Positive_Offset_with_FYA_5_Locations_plans.pdf

NOTES

1. All construction shall be performed in accordance with contract specifications; plans; city of phoenix supplements to MAG Standard Specifications and Details; and MAG Standard Specifications and Details, in that order of precedence, at the time of construction bid.

2. All storm sewer manholes are to be constructed without steps.

3. Pipe connections to existing concrete pipe mains shall be made in accordance with details called out on the plans. connection to mains shall not be closer than 5', center to center.

4. Pipe connections to new precast concrete pipe mains shall be made with factory made wyes or tees. The detail of the fittings must be submitted to the Engineer for approval prior to manufacture. Pipe connections to new cast in place concrete pipe mains shall be made per C.O.P. Detail p1576.

5. Catch basin connector pipes shall be laid on a straight alignment and slope unless otherwise specified. If breaks in alignment or slope are necessary to meet field conditions, the maximum deflection shall be 22-1/2° . The bend shall be collared according to C.O.P. Detail p1505. Any angle bends greater than 22-1 /2" shall be prefabricated.

6. Connector pipes shall connect to catch basin walls at an angle not to exceed 22-1 /2" from perpendicular.

7. Facilities which are not specifically located with actual vertical and horizontal controls, are located only approximately and to the best available information provided by various owners of the facilities, and supplemented by visual surface information where appropriate. Accuracy, location and completeness of this information shall be verified by the contractor prior to initiation of construction.

8. At least two working days before construction, the Contractor shall contact Bluestake to find and flag underground utilities. The Contractor shall contact other appropriate utilities directly if they are not on Bluestake system.

9. Vertical information is based on City of Phoenix datum.

10. Unless otherwise noted, stations shown on pipe profiles are along centerline of pipe.

11. Unless otherwise noted, pipe shall be bedded in accordance with City of Phoenix Detail p1200.

12. Catch basins are stationed perpendicular to the centerline of the street at the centerline of the maintenance basin.

13. Sanitary sewer mains and taps crossing over storm drain mains shall be supported per M.A.G.

Detail 403-1, 403-2, or 403-3.

14. All existing precast concrete safety curbs and all existing wooden parking curbs, which are inside the right of way and approximately parallel to the new curb line, shall be reset on the right of way directly opposite their existing location, with the back edge on the right of way line. All other precast concrete safety curbs inside the street right of way shall be salvaged and stock piled for the owner at the right of way line.

15. Existing precast concrete safety curbs outside the right of way, which are disturbed by new construction shall be reset in their original position by the contractor.

16. All existing driveways and all existing alleys shall be graded to match the new work in accordance with Std. Detail p1164, unless otherwise specified. Existing surfacing shall be removed and replaced as necessary.

17. Relocate fire hydrants per C.O.P. Std Dtls p-1359, p1360, p1361, p1362 and C.O.P. MAG Specifications 610 and C.O.P. Supplement 756.

18. When relocating a fire hydrant back (x') from original location, remove existing fire hydrant and install new per C.O.P Std. Dtl. p-1360, p 1362 (p-1391 ), restraint joints, no thrust blocks (typ).

19. All fire hydrant relocations shall replace existing tee in accordance with C.O.P. Supplement Detail p-1344.

20. All fire hydrants shall maintain a 6-foot clearance from any utility and above ground structures.

Also, need to maintain a 6' radius around the fire hydrant for Phoenix Fire Department to access.

21. The Contractor shall layout all ADA ramps, junction boxes and foundation locations for approval by the traffic signal representative. All ADA ramps shall be layed out in white marking paint to determine best traffic signal pole locations.

22. At least two weeks prior to commencement of any work, a Kinder Morgan right of way specialist will arrange for a pipeline representative to be present during work that is near their gas pipelines. The right of way specialist can be reached at brice_box@kindermorgan.com or (623) 734-3700.

23. Contractor to pothole Kinder Morgan gas lines prior to boring for traffic signal conduit.

24. The Contractor to submit for and obtain approval for any traffic control setup within the City of Glendale.

LEGEND ATE N

.O

.d

SU.

A. .

F II

RE

T

C igs n Da et

NAZO

RA

I

C e

,Expi r es 9/30/ 2 20 7

030720

LEGEND & NOTES

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

POSITIVE OFFSET W/ FYA

ST89340644

CATCH BASIN

CATV MANHOLE

CATV RISER

CURB INLET

ELECTRIC CABINET

ELECTRIC JUNCTION BOX

ELECTRIC MANHOLE

ELECTRIC TRANSFORMER

FIRE HYDRANT

GAS METER

GAS RISER

GAS VALVE

GUY ANCHOR

IRRIGATION FLOOD VALVE

IRRIGATION MANHOLE

SANITARY SEWER MANHOLE

STORM DRAIN MANHOLE

TELEPHONE MANHOLE

TRAFFIC SIGNAL JUNCTION BOX

UG CATV VAULT

UG ELECTRIC VAULT

UG FIBER OPTIC VAULT

UG TELEPHONE VAULT

UG WATER VAULT

WATER MANHOLE

WATER METER

WATER VALVE

WATER HANDHOLE

CTV

CAB

E

T

G

I

IR

S

D

T

CTV

E

F

T

W

W

W

UTILITY POLE

G GAS MANHOLE

UG GAS VAULTG

IRRIGATION METER

J

J

CAB TELEPHONE CABINET

G

W

IR

UTILITY SYMBOLS

NEW VERTICAL CURB & GUTTER -

M.A.G. DETAIL 220 TYPE "A"

EXISTING VERTICAL CURB & GUTTER -

M.A.G. DETAIL 220 TYPE "A"

NEW CONCRETE DRIVEWAY

PER DETAIL NO. ON PLANS

NEW CONCRETE SIDEWALK RAMP

PER DETAIL NO. ON PLANS

NEW TRAFFIC SIGN

EXISTING TRAFFIC SIGN

NEW TRAFFIC SIGNAL POLE W/ MAST

ARM & SIGNAL INDICATIONS

NEW STREET LIGHT & POLE

EXISTING STREET LIGHT & POLE

NEW STREET LIGHT

EXISTING STREET LIGHT

MICROSEAL COAT

NEW ARCHITECTURAL RETAINING WALL

LINE STYLES

WATER LINE

SANITARY SEWER LINE

STORM DRAINAGE LINE

ELECTRIC LINE

TELEPHONE LINE

NATURAL GAS LINE

FIBER OPTIC CABLE TV LINE

END OF UTILITY LINE

IRRIGATION LINE

TRAFFIC SIGNAL LINE

LIMITS OF ASCE 38-22 INVESTIGATION

OVERHEAD ELECTRIC LINE

FIBER OPTIC TELEPHONE LINE

LOSS OF SIGNAL / END OF INFORMATION

CABLE TV LINE

OVERHEAD CABLE TV LINE

ABANDONED UTILITY LINE

UNKNOWN UTILITY LINE

UTILITY LINE W/ SIZE & TYPE (GREATER THAN 12")UL

FENCE

RIGHT OF WAY LINE

P

TELEPHONE PEDESTALTEL

CONCRETE

SECTION CORNER

QUARTER SECTION CORNER

FOUND BRASS CAP IN HAND HOLE

FOUND BRASS CAP FLUSH

SB

PB

NEW NO. 7 TRAFFIC SIGNAL PULL BOX

CONTROLLER CABINET (CONT)

POWER SERVICE PEDESTAL (PSP)

ABDN ABANDONED

CCP CONCRETE CYLINDER PIPE

CIP CAST IRON PIPE

CP CONCRETE PIPE

DIP DUCTILE IRON PIPE

FOT FIBER OPTIC TELEPHONE

OHE OVERHEAD ELECTRIC

OHT OVERHEAD TELEPHONE

PRI PRIVATE

PVC POLYVINYL CHLORIDE

STL STEEL

TH TESTHOLE

CTV CABLE TELEVISION

OH OVERHEAD

TELE TELEPHONE

CU COPPER PIPE

PE POLYETHYLENE PIPE

INV INVERT

UNK UNKNOWN

EL ELEVATION

TN TOP OF NUT

FOCT FIBER OPTIC CABLE TELEVISION

VCP VITRIFIED CLAY PIPE

CCTV CLOSED CIRCUIT TELEVISION

ACP ASBESTOS CONCRETE PIPE

CBC CONCRETE BOX CULVERT

PP PLASTIC PIPE

APS ARIZONA PUBLIC SERVICE

CL LUMEN - CENTURYLINK

MCI VERIZON BUSINESS

ZAYO ZAYO GROUP

COX COX COMMUNICATIONS

PAU PAULEY CONSTRUCTION LLC

COP CITY OF PHOENIX

PVT PRIVATE UTILITY OWNER

A.P.W.A. AMERICAN PUBLIC WORKS ASSOCIATION

ATT AMERICAN TELEPHONE & TELEGRAPH

CRC CROWN CASTLE SOLUTIONS CORPORATION

SWG SOUTHWEST GAS

PDS PARADISE SCHOOLS

LUM

UTILITY OWNER ABBREVIATIONS

ABBREVIATIONS

SYMBOLS

SECTION LINE

BOUNDARY LINE

SANITARY SEWER LINE

WATER LINE

CENTURYLINK UNDERGROUND UTILITY LINE

CENTURYLINK FIBER OPTIC LINE

COX UNDERGROUND UTILITY LINE

UNDERGROUND ELECTRIC LINE

EASEMENT LINE

ST

FOUND/SET PROJECT BENCHMARK

SRP UTILITY CROSSING DETAIL

SW SIDEWALK

G GUTTER

TP TOP OF PAVEMENT

TC TOP OF CURB

TR TOP OF RAMP

TRC TOP OF RETENTION CURB

QUANTITY SUMMARY

ITEM No. DESCRIPTION UNIT SHEET TOTAL QUANTITY

Union Hills Dr & 51st Ave Bell Rd & 19th Ave Bell Rd & Cave Creek Rd Greenway Rd & 32nd St Baseline Rd & 19th Ave Removal Paving Striping Removal Paving Striping Removal Paving Striping Removal Paving Striping Removal Paving Striping

M3001001 Sawcut & Remove Existing Asphalt Pavement Sq. Yd. 141 84 476.5 164.5 106 972 Sq. Yd.

M3001002 Sawcut & Remove Existing Curb & Gutter Lin. Ft. 610 363 420 706 503 2602 Lin. Ft.

M3001003 Sawcut & Remove Existing Sidewalk & Ramp Sq. Ft. 1476 1341 2709 1584 526 7636 Sq. Ft.

M3001006 Sawcut & Remove Existing Median, Signs, Railing Sq. Ft. 950.4 180 190 2223 652.5 4196 Sq. Ft.

M3001007 Sawcut & Remove Existing Concrete Pavement Sq. Yd. 218 218 Sq. Yd.

M3010001 Subgrade Preparation Sq. Yd. 218 96 487 341 167 1309 Sq. Yd.

