735 . 1857 M A T C H L I N E S T A . 40 + 00 ( S EE T H I S S H EET ) M A T C H L I N E S T A . 40 + 00 ( S EE T H I S S H EET ) PROPOSED C.R. 625 (HOLLYWOOD AVENUE) \ N 19^41’46" W 600.00’ N 08^36’41" W 677.48’ ALIGNMENT SCHEMATIC PLAN NEW JERSEY STATE PLANE COORDINATE SYSTEM (NAD83-96) TO THE MODIFIED LOCAL PROJECT COORDINATES T-1 ARORA and ASSOCIATES, P.C. PROFESSIONAL ASSOCIATION 3. INFORMATION ON THESE PLANS IS STATED AS A MODIFIED LOCAL PROJECT COORDINATES SYSTEM. THE MODIFIED LOCAL PROJECT COORDINATES SYSTEM AND NJ STATE PLANE GRID COORDINATE COINCIDED AT NORTH 745,631.2357 AND EAST 548,853.9354. USING A FACTOR OF 0.0997 PER 1,000 FEET WILL RESULT IN A NJ STATE PLANE GRID COORDINATE VALUE. IN A SOUTH OR WEST DIRECTION IS POSITIVE AND NORTH OR EAST DIRECTION IS NEGATIVE. CENTROID N - [(CENTROID N - GRID N)/COMBINE SCALE FACTOR]=NORTH VALUE MODIFIED LOCAL PROJECT COORDINATES CENTROID E - [(CENTROID E - GRID E)/COMBINED SCALE FACTOR]=EAST VALUE MODIFIED LOCAL PROJECT COORDINATES A CENTROID COORDINATE VALUE WAS ESTABLISHED USING THE AVERAGE OF BET’s 5110 AND 5111 (CENTROID N=745,631.2357 and CENTROID E=548,853.9354) COMBINED SCALE FACTOR ESTABLISHED BY AVERAGING THE PROVIDED BET’s VALUES (0.99990029) A POINT WITH THE NEW JERSEY STATE PLANE GRID COORDINATE VALUES OF N=745,157.6367 and E=548,264.5238 WOULD CREATE A VALUE OF N=745,157.5895 and E=548,264.4650 IN THE MODIFIED LOCAL PROJECT COORDINATE SYSTEM. THIS CONCEPT IS COVERED IN THE NJDOT SURVEY MANUAL IN CHAPTER 2 SECTION 2. THE EXISTING MONUMENTATION ALONG ROUTE 46 WAS RECOVERED AND HELD FOR ALIGNMENT OF THE CURRENT PROJECT. 48 JOHN M. ROSSI, P.L.S. NEW JERSEY PROFESSIONAL SURVEYOR LICENSE NO. 24GS04060900 C C C C C C C C C C C C C C C C C C C A C C C C A A C C A A C C C C C C C C A A C C C C C C C A 10 11 12 13 14 15 16 20 21 22 23 24 25 26 30 31 32 33 34 35 1 2 3 4 15 16 17 18 A C C C C C A 40 41 42 43 44 4 5 46 47 48 10 11 12 13 A C C A A C C LEGEND NOTES: HORIZONTAL DATUM NEW JERSEY STATE PLANE AND COORDINATE SYSTEM VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM OF 1988 NORTH AMERICAN DATUM OF 1983 (NAD83-96) NGS MONUMENTS C-2 RESET, 12-L-2, 12-M-2, 12-Y-2, 12-Z-2 NGS MONUMENTS C-2 RESET, D-73, E-73, G-73, R-73 = CURVE DATA = TIE AND ALIGNMENT DATA = EXISTING TRAVERSE DATA = TIE LINE TO SURVEY \ = PROPOSED \ = SURVEY \ B 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 110 115 120 125 5 3 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 N 48 ^ 07 ’ 48 " E 735 . 19 ’ 735 . 1857 N 61 ^ 15 ’ 25 " E 724 . 05 ’ N 66 ^ 20 ’ 2 6 " W 1 0 6 2 . 9 8 ’ N 04^38’60" W 210.19’ N 04 ^ 56 ’ 14 " W 63 0 . 