detail # title rev date

pg. 1

CITY OF SIERRA VISTA DETAILS INDEX - PUBLIC

100 Series: General Information

DETAIL # TITLE REV DATE

SV001 PROJECT SIGN DETAIL 06/2021 SV003 PRIVATE ROAD SIGN DETAIL 06/2021 SV100 TYPICAL SIDEWALK/PATH CLEARANCE 06/2021 SV117 SIGN POST DETAIL 06/2021 SV117-1 STOP SIGN & STREET NAME SIGN INSTALLATION 06/2021 SV117-2 SIGN PLACEMENT ON SHARED-USE PATH DETAIL 06/2021 SV117-3 SIGN PLACEMENT DETAIL ADJACENT TO SIDEWALKS 06/2021 SV120 SURVEY MARKER FOR LOCAL STREETS 06/2021 SV170 8 YARD DUMPSTER PAD DETAIL 06/2021 SV170-1 DOUBLE DUMPSTER DETAIL 06/2021 SV170-2 SUPPLEMENTAL DUMPSTER DETAIL 06/2021

200 Series: Street Information

SV200 ASPHALT PAVEMENT CRACK SEALING AND FILLING 06/2021 SV200-1-A “T TOP” TRENCH BACKFILL AND SURFACE REPLACEMENT DETAIL 06/2021 SV200-2 TRENCH BACKFILL AND SURFACE REPLACEMENT DETAIL 06/2021 SV200-3 STORM DRAIN/SEWER/UTILITY BACKFILL & BEDDING DETAIL 06/2021 SV200-4 BACKFILL & BEDDING TABLE 06/2021 SV201 TYPICAL PAVEMENT SECTION AT TERMINATION DETAIL 06/2021 SV202 TYPICAL PAVEMENT SECTION DETAIL 06/2021 SV203 SCUPPER DETAIL, FORMER SV206-3 06/2021 SV206-4 SHARED-USE PATH CONCRETE SCUPPER DETAIL, FORMER SV206-2 06/2021 SV211 STANDARD TRENCH PLATING DETAIL 01/2021 SV212 UTILITY POTHOLE REPAIR DETAIL 06/2021 SV220-1 CURB AND GUTTER TYPES A, B, C, AND D DETAIL 06/2021 SV220-1-A VERTICAL CURB AND GUTTER DETAIL 12/2020 SV220-1-C ROLL CURB AND GUTTER DETAIL 12/2020 SV 221 CURB AND GUTTER TRANSITION AND INTEGRAL ROLL CURB, GUTTER AND

SIDEWALK 06/2021

SV230 SIDEWALK DETAIL 06/2021 SV231 SHARED-USE PATH DETAIL 06/2021 SV231-1 SHARED-USE PATH HANDRAIL AND FOOTER DETAIL 06/2021 SV231-2 SHARED-USE PATH PAVEMENT MARKINGS DETAIL 06/2021 SV235-1 ADA RAMPS WITH TRUNCATED DOME PAVERS 06/2021 SV235-2 EXISTING ADA RAMP MODIFICATION WITH TRUNCATED DOME PAVERS 06/2021 SV235-3 ADA CURB RAMP 06/2021

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SV240 VALLEY GUTTER AND CURB RAMP RETURN DETAIL 06/2021 SV251 RETURN TYPE DRIVEWAYS FOR COMMERCIAL PROPERTIES DETAIL 06/2021 SV262 COMBINED RESIDENTIAL/COMMERCIAL ALLEYWAY AND DRIVEWAY

ENTRANCE 06/2021

SV262-1 DRIVEWAY DETAIL WITH ROLLED CURB 06/2021 SV263 ADA TRUNCATED DOME WARNING PAVERS 06/2021 SV280 BIKE LANE MARKINGS DETAIL 06/2021 SV281 ADA PARKING DETAIL 06/2021

400 Series: Sewer Information

SV420-4 CONCRETE SANITARY SEWER MANHOLE 06/2021 SV420-5 MANHOLE OVER EXISTING LINE 06/2021 SV421 OFFSET MANHOLE 8” TO 30” PIPE 06/2021 SV422 MANHOLE FRAME AND COVER ADJUSTMENT 06/2021 SV428 MANHOLE STEPS DETAIL 06/2021 SV440 NEW SEWER BUILDING CONNECTIONS 06/2021 SV441 SEWER CLEANOUT AT TERMINATION OF SEWER MAINLINE 06/2021 SV442 BACKFLOW ASSEMBLY SEWER CONNECTION, FORMER SV247 06/2021

500 Series: Irrigation and Storm Drain Information

SV556-1 HANDPLACED GROUTED RIP RAP EMBANKMENT PROTECTION/ ARMOR, FORMER SV101

06/2021

SV556-2 DUMPED RIP RAP EMBANKMENT PROTECTION/ ARMOR, FORMER SV102 06/2021 SV561 IRRIGATION TRENCHING AND PIPE INSTALLATION DETAIL 06/2021

COMPACTED SOIL

FREDERICK W. MUELLER, II

GREGORY L. JOHNSON

CAROLYN UMPHREY

- PROJECT ARCHITECT -

WILLIAM BENNING

- GENERAL CONTRACTOR -

CITY MANAGER

CHARLES P. POTUCEK

SHARON G. FLISSAR P.E.