M3290100 Emulsified Asphalt For Tack Coat, Type SS-1h Ton 0.05 0.03 0.01 0.07 0.04 0.2 Ton M3360224 Sawcut, Remove and Replace A.C. Pavement (2"), C.O.P. Standard Detail P-1200 Sq. Yd. 6.5 6.5 Sq. Yd.

M3360260 Asphalt Concrete For Permanent Pavement Replacement, Type C 3/4, 6" Thick Sq. Yd. 385.5 385.5 Sq. Yd.

M3360300 Asphalt Concrete For Permanent Pavement Replacement, Type C 3/4, 9" Thick Sq. Yd. 218 96 101 341 167 923 Sq. Yd.

M3362100 Microseal Coat & Crack Seal Sq. Yd. 14817 11612 10977 14054 5763 57223 Sq. Yd.

M3400000 Concrete Median Nose Sq. Ft. 348 59 42 516 62 1027 Sq. Ft.

M3400400 Concrete Sidewalk, Std. Detail P-1230 (9" Thick) Sq. Ft. 114 93 230 196 1238 1871 Sq. Ft.

M3400415 Truncated Domes for Sidewalk Ramps Sq. Ft. 88 80 80 80 14 342 Sq. Ft.

M3400449 Concrete Driveway Entrance, Std. Detail 250 (6" Thick) Sq. Ft. 446 446 Sq. Ft.

M3400490 Concrete Curb Ramp, Std Details P-1233 (9" Thick) Modified Sq. Ft. 2335 2382 1951 2047 214 8929 Sq. Ft.

M3400656 Concrete Pavement, Std. Detail P-1256-2, 9" Thick, Class "A" Concrete Sq. Ft. 17 15 1962 5 15 2014 Sq. Ft.

M3402201 Combined Concrete Curb and Gutter, Std. Detail 220, Type "A", H=6" Lin. Ft. 235 260 301 227 26 1049 Lin. Ft.

M3402222 Concrete Single Curb, Std. Detail 222, Type "B" Lin. Ft. 222 66 28 230.5 60 606.5 Lin. Ft.

M3402234 Concrete Single Curb, Std. Detail 222 Type "B" Modified per Plans Lin. Ft. 43 43 Lin. Ft.

M3402248 Reinforced Concrete Retention Curb, Per Plans Lin. Ft. 37 37 Lin. Ft.

M3453001 Adjust Existing Type "A" Water Valve, Standard Detail P-1391 and P-1391-1 Each 1 1 Each M3453018 Adjust Utility Handhole Frame and Cover to Grade, Std. Det. P-1270 Each 1 1 2 Each M3500309 Sign Removal Each 2 6 6 3 5 22 Each M3500400 Obliterate Existing Pavement Markings Job 1 1 1 1 1 5 Job M4153063 Install Bollard Per MAG STD DTL 140, Type 2, Removable Each 7 7 Each M4153105 Safety Rail, MAG Detail 145 Lin. Ft. 37 37 Lin. Ft.

M4304000 Decomposed Granite, 3/4" Minus For General Landscape Sq. Yd. 156 156 Sq. Yd.

M6101803 Relocate Existing Water Meter, Det P-1363 and P-1370 Each 1 1 Each M6108010 Relocate Fire Hydrant, Det. P1360 and P1362 Each 1 1 2 Each

ATE N

.O

.d

SU.

A. .

F II

RE

T

C igs n Da et

NAZO

RA

I

C e

,Expi r es 9/30/ 2 20 7

030720

QUANTITY SUMMARY

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

POSITIVE OFFSET W/ FYA

ST89340644

QUANTITY SUMMARY - CITY OF GLENDALE SIGNING AND STRIPING

ITEM No. DESCRIPTION UNIT SHEET TOTAL QUANTITY

Union Hills Dr & 51st Ave Removal Paving Striping

M4004004 Raised Pavement Marker, Type D, Yellow Two-Sided (Reflective) (City of Glendale) Each 6 6 Each

M4004101 Sign Post (P-1) Square Perforated (City of Glendale) Each 1 1 Each

M4004102 Foundation for Sign Post (P-1) (Perforated, U-Channel or Round) (City of Glendale) Each 1 1 Each

M4004109 Flat Sheet Aluminum Sign Panel (0.080") (City of Glendale) Sq. Ft. 15.5 15.5 Sq. Ft.

M4004526 Pavement Marking (White Thermoplastic) (0.090") 4" (City of Glendale) Lin. Ft. 1145 1145 Lin. Ft.

M4004527 Pavement Marking (Yellow Thermoplastic) (0.090") 4" (City of Glendale) Lin. Ft. 120 120 Lin. Ft.

M4004531 Pavement Marking (White Thermoplastic) (0.090") 12" (City of Glendale) Lin. Ft. 181 181 Lin. Ft.

M4004570 Pavement Marking, Preformed, Single Arrow (Left Turn) (City of Glendale) Each 1 1 Each M4004575 Pavement Marking, Preformed, Single Arrow (Right Turn) (City of Glendale) Each 1 1 Each

34+00 35+00 36+00 37+00 38+00 39+00 40+00

5+

6+

7+

8+

0+

1+

10+00 11+00

2+

2+

.9

61+00 61+62.92

BASIS OF SURVEY

BASIS OF BEARING

CITY OF PHOENIX BENCHMARKS

st A

V E

UNION HILLS DR

CITY OF

GLENDALE

CITY OF

PHOENIX

S 89° 47' 21" W

2511.05'

S

' 3

" W

.7

(BASIS OF BEARINGS)

N 89° 46' 55" E

2651.88'

S

' 3

" E

.2

Ex .R

O W

Ex .R

O W

55' Ex.ROW

55' Ex.ROW

Ex .R

O W

Ex .R

O W

55' Ex.ROW

55' Ex.ROW

ATE N

.O

.d

SU.

A.

F II

RE

T

C igs n Da et

NAZO

RA

I

C e

,Expi r es 9/30/ 2 20 7

030720

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

N

GEOMETRIC CONTROL

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

POSITIVE OFFSET W/ FYA

UNION HILLS DR & 51ST AVE

ST89340644

BENCHMARKS & MONUMENTS TABLE

Point # Benchmark Station Northing Easting Elevation Description

1 BM1 36+51.88, UNION HILLS 965758.91 623262.97 1289.79 BCHH

2 BM2 61+62.92, UNION HILLS 965768.15 625774.00 1299.88 BCHH

3 BM3 152+84.95, 51ST AVE 968397.35 623198.08 1301.46 BCHH

4 BM4 100+00, 51ST AVE 963113.58 623217.84 1278.42 BCHH

5 10+00, UNION HILLS 965748.82 620611.11 1279.83 BCF

8' Ex. P.U.E

Ex P.

U .E16'Drainway &

Sewer Esmt

T

34+00 35+00 36+00 37+00 38+00

6+

7+

30.9'

1+

2+

UNION HILLS DR

1 2 3

1 2 3

1 2 3

1 2 3

21 4 st A

V E

REMOVE EXISTING

STRIPING EAST LEG

UP TO STA.

41+00

REMOVE EXISTING

STRIPING NORTH

LEG UP TO STA.

131+30

REMOVE EXISTING

STRIPING WEST LEG

UP TO STA. 33+80

REMOVE EXISTING

STRIPING SOUTH

LEG UP TO STA.

121+65

ATE N

.O

.d

SU.

A.

F II

RE

T

C igs n Da et

NAZO

RA

I

C e

,Expi r es 9/30/ 2 20 7

030720

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

SIGN REMOVAL

REMOVE EXISTING

R4-7 & OM3-L SIGNS

N

SAWCUT & REMOVE

ASPHALT PAVEMENT

SURFACE COURSE FULL

DEPTH (2' WIDE)

SAWCUT & REMOVE CURB

AND GUTTER, SINGLE CURB

AND PARTIAL BUS BAY

PAVEMENT

SAWCUT & REMOVE

EXISTING RAMP & SIDEWALK

TO NEAREST

CONTROL JOINT

REMOVE MEDIAN SLAB TO

NEAREST JOINT

REMOVE STRIPING

(also refer to striping sheet 30 of 46)

REMOVE PAVEMENT

MARKING (LEFT TURN

ARROW, BIKE LANE

MARKING, "SCHOOL")

REMOVE EXISTING SIGN &

POST ASSEMBLY

REMOVE EXISTING TRAFFIC

SIGNAL EQUIPMENT- SEE

SHEET 27 OF 46

REMOVE EXISTING SINGLE

CURB

REMOVE

1 141 SY

609 LF

164 SY

105.6 SY

10721 LF

10 EA

1 EA

32 LF

REMOVALS

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

POSITIVE OFFSET W/ FYA

UNION HILLS DR & 51ST AVE

ST89340644

COX NOTE:

** CAUTION: PROPOSED DEMOLITION ABOVE

EXISTING COX FACILITIES. PROCEED WITH

CAUTION & PROTECT IN PLACE.

** PEDESTAL WITHIN PROJECT VICINITY BUT

OUTSIDE OF IMMEDIATE CONSTRUCTION

AREA. DROPS SERVICE IN THE AREA,

PROTECT IN PLACE.

SUBGRADE PREPARATION-100%

COMPACTED (REFER TO CITY OF

PHOENIX STANDARD

SPECIFICATIONS AND DETAILS FOR

PUBLIC WORKS CONSTRUCTION,

2015 ED. 301-1)

ASPHALT CONCRETE (AC) FOR

PERMANENT PAVEMENT

REPLACEMENT COURSE, THREE

LIFTS OF C 3/4, 9" THICK OR

MATCH EXISTING AC, WHICHEVER

IS THICKER (SEE TYP. PAVEMENT

STRUCTURAL SECTION- THIS

SHEET)

EMULSIFIED ASPHALT FOR TACK

COAT, TYPE SS-1H (DILUTED

50:50, AT A RATE OF 0.05 TO 0.1

GALLONS PER SQUARE YARD. REF:

CITY OF PHOENIX STANDARD

SPECIFICATIONS AND DETAILS FOR

PUBLIC WORKS CONSTRUCTION,

2015 ED. 329-3)

6" V.C.&G. MAG 220-1 TYPE A

MAG RADIAL CURB RAMP

236-1MODIFIED AND MAG

DIRECTIONAL CURB RAMP 237-3

PER DETAIL ON SHEET-7 WITH

SIDEWALK REPLACEMENT TO

NEAREST JOINT, MATCH EXISTING

SIDEWALK PER COP STD. DTL.

