PRESENTED TO THE OWNER.

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%%UNOTES:

CA

RP

EN

TE

R S

TR

EE

T

PU

BLIC

R

OA

D W

AY

60' W

ID

E

LA

ND

S N

OW

O

R F

OR

ME

RLY

O

F

RO

WA

N U

NIV

ER

SIT

Y

BLO

CK

388 LO

T 2

STOP

STOP

QC QCQC

QC QC

QC

QC QC

QC

POC

PR

REC

CENTER

EDGEWOOD

PARK

APARTMENTS

PARKING LOT B

SOCCER FIELD

INTRAMURAL FIELD

N CAMPUS DR

IRRIGATION LEGEND

SCH. 40 PVC IRRIGATION MAINLINE

SCH. 40 PVC SLEEVE

QCQUICK CONNECT COUPLER

IN VALVE BOX

BALL VALVE IN VALVE BOX

LI300

A

LI300

C

LI300

D

PRPRESSURE REGULATING

VALVE IN VALVE BOXLI300

B

POC APPROXIMATE POINT OF CONNECTION,

CONTRACTOR SHALL FIELD VERIFY

CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT

at Rowan University

File:


Date Revisions

No.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020

CIVIL ENGINEER

Meliora Design

259 Morgan St.


t 610.933.0123


3868 Terrace St


t 215.482.7973


ELECTRICAL ENGINEER


2209 Chestnut St.


t 215.569.0400




Exton, PA 19341

t 610.594.9995

IRRIGATION PLAN

LI100

VT TD TD

0 90'60'30'30'

SCALE: 1" = 30'-0"

N

IRRIGATION NOTES

1. WORK CONSISTS OF INSTALLING QUICK CONNECT HOSE BIBS,

INCLUDING PIPE AND EQUIPMENT AS SHOWN ON THESE PLANS, DETAILS,

AND SPECIFICATIONS. THE CONTRACTOR PERFORMING THIS WORK

SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS AND PERMITS

NECESSARY FOR THE COMPLETION OF THIS WORK .

2. THE IRRIGATION SYSTEM IS DESGNED FOR AN APPROXIMATE MINIMUM

OPERATING PRESSURE OF 50 PSI. CONTRACTOR SHALL FIELD VERIFY

PRESSURE PRIOR TO INITIATION OF CONSTRUCTION. THIS INFORMATION

SHALL BE PROVIDED TO THE LANDSCAPE ARCHITECT FOR APPROVAL

PRIOR TO PROCEEDING.

3. CONTRACTOR SHALL PROTECT ALL EXISTING TREE AND SHRUB ROOT

ZONES WHEN TRENCHING. THERE SHALL BE NO MECHANICAL

TRENCHING WITHIN THE DRIP LINE OF TREES. ANY EXCEPTIONS WILL

NEED TO BE SUBMITTED TO LANDSCAPE ARCHITECT FOR APPROVAL.

EXISTING TREES INCLUDE THOSE SHOWN ON THE PLANS AS WELL AS

THOSE NOT IDENTIFIED ON THE SURVEY.

4. REFER TO IRRIGATION DETAILS, SPECIFICATIONS, AND

MANUFACTURER'S RECOMMENDATIONS FOR ALL INSTALLATION

PROCEDURES NOT FULLY DESCRIBED ON THE PLANS.

5. ALL BACK FILLING SHALL BE CLEAN MATERIAL FROM EXCAVATION.

MATERIAL SHALL BE COMPACTED TO 85% PROCTOR DENSITY IN 6" LIFTS,

AND BACKFILLED TRENCH FINISH GRADE SHALL BE EVEN WITH EXISTING

GRADES AFTER COMPACTION. REPLACE ANY PLANT MATERIAL

DISTURBED DURING TRENCHING AND BACKFILL.

6. IRRIGATIONS PLANS ARE DIAGRAMMATIC AND APPROXIMATE DUE TO

SCALE OF DRAWINGS. ALL VALVES SHALL BE LOCATED IN PLANTING

AREAS WHERE SHOWN AND ALL PIPING SHALL BE INSTALLED PRIOR TO

LANDSCAPING OR PAVING WORK. NO TEES, ELLS, OR OTHER TURNS IN

PIPING SHALL BE LOCATED UNDER PAVING. CAP ALL ENDS HAND TIGHT

PRIOR TO BACKFILL.

7. ALL IRRIGATION PIPING LOCATED UNDER PAVED AREAS SHALL BE

SLEEVED, AND AS SHOWN ON THE PLANS.

8. COMPLY WITH REQUIREMENTS AND ORDINANCES OF THE UNIFORM

PLUMBERS CODE.

APPX. LOCATION OF

NEW IRRIGATION

MAINLINE, N.I.C.

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D

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130.4

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PARKING

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PARKING

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PARKING

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129.8

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PARKING

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PARKING

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DUMPSTERS

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136.2

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BLEACHERS

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SOCCER

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PARKING

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PARKING

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PARKING

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U

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U

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U

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SOCCER GOAL

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UJB

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UJB

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10

CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT

at Rowan University

File:


Date Revisions

No.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020

CIVIL ENGINEER

Meliora Design

259 Morgan St.


t 610.933.0123


3868 Terrace St


t 215.482.7973


ELECTRICAL ENGINEER


2209 Chestnut St.


t 215.569.0400




Exton, PA 19341

t 610.594.9995

IRRIGATION DETAILS

LI300

VT TD TD

A

LI300

QUICK CONNECT VALVE

NTS

C

LP300

BALL VALVE

NTS

3-INCH MINIMUM DEPTH OF 3/4-INCH

WASHED GRAVEL

6" ROUND VALVE BOX WITH COVER

3/4-INCH QUICK-COUPLING VALVE:

RAIN BIRD MODEL 33DLRC OR

APPROVED EQUAL

PVC SCH 80 NIPPLE

(LENGTH AS REQUIRED)

PVC SCH 80 NIPPLE

(LENGTH AS REQUIRED)

2" x 2" HARDWOOD STAKE WITH

STAINLESS STEEL GEAR CLAMPS

OR EQUIVALENT SUPPORT SYSTEM

BRICK, TYP. OF 2

PVC SCH 40 STREET ELL

PVC SCH 40 TEE OR ELL

PVC MAINLINE PIPE

PVC SCH 40 ELL

PVC SCH 40 STREET ELL

NOTES:

1. FURNISH FITTINGS AND PIPING NOMINALLY

SIZED IDENTICAL TO NOMINAL QUICK

COUPLING VALVE INLET SIZE.

FINISH GRADE

6-INCH ROUND LOCKING

VALVE BOX WITH COVER

1-1/2 INCH BRASS BALL VALVE

FINISH GRADE

PVC UNION

PVC MAINLINE PIPE

BRICK, TYP. OF 3

3-INCH MINIMUM DEPTH OF

3/4-INCH WASHED GRAVEL

HARDSCAPE SURFACE,

MATERIAL VARIES

FINISH GRADE

PVC MAINLINE

PIPE

PIPE SLEEVE,

SCH. 40 PVC

SAND ABOVE AND

BELOW PIPE

COMPACTED

SUBGRADE

AGGREGATE BASE

24"

MIN.