DIRECTOR OF PUBLIC WORKS

MAYOR PRO-TEM

MARK RODRIGUEZ

ANGELICA LANDRY

PEDRO CASTRO MAINTENANCE

PW-6036

CITY COUNCIL MEMBERS

CENTER PROJECT

MAYOR

1/2'' CDX PLYWOOD

WHITE BACKGROUND

FREDERICK W. MUELLER, II

WILLIAM BENNING

- PROJECT ARCHITECT -

PEDRO CASTRO MAINTENANCE

CAROLYN UMPHREY

GREGORY L. JOHNSON

MAYOR

ANGELICA LANDRY

MARK RODRIGUEZ

- GENERAL CONTRACTOR -

CITY MANAGER

CHARLES P. POTUCEK

SHARON G. FLISSAR P.E.

DIRECTOR OF PUBLIC WORKS

CENTER PROJECT

PW-6036

CITY COUNCIL MEMBERS

MAYOR PRO-TEM

XYZ CONSTRUCTION, INC.AND ENGINEERS, INC.

ABCD ARCHITECTS

Sierra VistaEXTRAORDINARY SKIES.UNCOMMON GROUND.


LOGO TO BE PROVIDED BY

THE CITY OF SIERRA VISTA

1-1/2'' BLACK

LETTERS (TYP.)

1-1/2'' DARK BLUE LETTERS

(TYP.)

3'' DARK BLUE

LETTERS

1/2'' CARRIAGE BOLTS

5-1/2'' LONG (BY OTHERS)

4'X4' POST

(BY OTHERS)

RACHEL GRAY

RACHEL GRAY


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SV001

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CITY OF SIERRA VISTA PROJECT SIGN DETAIL

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CITY OF SIERRA VISTA 1011 North Coronado Drive Sierra Vista, AZ 85635 520-458-5775

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A B C D E F G H J

24

30

36

48

.375 .625 4 C 2 1.361 8.286 5.504 1.5

.5

.625

.75

.75

.875

1.25

5 C

6 C

8 C

2.481

3

4

1.721

2.081

2.802

10.367

12.449

16.592

6.885

8.266

11.028

1.875

2.25

3ROAD

PR VATE


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SV003

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CITY OF SIERRA VISTA PRIVATE ROAD SIGN DETAIL

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MODIFIED MUTCD SIGN SPEC W6-1b


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SIDEWALK OR PATH

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AREA TO BE CLEARED

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NOTE: TREE/SHRUBS/PLANTS SHALL BE TRIMMED TO NEAREST INTERSECTING BRANCH.