1230, AND WITH 6" V.C.&G. MAG

220 TYPE A (RAMPS AND

SIDEWALK ON ARTERIALS TO BE 9"

THICK)

MAG RADIAL CURB RAMP

236-1MODIFIED PER DETAIL ON

SHEET-7 WITH SIDEWALK

REPLACEMENT TO NEAREST JOINT,

MATCH EXISTING SIDEWALK PER

COP STD. DTL. 1230, AND WITH 6"

V.C.&G. MAG 220 TYPE A

MAG RADIAL PARALLEL CURB RAMP

236-5 (SEE NOTE 1.) MODIFIED

PER DETAIL THIS SHEET WITH

SIDEWALK REPLACEMENT TO

NEAREST JOINT, MATCH EXISTING

SIDEWALK PER COP STD. DTL.

1230, AND WITH 6" V.C.&G. MAG

220 TYPE A

9" SIDEWALK PER COP DTL P1230

CONSTRUCT MEDIAN AND NOSE

TRANSITION PER MAG DET 223,

CLASS B CONCRETE IN MEDIAN

6" V.C. MAG 222 TYPE B

9" THICK, CLASS "A" CONCRETE

PAVEMENT PER COP STD DET

P-1256-2 WITH CURB

4.1 LF

2 EA

1 EA

1 EA

114 SF

348 SF

222 LF

7.2 SF

INSTALL

218 SY

69 TON

0.05 TON

ST

CB

P

E

P

P

SS

STC

B

E

TEL

TEL

P

F

E

W W

IR

ST

SB

CB

W

P

SB

SB

W

T

T

PB

PB

PB

T

SS

ST

34+00 35+00 36+00 37+00 38+00

5+

6+

7+

8+

CITY OF

PHOENIX

CITY OF

GLENDALE

15.0'

24.0'

41.0'

48.5'

53.0'

62.4'

.9

.5

.3

.0

.0

.9

26.0'

28.0'

18.0'

4.6'

9.0'

48.0'

52.0'

.0

.0

.2 ' 4

.4

.9

.7

.0

.0

8"W W W

W

" W

8"

D

IP

W

D

IP

W

D

IP

W

10" 8"

" S

S

144" RCP 144" RCP144" RCP

" R

G R

C P

" R

G R

C P

" W

" W

12" W

W Abandoned

" R

C P

G

AS

UGE

UGE

8"

ZAYO ZAYOZAYO

VERIZON VERIZON

VERIZON OH

NOTE

1. RETENTION CURB OR RAMP CURB SHALL

NOT BE CONSTRUCTED PER MAG DETAIL

236-5. THE EXISTING CURB SHALL

FUNCTION AS RAMP CURB.

MICROSEAL COAT AND CRACK

SEAL

PROTECT EXISTING JUNCTION BOX

IN PLACE

RELOCATE JUNCTION BOX BY

OTHERS

RECONSTRUCT EXISTING SINGLE

CURB PER MAG 222 TYPE B

14,817 SY

1 EA

2 EA

32 LF

st A

V E

UNION HILLS DR

14 SY1

15 SY

14 SY 1

15 SY 1

SEE DETAIL #3

SHEET- 73 SEE DETAIL #4

SHEET- 7 4

SEE DETAIL #2

SHEET- 7 5SEE DETAIL #1

SHEET- 73

160 SY 1

432 SF7

216 LF

62 4.1 LF 23 SF

7.2 SF

ATE N

.O

.d

SU.

A.

F II

RE

T

C igs n Da et

NAZO

RA

I

C e

,Expi r es 9/30/ 2 20 7

030720

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

N

PAVING

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

POSITIVE OFFSET W/ FYA

UNION HILLS DR & 51ST AVE

ST89340644

47' Ex.FOC

34' Ex.FOC

Ex .F

O C

Ex .F

O C

Ex .F

O C

Ex .F

O C

47' Ex.FOC

34' Ex.FOC

55' Ex.ROW

55' Ex.ROW

Ex .R

O W

Ex .R

O W

Ex .R

O W

Ex .R

O W

55' Ex.ROW

55' Ex.ROW

8' Ex. P.U.E

Ex P.

U .E

16'Drainway & Sewer Esmt

FENCE

MASONRY

HALF WALL

MASONRY

HALF WALL

MASONRY WALL

EXISTING ESMT.

EXISTING ESMT.

NEW ROW

EASEMENT

EX. CB

EX. CB

EX. CB

MICROSEAL EXTENT:

STATION 121+65

MICROSEAL EXTENT:

STATION 131+30

M

IC

R O

S

EA

L

EX

TE

N T:

S

TA

TI

O

N

32 LF

SUBGRADE

100% COMPACTED

(EXISTING SOIL)

TYPICAL PAVEMENT

STRUCTURAL SECTION

TACK COAT

SUBGRADE

3" C-3/4 AC PAVEMENT

3" C-3/4 AC PAVEMENT

3" C-3/4 AC PAVEMENT

6 25 SF

6 21 SF

6 16 SF 12

MICROSEAL EXTENT:

STATION 41+00

629 SF

COX NOTE:

** CAUTION: PROPOSED GRADING AND PAVEMENT ABOVE

EXISTING FACILITIES. PROCEED WITH CAUTION &

P

P

TEL

TEL

P

T

T

PB

PB

36+00 37+00

6+

7+

70.7'

5.3'

5.5'

6.1'

5.2'

4.

7'

6.

1'

5.

4'

5.7

6.8'

7.5'

6.1'

4.9'

5.3'

5.6

4.

2'

.4

4.1'

5.6'

R1 .8

R .0

R1.9'

UNION HILLS DR

st A

V E

Note:

1. All stations are based on Union Hills Dr alignment.

2. All dimensions to face of curb.

3. Base elevation is 1200.00 ft.

DETAIL #1

SCALE 1"=10'

DETAIL # 2

SCALE 1"=10'

DETAIL # 3

SCALE 1"=10'

DETAIL # 4

SCALE 1"=10'

5.4'

.5

.1

.0

5.4'

5.0'

.4

.5

5.5'

MATCH EXIST, TC ±90.40, G ±89.90

+16.22, 81.90' LT

MATCH EXIST, TP ±89.99

+17.67, 81.95' LT

TC/G 90.15

+97.97, 72.73' LT

TC/G 89.85

+15.62, 74.64' LT

TC/G 89.82

+14.34, 69.80' LT

TC 90.05, G 89.80

+13.19, 66.89' LT

TC 89.90, G 89.67

+97.58, 50.20' LT

TC/G 89.62

+92.76, 48.10' LT

TC/G 89.59

+87.75, 46.75' LT

TC 89.81, G 89.56

+82.80, 46.18' LT

MATCH EXIST, TC ±90.02, G ±89.52

+74.02, 47.48' LT

MATCH EXIST, TP ±89.62

+73.91, 44.65' LT

MATCH EXIST, SW ±90.78

+02.54, 91.89' LT

MATCH EXIST, TC ±90.74, G ±90.24

+97.14, 91.77' LT

MATCH EXIST, TP ±90.29

+95.65, 91.73' LT

MATCH EXIST, TP ±89.91

+32.84, 45.55' LT

TC 90.38, G 89.88

+32.85, 47.10' LT

TC/SW ±90.46

+32.84, 54.08' LT

TC 90.73, G 90.23

+97.24, 87.71' LT

TC/G 90.19

+97.35, 79.70' LT

TC 90.59, G 90.09

+01.93, 62.54' LT

TC 90.54, G 90.04

+07.13, 55.84' LT

TC/G 89.97

+17.40, 49.36' LT

TC/G 89.93

+24.14, 47.47' LT

MATCH EXIST, TP ±89.45

+76.76, 45.11' RT

MATCH EXIST, TC ±89.92, G ±89.42

+76.76, 46.61' RT

MATCH EXIST, SW ±90.02

+76.76, 52.01' RT

MATCH EXIST, SW ±89.57

+10.43, 86.95' RT

MATCH EXIST, TC ±89.55, G ±89.05

+15.95, 82.78' RT

MATCH EXIST, TP ±89.20

+17.45, 82.82' RT

MATCH EXIST, SW ±90.13

+32.69, 52.31' RT

MATCH EXIST, TP ±90.03,

G ±89.53

+32.45, 46.86' RT

MATCH EXIST, TP ±89.59

+32.34, 45.38' RT

MATCH EXIST, TP ±89.25

+95.68, 81.09' RT

MATCH EXIST, TC ±89.71, G ±89.21

+97.17, 81.10' RT

TC 90.01, G 89.51

+29.33, 46.96' RT

.4

.6

.0

6.

1'

.3

6.2' 6.0' 5.1' 6.3'

18.7'

6.1' .0

.1

3.4'

.7

TC/G 89.48

+23.77, 47.88' RT

TC/G 89.45

+19.02, 49.38' RT

TC 89.91, G 89.41

+13.54, 52.17' RT

TC 89.82, G 89.32

+02.66, 62.99' RT

TC/G 89.28

+99.83, 68.42' RT

TC/G 89.25

+98.26, 73.16' RT

TC 89.72, G 89.22

+97.31, 78.69' RT

TC 89.94, G 89.44

+80.20, 46.60' RT

TC/G 89.47

+86.19, 46.95' RT

TC/G 89.43

+91.18, 48.07' RT

TC 89.88, G 89.38

+96.98, 50.40' RT

TC 89.72, G 89.22

+10.64, 62.84' RT

TC/G 89.17

+13.46, 68.29' RT

TC/G 89.13

+15.02, 73.04' RT

TC 89.58, G 89.08

+15.99, 79.09' RT

7.7'

.9

10.9'

8.6'

12.1' 7.0'

8.8'

.0

TC 91.27, TP 90.05

+26.03, 54.24' LT

TC 91.40, TP 90.18

+20.38, 59.57' LT

TC 91.50, TP 90.74

+15.71, 64.69' LT

TC 91.58, TP 90.77

+11.87, 68.59' LT

TC 91.69, TP 90.34

+06.97, 73.53' LT

TC 91.75, TP 90.35

+04.21, 76.33' LT

TC 91.77, TP 90.35

+04.14, 80.31' LT

TC 91.80, SW 90.82

+03.94, 87.86' LT

MATCH EXIST, TC/SW ±90.56

+10.72, 81.83' LT

TC 90.71, G 90.21

35+19.31, 09.01' LT

MATCH EXIST, TC ±90.32, G ±89.82

34+11.22, 09.07' LT

MATCH EXIST, TC ±90.33, G ±89.83

34+11.22, 02.84' LT

TC 90.42, G 89.92

34+40.87, 05.33' LT

R3 5.0

R35.0'

R35.0'

5.0' 5.2' 5.3'

.3

.1

.0

.1

.2

TC 90.11, G 89.87

+16.06, 77.71' LT

TC 90.50, TP 90.25

+08.11, 78.53' LT

TC 90.11, TP 89.86

+79.57, 53.07' LT

TP 89.95

+81.01, 57.26' RT

ATE N

.O

.d

SU.

A.

F II

RE

T

C igs n Da et

NAZO

RA

I

C e

,Expi r es 9/30/ 2 20 7

030720

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

N

RAMPS & MEDIAN DETAIL

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

POSITIVE OFFSET W/ FYA

UNION HILLS DR & 51ST AVE

ST89340644

.3

.6

.0

30.9'

6.8'

6.6'

6.9'

4.6'

4.