6"

MIN.NOTES:

1. SLEEVE SIZE MIN 2X SIZE OF

PIPES BEING SLEEVED.

2. INSTALL ONE PIPE PER SLEEVE.

D

LI300

PIPE SLEEVE

NTS

B

LP300

PRESSURE REGULATING VALVE

NTS

12 BY 18-INCH LOCKING

VALVE BOX WITH COVER

1-1/2 INCH BRASS PRESSURE

REGULATING VALVE

FINISH GRADE

PRESSURE GAUGE

PVC MAINLINE PIPE

BRICK, CONTINUOUS

AT BOX PERIMETER

3-INCH MINIMUM DEPTH OF

3/4-INCH WASHED GRAVEL

FLOW

PVC-TO-METAL TRANSITION

UNION, TYP.

FLOW

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CA

RP

EN

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R S

TR

EE

T

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BLIC

R

OA

D W

AY

60' W

ID

E

LA

ND

S N

OW

O

R F

OR

ME

RLY

O

F

RO

WA

N U

NIV

ER

SIT

Y

BLO

CK

388 LO

T 2

STOP

STOP

REC

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EDGEWOOD

PARK

APARTMENTS

PARKING LOT B

SOCCER FIELD

INTRAMURAL FIELD

N CAMPUS DR

REMOVE AND DISPOSE EXISTING PEDESTRIAN LIGHT

LIGHTING SCHEDULE

A

B

C

D

PROPOSED PEDESTRIAN LIGHT LOCATION, INCL.POLE AND LED

FIXTURE HEAD. SEE ELECTRICAL SHEETS.

CALL BOX TO BE RELOCATED

PROPOSED CALL BOX LOCATION

E

QTY

7

11

1

1

5

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G

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FIXTURE HEAD. SEE ELECTRICAL SHEETS.

5

FIELD LIGHTING TO REMAIN 1

CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT

at Rowan University

File:


Date Revisions

No.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

PHASE 1 - 100% CDS

JUNE 19, 2020

CIVIL ENGINEER

Meliora Design

259 Morgan St.


t 610.933.0123


3868 Terrace St


t 215.482.7973


ELECTRICAL ENGINEER


2209 Chestnut St.


t 215.569.0400




Exton, PA 19341

t 610.594.9995

LIGHTING LAYOUT PLAN

LE100

VT TD TD

0 90'60'30'30'

SCALE: 1" = 30'-0"

N

B B BBABB

A A B

A

B B

A

E F E

F E FH

C

D E A

F

B

B

A

F

E

77.6129 120'-0" 120'-0" 75'-0" 120'-0"

62'-0"

8'-0"

4'-0"

TYP.

60'-0" 60'-0"

28'-0"

2'-0"

TYP.

2'-0"

TYP.

60'-0" 60'-0" 60'-0" 60'-0"

2'-0"

TYP.

35'-2"

20'-8"32'-5"

2'-0"

1'-10"

2'-6"

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D

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130.4

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PARKING

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PARKING

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PARKING

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129.8

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PARKING

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PARKING

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DUMPSTERS

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136.2

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BLEACHERS

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SOCCER

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PARKING

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PARKING

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PARKING

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U

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U

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U

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EJB

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EJB

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EJB

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EJB

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EJB

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SOCCER GOAL

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UJB

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UJB

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CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT


File:


Date Revisions

No.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

CIVIL ENGINEER

Meliora Design

259 Morgan St.


t 610.933.0123


3868 Terrace St


t 215.482.7973

REGISTRATION NUMBER: LA002606

ELECTRICAL ENGINEER


2209 Chestnut St.


t 215.569.0400




Exton, PA 19341

t 610.594.9995

PHASE 1 - 100% CDS

JUNE 19, 2020

ELECTRICAL COVER SHEET

E-000

SAS CAT XX

GENERAL NOTES:

ABBREVIATIONS

POWER

LIGHTING

BRANCH CIRCUIT WIRING (WHERE SHOWN)

ELECTRICAL SYMBOL LISTELECTRICAL WORK - GENERAL DEMOLITION NOTES:

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1. THE PLANS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE THE PLANS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED TO MARK EXACT LOCATIONS OF DEVICES. IN ALL CASES, LANDSCAPE PLANS AND DETAILS AND ACCOMPANYING DIMENSIONS SHALL BE USED FOR EXACT LOCATIONS OF DEVICES. 2. EXAMINE JOB SITE AND VERIFY ALL SITE CONDITIONS PRIOR TO EXAMINE JOB SITE AND VERIFY ALL SITE CONDITIONS PRIOR TO SIGNING CONTRACT. BRING ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AND THE ACTUAL FIELD CONDITIONS TO THE ATTENTION OF THE ENGINEER. 3. THE TERM "PROVIDE" SHALL MEAN "FURNISH AND INSTALL". THE TERM "PROVIDE" SHALL MEAN "FURNISH AND INSTALL". 4. 'ARCHITECT' REFERENCED HEREIN SHALL REFER TO LANDSCAPE 'ARCHITECT' REFERENCED HEREIN SHALL REFER TO LANDSCAPE ARCHITECT AND CIVIL ENGINEER. 5. CALL BEFORE YOU DIG NEW JERSEY'S ONE CALL CENTER. DIAL CALL BEFORE YOU DIG NEW JERSEY'S ONE CALL CENTER. DIAL 8-1-1 or 1 (800) 272-1000.

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PULL BOX

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POLE LIGHTING FIXTURE

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BRANCH CIRCUIT WIRING AND/OR CONDUIT WITH WIRE, CONCEALED IN FLOOR

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OR BELOW GRADE. PROVIDE GROUND WIRES IN PVC CONDUITS WHERE PVC

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CONDUITS ARE PERMITTED.

