SO

HM

#18

#20

#23 #25

#22

#29#35

#26 #32 #36

#45

ST

STHC

INLET #1GR 351.25INV. IN E (EX.) 347.29INV. OUT W (EX.) 347.26INV. OUT S (PROP.) 348.81

INLET #2GR 350.96INV. IN 348.45INV. OUT 348.38

CONVERT INLET TO MANHOLE,SQUARE FRAME TO ROUND COVERINV. IN E (PROP.) 348.29

VALLEY VIEW

DRIVE WEST

WASHINGTON AVENUE

ST

6 LF 15"RCPCL-V, @ 1.5%

CONVERT INLET TO MANHOLE,SQUARE FRAME TO ROUND COVER

MORRIS

AVENUE

BELGIAN BLOCK CURB

CONCRETE CURB

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+000+50 1+50 2+50 3+50 4+50 5+50 6+50 7+50 8+50

HCH

C

HC

HC

HC

HC BELGIAN BLOCK CURB

CONCRETE CURB

36 LF 15"RCP

CL-V @ 1%

BG

BGBG

SO

KC

KC

BG

#48

#77

#76

#73

#69#67

#65#63

#61#59

#57#55

#50

#56

#60#62

#64 #68

#72

#80 #84#90?

#81#85

INLET #3GR 367.50INV. OUT 364.89

INLET #4GR 368.44INV. IN W 364.43INV. IN S 364.59INV. OUT E 364.39

INLET #5GR 367.57INV. OUT 364.94

INLET #6GR 368.61

INV. IN W 363.07INV. IN S 364.72

INV. OUT E 363.03

INLET #7GR 368.18INV. OUT 365.72

EX. INLETINV. IN W (PROP.) 361.84

INLET #9GR 368.68INV. IN W 365.49INV. OUT E 365.40

INLET #8GR 368.25INV. OUT 365.90

INLET #10GR 368.96INV. IN W 364.95INV. OUT N 364.88

EX. INLETINV. IN S (PROP.) 364.28

INLET #11GR 368.94

USE EXISTING PIPE INV.

JOH

N G

LEN

ROA

D

AVENUE

KC

WASHINGTON

158 LF 15"RCP CL-V @ 0.75%

270 LF 15"RCP CL-V @ 0.5%

46 LF 15"RCP CL-V @ 1%

25 LF 15"RCPCL-V @ 1.5%

30 LF 15"RCPCL-V @ 1.5%

12+00

13+00

14+00

15+00

16+00 17+00

18+00

19+00

20+00

21+0012+50

13+50

14+50

15+50

16+5017+50

18+50

19+50

20+50

HC

HCHC

HC

OFFSET PIPE JOINTSAS NECESSARY(10° MAX.)

40 LF 15"RCP

CL-V @ 2.5%

35 L

F 15

"RCP

CL-V

@ 1%

40 LF 15"RCP

CL-V @ 1.5%

P.T.STA. 11+73.10

P.C.STA. 12+6.28

P.T.STA. 14+61.84

P.C.STA. 15+55.18

P.T.STA. 17+54.33

3 of 916-012

1"=3

0'

4/18

/17

CON

STRU

CTIO

N P

LAN

SH

EET

1

WA

SHIN

GTO

N A

VEN

UE

IMPR

OV

EMEN

TS

CONCRETE DRIVEWAY APRON,7" THICK, FRENCH GRAY

CONCRETE SIDEWALK, 5" THICK,FRENCH GRAY

HOT MIX ASPHALT DRIVEWAY,3" THICK

9" x 20" CONCRETE VERTICALCURB, DOT WHITE

RESET MANHOLE FRAME & GRATE(IF AND WHERE DIRECTED)11

14

13 18

17

PROPOSED LEGEND:

FURNISH AND INSTALL INLET HEAD,TYPE "N-ECO"

SURVEY NOTES:

ST

INLET TYPE "B", 2.5' - 5.5' DEEP,with NEW TYPE N FRAME andBICYCLE SAFE GRATE

DETECTABLE WARNING SURFACE15

8

973-

292-

4894

Scal

e:

MO

RR

IST

OW

N, N

EW

JE

RSE

Y 0

7963

200

SOU

TH

ST

RE

ET

Issu

e D

ate:

Dep

artm

ent o

f Pub

lic W

orks

TO

WN

OF

MO

RR

IST

OW

N

Div

isio

n of

Eng

inee

ring

By

Rev

isio

nD

ate

File No.:

Sheet No.:

Ant

hony

M. D

eViz

ioN

ew J

erse

y Pr

ofes

sion

al E

ngin

eer

& L

and

Surv

eyor

Lic

ense

No.

24G

B04

2571

00

____

____

____

____

____

____

____

___

DA

TE__

____

___

BREA

K

LIN

E

BREA

K

LIN

E

NOTES ON CONSTRUCTION:PROPOSED SIDEWALK AND CURB TO BE CONSTRUCTED TO RUN GENERALLY WITH EXISTINGLINES AND GRADES OR AS DIRECTED BY THE ENGINEER. ALL PEDESTRIAN CURB RAMPS TO BEFLUSH WITH PAVEMENT AND TO COMPLY WITH ADA DESIGN STANDARDS.