2'

6.8'

41.8' 35 .6

8.

4'

5.1%

4.7%

4.0%

.8

9.5%

7.4%

.4

8.

9%

.4

9.0%

7.1%

7.8%

.9

.3

5.3% 5.0%

4.4%

7.

4%

MATCH EXIST, TP ±89.27

+15.97, 70.86' RT

MATCH EXIST, TP ±89.40

+09.16, 58.26' RT

MATCH EXIST, TP ±89.46

+00.12, 50.43' RT

MATCH EXIST, TP ±89.44

+89.25, 46.00' RT

5.0' 5.6' 3.1'

TP 90.14

+28.65, 59.64' RT

TC 90.79, G 90.29

35+19.29, 05.23' LT

TC 90.12, G 89.62

34+25.40, 03.55' LT

MATCH EXIST, TP ±89.60

+20.75, 47.19' RT

MATCH EXIST, TP ±89.48

+11.08, 52.09' RT

MATCH EXIST, TP ±89.41

+02.67, 60.44' RT

MATCH EXIST, TP ±89.39

+97.27, 71.31' RT

MATCH EXIST, TP ±89.94

+16.51, 72.17' LT

MATCH EXIST, TP ±89.87

+11.43, 60.89' LT

MATCH EXIST, TP ±89.85

+03.48, 52.41' LT

MATCH EXIST, TP ±89.64

+89.57, 45.78' LT

MATCH EXIST, TP ±90.05

+22.44, 46.26' LT

MATCH EXIST, TP ±90.11

+09.33, 52.18' LT

MATCH EXIST, TP ±90.21

+02.27, 59.32' LT

MATCH EXIST, TP ±90.25

+97.03, 70.20' LT

MATCH EXIST, TP ±90.28

+95.83, 81.49' LT

.2

5.3'

.0

5.0' MATCH EXIST, SW ±90.35

+37.85, 47.55' LT

MATCH EXIST, SW ±90.42

+37.90, 52.52' LT

MATCH EXIST, SW ±89.65

+97.58, 86.13' RT

MATCH EXIST, SW ±89.75

+02.57, 86.23' RT

SW 89.77

+02.62, 83.93' RT

5.0'

MATCH EXIST, SW ±89.51

+15.43, 86.99' RT

MATCH EXIST, SW ±90.08

+72.37, 54.28' LT

MATCH EXIST, SW ±89.98

+71.33, 48.39' LT

.0

1.2'

2.8'

TC 89.79, G 89.54

+78.56, 46.68' LT

MATCH EXIST, TP ±89.66

+81.67, 44.64' LT

R32.0'

.5

LEGEND

SECTION CORNER

QUARTER SECTION CORNER

FOUND BRASS CAP IN HAND HOLE

SECTION LINE

RIGHT OF WAY

34+00 35+00 36+00 37+00 38+00 39+00

4+

5+

6+

7+

8+

61+00 61+58.87 10+00 11+00

2+

2+

.2

0+

1+

BASIS OF SURVEY

BASIS OF BEARING

BASIS OF SURVEY

BASIS OF BEARING

CITY OF PHOENIX BENCHMARKS CITY OF PHOENIX BENCHMARKS

TH

A V E

BELL RD

S 89° 47' 22" W

2512.42'

S

' 0

" W

.0

(B A S

IS

O F

B

EA

R

IN

G S

N

' 0

" W

.1

Ex .R

O W

Ex .R

O W

65' Ex.ROW

65' Ex.ROW

Ex

.R O

W

Ex .R

O W

55' Ex.ROW

65' Ex.ROW

S 89° 05' 32" W

2646.45'

ATE N

.O

.d

SU.

A.

F II

RE

T

C igs n Da et

NAZO

RA

I

C e

,Expi r es 9/30/ 2 20 7

030720

N

GEOMETRIC LAYOUT

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

POSITIVE OFFSET W/ FYA

BELL RD & 19TH AVE

ST89340644

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

BENCHMARKS & MONUMENTS TABLE

Point # Benchmark Station Northing Easting Elevation Description

1 BM1 36+46.45, BELL RD 960488.26 644295.77 1353.47 BCHH

2 BM2 152+92.22, 19TH AVE 963139.39 644291.85 1361.82 BCHH

3 BM3 61+58.87, BELL RD 960497.49 646808.17 1361.21 BCHH

4 BM4 10+00, BELL RD 960446.32 641649.65 1340.14 BCHH

5 100+00, 19TH AVE 957847.16 644295.68 1337.62 BCHH

SAWCUT & REMOVE

ASPHALT PAVEMENT TO

FULL DEPTH (2' WIDE)

SAWCUT & REMOVE CURB

AND GUTTER, SINGLE CURB

AND PORTION OF BUS BAY

UP TO NEAREST JOINT

SAWCUT & REMOVE

EXISTING RAMP & SIDEWALK

TO NEAREST

CONTROL JOINT

REMOVE MEDIAN SLAB TO

NEAREST JOINT

REMOVE STRIPING (also refer to striping sheet, obliterate old before before painting new striping shown)

REMOVE PAVEMENT

MARKING (LEFT TURN

ARROW, BIKE LANE

MARKING)

REMOVE EXISTING SIGN AND

POST ASSEMBLY

REMOVE EXISTING TRAFFIC

SIGNAL EQUIPMENT- SEE

SHEET 31 OF 46

REMOVE EXISTING

ROCKS/BOULDERS

REMOVE EXISTING

BUSHES/TREES

REMOVE EXISTING SINGLE

CURB

REMOVE EXISTING

DRIVEWAY ASPHALT

REMOVE

1 84 SY

363 LF

149 SY

20 SY

7715 LF

5 EA

2 EA

50 LF

156 SF

35+00 36+00 37+00 38+00

6+

7+

COCO

P

P

P

9+

W W

IR

N G

AS

P

G

TH

A V E

BELL RD

ONLYONLY

REMOVE EXISTING

R3-8LL (36" x 36")

SIGN ON BACK OF

R4-7/OM3-L

SIGN REMOVAL

REMOVE EXISTING

R4-7 & OM3-L SIGNS

REMOVE ALL EXISTING

STRIPING ON NORTH LEG UP

TO STA. 130+46

REMOVE ALL EXISTING

STRIPING ON EAST LEG UP

TO STA. 38+10

REMOVE ALL EXISTING

STRIPING ON WEST LEG UP

TO STA. 34+70

REMOVE ALL EXISTING

STRIPING ON SOUTH LEG UP

TO STA. 121+75

ATE N

.O

.d

SU.

A.

F II

RE

T

C igs n Da et

NAZO

RA

I

C e

,Expi r es 9/30/ 2 20 7

030720

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

N

REMOVALS

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

POSITIVE OFFSET W/ FYA

BELL RD & 19TH AVE

ST89340644

COX NOTE:

** CAUTION: PROPOSED DEMOLITION ABOVE

EXISTING COX FACILITIES. PROCEED WITH

CAUTION & PROTECT IN PLACE.

** PROPOSED CONSTRUCTION UNDER AERIAL

FACILITIES.

** FACILITIES (VAULTS, HANDHOLE,

MANHOLES, FIBER CABINET, POWER

SUPPLY AND/OR SURFACE MOUNTS)

WITHIN PROJECT VICINITY BUT OUTSIDE OF

IMMEDIATE CONSTRUCTION AREA.

1 SUBGRADE PREPARATION-100%

COMPACTED (REFER TO CITY OF

PHOENIX STANDARD

SPECIFICATIONS AND DETAILS FOR

PUBLIC WORKS CONSTRUCTION,

2015 ED, 301-1)

ASPHALT CONCRETE (AC) FOR

PERMANENT PAVEMENT

REPLACEMENT COURSE, THREE

LIFTS OF C 3/4, 9" THICK OR

MATCH EXISTING AC, WHICHEVER

IS THICKER (REFER TO TYP.

PAVEMENT STRUCTURAL

SECTION-THIS SHEET)

EMULSIFIED ASPHALT FOR TACK

COAT, TYPE SS-1H (DILUTED

50:50, AT A RATE OF 0.05 TO 0.1

GALLONS PER SQUARE YARD- REF:

CITY OF PHOENIX STANDARD

SPECIFICATIONS AND DETAILS FOR

PUBLIC WORKS CONSTRUCTION,

2015 ED, 329-3 )

6" V.C.&G. MAG 220 TYPE A

MAG RADIAL CURB RAMP 236-1

MODIFIED PER DETAIL THIS SHEET

WITH SIDEWALK REPLACEMENT TO

NEAREST JOINT, MATCH EXISTING

SIDEWALK PER COP STD. DTL.

1230, AND WITH 6" V.C.&G. MAG

220 TYPE A (RAMPS AND

SIDEWALK ON ARTERIALS TO BE 9"

THICK)

9" SIDEWALK PER COP DTL P1230

CONSTRUCT MEDIAN AND NOSE

TRANSITION PER MAG DET 223,

CLASS B CONCRETE IN MEDIAN

6" V.C. MAG 222 TYPE B

9" THICK, CLASS "A" CONCRETE

PAVEMENT PER COP STD DET

P-1256-2 WITH CURB

MICROSEAL COAT AND CRACK

SEAL

RELOCATE EXISTING COMM VAULT

(LUMEN HANDHOLE) BY OTHERS

RELOCATE WATER METER AT BELL

RD ALIGNMENT: STA 35+78.3',

OFF 69.5' LT. PER DET. P1363,

P1370

RELOCATE FIRE HYDRANT AT BELL

RD ALIGNMENT: STA 35+87.5',

OFF 86' RT. PER DET. P1360,

P1362

PROTECT WATER VALVE IN PLACE

PROTECT CONCRETE IN PLACE

PROTECT BOULDER IN PLACE

DECOMPOSED GRANITE BETWEEN

CURBING

96 SY

31.2 TON

0.03 TON

19 LF

4 EA

93 SF

59 SF

66 LF

15 SF

11612 SY

1 EA

1 EA

1 EA

156 SF

INSTALL

APN 208-14-010F

NINETEENBELL

PROPERTIES LLC

INST# 2007-0293029, MCR

APN 208-13-170

LEVINE INVESTMENTS

LIMITED PARTNERSHIP

INST# 2015-0321122, MCR

TURF PLAZA

BK. 200 PG.18 MCR

LOT 1

APN 208-07-208B

SEAFOOD PROPERTY

NO 55 LLC

INST# 2012-0603352, MCR

APN 208-08-589

BILAK BUILDING COMPANY

INST# 2020-0587448, MCR

FINAL PLAT FOR SC -

DEER VALLEY PLAZA

BK. 847 PG.27 MCR

LOT 1

35+00 36+00 37+00 38+00

5+

6+

7+

8+

COCO

W

W

W

W

P

W

W

W

W

W

W

W

W

W

P

P

T

J

S

S

S

S

S

S

J C

TV

C

TV

T

M

CAB

W J J

CB

CB

JJ

D

D

F

49.9'

28.4'

14.3'

28.8'

38.7'

.2 ' 2

.1

59.6'

28.9'

57.4'

.8

.7 '4 .3

.3

' 6 .8

.2

56.5' 37.8'

4.5'

47.4'

44.5'

15"

12"

ABANDONED

COX OHCOX OH

C O

X O

H C

O X

O H

W

8"

18"

12"

12"

15"

8"

13.6 SY1

15 SY1

18.3 SY 1

16 SY 1

SEE DETAIL #3

SHEET- 113

SEE DETAIL #4

SHEET- 11 3

SEE DETAIL #2

SHEET- 11 3

SEE DETAIL #1

SHEET- 113

33 SF5

18.5 LF

26 SF 5

17 LF

TH

A V E

BELL RD

25.0 LF

25.0 SF 4

15 SF7

13 SF 7

ATE N

.O

.d

SU.