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BRANCH CIRCUIT WIRING AND/OR CONDUIT WITH WIRE, EXPOSED

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BELOW CEILING

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DRAWING SCHEDULE

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DRAWING TITLE

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DRAWING

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NUMBER

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E-000

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ELECTRICAL COVER SHEET

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06/19/2020

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DATE

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ISSUE

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ISSUED FOR PERMIT

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E-100

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ELECTRICAL LIGHTING SITE PHOTOMETRIC PLAN

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E-101

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ELECTRICAL SITE POWER PLAN

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E-200

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ELECTRICAL LIGHTING FIXTURE SCHEDULE

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1. COORDINATE WITH SITE CONTRACTOR TO DISCONNECT POWER TO COORDINATE WITH SITE CONTRACTOR TO DISCONNECT POWER TO EXISTING LIGHTING POLES BEING REMOVED. 2. COORDINATE DEVICES TO BE SALVAGED AND REUSED BY OWNER COORDINATE DEVICES TO BE SALVAGED AND REUSED BY OWNER PRIOR TO DEMOLITION. TURN OVER ALL SUCH DEVICES TO OWNER IN ORIGINAL CONDITION. DISPOSAL OF EQUIPMENT NOT TO BE SALVAGED IS RESPONSIBILITY OF ELECTRICAL CONTRACTOR. 3. WHERE EQUIPMENT IS TO BE DEMOLISHED, ELECTRICAL WHERE EQUIPMENT IS TO BE DEMOLISHED, ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE WIRING AND CONDUIT BACK TO SOURCE UNLESS OTHERWISE NOTED. COORDINATE ALL SUCH DEMOLITION WITH ASSOCIATED TRADES. 4. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID TO OBTAIN CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID TO OBTAIN THE ACTUAL SCOPE OF DEMOLITION.

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LIGHTING

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MAIN LUGS ONLY

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MISCELLANEOUS

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MODIFY EXISTING

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LTG

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MCB

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MDP

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MLO

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MISC

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(ME)

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MOD

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MOUNTING

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NOT IN CONTRACT

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NOT APPLICABLE

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NIGHT LIGHT

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NOT TO SCALE

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PHASE

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PANEL

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PULL BOX

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POLE

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NUMBER

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P

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#

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MTG

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MTS

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NEC

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NIC

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N/A

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NTS

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PNL

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PH %%C

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PB

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PVC

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NL

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MOUNTED

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MTD

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TWO POLE

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ONE POLE

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2P

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1P

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FOUR POLE

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AMPERE

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A

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3P

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4P

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AC

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AFF

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AB

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ARCHITECT

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CONDUIT

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BUILDING

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ARCH

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AFG

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ATS

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C

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BLDG

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CATV

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CIRCUIT

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CANDELA

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DRAWING

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CKT

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CD

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DISC

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C.T.

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DWG

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CMT

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CB

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AIC

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THREE POLE

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ABOVE CEILING

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ABOVE COUNTER

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AMPS INTERRUPTING CURRENT

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ABOVE FINISHED GRADE

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AUTOMATIC TRANSFER SWITCH

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ABOVE FINISHED FLOOR

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CIRCUIT BREAKER

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EMPTY CONDUIT

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CURRENT TRANSFORMER

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DISCONNECT

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CABLE TELEVISION

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REMOVE EXISTING

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REMOVE & REPLACE

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POWER

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RECESSED

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SWITCHBOARD

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TELEPHONE

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TIME CLOCK

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TELEPHONE/DATA

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TYPICAL

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TC

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(RR)

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(R)

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PWR

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REC

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SWBD

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SCP

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TEL/DATA

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TEL

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TTB

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TYP

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TVSS

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SYS

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WEATHERPROOF

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TRANSFORMER

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WATT

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VOLT

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W

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V

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+

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WP

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XFMR

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UON

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#1/E5.1

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(ER)

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EC

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(E)

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FA

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FAAP

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EWC

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GROUNDED

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GC

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FLA

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GND

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HV

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HP

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GFCI

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FACP

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KILOWATT

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JB

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IG

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Hz

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KW

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KVA

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KCMIL

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EXISTING TO BE RELOCATED

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ELECTRICAL CONTRACTOR

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EXISTING TO REMAIN

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FIRE ALARM ANNUNCIATOR PANEL

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ELECTRIC WATER COOLER

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FIRE ALARM

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FULL LOAD AMPS

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GROUND FAULT CIRCUIT INTERRUPTER

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GENERAL CONTRACTOR

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HIGH VOLTAGE

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HORSEPOWER

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JUNCTION BOX

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ISOLATED GROUND

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THOUSAND CIRCULAR MILS

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KILOVOLT AMPERE

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HERTZ (CYCLE) PER SECOND

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FIRE ALARM CONTROL PANEL

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MAIN CIRCUIT BREAKER

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MAIN DISTRIBUTION PANEL

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MANUAL TRANSFER SWITCH

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NATIONAL ELECTRICAL CODE

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MOTOR OPERATED DISCONNECT SWITCH

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SECURITY CONTROL PANEL

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POLYVINYL CHLORIDE CONDUIT

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TELEPHONE TERMINAL BOARD

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TRANSIENT VOLTAGE SURGE SUPPRESSION

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OR AS NOTED ON DWG.

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INDICATES MOUNTED ABOVE CENTER

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UNLESS OTHERWISE NOTED

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CONNECTION TO SYSTEMS FURNITURE

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DETAIL NUMBER/DRAWING NUMBER

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AFCI

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ARC FAULT CURRENT INTERRUPTER

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(N)

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NEW

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RELOCATED EXISTING

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(RE)

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LIGHT EMITTING DIODE

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LED

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ST

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SHUNT TRIP

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SPD

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SURGE PROTECTION DEVICE

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WEATHER RESISTANT

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WR

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LIGHTING PANEL

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LP

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J

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E-300

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ELECTRICAL PANEL SCHEDULES AND DETAILS

Luminaire ScheduleSymbol Qty Label Arrangement Total Lamp Lumens LLF Description Lum. Watts

10 DSX0_TFTM SINGLE N.A. 1.000 DSX0 LED P1 30K TFTM MVOLT 381 DSX0_P3_TFTM SINGLE N.A. 1.000 DSX0 LED P3 40K TFTM MVOLT 715 DSX1_P3_T2M SINGLE N.A. 1.000 DSX1 LED P3 30K T2M MVOLT 102

Calculation SummaryLabel CalcType Units Avg Max Min Avg/Min Max/MinNORTH PARKING LOT Illuminance Fc 1.86 2.7 1.3 1.43 2.08NORTH SIDEWALK Illuminance Fc 2.15 4.3 0.5 4.30 8.60ROADWAY Illuminance Fc 2.30 4.8 0.7 3.29 6.86SOUTH PARKING Illuminance Fc 1.97 2.8 1.7 1.16 1.65SOUTH SIDEWALK Illuminance Fc 1.82 3.8 0.3 6.07 12.67

DSX0_TFTM DSX0_TFTMDSX0_TFTM

DSX0_TFTM

DSX0_P3_TFTM

DSX0_TFTM DSX0_TFTM DSX0_TFTM DSX0_TFTM

DSX0_TFTM

DSX0_TFTM

DSX1_P3_T2MDSX1_P3_T2M DSX1_P3_T2M

DSX1_P3_T2MDSX1_P3_T2M

1.8 1.8 1.8 1.8 1.8 1.8 1.9 1.9 1.8 1.8 1.8 1.7 1.6 1.5 1.5 1.5 1.6 1.7 1.8 1.8 1.8 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.8 1.8 1.9 1.9 1.8 1.8 1.8 1.7 1.6 1.5 1.5 1.5 1.6 1.7 1.8 1.8 1.8 1.9