38 ’ PROPOSED RAMP A \ PROPOSED RAMP D \ PROPOSED RAMP C \ PROPOSED RAMP B \ PROPOSED ACCESS A \ PROPOSED C.R. 625 (HOLLYWOOD AVENUE) \ 1+00.00 3 (ARORA CAP BAR) ELEV. 177.03 8+35.19 1 (BET 5110) ELEV. 176.06 15+59.24 4 (ARORA CAP BAR) ELEV. 177.80 20+00.00 32+93.17 58 (DRILL HOLE) ELEV. 179.38 39+23.56 r r r r r r N 54^58’54" E 385.00’ N 51^47’33" E 151.78’ S 51^47’33" E 171.53’ S 70^22’40" E 128.00’ N 50^32’17" E 129.79’ SURVEY LINE SURVEY LINE A-1 A-2 A-3 A-4 B-5 B-6 C-7 C-8 C-9 D-10 D-11 D-12 E-13 F-14 F-16 G-17 H-18 H-19 I-20 I-21 J-22 J-25 K-26 J-23 J-24 F-15 Existing C.R. 625 (Hollywood Ave) \ SURVEY LINE S 50^32’17" W 129.51’ N 19^41’46" W 600.00’ PROP. ACCESS ROAD A \ P.O.B. 10+00.00 = PROP. RAMP D \ P.O.B. 40+00.00 = Existing C.R. 625 (Hollywood Ave) \ P.O.L. 13+45.54 Existing C.R. 625 (Hollywood Ave) \ P.O.L. 12+87.32 PROP. RAMP C \ P.O.E. 35+17.12 = Existing C.R. 625 (Hollywood Ave) \ P.O.L. 10+00 PROP. RAMP B \ P.O.B. 20+00.00 = Existing C.R. 625 (Hollywood Ave) \ P.O.L. 7+53.60 PROP. RAMP A \ P.O.E. 16+78.72 = Existing C.R. 625 (Hollywood Ave) \ P.O.L. 6+94.59 60 (PK NAIL IN WHITE LINE) ELEV. 176.61 EQNAHD 4+44.73 EQNBK 4+22.96 15 20 Existing Route U.S. 46 \ Existing C.R. 615 (Fairfield Road) \ Existing C.R. 625 (Hollywood Ave) \ 0+64.26 = Existing C.R. 615 (Fairfield Road) \ 20+00.00 Existing Route U.S. 46 \ P.O.L. 121+78.00 = N 5 7 ^ 41 ’ 4 4 " E N 48 ^ 16 ’ 29 " E (N 56^22’48" E PLAN) 1. THE INFORMATION SHOWN ON THIS SHEET WAS OBTAINED FROM BET CONSULTANTS DATE OF SURVEY: 5/2005 THROUGH 6/2005. 2. SURVEY CONTROL REPORT INCLUSIVE OF SURVEY NOTES ON FILE AT ARORA AND ASSOCIATES, P.C. 3120 PRINCETON PIKE, 3RD FLOOR LAWRENCEVILLE, N.J. 08648-2372 130 105 = EXISTING N.J.D.O.T. MON. Mon. M on . M on . STA. 105+00 STA. 110+00 STA. 115+00 STA. 126+00 Mon. Mon. STA. 131+00 Mon. B B B B B B 24 25 28 29 30 54 59 60 53 61 62 41 40 39 38 37 42 55 34 43 33 36 52 46 35 56 44 57 48 47 49 31 58 45 50 51 23 S 02^26’20" E 134.03’ S 49^12’28" W 208.93’ = EXISTING \ ( R = 1 1 459 . 1 9 ’ P L AN ) P.T. 120+94.92 M o d i f i e d L o ca l P r o j ec t Co o r d i n a t e s CENTROID N - [(CENTROID N - GRID N)/COMBINE SCALE FACTOR]=NORTH VALUE MODIFIED LOCAL PROJECT COORDINATES CENTROID E - [(CENTROID E - GRID E)/COMBINED SCALE FACTOR]=EAST VALUE MODIFIED LOCAL PROJECT COORDINATES A CENTROID COORDINATE VALUE WAS ESTABLISHED USING THE AVERAGE OF BET’s 5110 AND 5111 (CENTROID N=745,631.2357 and CENTROID E=548,853.9354) COMBINED SCALE FACTOR ESTABLISHED BY AVERAGING THE PROVIDED BET’s VALUES (0.99990029) A POINT WITH THE NEW JERSEY STATE PLANE GRID COORDINATE VALUES OF N=745,157.6367 and E=548,264.5238 WOULD CREATE A VALUE OF N=745,157.5895 and E=548,264.4650 IN THE MODIFIED LOCAL PROJECT COORDINATE SYSTEM. THIS CONCEPT IS COVERED IN THE NJDOT SURVEY MANUAL IN CHAPTER 2 SECTION 2. Existing C.R. 615 (Fairfield Road) \ 20+03.86 PROP. C.R. 625 (HOLLYWOOD AVE) \ P.O.B. 0+84.81 = NEW JERSEY STATE PLANE COORDINATE SYSTEM (NAD 83-96) TO THE MODIFIED LOCAL PROJECT COORDINATES N 56^14’44" E (Modified Local Project Coordinates) N 45^10’07" E 177.96’ N 54^39’20" E 92.40’ 26 27 Existing C.R. 625 (Hollywood Ave) \ P.O.L. 13+27.54 L-27 PROPOSED C.R. 625 (HOLLYWOOD AVENUE) \ 53 (PK NAIL IN SIDEWALK) ELEV. 175.51 41 42 43 44 45 46 N 08 ^ 36 ’ 41 " W 677 . 