A.

F II

RE

T

C igs n Da et

NAZO

RA

I

C e

,Expi r es 9/30/ 2 20 7

030720

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

N

PAVING

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

POSITIVE OFFSET W/ FYA

BELL RD & 19TH AVE

ST89340644

Ex .R

O W

Ex .R

O W

64' Ex.ROW

65' Ex.ROW

48' Ex.FOC

47' Ex.FOC

Ex

.R O

W

Ex .R

O W

Ex

.F O

C

Ex .F

O C4

Ex .F

O C

Ex .F

O C

47' Ex.FOC

47' Ex.FOC

55' Ex.ROW

65' Ex.ROW

MICROSEAL EXTENT:

STATION 121+75

MICROSEAL EXTENT:

STATION 130+46

M

IC

R O

S

EA

L

EX

TE

N T:

S

TA

TI

O

N

NEW ROW

EASEMENT

NEW ROW

EASEMENT

22 SF4

25 SF 4

NEW ROW

EASEMENT

SUBGRADE

100% COMPACTED

(EXISTING SOIL)

TYPICAL PAVEMENT

STRUCTURAL SECTION

TACK COAT

SUBGRADE

3" C-3/4 AC PAVEMENT

3" C-3/4 AC PAVEMENT

3" C-3/4 AC PAVEMENT

M

IC

R O

S

EA

L

EX

TE

N T:

S

TA

TI

O

N

21 SY 1

12 SY1

2 6.0 LF

24.0 LF

21 SF 4

2 4.0 LF

30.5 LF

COX NOTE:

** PROPOSED CONSTRUCTION UNDER AERIAL

FACILITIES.

** CAUTION: PROPOSED GRADING AND

PAVEMENT ABOVE EXISTING FACILITIES.

PROCEED WITH CAUTION & PROTECT IN

PLACE.

36+00 37+00

6+

7+

P

P

P 4 .8

6.4'

4.

8'

4.

6'

5.1'

5.4'

5.4'

5.2'

6.8'

4.1'

.2

4.

5'

5.

3'

4.1'

4.

9'

4.3'

4.0'

5.

9'

5.

7'

.1

5.9'

4.

5'

6.5'

5.5'

E

BELL RD

TH

A V E

DETAIL #1

SCALE 1"=10'

DETAIL # 2

SCALE 1"=10'

R34.0'

MATCH EXIST, SW ±53.75

+95.02, 94.80' LT

MATCH EXIST, SW ±53.80

+95.39, 92.36' LT

TC /SW 53.79

+95.33, 89.79' LT

TC 53.79, TP 53.54

+92.13, 84.87' LT

TC 53.09, G 52.84

+64.08, 47.21' LT

TC 53.06, G 52.81

+59.12, 48.30' LT

MATCH EXIST, TC/SW ±53.40

+56.40, 54.42' LT

TC 53.40, TP 53.15

+60.30, 53.53' LT

MATCH EXIST, TC ±53.29, G ±52.79

+55.21, 49.19' LT

MATCH EXIST, TP ±52.80

+54.89, 47.72' LT

TC 53.50, TP 53.25

+67.52, 58.87' LT

TC 53.46, TP 53.21

+67.41, 56.15' LT

TC/G 52.89

+73.19, 48.00' LT

TC/G 52.86

+68.24, 47.27' LT

TC 53.16, G 52.91

+77.15, 49.12' LT

MATCH EXIST, TP ±53.22

+02.34, 94.61' LT

TC 53.67, G 53.17

+00.74, 89.65' LT

TC 53.32, G 53.07

+98.60, 70.43' LT

TC 53.39, G 53.14

+00.61, 83.39' LT

TC/G 53.09

+99.75, 74.37' LT

TC/G 53.12

+00.52, 79.32' LT

MATCH EXIST, TC ±53.69, G ±53.19

+00.84, 94.65' LT

4.2' 5.0' 4.1'

.1

.0

.1

.3

.0

.0

4.0' 5.1'

MATCH EXIST, TC/SW ±53.82

+00.41, 90.09' LT

TC 53.83, TP 53.58

+99.89, 86.06' LT

TC 53.79, TP 53.54

+14.59, 72.05' LT

TC/SW 53.56

+23.69, 52.76' LT

MATCH EXIST, SW ±53.51

+28.43, 52.56' LT

MATCH EXIST, TP ±53.07

+28.34, 45.65' LT

MATCH EXIST, TC ±53.44, G ±52.94

+28.36, 47.15' LT

TC/G 53.24

+93.91, 80.41' LT

TC/G 53.21

+94.38, 75.44' LT

TC 53.44, G 53.19

+95.32, 71.44' LT

TC 53.51, G 53.26

+93.99, 83.65' LT

TC 53.53, G 53.28

+94.40, 86.78' LT

MATCH EXIST, TP ±53.32

+92.16, 90.83' LT

MATCH EXIST, TC ±53.80, G ±53.30

+94.94, 90.81' LT

TC 53.29, G 53.04

+11.00, 51.64' LT

TC 53.46, G 52.96

+22.91, 47.51' LT

TC 53.25, G 53.00

+16.15, 49.24' LT

TC/G 53.06

+08.42, 53.28' LT

.2

.0

3.1' 5.7'

7.0'

14.1'

.1

.2

.1

5.5'

DETAIL # 3

SCALE 1"=10' DETAIL # 4

SCALE 1"=10'

.0

4.2' 4.0'

.0

'3 .8

.0

4.

1'

.9

4.1' 5.0' 3.1' 3.8'

TC/G 52.51

+68.82, 47.25' RT

TC 52.81, G 52.56

+77.11, 49.69' RT

TC52.96, G52.71

+94.60, 66.38' RT

TC 52.74, G 52.49

+65.71, 47.02' RT

TC 52.96, G 52.46

+61.47, 47.05' RT

TC/G 52.73

+96.01, 69.68' RT

TC/G 52.76

+97.41, 74.48' RT

TC 53.04, G52.79

+98.03, 78.54' RT

MATCH EXIST, TP ±52.80

+99.60, 82.84' RT

.2

MATCH EXIST, ±TP 52.51

+57.44, 45.60' RT

MATCH EXIST, SW ±53.14

+57.60, 52.48' RT

TC 53.42, TP 53.17

+82.12, 80.36' RT

TC/G 52.63

+12.29, 50.52' RT

TC 52.76, G 52.51

+97.29, 64.76' RT

TC 52.86, G 52.61

+08.72, 52.52' RT

TC/G 52.66

+16.94, 48.68' RT

TC 52.93, G 52.68

+19.93, 47.89' RT

MATCH EXIST, TC ±52.90, G ±52.40

+93.19, 81.64' RT

MATCH EXIST, TC/SW ±53.04

+98.61, 81.64' RT

TC/G 52.48

+95.53, 68.48' RT

TC/G 52.45

+94.02, 73.24' RT

TC 52.68, G 52.43

+93.35, 76.95' RT

MATCH EXIST, TP ±52.50

+91.69, 81.64' RT TC 53.04, TP 52.79

+01.16, 77.92' RT

MATCH EXIST, TP ±52.82

+29.08, 45.68' RT

MATCH EXIST, TC ±53.25, G ±52.75

+28.85, 47.17' RT

MATCH EXIST, TC/SW ±53.44

+27.66, 55.02' RT

TC 53.29, TP 53.04

+21.77, 56.41' RT

MATCH EXIST, TP/SW ±53.37

+91.44, 89.46' RT

MATCH EXIST, TC ±52.94, G ±52.44

+57.45, 47.09 RT

TC 53.07, G 52.82

+98.01, 82.72' RT 2

.8

R34.0'

Note:

1. All stations are based on Bell Rd alignment.

2. All dimensions to face of curb.

3. Base elevation is 1300.00 ft.

MATCH EXIST, TC ±54.05, TP ±53.55

+34.23, 12.15' RT

TC 54.04, TP 53.54

+27.25, 12.10' RT

MATCH EXIST, TC ±54.05, TP ±53.55

+34.25, 07.90' RT

TC 54.04, TP 53.54

+27.25, 07.90' RT

MATCH EXIST, TC ±53.94, G ±53.44

+49.93, 12.53' LT

TC 54.04, G 53.54

+57.88, 12.37' LT

TC 54.04, G 53.54

+57.88, 07.95' LT

MATCH EXIST, TC ±53.94, G ±53.44

+49.83, 07.95' LT

.3

R35.0'

3.6'

24.7'

3.7' 5.0'

3.1'

TC/G 52.54

+73.68, 48.41' RT

TC 53.13, TP 52.88

+65.60, 54.69' RT

TC 53.04, G 52.79

+97.47, 86.15' RT

MATCH EXIST, TC ±53.28, G ±52.78

+96.83, 90.26' RT

.1

MATCH EXIST, TP ±52.73

+99.48, 90.31' RT

.2

TC 54.37, TP53.12

+92.10, 85.32' RT

TC/SW 53.07

+61.65, 53.50' RT

ATE N

.O

.d

SU.

A.