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SV100

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CITY OF SIERRA VISTA TYPICAL SIDEWALK/PATH CLEARANCE

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NOTES/MATERIALS: 1. PERFORATED POSTS SHALL BE SQUARE TUBE FORMED FROM 0.105 U.S.S. GAUGE A.S.T.M. PERFORATED POSTS SHALL BE SQUARE TUBE FORMED FROM 0.105 U.S.S. GAUGE A.S.T.M. A-366 COLD ROLLED CARBON STEEL. THE SQUARE TUBES SHALL BE WELDED DIRECTLY IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING OR EQUAL. THE POSTS SHALL BE EXTERNALLY SCARIFIED TO AGREE WITH STD. CORNER RADII OF 5/32" TO 1/64". 2. PERFORATED POSTS SHALL BE GALVANIZED TO CONFORM TO A.S.T.M. A-525. COATING PERFORATED POSTS SHALL BE GALVANIZED TO CONFORM TO A.S.T.M. A-525. COATING DESIGNATION G-90. 3. ALL HARDWARE SHALL CONFORM TO A.S.T.M. A-307 CLASS A. ALL HARDWARE SHALL CONFORM TO A.S.T.M. A-307 CLASS A. 4. ALL HARDWARE SHALL BE GALVANIZED TO CONFORM TO A.S.T.M. A-153 OR CADMIUM ALL HARDWARE SHALL BE GALVANIZED TO CONFORM TO A.S.T.M. A-153 OR CADMIUM PLATED TO CONFORM TO A.S.T.M. A-165. 5. ALL CONCRETE FOR SIGN FOUNDATION SHALL BE CLASS "A" CONC. PER MAG STD. SECT. ALL CONCRETE FOR SIGN FOUNDATION SHALL BE CLASS "A" CONC. PER MAG STD. SECT. 725 & CURE FOR A MINIMUM OF 72 HOURS PRIOR TO SIGN INSTALLATION. 6. FOUNDATION WILL BE CONSTRUCTED WITH A 2" X 2" X 30" ANCHOR POST & 2-1/4" X FOUNDATION WILL BE CONSTRUCTED WITH A 2" X 2" X 30" ANCHOR POST & 2-1/4" X 2-1/4" X 18" BASE POST WRAPPED AND SEALED WITH DUCT TAPE. 7. POST FOUNDATIONS SHALL BE PERPENDICULAR TO THE ROADWAY. POST FOUNDATIONS SHALL BE PERPENDICULAR TO THE ROADWAY. 8. BOLT WITH NUT AND LOCK WASHER TO BE 7/16"x3" GALVANIZED & SHALL BE FASTENED BOLT WITH NUT AND LOCK WASHER TO BE 7/16"x3" GALVANIZED & SHALL BE FASTENED NO HIGHER THAN 1-1/2" FROM THE TOP OF THE BASE AND ANCHOR POSTS. 9. BASE ASSEMBLY SHALL NOT EXCEED 4" ABOVE FINAL GRADE. BASE ASSEMBLY SHALL NOT EXCEED 4" ABOVE FINAL GRADE. 10. BOLT, FLAT WASHER, LOCK WASHER AND NUT ASSEMBLY SHALL BE PERPENDICULAR TO BOLT, FLAT WASHER, LOCK WASHER AND NUT ASSEMBLY SHALL BE PERPENDICULAR TO MAJOR OR CRITICAL TRAFFIC.

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FINISH WITH LANDSCAPE MATERIAL

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FINISH GRADE

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EXPANSION MATERIAL TYP. IN CONCRETE AREAS

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716" HOLE DIAMETER SPACED AT 1" CEN. TO CEN.

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BOLT, FLAT WASHER, LOCK WASHER, & NUT ASSEMBLY

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1-3/4" X 1-3/4" X 10"-12" SIGN POST

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POST

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POST SLEEVE

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12"

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SV117

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CITY OF SIERRA VISTA SIGN POST DETAIL

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S

I

E

R

R

AS

T

.

V

I

S

T

A

S

T

.

*

*


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%%UTYPICAL SUBDIVISION

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%%UPLACEMENT DETAIL

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R

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30" MINIMUM

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7'-0" MINIMUM

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CURB

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SIDEWALK

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SEE SIERRA VISTA DETAIL SV117 FOR FOUNDATION DETAILS

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SQUARE POST MOUNT/CAPS FOR EXTRUDED SIGNS

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SIGN BRACKET CROSS PIECES

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AT STREET INTERSECTIONS INSTALL DOUBLE FACED EXTRUDED SIGNS FOR EACH STREET NAME. VANDAL-PROOF HARDWARE FOR FASTENING AS APPROVED BY THE CITY OF SIERRA VISTA DEPARTMENT OF PUBLIC WORKS.

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FOR POST INSTALLATION SEE DETAIL ON THIS SHEET & SIERRA VISTA DETAIL SV117

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PLACE EDGE OF SIGN 2' MIN.

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FROM SIDEWALK

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SV117-1

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CITY OF SIERRA VISTA STOP SIGN & STREET NAME SIGN INSTALLATION

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SIGN

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3' MIN.

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8' - 10' SHARED-USE PATH

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R5-3

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4' MIN.

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SIGN BASE

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SEE SIERRA VISTA DETAIL SV117

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4:1 CUT

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4:1 FILL

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PATH

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USE

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SHARED

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VEHICLES

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MOTOR

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NO

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SV117-2

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CITY OF SIERRA VISTA SIGN PLACEMENT ON SHARED-USE PATH DETAIL

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FOR SIGN BASE

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SEE SIERRA VISTA

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EXISTING PAVEMENT

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EXISTING S/W

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DETAIL SV117.