NOTE ON DETECTABLE WARNING SURFACE:DETECTABLE WARNING SURFACE TO BE CAST-IN-PLACE TYPE, SAFETY RED COLOR, AND TO BEINSTALLED AT ALL PEDESTRIAN CURB RAMPS WITHIN THE PROJECT LIMITS

1) LOCATIONS OF ALL EXISTING FEATURES HEREIN ARE FROM FIELD SURVEY AND BASE MAPPING PERFORMED BY ALAIMO ASSOCIATES AND ON FILE IN THE MORRISTOWN ENGINEERING DIVISION.

2) CONDITIONS DEPICTED HEREIN ARE AS OF THE DATES OF ORIGINAL SURVEYS AND MAY NOT FULLY REFLECT CURRENT CONDITIONS. CONTRACTOR IS RESPONSIBLE TO FULLY FAMILIARIZE THEMSELVES WITH ACTUAL FIELD CONDITIONS PRIOR TO BIDDING.

12

HC

GRANITE BLOCK CURB19

24 25 26 27NEW SIGN (SEE ITEMS FOR TYPE)

31 32 33 34NEW TREE (SEE ITEMS FOR TYPE)

35

15" RCP PIPE, CLASS-V7

11

24

26

27

27

25

25

25

25

25

25

25

25 2527

27

26

LIMIT OF CONSTRUCTION AND PAVIN

G

LIMIT O

F CONSTRUCTION

AND PAVING

TREE TO BE PLANTED AT #51 WASHINGTON, TYPE KC NOT SHOWN ON THIS SHEET BUT IN QUANTITIES HEREIN.

SITE CLEARING TO INCLUDE REMOVAL OF ALL EXISTING CURBING, FULL-DEPTH PAVEMENT, AND ANY OTHER OBSTRUCTIONSENCOUNTERED IN PROPOSED BUMPOUT AREAS.

27

26

27

LIMIT OFCONSTRUCTIONAND PAVING

BG

CONVERT INLETTO MANHOLE9 ST

LIMIT OF CONSTRUCTION AND PAVIN

G

MA

TCH

LIN

E

STA

. 21+

25

JTLJTL

KC

#90?

#89 #91

#94 #98

#99 #101

#100 #104

#103 #107

#106

#111 #115

#110 #114 #116

#119 #121

#118

#123 #125

#122

#127

ST

ST

ST

INLET #13: GR 373.32INV. OUT W 370.86

INLET #12GR 373.23INV. OUT W 370.47

CONVERT INLET TO MANHOLE,SQUARE FRAME TO ROUND COVERINV. IN E 370.31

CONVERT INLET TO MANHOLE,SQUARE FRAME TO ROUND COVERINV. IN (NEW #12) 370.78

INLET #13GR 376.55INV. OUT (NEW) 374.09

CONVERT INLET TO MANHOLE,SQUARE FRAME TO ROUND COVERINV. IN (NEW #13 & 14) 372.65

INLET #14GR 376.64INV. OUT (NEW) 372.98

OA

K L

AN

E(W

EST

LEG

)

FARR

ELLY

PLA

CE

OLM

STEA

DRO

AD

SUN

SET

PLA

CE

WASHINGTON AVE

ST

ST

80 LF 15"RCPCL-V, @ 1.8%

22 LF 15"RCPCL-V, @ 2%

8 LF 15"RCP CL-V @ 2%CONVERT INLET TO MANHOLE,SQUARE FRAME TO ROUND COVER

CONVERT INLET TO MANHOLE,SQUARE FRAME TO ROUND COVER

4 LF 15"RCP CL-V @ 2%

22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+0030+00

31+00

21+50 22+50 23+50 24+50 25+50 26+50 27+50 28+5029+50

30+50

HC

HC

HC

HC H

C HC

HC H

C

HC

HC

P.C.STA. 28+14.33

P.C.C.STA. 29+13.78

P.T.STA. 30

+08.52

KCKC

#124

#127 #129

#126

#131 #133 #137 #141 #145

#128 #130 #132 #134

#147

#136 #2NORMANDY

ST

SQUARE FRAME TO ROUND COVER

CONVERT INLET TO MANHOLE,SQUARE FRAME TO ROUND COVER

TOWN OF MORRISTOWN

TOWNSHIP OF MORRIS

BASE BID ALTERNATE #1

OA

K LAN

E

(EAST LEG

)

WASHINGTON AVE31+0032+00

33+0034+00 35+00 36+00 37+00 38+00 38+42

30+5031+50

32+5033+50 34+50 35+50 36+50 37+50

HC HC

HC

HC

HCHC

NO

RMA

NDY

PARK

WA

Y

P.C.STA. 33+0

9.64

P.T.STA. 34+85.0

4

4 of 916-012

1"=3

0'

4/18

/17

CON

STRU

CTIO

N P

LAN

SH

EET

2

WA

SHIN

GTO

N A

VEN

UE

IMPR

OV

EMEN

TS

973-

292-

4894

Scal

e:

MO

RR

IST

OW

N, N

EW

JE

RSE

Y 0

7963

200

SOU

TH

ST

RE

ET

Issu

e D

ate:

Dep

artm

ent o

f Pub

lic W

orks

TO

WN

OF

MO

RR

IST

OW

N

Div

isio

n of

Eng

inee

ring

By

Rev

isio

nD

ate

File No.:

Sheet No.:

Ant

hony

M. D

eViz

ioN

ew J

erse

y Pr

ofes

sion

al E

ngin

eer

& L

and

Surv

eyor

Lic

ense

No.