F II

RE

T

C igs n Da et

NAZO

RA

I

C e

,Expi r es 9/30/ 2 20 7

030720

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

N

RAMPS & MEDIAN DETAIL

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

POSITIVE OFFSET W/ FYA

BELL RD & 19TH AVE

ST89340644

7.0'

16.9'

R2.1'

R2 .2

.4

.6

.4

5.5% 5.8%

MATCH EXIST, TP ±53.02

+70.76, 46.03' LT

MATCH EXIST, TP ±53.05

+86.01, 51.89' LT

MATCH EXIST, TP ±53.17

+98.43, 66.16' LT

MATCH EXIST, TP ±53.25

+02.18, 86.96' LT

TC 53.40, G 53.15

+00.63, 84.65' LT

3.6'

5.1'TC/G 53.09

+04.49, 56.49' LT

TC 53.36, G 53.11

+02.01, 59.10' LT

TC 53.56,TP 53.31

+18.01, 54.25' LT

.4

MATCH EXIST, TP ±53.27

+98.72, 60.92' LT

MATCH EXIST, TP ±53.21

+94.61, 68.82' LT

MATCH EXIST, TP ±53.26

+92.51, 78.38' LT

MATCH EXIST, TP ±53.23

+05.45, 53.64' LT

MATCH EXIST, TP ±53.11

+17.21, 47.29' LT

MATCH EXIST, TP ±52.72

+84.82, 52.41' RT

MATCH EXIST, TP ±52.76

+94.30, 62.72' RT

MATCH EXIST, TP ±52.64

+71.67, 46.30' RT

MATCH EXIST, TP ±52.83

+99.29, 76.47' RT

MATCH EXIST, TP ±52.61

+06.24, 52.40' RT

MATCH EXIST, TP ±52.55

+98.58, 59.98' RT

MATCH EXIST, TP ±52.50

+93.22, 70.51' RT

MATCH EXIST, TP ±52.75

+15.43, 47.60' RT

5.6% 5.4% 8.7%

.1

6.

8%

.6

7.4% 7.3%5.2%

6.4%

.8

.7

7.5%

7.4% 3.0%

.4

.6

.6

6.6%

R3 5.

0'

5.2'

TC 53.21, G 52.71

+25.08, 47.19' RT

TC/TP 53.29

+25.52, 54.74' RT

TC 53.40, TP 53.15

+87.44, 80.69' RT

TC 53.35, TP 53.10

+64.67, 64.45' RT

.5

.4

.5

5.4'

9.0'

10.2'

33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00

4+

5+

6+

7+

8+

BASIS OF SURVEY

BASIS OF BEARING

BASIS OF SURVEY

BASIS OF BEARING

CITY OF PHOENIX BENCHMARKS CITY OF PHOENIX BENCHMARKS

2+

2+

.0

0+

1+

62+00 62+77.69 10+00

BELL RD

C A V E

C R

EE

K R D

55' Ex.ROW

65' Ex.ROW

Ex

.R O

W

Ex .R

O W

55' Ex.ROW

65' Ex.ROW

Ex

.R O

W

Ex .R

O W

BASIS OF BEARINGS

N 89° 40' 43" E

2640.29' N 89° 37' 22" E

2637.40'

S

' 5

" E

.2

N

' 0

" E

.7

N

GEOMETRIC LAYOUT

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

ATE N

.O

.d

SU.

A.

F II

RE

T

C igs n Da et

NAZO

RA

I

C e

,Expi r es 9/30/ 2 20 7

030720

BENCHMARKS & MONUMENTS TABLE

Point # Benchmark Station Northing Easting Elevation Description

1 BM1 36+46.45, BELL RD 960592.63 665249.45 1431.232 BCHH

2 BM2 152+33.04, CAVE CREEK RD 963234.41 665250.26 1446.67 BCHH

3 BM3 62+77.69, BELL RD 960607.44 667889.70 1443.88 BCHH

4 100+00, CAVE CREEK RD 958001.42 665264.41 1422.552 BCHH

5 10+00, BELL AVE 960575.27 662612.11 1424.56 BCHH

POSITIVE OFFSET W/ FYA

BELL RD & CAVE CREEK RD

ST89340644

SAWCUT & REMOVE ASPHALT

PAVEMENT SURFACE COURSE FULL

DEPTH (2' WIDE)

SAWCUT & REMOVE CURB AND

GUTTER UP TO NEAREST JONT

SAWCUT & REMOVE EXISTING

SIDEWALK TO NEAREST

CONTROL JOINT

SAWCUT & REMOVE PORTION OF

CONCRETE PAVEMENT UP TO

NEAREST JOINT

SAWCUT & REMOVE EXISTING

PAVEMENT FROM PRIVATE

PROPERTY

REMOVE STRIPING

REMOVE MEDIAN SLAB TO NEAREST

JOINT

REMOVE EXISTING R4-7, OM3-L

SIGNS FROM EX. POLE IN MEDIAN

REMOVE PAVEMENT MARKING (LEFT

TURN ARROW, RIGHT TURN ARROW,

MERGE ARROW, BIKE SYMBOL)

REMOVE EXISTING TRAFFIC SIGNAL

EQUIPMENT (SEE SHEET 35)

REMOVE

98 SY

360 LF

66 SY

218 SY

279 SY

3550 LF

190 SF

2 EA

21 EA

C O

X U G

C O

X U G

COX UG

COX UG

C O

X U G

BELL RD

1 2 36

1 2 3

1 2 3

1 2 3

SIGN REMOVAL

REMOVE EXISTING

R4-7 (12"x18") & OM3-L (12"x36")

SIGNS & POST

REMOVE EXISTING

R3-8LL (36"x36")

SIGN

ONLYONLY

END REMOVAL STRIPING, STA 128+77.62'

END REMOVAL STRIPING, STA 122+52.55'

C A V E

C R

EE

K R D

N

REMOVALS

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

POSITIVE OFFSET W/ FYA

BELL RD & CAVE CREEK RD

ST89340644

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

ATE N

.O

.d

SU.

A.

F II

RE

T

C igs n Da et

NAZO

RA

I

C e

,Expi r es 9/30/ 2 20 7

030720

EN

D

R

EM

O V A L

S

TR

IP

IN

G

S

TA

.6

EN

D

R

EM

O V A L

S

TR

IP

IN

G

S

TA

.1

(TYP.)

(TYP.)

(TYP.)

COX NOTES:

** CAUTION: PROPOSED DEMOLITION ABOVE EXISTING FACILITIES.

PROCEED WITH CAUTION & PROTECT IN PLACE.

** CAUTION: PEDESTAL WITHIN PROJECT VICINITY BUT OUTSIDE OF

IMMEDIATE CONSTRUCTION AREA. DROPS SERVICE IN THE AREA,

PROTECT IN PLACE.

** CAUTION: FACILITIES (VAULTS, HANDHOLE, MANHOLES, FIBER

CABINET, POWER SUPPLY AND/OR SURFACE MOUNTS) WITHIN

PROJECT VICINITY BUT OUTSIDE OF IMMEDIATE CONSTRUCTION

AREA. PROTECT IN PLACE.

SUBGRADE PREPARATION-100%

COMPACTED (REFER TO CITY OF

PHOENIX STANDARD SPECIFICATIONS

AND DETAILS FOR PUBLIC WORKS

CONSTRUCTION, 2015 ED. 301-1)

ASPHALT CONCRETE (AC) FOR

PERMANENT PAVEMENT REPLACEMENT

COURSE, THREE LIFTS OF C 3/4, 9"

THICK OR MATCH EXISTING AC,

WHICHEVER IS THICKER

EMULSIFIED ASPHALT FOR TACK

COAT, TYPE SS-1H (DILUTED 50:50,

AT A RATE OF 0.05 TO 0.1 GALLONS

PER SQUARE YARD. REF: CITY OF

PHOENIX STANDARD SPECIFICATIONS

AND DETAILS FOR PUBLIC WORKS

CONSTRUCTION, 2015 ED. 329-3)

6" V.C.&G. MAG 220 TYPE A

COP CURB RAMP DETAIL P1236

MODIFIED WITH EDGE SUPPORT PER

DETAIL SHEET 16 THIS SHEET WITH

SIDEWALK REPLACEMENT TO NEAREST

JOINT, MATCH EXISTING SIDEWALK

PER COP STD. DTL. P1230, AND WITH

6" V.C.&G. MAG 220 TYPE A

CONSTRUCT MEDIAN AND NOSE

TRANSITION PER MAG DET 223,

CLASS B CONCRETE IN MEDIAN

6" V.C. MAG 222 TYPE B

9" THICK CONCRETE PAVEMENT PER

COP DET P1256-2. SEE NOTES 1 & 2.

MAG DRIVEWAY ENTRANCE WITH

SIDEWALK ATTACHED TO CURB

DETAIL NO. 250-2

6" THICK A.C. PAVEMENT

REPLACEMENT IN PRIVATE PROPERTY

MICROSEAL COAT & CRACK SEAL

INSTALL SAFETY RAIL (SEE DETAIL NO.

5 SHOWN ON SHEET NO. 16), MAG

STD. DET. 145

EXTEND EXISTING BRICK PATTERN

UPTO FACE OF CURB. MATCH

EXISTING COLOR & TYPE

RELOCATE FIRE HYDRANT

9" SIDEWALK PER COP DTL1230

INSTALL

101 SY

47.7 TON

0.01 TON

311 LF

4 EA

42 SF

28 LF

218 SY

1 EA

256 SY

11178 SY

1 EA

1EA

230 SF

35+00 36+00 37+00 38+00

5+

6+

7+

W

W

CB

W

CB

WW

CB

C B

W

W

CB

W

CB

WW

CB

C B

SSC

J

M

CAB

J

J J

J

J

J J

J

S S

D

S

W S

S

S

S

S

SSC

C L U

G

CL UG

CL UG

COX UG COX UG COX UG COX UG COX UG COX UG COX UG COX UG

COX UG COX UG COX UG

C O

X U G

C O

X U G

C O

X U G

C O

X U G

C O

X U G

CL UG CL UG CL UG CL UG CL UG CL UG

CL UG

CL UG

C L U

G C L U

G C L U

G

CL

U

G

C L

U G

C L

U G

CL

U

G

C L

U G

C L

U G

CL UG CL UG CL UG CL UG CL UG CL UG

CL UG

CL UG

CL UG CL UG CL UG CL UG CL UG CL UG

CL UG

CL UG

C O

X U G

3+

C O

X U G

34+00

CBCB

COX UG COX UG

COX UG

C O

X U G

C A V E

C R

EE

K R D

BELL RD

SEE DETAIL #2

SHEET-15 3

SEE DETAIL #3

SHEET-16 3

SEE DETAIL #1

SHEET-153

SEE DETAIL #4

SHEET-163

44 LF

2 49 LF

290 LF

262 LF

13 SY

1 15 SY

1 14 SY

128 SY

114 SY

117 SY

41 SY

6 42 SY

696 SY

631 SY

60 SF

37 LF

62 SF

38 LF

8 256 SY

7 1 EA

Ex

.R O

W

Ex

.R O

W

65' Ex.ROW

55' Ex.ROW

57' Ex.FOC

Ex

.R O

W

Ex .R

O W

Ex

.F O

C

Ex .F

O C

Ex

.F O

C

57' Ex.FOC

55' Ex.ROW

65' Ex.ROW

47' Ex.FOC

Ex

.F O

C

48' Ex.FOC

70' Pr.ROW

.7

.6

.8

.5

.4

.1

.7

.4

.5

.6

.5

10.5'

17.4'

28.1'29.3'

15.7'

8.4'

33.0'

43.6'22.9'

.0

.0

.0

.0

.7

51.4'

N

PAVING

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

POSITIVE OFFSET W/ FYA

BELL RD & CAVE CREEK RD

ST89340644

ATE N

.O

.d

SU.