1.7 1.7 1.7 1.7 1.8 2.1 2.2 2.2 2.2 2.1 1.9 1.7 1.6 1.6 1.6 1.6 1.8 2.0 2.2 2.2 2.2 2.2 1.9 1.8 1.7 1.7 1.7 1.8 1.9 2.1 2.2 2.2 2.2 2.1 1.9 1.7 1.6 1.6 1.6 1.6 1.8 2.0 2.2 2.2 2.3 2.3

1.5 1.6 1.7 1.9 2.1 2.3 2.3 2.3 2.2 1.9 1.7 1.6 1.5 1.5 1.6 1.8 2.1 2.3 2.3 2.3 2.2 2.0 1.7 1.6 1.6 1.6 1.7 1.9 2.1 2.3 2.3 2.3 2.2 1.9 1.7 1.6 1.5 1.5 1.6 1.8 2.1 2.3 2.3 2.5 2.6 2.7

1.3 1.5 1.7 1.9 2.1 2.3 2.2 2.0 1.7 1.5 1.4 1.3 1.3 1.5 1.7 1.9 2.1 2.3 2.2 2.0 1.7 1.5 1.4 1.3 1.3 1.5 1.7 1.9 2.1 2.3 2.2 2.0 1.7 1.5 1.4 1.3 1.3 1.5 1.6 1.9 2.1 2.4 2.4 2.5 2.5

NORTH PARKING LOTIlluminance (Fc)Average = 1.86Maximum = 2.7Minimum = 1.3Avg/Min Ratio = 1.43Max/Min Ratio = 2.08

1.3 1.6 1.9 2.6 3.3 3.4 3.0 2.4 2.2 2.2 2.4 2.5 2.7 2.9 3.2 3.7 4.2 4.3 3.8 3.0 2.7 2.5 2.5 2.4 2.5 2.6 2.8 3.3 3.9 4.0 3.5 2.9 2.6 2.5

2.2 2.5 3.1 3.8 3.7 2.8 1.9 1.4 1.1 0.5 0.6 0.8

2.9 3.1

2.7 2.8

2.5 2.5 2.0 1.5 1.3 1.2 1.1 1.1 1.2 1.3 1.6 2.1 2.5 2.5 2.1 1.6 1.3 1.2 1.2 1.2 1.2 1.3 1.6 2.1 2.5 2.5 2.1 1.6 1.3 1.2 1.2 1.2 1.2 1.3 1.6 2.2 2.6 2.5 2.1 1.6 1.3 1.2 1.2 1.2 1.2 1.3 1.6 2.2 2.7 2.8 2.5 2.3 2.6

2.9

2.5

2.2

1.6 1.5 1.5 1.6 1.6 1.4 1.2

NORTH SIDEWALKIlluminance (Fc)Average = 2.15Maximum = 4.3Minimum = 0.5Avg/Min Ratio = 4.30Max/Min Ratio = 8.60

1.2 1.3 1.3 1.4 1.4 1.6 1.9 2.3 2.5 2.7 2.8 2.7 2.5 2.2 1.9 1.7 1.6 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.6 1.7 1.8 2.1 2.4 2.6 2.8 2.8 2.7 2.5 2.2 1.9 1.7 1.6 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.6 1.7 1.8 2.1 2.4 2.6 2.7 2.7 2.6 2.4 2.1 1.8 1.6 1.4 1.4 1.3 1.2 1.2 1.1 1.0 1.0 1.1 1.2 1.4 1.6 1.8 2.0 2.1 2.3 2.5 2.6 2.6 2.4 2.7 2.9 3.1 3.5 3.8 3.8 3.6 3.7 3.8 3.9 4.3 4.7 4.8 4.7 4.7 4.5 4.3 4.0 3.7 3.5 3.2 2.9 2.8 3.0 2.9 3.0 3.0 2.9 2.5

1.1 1.2 1.3 1.3 1.5 1.7 1.9 2.2 2.5 2.7 2.7 2.6 2.4 2.2 1.9 1.7 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.7 1.8 2.0 2.3 2.5 2.7 2.8 2.6 2.4 2.2 1.9 1.7 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.7 1.8 2.1 2.3 2.6 2.7 2.7 2.6 2.3 2.0 1.8 1.6 1.4 1.3 1.2 1.2 1.1 1.0 1.0 1.0 1.1 1.3 1.5 1.8 2.1 2.4 2.6 2.7 2.9 2.9 2.7 2.6 2.9 3.1 3.4 3.7 4.0 4.2 4.1 4.0 4.1 4.1 4.3 4.5 4.6 4.5 4.6 4.5 4.4 4.2 4.0 3.8 3.5 3.2 3.2 3.1 3.0 3.1 3.0 2.8 2.5

1.1 1.2 1.3 1.3 1.4 1.6 1.9 2.1 2.3 2.5 2.5 2.5 2.3 2.1 1.9 1.7 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.8 2.0 2.2 2.4 2.6 2.6 2.5 2.3 2.1 1.9 1.7 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.8 2.0 2.2 2.4 2.6 2.6 2.5 2.3 1.7 1.9 1.7 1.5 1.3 1.2 1.0 1.0 0.9 0.9 1.0 1.1 1.4 1.7 1.9 2.3 2.8 3.1 3.1 3.2 3.1 2.9 2.8 3.0 3.3 3.6 3.9 4.2 4.5 4.6 4.6 4.5 4.3 4.1 4.1 4.1 4.1 4.1 4.2 4.3 4.3 4.3 4.1 3.9 3.6 3.4 3.3 3.2 3.1 3.0 2.8 2.5

1.1 1.2 1.3 1.4 1.4 1.6 1.8 2.0 2.1 2.2 2.2 2.2 2.1 2.0 1.8 1.7 1.6 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.6 1.6 1.6 1.6 1.6 1.8 1.9 2.1 2.2 2.3 2.3 2.2 2.1 2.0 1.8 1.7 1.6 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.6 1.6 1.6 1.6 1.6 1.8 1.9 2.1 2.2 2.3 2.4 2.5 2.4 1.4 2.0 1.7 1.4 1.2 1.0 0.9 0.8 0.8 0.8 0.9 1.0 1.3 1.6 2.0 2.4 2.8 3.1 3.1 3.2 3.1 2.9 2.9 3.0 3.2 3.5 3.9 4.3 4.5 4.6 4.4 4.4 4.1 3.9 3.7 3.6 3.5 3.7 3.8 4.0 4.1 4.1 3.9 3.8 3.7 3.5 3.3 3.2 3.1 2.9 2.7 2.4