24G

B04

2571

00

____

____

____

____

____

____

____

___

DA

TE__

____

___

BREAK LINE

27

27

26

24

25

26

OAK LANE(NORTH LEG)

LIMIT OFCONSTRUCTION & PAVING350'+/- FROM NORTH CURB OF

WASHINGTON AVE

2525

26

27

27

26

2525 27

27

26

26

28 S.Y.

BASE BID INCLUDES OAK LANE (WEST LEG)[WASHINGTON AVE TO OAK LANE (NORTH LEG)]

233 S.Y.2816 S.Y.

770 L.F.19

233 S.Y.291617

SURVEY NOTES:

1. LOCATIONS OF ALL EXISTING FEATURES HEREIN ARE FROM FIELD SURVEY AND BASE MAPPINGPERFORMED BY ALAIMO ASSOCIATES AND ON FILE IN THE MORRISTOWN ENGINEERINGDIVISION .

2. CONDITIONS DEPICTED HEREIN ARE AS OF THE DATES OF ORIGINAL SURVEYS AND MAY NOTFULLY REFLECT CURRENT CONDITIONS. CONTRACTOR IS RESPONSIBLE TO FULLY FAMILIARIZETHEMSELVES WITH ACTUAL FIELD CONDITIONS PRIOR TO BIDDING.

NOTES ON CONSTRUCTION:PROPOSED SIDEWALK AND CURB TO BE CONSTRUCTED TO RUN GENERALLY WITH EXISTINGLINES AND GRADES OR AS DIRECTED BY THE ENGINEER. ALL PEDESTRIAN CURB RAMPS TO BEFLUSH WITH PAVEMENT AND TO COMPLY WITH ADA DESIGN STANDARDS.

NOTE ON DETECTABLE WARNING SURFACE:DETECTABLE WARNING SURFACE TO BE CAST-IN-PLACE TYPE, SAFETY RED COLOR, AND TO BEINSTALLED AT ALL PEDESTRIAN CURB RAMPS WITHIN THE PROJECT LIMITS

TREE TO BE PLANTED AT #51 WASHINGTON, TYPE KC NOT SHOWN ON THIS SHEET BUT IN QUANTITIES HEREIN.

SITE CLEARING TO INCLUDE REMOVAL OF ALL EXISTING CURBING, FULL-DEPTH PAVEMENT, AND ANY OTHER OBSTRUCTIONSENCOUNTERED IN PROPOSED BUMPOUT AREAS.

CONCRETE DRIVEWAY APRON,7" THICK, FRENCH GRAY

CONCRETE SIDEWALK, 5" THICK,FRENCH GRAY

HOT MIX ASPHALT DRIVEWAY,3" THICK

9" x 20" CONCRETE VERTICALCURB, DOT WHITE

14

13 18

17

PROPOSED LEGEND:

DETECTABLE WARNING SURFACE15HC

GRANITE BLOCK CURB19

24 25 26 27NEW SIGN (SEE ITEMS FOR TYPE)

31 32 33 34NEW TREE (SEE ITEMS FOR TYPE)

35 BG

RESET MANHOLE FRAME & GRATE(IF AND WHERE DIRECTED)11FURNISH AND INSTALL INLET HEAD,TYPE "N-ECO"

ST

INLET TYPE "B", 2.5' - 5.5' DEEP,with NEW TYPE N FRAME andBICYCLE SAFE GRATE

8

12

15" RCP PIPE, CLASS-V7

CONVERT INLETTO MANHOLE9 ST

LIMIT OFCONSTRUCTION

AND PAVING

LIMIT OFCONSTRUCTION

AND PAVING

LIMIT OFCONSTRUCTION

AND PAVING

LIM

IT O

F PA

VIN

G

MA

TCH

LIN

E

STA

. 21+

25

LIM

IT O

F CO

NST

RUCT

ION

NOTE ON WORK IN MORRIS TOWNSHIP:

1. IMPROVEMENTS LOCATED IN THE TOWNSHIP OF MORRIS ARE SUBJECT TO APPROVAL BY THETOWNSHIP OF MORRIS ENGINEER AND MAY CHANGE PENDING ANY DESIGN COMMENTS ISSUED.ANY DESIGN CHANGES WILL BE ISSUED PRIOR TO AWARD OF THE AFFECTED BID ALTERNATES.NO SEPARATE PAYMENT.