A.

F II

RE

T

C igs n Da et

NAZO

RA

I

C e

,Expi r es 9/30/ 2 20 7

030720

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

STA. 128+77.62

END OF MICROSEAL COAT

NEW ROW

EASEMENT

NEW ROW

EASEMENT

NEW ROW

EASEMENT

NEW ROW

EASEMENT

S

TA

.6

EN

D

O F

M

IC

R O

S

EA

L C

O A T

STA. 122+66.91

END OF MICROSEAL COAT

S

TA

.1

EN

D

O F

M

IC

R O

S

EA

L C

O A T

Notes:

1. Install 1/2-inch bituminous preformed expansion joint filler, ASTM D-1751 at ends of new concrete and as indicated on the plan.

2. Contraction joints shall match those in the curb.

3. Dowel or install sleeper slab and construction joint.

PRIVATE SIGN

STRUCTURE

2 33 LF

233 LF

EXPANSION JOINT

NEW TCE

STA. 35+64.87

72.50 LT.

13230 SF

End of safety rail & concrete edge support

End of safety rail & concrete edge support

See Note No. 3

See Note No. 3

See Note No. 3

See Note No. 3

See Note No. 3

See Note No. 3

See Note No. 3

See Note No. 3

Ex. catch basin

Replace the water meter by a traffic rated box

SUBGRADE

100% COMPACTED

(EXISTING SOIL)

TYPICAL PAVEMENT

STRUCTURAL SECTION

TACK COAT

SUBGRADE

3" C-3/4 AC PAVEMENT

3" C-3/4 AC PAVEMENT

3" C-3/4 AC PAVEMENTCOX NOTES:

** CAUTION: PEDESTAL WITHIN CONSTRUCTION AREA. DROPS

SERVICE IN THE AREA, LOCATE & PROTECT IN PLACE.

** CAUTION: PROPOSED GRADING AND PAVEMENT ABOVE EXISTING

FACILITIES. PROCEED WITH CAUTION & PROTECT IN PLACE.

7+

TB

W

TB

W

BELL RD

C A V E

C R

EE

K R D

Note:

1. All stations provided are based on Bell Rd. alignment.

2. All dimensions to face of curb.

3. Base elevation is 1400.00 ft.

DETAIL #1

SCALE 1"=10'

DETAIL # 2

SCALE 1"=10'

5.4'

.0

33.8'

5.4'7.8'

.7

.0

EX. R/W

NEW R/W

EX. R/W

NEW R/W

3.8'

.2

.2

5.6' 6.0' 5.0'

6.0

7.

0'

6.

0'

.0

.0

.2

.9

.0

.0

6.0'

10.3'

6.0' 5.0' 6.0'

3.0'

TC 31.97, G 31.47

+95.13, 88.09' LT

MATCH EXIST, TP ±32.05

+00.00, 92.91' LT

TC/G 31.42

+96.59, 82.28' LT

MATCH EXIST, TC ±31.67, G ±31.17

+27.69, 58.76' LT

MATCH EXIST, TP ±32.00

+27.73, 68.92' LT

TC 31.94, G 31.44

+84.20, 70.98' LT

TP 31.72

+58.95, 65.81' LT

TC 31.70, G 31.20

+64.80, 57.69' LT

TC/G 31.26

+70.44, 59.71' LT

TC/G 31.31

+74.84, 62.12' LT

TC/G 31.50

+87.30, 76.11' LT

TC/G 31.47

+89.18, 80.76' LT

TC 31.94, G 31.44

+90.53, 86.59' LT

MATCH EXIST, TC ±31.93, G ±31.43

+90.77, 88.76' LTMATCH EXIST, SW ±32.05

+85.37, 88.64' LT

TC/G 31.20

+18.86, 60.42' LT

TC 31.61, G 31.18

+24.70, 59.06' LT

TC/G 31.38

+98.57, 77.67' LT

MATCH EXIST, TC ±31.63, G ±31.13

+59.32, 56.71' LT

TC 31.75, G 31.25

+09.09, 65.40' LT

TC 31.83, G 31.33

+01.76, 72.60' LT

MATCH EXIST, TP ±31.53

+83.66, 93.00' LT

TC 31.87, G 31.37

+79.58, 65.78' LT

TP 32.08

+78.46, 86.82' LT

TC/G 31.22

+14.22, 62.31' LT

MATCH EXIST, TP ±31.47

+92.48, 88.80' LT

MATCH EXIST, TP ±31.32

+59.77, 45.48 LT

TC 32.01, G 31.51

+94.69, 92.94' LT

MATCH EXIST, TP ±31.19

+27.69, 57.26' LT

TP 32.12

+03.87, 92.88' LT

1.7'

11.7'

.5

MATCH EXIST, SW ±31.93

+27.73, 66.74' LT

MATCH EXIST, TP ±32.03

+05.73, 138.37' LT

MATCH EXIST, TP ±32.01

+05.73, 148.36' LT

MATCH EXIST, TP ±33.32

+27.03, 183.54' LT

MATCH EXIST, TP ±33.67

+27.31, 133.37' LT

TP ±33.26

+27.50, 98.09' LT

MATCH EXIST, SW ±31.97

+00.64, 138.30 LT

MATCH EXIST, TC ±31.77, G ±31.27

+95.36, 145.61 LT

MATCH LINE (SEE SHEET NO. 16 OF 46)

.7

5.4'

MATCH EXIST, TP ±31.46

+83.64, 145.64 LT

TC 31.80, G 31.30

+95.19, 136.32 LT

TC 31.99, G 31.49

+94.73, 96.32 LT TP 32.04

+05.12, 97.97' LT

TP 31.83

+00.55, 131.25 LT

TC/G 31.33

+95.11, 131.32 LT

TC 31.79, G 31.29

+95.23, 138.30 LT

TC 32.00, G 31.50

+94.72, 95.32 LT

TC/G 31.46

+94.80, 101.32 LT

TP 31.96

+00.16, 101.25 LT

TP 31.91

+05.58, 133.25' LT

5' 5'

.4

' 1

5.

0'

5.8'

TCE

27.4'

.7

MATCH EXIST, TP ±33.80

+27.23, 148.14' LT

MATCH EXIST, TP ±32.06

+02.36, 183.41' LT

.0

8.4'19.0'

.4

24.7'

3'

.6

21.7'

22.4'

R35.0'

R3 5.

0'

4.8'

6.5'

5.7'

4.

9'

6.

4'

6.

4'

N

RAMPS & MEDIAN DETAIL

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

ATE N

.O

.d

SU.

A.

F II

RE

T

C igs n Da et

NAZO

RA

I

C e

,Expi r es 9/30/ 2 20 7

030720

6.8%

7.5%

8.8%

.2

.8

7.

8%

9.

3%

7.3%

5.6'

MATCH EXIST, TP ±31.36

+76.46, 52.45' LT

MATCH EXIST, TP ±31.46

+86.77, 63.60' LT

MATCH EXIST, TP ±31.44

+91.23, 74.51' LT

MATCH EXIST, TP ±31.40

+01.59, 64.63' LT

MATCH EXIST, TP ±31.28

+15.30, 58.60' LT

MATCH EXIST, TP ±31.52

+91.94, 77.23' LT

MATCH EXIST, SW ±31.90

+00.82, 143.31 LT

9.4'

MATCH EXIST, TP ±31.49

+83.61, 134.17' LT

MATCH EXIST, TP ±31.52

+83.55, 114.81' LT

MATCH EXIST, SW ±31.71

+58.99, 64.73' LT

POSITIVE OFFSET W/ FYA

BELL RD & CAVE CREEK RD

ST89340644

MATCH EXIST, SW ±32.06

+85.43, 90.42' LT

MATCH EXIST, SW ±31.98

+04.77, 145.55 LT

MATCH EXIST, SW ±31.99

+04.76, 143.29' LT

36+00 37+00

5+

6+

IR

CB

W IR

CB

W

.8

.3

21.9'

4.5'

5.6'

5.6' 12.1'

.1

7.

1'

EX. R/W

NEW R/W

EX. R/W

NEW R/W

16'

16'

2.9' 6.0'

5.0' 6.0'

5.2' 6.0'

.0

.0

.7

6.1'

6.0'

5.0'

6.0

TC 30.67, G 30.17

+80.22, 93.78' RT

TC/G 30.27

+68.45, 69.00' RT

TC/G 30.29

+64.46, 65.96' RT

MATCH EXIST, TC ±30.82, G ±30.32

+56.45, 62.07' RT

MATCH EXIST, TC ±30.66, G ±30.16

+80.24, 95.46' RT

TC 30.81, G 30.31

+59.19, 63.12' RT

TR 30.94, TP 29.80

+55.50, 77.78' RT

MATCH EXIST, TC ±31.21, G ±30.71

+85.26, 91.62' RT

TP 31.42

+00.37, 84.34' RT

MATCH EXIST, TP ±31.00

+19.86, 56.75' RT

TC 31.46, G 30.96

+19.85, 57.75' RT

TC 31.23, G 30.73

+85.53, 87.67' RT

TC/G 30.76

+86.91, 81.83' RT

TC/G 30.78

+88.81, 77.20' RT

TC 31.31, G 30.81

+91.93, 72.08' RT

TC 31.34, G 30.84

+95.52, 67.92' RT

TC/G 30.89

+04.41, 61.53' RT

TC 31.42, G 30.92

+09.98, 59.30' RT

TP 31.87

+15.31, 68.22' RT

TC/G 30.87

+00.12, 64.08' RT

MATCH EXIST, SW ±31.35

+90.83, 91.65' RT

MATCH EXIST, SW ±30.80

+74.70, 95.16' RT

TC/G 30.19

+79.46, 87.84' RT

TC/G 30.21

+78.06, 83.02' RT

TC 30.75, G 30.25

+72.58, 73.34' RT

TR 30.83, TP 30.26

+70.42, 93.77' RT

TC 30.73, G 30.23

+75.50, 77.60' RT

TC 32.45, G 31.95

+23.05, 08.17' RT

MATCH EXIST, TC ±32.56, G ±32.06

+36.61, 08.18' RT

MATCH EXIST, TC ±32.58, G ±32.08

+36.58, 12.23' RT

MATCH EXIST, TP ±30.78

+83.80, 91.61' RT

MATCH EXIST, TP ±31.40

+19.92, 45.69' RT

MATCH EXIST, TP ±30.36

+56.99, 60.39' RT

MATCH EXIST, SW ±30.91

+54.70, 67.56' RT

MATCH EXIST, TP ±30.33

+91.69, 96.07' RT

MATCH EXIST, TC ±32.27, G ±31.77

+42.18, 11.65' LT

MATCH EXIST, TC ±32.28, G ±31.78

+42.16, 07.66' LT

TC 32.30, G 31.80

+55.83, 11.60' LT

BELL RD

Note:

1. All stations provided are based on Bell Rd.

alignment.