1.2 1.3 1.4 1.4 1.5 1.6 1.8 1.9 1.9 2.0 2.0 2.0 2.0 1.9 1.8 1.7 1.6 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.6 1.6 1.6 1.6 1.6 1.8 1.9 2.0 2.0 2.0 2.0 2.0 2.0 1.9 1.8 1.7 1.6 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.6 1.6 1.6 1.6 1.6 1.8 1.9 1.9 2.0 2.0 2.1 2.3 2.6 1.1 2.1 1.6 1.2 1.0 0.8 0.7 0.7 0.7 0.7 0.7 0.9 1.1 1.5 1.8 2.2 2.5 2.9 3.2 3.0 2.9 2.7 2.7 2.7 2.9 3.2 3.6 3.9 4.1 4.3 4.3 4.1 3.7 3.4 3.2 3.0 3.0 3.1 3.2 3.4 3.6 3.8 3.8 3.6 3.4 3.2 3.0 2.9 2.8 2.6 2.4 2.1

ROADWAYIlluminance (Fc)Average = 2.30Maximum = 4.8Minimum = 0.7Avg/Min Ratio = 3.29Max/Min Ratio = 6.86

2.7 2.7 2.5 2.2 2.0 1.8 1.7 1.8 1.8 1.8 1.8 1.7 1.7 1.7 1.7 1.8 1.8 1.8 1.8 1.7 1.8 2.1 2.3 2.6 2.7 2.7 2.5 2.3 2.1 1.8 1.7 1.8 1.8 1.8 1.8 1.7 1.7 1.7 1.7 1.8 1.8 1.8 1.8 1.7 1.8 2.1 2.3 2.6

2.7 2.7 2.6 2.4 2.1 1.8 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.8 2.2 2.4 2.6 2.8 2.8 2.6 2.4 2.1 1.8 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.9 2.2 2.4 2.6

SOUTH PARKINGIlluminance (Fc)Average = 1.97Maximum = 2.8Minimum = 1.7Avg/Min Ratio = 1.16Max/Min Ratio = 1.65

2.0

1.7

1.3

1.0

0.9

0.32.7 2.8 2.6 2.3 2.2 1.9 1.6 1.8 1.8 1.7 1.6 1.5 1.5 1.5 1.5 1.6 1.7 1.8 1.8 1.8 1.7 2.0 2.2 2.4 2.7 2.8 2.7 2.3 2.2 1.9 1.7 1.8 1.9 1.8 1.7 1.6 1.6 1.5 1.6 1.6 1.7 1.8 1.9 1.8 1.7 2.0 2.2 2.3 2.6 2.7 2.6 2.2 2.1 1.8 1.6 1.6 1.6 1.5 1.4 1.2 1.0 0.9 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 1.4 1.5 1.6 2.0 0.5 2.2 1.9 1.9 2.2 2.3 2.5 2.9 3.5 3.8 3.6 3.0 2.6 2.3 2.0 1.8 1.6 1.4 1.5 1.6 1.6 1.8

2.3 2.6

1.2 1.3 1.4 1.5 1.4 1.6 1.9 2.1 2.4

SOUTH SIDEWALKIlluminance (Fc)Average = 1.82Maximum = 3.8Minimum = 0.3Avg/Min Ratio = 6.07Max/Min Ratio = 12.67

Luminaire ScheduleSymbol Qty Label Arrangement Total Lamp Lumens LLF Description Lum. Watts

5 DSX1_P3_T2M SINGLE N.A. 1.000 DSX1 LED P3 30K T2M MVOLT 10211 ALB-MAX SINGLE 4415 1.000 91742_US_LITMS_ALB-MAX-PT_30K 67

Calculation SummaryLabel CalcType Units Avg Max Min Avg/Min Max/MinNORTH PARKING LOT Illuminance Fc 1.11 2.7 0.6 1.85 4.50NORTH SIDEWALK Illuminance Fc 2.30 6.1 0.2 11.50 30.50ROADWAY Illuminance Fc 1.83 4.6 0.6 3.05 7.67SOUTH PARKING Illuminance Fc 1.91 2.7 1.6 1.19 1.69SOUTH SIDEWALK Illuminance Fc 1.75 4.9 0.2 8.75 24.50

DSX1_P3_T2MDSX1_P3_T2M DSX1_P3_T2M

DSX1_P3_T2MDSX1_P3_T2M

ALB-MAX ALB-MAX ALB-MAX ALB-MAXALB-MAX

ALB-MAX

ALB-MAX ALB-MAXALB-MAX

ALB-MAX

ALB-MAX

1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.8 0.8 0.7 0.7 0.7 0.8 0.8 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.8 0.8 0.7 0.7 0.8 0.8 0.9 1.0 1.1 1.1

0.8 0.8 0.8 0.8 0.9 1.0 1.1 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.7 0.7 0.8 1.0 1.1 1.2 1.2 1.1 1.0 0.9 0.8 0.8 0.8 0.8 0.9 1.0 1.2 1.2 1.2 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.8 1.0 1.1 1.2 1.3 1.2

0.6 0.7 0.8 1.0 1.2 1.5 1.7 1.6 1.3 1.0 0.8 0.7 0.6 0.6 0.7 0.9 1.2 1.5 1.7 1.6 1.4 1.1 0.8 0.7 0.7 0.7 0.8 1.0 1.3 1.5 1.7 1.6 1.4 1.1 0.8 0.7 0.6 0.6 0.7 1.0 1.3 1.5 1.7 1.7 1.5 1.3

0.6 0.8 1.2 1.7 2.2 2.6 2.4 1.9 1.3 0.9 0.7 0.6 0.6 0.8 1.1 1.7 2.2 2.6 2.4 1.9 1.3 0.9 0.7 0.6 0.7 0.8 1.2 1.7 2.3 2.6 2.5 1.9 1.3 0.9 0.7 0.6 0.6 0.8 1.2 1.7 2.3 2.7 2.5 2.0 1.5

NORTH PARKING LOTIlluminance (Fc)Average = 1.11Maximum = 2.7Minimum = 0.6Avg/Min Ratio = 1.85Max/Min Ratio = 4.50

1.1 1.5 2.3 3.5 5.2 5.5 4.3 3.1 2.3 2.0 1.9 2.0 2.3 2.8 3.5 4.6 6.0 6.1 4.8 3.5 2.5 2.0 1.8 1.7 1.9 2.3 3.0 4.0 5.5 5.8 4.6 3.4 2.6 2.2

1.7 2.5 3.6 5.0 4.9 3.4 2.2 1.4 0.9 0.5 0.6 0.7

1.2 1.6

1.3 1.2

4.4 4.3 3.0 1.9 1.2 0.8 0.6 0.6 0.8 1.3 2.0 3.1 4.4 4.3 3.0 1.9 1.2 0.8 0.6 0.6 0.8 1.3 2.0 3.2 4.4 4.3 3.0 1.9 1.2 0.8 0.6 0.6 0.8 1.3 2.0 3.1 4.4 4.3 3.0 1.9 1.2 0.8 0.6 0.6 0.8 1.3 2.0 3.2 4.5 4.4 3.1 2.0 1.4