48 ’ PROPOSED C.R. 625 (HOLLYWOOD AVENUE) \ 46+01.03 r SURVEY LINE 62 (ARORA’S DOCK SPIKE) ELEV. 173.46 B 32 A A 19 20 C. R. 625 ( HOLLYWOOD AVE. )\ 19 20 20 A POE STA. 21 +00 . 00 C. R. 6 2 5 ( HOLLYW OOD AVE. )\ A A A A TOWNSHIP OF FAIRFIELD COUNTY OF ESSEX Us e r Na m e : P l o t Da t e : P e n Ta b l e : De s i gn F il e : $ US E R NA ME $ $ DA TE $ $ P E NT A B LE $ $ F I LE $ $ T I ME $ NEW JERSEY DEPARTMENT OF TRANSPORTATION TIES ROUTE U.S. 46 AT HOLLYWOOD AVENUE CONTRACT NO. 053950370 SCALE: 1"=100’ 0 100’ 100’ 200’ 50’ T-2 ARORA and ASSOCIATES, P.C. PROFESSIONAL ASSOCIATION MICHAEL G. WRIGHT, P.E. NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE02963100 STATE FEDERAL PROJECT NO. N.J. NHS-7802(161)
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ALIGNMENT SCHEMATIC PLAN - New Jersey...centroid n - [(centroid n - grid n)/combine scale factor]=north value modified local project coordinates centroid e - [(centroid e - grid e)/combined
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735.1857
MATCH LINE STA. 40+00
(SEE THIS SHEET)
MATCH LINE STA. 40+00
(SEE THIS SHEET)
PROPOSED C.R. 625(HOLLYWOOD AVENUE) \
N 19^41’46" W
600.00’
N 08^36’41" W
677.48’
ALIGNMENT SCHEMATIC PLAN
NEW JERSEY STATE PLANE COORDINATE SYSTEM (NAD83-96) TO THE MODIFIED LOCAL PROJECT COORDINATES
T-1
ARORA and ASSOCIATES, P.C.
PROFESSIONAL ASSOCIATION
3. INFORMATION ON THESE PLANS IS STATED AS A MODIFIED LOCAL
PROJECT COORDINATES SYSTEM. THE MODIFIED LOCAL PROJECT
COORDINATES SYSTEM AND NJ STATE PLANE GRID COORDINATE
COINCIDED AT NORTH 745,631.2357 AND EAST 548,853.9354.
USING A FACTOR OF 0.0997 PER 1,000 FEET WILL RESULT IN
A NJ STATE PLANE GRID COORDINATE VALUE. IN A SOUTH OR
WEST DIRECTION IS POSITIVE AND NORTH OR EAST DIRECTION
IS NEGATIVE.
CENTROID N - [(CENTROID N - GRID N)/COMBINE SCALE FACTOR]=NORTH VALUE MODIFIED LOCAL PROJECT COORDINATES
CENTROID E - [(CENTROID E - GRID E)/COMBINED SCALE FACTOR]=EAST VALUE MODIFIED LOCAL PROJECT COORDINATES
A CENTROID COORDINATE VALUE WAS ESTABLISHED USING THE AVERAGE OF BET’s 5110 AND 5111
(CENTROID N=745,631.2357 and CENTROID E=548,853.9354)
COMBINED SCALE FACTOR ESTABLISHED BY AVERAGING THE PROVIDED BET’s VALUES (0.99990029)
A POINT WITH THE NEW JERSEY STATE PLANE GRID COORDINATE VALUES OF N=745,157.6367 and E=548,264.5238
WOULD CREATE A VALUE OF N=745,157.5895 and E=548,264.4650 IN THE MODIFIED LOCAL PROJECT COORDINATE SYSTEM.
THIS CONCEPT IS COVERED IN THE NJDOT SURVEY MANUAL IN CHAPTER 2 SECTION 2.
THE EXISTING MONUMENTATION ALONG ROUTE 46
WAS RECOVERED AND HELD FOR ALIGNMENT OF
THE CURRENT PROJECT.
48
JOHN M. ROSSI, P.L.S.
NEW JERSEY PROFESSIONAL SURVEYOR LICENSE NO. 24GS04060900