2. All dimensions to face of curb.

3. Base elevation is 1400.00 ft.

DETAIL # 4

SCALE 1"=10'

DETAIL # 3

SCALE 1"=10'

1.5' 11.5'

.8

MATCH LINE (SEE SHEET NO. 15 OF 46)

C A V E

C R

EE

K R D

ABANDONED

STRUCTURES

Exist. Sign Structures to be Remained

EXIST. SIGN

STRUCTURES TO

REMAIN

5.

5'

6.

0'

.0

.0

.0

R3 4.9'

R35.0'

5.

8'

5.

5'

4.

0'

4.8'

4.0'

5.4'

4.4'

5.3'

N

RAMPS & MEDIAN DETAIL

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

ATE N

.O

.d

SU.

A.

F II

RE

T

C igs n Da et

NAZO

RA

I

C e

,Expi r es 9/30/ 2 20 7

030720

Saw cut 1' conc.

MATCH EXIST, TP ±31.19

+55.37, 55.51' RT

MATCH EXIST, TC ±31.70, G ±31.20

+55.39, 56.51' RT

MATCH EXIST, SW ±31.75

+55.49, 61.98' RT

8.8

.8

8.8%

7.

8%

8.0%

8.7%

.0

8.7%

MATCH EXIST, TP ±30.42

+78.03, 68.72' RT

MATCH EXIST, TP ±30.39

+86.86, 77.32' RT

MATCH EXIST, TP ±31.22

+03.42, 53.96' RT

MATCH EXIST, TP ±31.05

+93.51, 64.12' RT

MATCH EXIST, TP ±30.87

+86.09, 78.69' RT

3.9'

TC 31.45, G 30.95

+15.94, 57.99' RT

SW 31.48

+19.84, 62.66' RT

MATCH EXIST, TP ±31.32

+09.89, 49.81' RT

MATCH EXIST, TP ±30.46

+68.90, 64.42' RT

MATCH EXIST, TP ±30.36

+91.13, 86.85' RT

0.5'

Safety Rail See Sheet No. 14

V ar ie s

(6 -1

M in

12" Min.

Pe r ra m p de ta il

3" 3"

Type 2 Safety Rail See MAG Det. 145

'-6

Ty p.

2-#4 Bars Top and Bottom

#4 Bars 18" O/C

SECTION A-A: CONCRETE EDGE SUPPORT (37 LF)

NOT TO SCALE

#4 Bars 18" O/C

#4 Bars 18" O/C

A

A

1-2%

Proposed Ramp

.0

Existing AC Pavement

(Parking Lot)

Ramp Width Varies

Concrete Edge Support See Detail No. 5.

DETAIL #5

POSITIVE OFFSET W/ FYA

BELL RD & CAVE CREEK RD

ST89340644

8'

10'

TC 32.45, G 31.95

+23.00, 12.25' RT

TC 32.31, G 31.81

+56.12, 07.63' LT

LEGEND

SECTION CORNER

QUARTER SECTION CORNER

FOUND BRASS CAP IN HAND HOLE

SECTION LINE

RIGHT OF WAY

E E

33+00 34+00 35+00 36+00 37+00 38+00 39+00

5+

6+

7+

8+

9+

0+

1+

62+00 62+95.1110+00 11+00

2+

3+ 00 153+18.82

BASIS OF SURVEY

BASIS OF BEARING

CITY OF PHOENIX BENCHMARKS

N D

S T

GREENWAY RD

(BASIS OF BEARINGS)

N 89° 53' 13" W

2641.97'

S

' 1

" E

.0

N

' 1

" W

.8

Ex

.R O

W

Ex .R

O W

65' Ex.ROW

55' Ex.ROW

Ex

.R O

W

Ex .R

O W

55' Ex.ROW

65' Ex.ROW

N 89° 56' 40" W

2653.14'

Ex

.R O

W

Ex .R

O W

Ex

.R O

W

Ex

.R O

W

N

GEOMETRIC LAYOUT

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

POSITIVE OFFSET W/ FYA

GREENWAY RD & 32ND ST

ST89340644

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

ATE N

.O

.d

SU.

A.

F II

RE

T

C igs n Da et

NAZO

RA

I

C e

,Expi r es 9/30/ 2 20 7

030720

BENCHMARKS & MONUMENTS TABLE

Point # Benchmark Station Northing Easting Elevation Description

1 BM1 36+53.14, GREENWAY 955427.52 670570.81 1428.052 BCHH

2 BM2 62+95.11, GREENWAY 955422.31 673212.78 1430.158 BCHH

3 BM3 100+00, 32ND ST 952737.52 670580.36 1416.004 BCHH

4 BM4 153+18.82, 32ND ST 958056.15 670540.10 1440.801 BCHH

5 10+00, GREENWAY 955430.10 667917.67 N/A Calculated

CONCRETE MEDIAN

SAWCUT & REMOVE

ASPHALT PAVEMENT TO

FULL DEPTH (2' WIDE)

SAWCUT & REMOVE CURB

AND GUTTER, SINGLE CURB

AND PORTION OF BUS BAY

UP TO NEAREST JOINT

SAWCUT & REMOVE

EXISTING RAMP & SIDEWALK

TO NEAREST

CONTROL JOINT

REMOVE MEDIAN SLAB TO

NEAREST JOINT

REMOVE STRIPING (also refer to striping sheet, obliterate old before painting new striping shown)

REMOVE PAVEMENT

MARKING (LEFT TURN

ARROW, BIKE LANE

MARKING)

REMOVE EXISTING SIGN &

POST ASSEMBLY

REMOVE EXISTING TRAFFIC

SIGNAL EQUIPMENT- SEE

SHEET 39 OF 46

REMOVE

1 164.5 SY

706 LF

176 SY

247 SY

9470.5 LF

8 EA

2 EA

CO

W

T

35+00 36+00 37+00

5+

6+

7+

8+

34+00 39+00

N D

S T

GREENWAY RD

1 2 3 1 2 3

1 2 3 1 2 3

1 2

1 4

SIGN REMOVAL

REMOVE EXISTING R4-7 &

OM3-L SIGNS

REMOVE ALL EXISTING

STRIPING ON EAST LEG UP

TO STA. 39+86

BIKE LANE

REMOVE EXISTING R3-17 SIGN

REMOVE ALL EXISTING

STRIPING ON WEST LEG UP

TO STA. 33+05

REMOVE ALL EXISTING

STRIPING ON NORTH LEG UP

TO STA. 130+65

REMOVE ALL EXISTING

STRIPING ON SOUTH LEG UP

TO STA. 123+00

N

REMOVALS

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

POSITIVE OFFSET W/ FYA

GREENWAY RD & 32ND ST

ST89340644Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

ATE N

.O

.d

SU.

A.

F II

RE

T

C igs n Da et

NAZO

RA

I

C e

,Expi r es 9/30/ 2 20 7

030720

8 8

COX NOTE:

** CAUTION: PROPOSED CONSTRUCTION

UNDER AERIAL FACILITIES.

** PEDESTAL WITHIN PROJECT VICINITY BUT

OUTSIDE OF IMMEDIATE CONSTRUCTION

AREA. DROPS SERVICE IN THE AREA,

PROTECT IN PLACE.

** FACILITIES (VAULTS, HANDHOLE,

MANHOLES, FIBER CABINET, POWER

SUPPLY AND/OR SURFACE MOUNTS)

WITHIN PROJECT VICINITY BUT OUTSIDE OF

1 SUBGRADE PREPARATION-100%

COMPACTED (REFER TO CITY OF

PHOENIX STANDARD

SPECIFICATIONS AND DETAILS FOR

PUBLIC WORKS CONSTRUCTION,

2015 ED, 301-1)

ASPHALT CONCRETE (AC) FOR

PERMANENT PAVEMENT

REPLACEMENT COURSE, THREE

LIFTS OF C 3/4, 9" THICK OR

MATCH EXISTING AC, WHICHEVER

IS THICKER

EMULSIFIED ASPHALT FOR TACK

COAT, TYPE SS-1H (DILUTED

50:50, AT A RATE OF 0.05 TO 0.1

GALLONS PER SQUARE YARD- REF:

CITY OF PHOENIX STANDARD

SPECIFICATIONS AND DETAILS FOR

PUBLIC WORKS CONSTRUCTION,

2015 ED, 329-3 )

6" V.C.&G. MAG 220 TYPE A

MAG RADIAL CURB RAMP 236-1

MODIFIED PER DETAIL THIS SHEET

WITH SIDEWALK REPLACEMENT TO

NEAREST JOINT, MATCH EXISTING

SIDEWALK PER COP STD. DTL.

1230, AND WITH 6" V.C.&G. MAG

220 TYPE A (RAMPS AND

SIDEWALK ON ARTERIALS TO BE 9"

THICK)

9" SIDEWALK PER COP DTL P1230

CONSTRUCT MEDIAN AND NOSE

TRANSITION PER MAG DET 223,

CLASS B CONCRETE IN MEDIAN

6" V.C. MAG 222 TYPE B

9" THICK, CLASS A CONCRETE

PAVEMENT PER COP STD DET P-

1256-2 WITH CURB

MICROSEAL COAT AND CRACK

SEAL

CONSTRUCT RETENTION CURB PER

MAG 222 TYPE B WITH 9" HEIGHT,

8" FORMED WIDTH AND 18" BURY

DEPTH BELOW FINISHED GRADE OF

ADJACENT PROPOSED SIDEWALK

REMOVE PEBBLES

341 SY

107 TON

0.07 TON

17.2 LF

4 EA

196 SF

516 SF

230.5 LF

5 SF

14,054 SY

43 LF

INSTALL

T

TB

MISC

E

E

PB

PB

MISC

PB

T

TBTB

35+00 36+00 37+00 38+00

6+

7+

8+

T

T

S

SS

S

S

S

D

S

SD

J

J

CB

J

CAB

J

CB

J

J

CB

J

W

T

COX OH

COX OH

COX OH

C O

X O

H C

O X

O H

C O

X O

H

ZA

YO

O

H

CROWN CASTLE FO

17.2'

51.9'

26.5'

23.0'

28.7'

45.0'

.9

.0

35.5'

7.2'

11.6'

18.3'

.1

.2

.9

.0

N D

S T

GREENWAY RD

14 SY 1

12.8 SY1

11.6 SY1

16.5 SY 1

SEE DETAIL #3

SHEET- 203 SEE DETAIL #4

SHEET- 20 3

SEE DETAIL #2

SHEET- 20 3SEE DETAIL #1

SHEET-203

143 SY 1

273 SF 5

118 LF

243 SF5

112.5 LF

43 LF

5.2 LF

5.0 LF

29 SF 4

130 SF4

N

PAVING

CITY OF PHOENIX, ARIZONA

STREET…