1.0

0.7

0.5

0.3 0.3 0.3 0.3 0.2 0.2 0.2

NORTH SIDEWALKIlluminance (Fc)Average = 2.30Maximum = 6.1Minimum = 0.2Avg/Min Ratio = 11.50Max/Min Ratio = 30.50

1.1 1.2 1.3 1.3 1.4 1.6 1.9 2.1 2.4 2.6 2.6 2.5 2.3 2.1 1.8 1.6 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.5 1.6 1.6 1.6 1.6 1.6 1.7 2.0 2.3 2.5 2.6 2.6 2.6 2.4 2.1 1.8 1.7 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.5 1.6 1.6 1.6 1.6 1.6 1.8 2.0 2.3 2.5 2.6 2.7 2.6 2.4 2.1 1.8 1.6 1.5 1.4 1.3 1.2 1.1 1.0 1.0 0.9 0.9 0.9 0.9 1.0 1.2 1.3 1.5 1.7 1.8 1.9 1.8 1.8 2.0 2.3 2.5 2.8 3.0 2.9 2.7 2.6 2.5 2.4 2.7 3.0 3.2 3.2 3.1 2.9 2.6 2.5 2.4 2.4 2.3 2.1 2.1 2.4 2.4 2.7 2.8 2.7 2.4

1.0 1.1 1.1 1.2 1.3 1.5 1.8 2.0 2.2 2.4 2.4 2.4 2.2 2.0 1.8 1.6 1.5 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.5 1.5 1.7 1.9 2.1 2.3 2.5 2.5 2.4 2.2 2.0 1.8 1.6 1.5 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.5 1.6 1.7 1.9 2.1 2.4 2.6 2.6 2.5 2.3 2.1 1.8 1.6 1.4 1.3 1.2 1.2 1.1 1.0 0.9 0.9 0.9 0.9 1.0 1.1 1.3 1.5 1.7 1.9 2.0 1.9 1.9 1.8 2.1 2.3 2.6 2.9 3.0 3.0 2.9 2.7 2.6 2.4 2.5 2.7 2.7 2.8 2.7 2.6 2.6 2.6 2.6 2.5 2.3 2.2 2.3 2.4 2.5 2.7 2.7 2.7 2.4

0.9 1.0 1.0 1.1 1.2 1.4 1.6 1.8 2.0 2.1 2.2 2.1 1.9 1.7 1.6 1.5 1.4 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.3 1.3 1.3 1.3 1.4 1.5 1.7 1.9 2.0 2.2 2.2 2.1 1.9 1.8 1.6 1.5 1.4 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.3 1.3 1.3 1.3 1.4 1.6 1.7 1.9 2.1 2.3 2.4 2.4 2.2 2.0 1.8 1.6 1.4 1.2 1.1 1.0 1.0 0.9 0.8 0.8 0.8 0.9 1.0 1.2 1.4 1.7 2.0 2.2 2.2 2.1 1.9 1.9 2.1 2.4 2.7 3.0 3.2 3.3 3.3 3.2 2.9 2.6 2.4 2.4 2.4 2.4 2.4 2.5 2.5 2.6 2.7 2.7 2.6 2.4 2.4 2.5 2.6 2.7 2.7 2.6 2.4

0.7 0.8 0.9 1.0 1.1 1.2 1.4 1.5 1.7 1.7 1.8 1.7 1.6 1.5 1.4 1.3 1.2 1.2 1.1 1.1 1.1 1.1 1.0 1.1 1.1 1.1 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.8 1.7 1.6 1.5 1.4 1.3 1.2 1.2 1.1 1.1 1.1 1.1 1.0 1.1 1.1 1.1 1.2 1.2 1.3 1.4 1.5 1.7 1.8 2.0 2.1 2.2 2.2 2.1 1.9 1.6 1.4 1.2 1.0 0.9 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.2 1.6 2.0 2.5 2.7 2.6 2.4 2.1 2.1 2.1 2.4 2.6 3.0 3.3 3.6 3.8 3.7 3.4 2.9 2.5 2.3 2.2 2.2 2.2 2.3 2.6 2.8 3.1 3.2 3.0 2.8 2.6 2.5 2.6 2.7 2.6 2.6 2.3

0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.2 1.3 1.3 1.4 1.4 1.3 1.3 1.2 1.1 1.1 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.1 1.1 1.2 1.2 1.3 1.4 1.4 1.4 1.4 1.3 1.3 1.2 1.1 1.1 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.1 1.1 1.2 1.3 1.4 1.6 1.8 2.0 2.3 2.5 2.4 2.2 1.8 1.4 1.1 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.8 1.0 1.3 1.8 2.5 3.3 3.7 3.4 2.8 2.3 2.1 2.1 2.2 2.5 2.9 3.4 4.0 4.5 4.6 4.1 3.3 2.7 2.2 2.0 2.0 2.1 2.3 2.7 3.2 3.9 4.1 3.8 3.2 2.8 2.5 2.4 2.4 2.4 2.3 2.1

ROADWAYIlluminance (Fc)Average = 1.83Maximum = 4.6Minimum = 0.6Avg/Min Ratio = 3.05Max/Min Ratio = 7.67

2.6 2.6 2.4 2.2 2.0 1.8 1.7 1.8 1.8 1.8 1.7 1.6 1.6 1.6 1.6 1.7 1.8 1.8 1.8 1.7 1.8 2.1 2.2 2.5 2.7 2.7 2.5 2.2 2.1 1.8 1.7 1.8 1.8 1.8 1.7 1.6 1.6 1.6 1.6 1.7 1.8 1.8 1.8 1.7 1.8 2.1 2.2 2.5

2.6 2.6 2.4 2.3 2.1 1.8 1.6 1.6 1.7 1.7 1.6 1.6 1.6 1.6 1.6 1.6 1.7 1.7 1.6 1.6 1.8 2.1 2.3 2.5 2.6 2.6 2.5 2.3 2.1 1.8 1.6 1.6 1.7 1.7 1.6 1.6 1.6 1.6 1.6 1.6 1.7 1.7 1.6 1.7 1.8 2.1 2.3 2.5

SOUTH PARKINGIlluminance (Fc)Average = 1.91Maximum = 2.7Minimum = 1.6Avg/Min Ratio = 1.19Max/Min Ratio = 1.69

2.2

1.3

0.8

0.7

0.7

0.22.7 2.8 2.6 2.3 2.2 1.9 1.6 1.8 1.8 1.7 1.6 1.5 1.5 1.4 1.5 1.6 1.7 1.8 1.8 1.8 1.7 2.0 2.2 2.4 2.7 2.8 2.6 2.3 2.2 1.9 1.7 1.8 1.9 1.8 1.7 1.6 1.5 1.5 1.5 1.6 1.7 1.8 1.9 1.8 1.7 2.0 2.2 2.4 2.7 2.7 2.6 2.3 2.1 1.8 1.6 1.6 1.7 1.5 1.4 1.2 1.0 0.9 0.8 0.7 0.6 0.6 0.6 0.6 0.6 0.7 1.1 1.1 1.2 1.6 0.2 1.8 1.5 1.5 1.6 1.7 2.2 3.0 4.1 4.9 4.4 3.3 2.4 1.8 1.4 1.3 1.2 1.1 1.2 1.3 1.4 1.6

2.3 2.6

1.1 1.3 1.4 1.4 1.4 1.5 1.8 2.1 2.3

SOUTH SIDEWALKIlluminance (Fc)Average = 1.75Maximum = 4.9Minimum = 0.2Avg/Min Ratio = 8.75Max/Min Ratio = 24.50

0 90'60'30'30'

NJSPCS NAD83

CAMPUSGATEWAY

andSTORMWATERMANAGEMENT


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ELECTRICAL LIGHTING SITEPHOTOMETRIC PLAN

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SCALE: 1" = 30'-0"

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OPTION 2 DEDUCT ALTERNATE - PHOTOMETRIC PLAN

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CIVIL ENGINEER

Meliora Design

259 Morgan St.


t 610.933.0123


3868 Terrace St


t 215.482.7973


ELECTRICAL ENGINEER


2209 Chestnut St.


t 215.569.0400




Exton, PA 19341

t 610.594.9995

PHASE 1 - 100% CDS

JUNE 19, 2020


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APPROXIMATE 1-1/4" CONDUIT LOCATION FOR FUTURE CAMERA. TRENCH AND RUN CONDUIT FOR CAMERA PARALLEL TO IRRIGATION TRENCH TO NORTH SIDE OF ROADWAY. REFER TO LI-100.

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INTERCEPT (E) UNDERGROUND WIRING AND RUN TO NEW IN GRADE JUNCTION BOX AND NEW POLE FIXTURE

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LOCATE NEW IN GRADE JUNCTION BOX FOR EACH NEW POLE FIXTURE IN THE NEAREST GRASSY AREA

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INTERCEPT (E) UNDERGROUND FEEDER (APPROXIMATE LOCATION) FROM PANEL PP-PLL, EXTEND NEW UNDERGROUND CONDUIT AND WIRING TO NEW IN GRADE JUNCTION BOXES AND NEW POLES

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(E) PANEL 240/120V

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(E) PANEL PP-PLL 480/277V WITH CONTACTOR AND TIMECLOCK

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APPROXIMATE LOCATION OF (E) WIRING IN CONDUIT. SHOWN FOR INFORMATION

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INTERCEPT (E) 120V CIRCUIT FOR SITE RECEPTACLES AND EXTEND TO NEW RECEPTACLE

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EXTEND WIRING FOR RELOCATION OF CALL BOX PER LANDSCAPE DRAWINGS

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APPROXIMATE 1-1/4" CONDUIT LOCATION FOR FUTURE CAMERA. TRENCH AND RUN CONDUIT FOR CAMERA PARALLEL TO IRRIGATION TRENCH TO NORTH SIDE OF ROADWAY. REFER TO LI-100.

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(E) PULLBOX

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(E) PULLBOX

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E-101

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SCALE: 1" = 30'-0"

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GENERAL SITE LIGHTING NOTES: ALL SURFACE FEATURES AND EQUIPMENT LOCATIONS SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL, LANDSCAPE AND CIVIL PLANS FOR EXACT LOCATIONS. JUNCTION BOXES SHALL BE LOCATED IN LANDSCAPE BEDS/TURF AREAS, AND NOT WITHIN PAVED AREAS. ALL RACEWAY LOCATIONS SHOWN FOR REFERENCE ONLY. COORDINATE EXACT LOCATION AND LENGTH OF NEW RACEWAY WITH SITE CONTRACTOR. REFER TO CIVIL AND LANDSCAPE DRAWINGS PRIOR TO TRENCHING FOR ROOT PROTECTION AREAS, EXISTING UTILITY LOCATIONS AND PROPOSED UTILITY LOCATIONS. CO-LOCATE CONDUIT LOCATIONS WITH CIVIL AND IRRIGATION PIPING UNDER ASPHALT SURFACES TO MINIMIZE TRENCHING. EQUIPMENT SHOWN TO DEPICT CIRCUITING INTENT ONLY. REFER TO LANDSCAPE DRAWING FOR EXACT LOCATION AND ORIENTATION OF ALL DEVICES AND LUMINAIRES, REFER TO DETAILS FOR LUMINAIRE MOUNTING REQUIREMENTS. PROVIDE 2#8+#10G-1"C TO ALL FIXTURE PULLBOXES AND REDUCE CONDUCTOR SIZE INTO THE POLE TO #12 UNLESS OTHERWISE NOTED. PROVIDE 4#8+#10G-1"C BETWEEN JUNCTION BOXES. BALANCE LIGHTING FIXTURE ON ALL 3 PHASES. PROVIDE QUAZITE COMPOSITE PG STYLE BOX WITH MOUSE HOLES. COORDINATE DEPTH OF HANDHOLE WITH EXISTING CONDITIONS IN FIELD. PROVIDE EXTENSION BOXES AS REQUIRED. PROVIDE 6" MINIMUM DEPTH CRUSHED STONE BELOW HANDHOLE FOR DRAINAGE. BOXES FOR INTERCEPTING EXISTING UNDERGROUND CONDUITS SHALL BE SIZED AS REQUIRED. BOXES FEEDING INTO LIGHTING POLE SHALL BE 11" X 18" X 18" REFER TO LIGHT POLE BASE DETAIL ON E-200. LIGHTING CONTROL INTENT: ALL NEW LIGHTING SHALL BE CONTROLLED ON AND OFF BY EXISTING TIMECLOCK ON SCHEDULE DETERMINED BY ROWAN UNIVERSITY.

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1. 2. 3. 4. 5. 6. 7. 8.

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1.

CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT


File:


Date Revisions

No.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

CIVIL ENGINEER

Meliora Design

259 Morgan St.


t 610.933.0123


3868 Terrace St


t 215.482.7973


ELECTRICAL ENGINEER


2209 Chestnut St.


t 215.569.0400




Exton, PA 19341

t 610.594.9995

PHASE 1 - 100% CDS

JUNE 19, 2020

ELECTRICAL LIGHTING FIXTURESCHEDULE

E-200

SAS CAT XX

GENERAL NOTES:

TO JUNCTION BOX

20" ROUND 3000# CONCRETE

BASE BY ELECTRICAL CONTRACTOR

AND CONNECT WITH CABLE TO POLE.

CONNECT GROUND ROD TO CABLE

COPPER GROUND ROD FOR 24' POLES,

AND 3" FROM FACE OF FOUNDATION

@ 6" AND VERTICAL @ 60° INTERVALS

#4 REINFORCING RODS HORIZONTAL

ANCHOR BOLTS

36" MINIMUM FOR POLES UP TO 12'

BASE COVER AS REQUIRED

3'-0" MIN. TO EDGE OF

WALKWAY

BY FIXTURE

#2 C.U. BOND GROUND ROD

CONDUIT OR PVC

2" GALV. RIGID STEEL

CONDUIT AND SYSTEM GROUND

#2 COPPER GROUND CABLE

BOND TO REINFORCING RODS

ANCHOR BOLTS RIGID STEEL

CAPPED SPARE

TO POLE ANCHOR BOLT &

GROUND WIRE

BEVEL EDGES

POLE AS REQUIRED BY

HANDHOLE WITH GASKETED

FIXTURE

COVER IN BASE

60" MINIMUM FOR POLES UP TO 12'

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TYPE

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DESCRIPTION

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MANUFACTURER AND CATALOG NUMBER

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LUMEN PACKAGE

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VA/FIXTURE

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VOLTAGE

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REMARKS

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SITE LIGHTING FIXTURE SCHEDULE

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POLE MOUNTED LED AREA LIGHTING FIXTURE, 33"L X 13"W X 3-1/2"H SIDE MOUNTED FIXTURE, TYPE 2 MEDIUM DISTRIBUTION, IP66, INTEGRAL DRIVER, 4" SQUARE, 24' STRAIGHT ALUMINUM POLE WITH HANDHOLE

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LITHONIA DSX1 LED P3 30K T2M MVOLT SPA FINISH SSA 24 4C DM19AS FINISH

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11647 LUMENS 3000K LED 70 CRI

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102W

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277V

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POLE MOUNTED LED AREA LIGHTING FIXTURE, 34" ROUND TOP HAT, 26" TALL POST TOP, TYPE 5 DISTRIBUTION, INTEGRAL DRIVER, 4.5" ROUND, 10' STRAIGHT ALUMINUM POLE WITH HANDHOLE

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LOUIS POULSEN ALBERTSLUND MAXI LED FINISH 10 FT FINISH

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55W

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TYPE

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DESCRIPTION

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MANUFACTURER AND CATALOG NUMBER

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LUMEN PACKAGE

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VA/FIXTURE

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VOLTAGE

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ALTERNATE SITE LIGHTING FIXTURE SCHEDULE

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POLE MOUNTED LED AREA LIGHTING FIXTURE, 33"L X 13"W X 3-1/2"H SIDE MOUNTED FIXTURE, TYPE 2 MEDIUM DISTRIBUTION, IP66, INTEGRAL DRIVER, 4" SQUARE, 24' STRAIGHT ALUMINUM POLE WITH HANDHOLE

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LITHONIA DSX1 LED P3 30K T2M MVOLT SPA FINISH SSA 24 4C DM19AS FINISH

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102W

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277V

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A1

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POLE MOUNTED LED AREA LIGHTING FIXTURE, 26" X 13"W X 3"H SIDE MOUNTED FIXTURE, TYPE FT DISTRIBUTION, IP66, INTEGRAL DRIVER, 4" SQUARE, 14' STRAIGHT POLE WITH HANDHOLE

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LITHONIA DSX0 LED P1 30K TFTM MVOLT SPA FINISH SSA 14 4C DM19AS FINISH

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38W

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A2

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POLE MOUNTED LED AREA LIGHTING FIXTURE, 26"L X 13"W X 3"H SIDE MOUNTED FIXTURE, TYPE FT DISTRIBUTION, IP66, INTEGRAL DRIVER, 4" SQUARE, 14' STRAIGHT POLE WITH HANDHOLE

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LITHONIA DSX0 LED P3 30K TFTM MVOLT SPA FINISH SSA 14 4C DM19AS FINISH

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71W

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CONFIRM COLOR AND FINISH WITH OWNER

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1. BIDS SHALL BE BASED ON CAMPUS STANDARD FIXTURES LISTED ABOVE. BIDS SHALL BE BASED ON CAMPUS STANDARD FIXTURES LISTED ABOVE. 2. PROVIDE FUSING AT EACH POLE SINCE CIRCUITING IS OVERSIZED.PROVIDE FUSING AT EACH POLE SINCE CIRCUITING IS OVERSIZED.

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ELECTRICAL TYPICAL LIGHT POLE BASE DETAIL

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SCALE: N. T. S.

CAMPUS

GATEWAY

and

STORMWATER

MANAGEMENT


File:


Date Revisions

No.

Drawing Set:

Date:

Drawing Number:

Drawing Title:

CIVIL ENGINEER

Meliora Design

259 Morgan St.


t 610.933.0123


3868 Terrace St


t 215.482.7973


ELECTRICAL ENGINEER


2209 Chestnut St.


t 215.569.0400




Exton, PA 19341

t 610.594.9995

PHASE 1 - 100% CDS

JUNE 19, 2020

ELECTRICAL PANEL SCHEDULESAND DETAILS

E-300

SAS CAT XX

MARKER TAPE FINISH GRADE

COMPACTED EARTH

1" MIN. PVC TYPE EB

DIRECT BURIAL

CONDUIT

SAND

BACKFILL

6" MIN.

18" MIN.

4" MIN.

4" MIN.

4" MIN. 4" MIN.

GENERAL NOTES:

MARKER TAPE FINISH GRADE

3000 PSI CONCRETE

1" MIN. PVC TYPE EB

CONDUIT

BACKFILL

6" MIN.

18" MIN.

3.5"

MIN.

3.5" 3.5"

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ELECTRICAL TYPICAL SITE BRANCH CIRCUIT RACEWAY

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E-300

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(E)ELECTRICAL PANEL SCHEDULE

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3 PHASE

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LOCATION:

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CKT

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277V

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KAIC

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4 WIRE

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DESCRIPTION

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SITE LIGHTING

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SITE LIGHTING

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SITE LIGHTING

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TOTAL KVA C

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SITE LIGHTING

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SITE LIGHTING

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SITE LIGHTING

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SITE LIGHTING

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NEW SITE LIGHTING

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TOTAL CONNECTED KVA

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TOTAL CONNECTED AMPS

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MAIN BUS RATING:

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MAINS:

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NEUT. BUS:

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GRD. BUS:

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ISOL .GRD. BUS:

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TR

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100A

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32.00

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38.49

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PP-PLL

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MLO

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TYPE B

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TYPE B POLE

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TYPE A

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TYPE A POLE

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ALT, TYPE A1 AND A2

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ELECTRICAL TYPICAL LIGHT POLE BASE DETAIL

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E-300

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SCALE: N. T. S.

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1. ALL CIRCUIT BREAKERS AND LOADS ARE EXISTING UNLESS OTHERWISE NOTED. ALL CIRCUIT BREAKERS AND LOADS ARE EXISTING UNLESS OTHERWISE NOTED. 2. LIGHTING SHALL BE CONTROLLED THROUGH EXISTING CONTACTOR AND TIMECLOCK, LIGHTING SHALL BE CONTROLLED THROUGH EXISTING CONTACTOR AND TIMECLOCK,

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