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SV117-3

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CITY OF SIERRA VISTA SIGN PLACEMENT DETAIL ADJACENT TO SIDEWALKS

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NOTES: NOTES: 1. SURVEY MARKER WITH FRAME SHALL BE USED AT SURVEY MARKER WITH FRAME SHALL BE USED AT INTERSECTIONS OF MAJOR STREETS & COLLECTOR STREETS, AND AT OTHER SPECIAL POINTS AS SHOWN ON PLANS. SEE MAG STD. DETAIL 120, TYPE "A". 2. SURVEY MARKER WITHOUT FRAME SHALL BE USED AT SURVEY MARKER WITHOUT FRAME SHALL BE USED AT INTERSECTION OF LOCAL STREET CENTERLINES (EXCEPT WHERE TYPE "A" IS SPECIFIED), AT P.C.'s AND P.T.'s OF CURVES, AND AT OTHER POINTS AS SHOWN ON PLANS. SEE TYPE "B" BELOW. 3. LETTERS TO BE APPROX. 1/32" WIDE & 1/32" DEEP. LETTERS TO BE APPROX. 1/32" WIDE & 1/32" DEEP. 4. USE STANDARD WROUGHT IRON WASHER 3" O.D. X 11/64" USE STANDARD WROUGHT IRON WASHER 3" O.D. X 11/64" THICK WITH 1-3/8" HOLE. 5. CAP TO BE CONSTRUCTED OF RED BRASS OR BRONZE.CAP TO BE CONSTRUCTED OF RED BRASS OR BRONZE.

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(WITHOUT FRAME)

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A

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G

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E

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N

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C

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Y

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I

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D

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E

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N

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T

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I

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F

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I

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C

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A

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T

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I

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O

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N

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%%UCAP DETAIL

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%%UTYPE "B"

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BRASS CAP

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R=5/16"

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SEE NOTE 3

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REMOVE BURRS AND SAND FROM TOP

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SEE NOTE 4

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SEE NOTE 5

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STD WROUGHT IRON WASHER

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STD. WROUGHT IRON WASHER

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BRASS CAP

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CLASS "A" (3000 PSI) CONC. PER MAG STD. SECT. 725

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NO. 3 TO 5 REBAR 3 TO 5 REBAR AS PER MAG STD. SECT. 727

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SV120

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CITY OF SIERRA VISTA SURVEY MARKER FOR LOCAL STREETS

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MODIFIED MAG DETAIL 120


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7'x7' APPROX. SIZE OF A 8 YARD TRASH DUMPSTER.

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CANE BOLTS

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CANE BOLT HOLES TO LOCK DOORS OPEN, FOR CLEARANCE SEE NOTE 1

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POST AND GATE TYPE SEE SIERRA VISTA DETAIL SV170-2

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CONCRETE LANDING

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1%%% SLOPE

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A

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A

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4"DIA. BOLLARDS SEE SIERRA VISTA DETAIL SV170-2.

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#4 REBAR LOCATION

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DUMPSTER - PLAN

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BAY

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BOND BEAM WITH CONTINUOUS #4 BAR

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#4 VERTICAL BAR, FOR LOCATION SEE "PLAN" VIEW, ALL CELLS WITH REBAR TO BE GROUTED

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SECTION A-A

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GALVANIZED LADDER REINFORCEMENT EVERY THIRD COURSE

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6" CMU WALL

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OMIT 2 BLOCKS IN FIRST COURSE FOR DRAINAGE.

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6" CONCRETE SLAB, CLASS "A" (3000 PSI) SEE NOTE 2

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3" DEEP WELDED WIRE FABRIC

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4" BOLLARDS SEE SIERRA VISTA DETAIL SV170-2

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SUBGRADE COMPACTION TO 95% MAX. DRY DENSITY.

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3" OF NEW ABC COMPACTED TO 95% MAX. DRY DENSITY. SEE NOTE 3

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1% SLOPE

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CONCRETE LANDING

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BAY

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#4 BAR, CONTINUOUS

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NOTES: 1. GATES SHALL HAVE 180 OPEN CLEARANCE WITH GATES SHALL HAVE 180° OPEN CLEARANCE WITHCANE BOLTS & CANE BOLT HOLES TO MAINTAIN OPEN POSITION. 2. ALL CONCRETE SHALL BE CLASS "A" (3000 PSI) ALL CONCRETE SHALL BE CLASS "A" (3000 PSI) PER MAG STD. SECT. 725. 3. ALL ABC SHALL BE PER SIERRA VISTA DETAIL ALL ABC SHALL BE PER SIERRA VISTA DETAIL SV200-4.

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CEMENT WASH CAP. PAINTED.

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1" DIA. X 4" DEEP GALV. METAL SLEEVES FOR CANE BOLTS EMBED IN CONC. SLAB (TYP OF 4). TO BE ASSESSABLE FROM THE OUTSIDE.

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SMOOTH FINISH CONC. W/SEALER

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2 #4 VERTICAL REBAR ONE IN EACH OF THE LAST TWO END CELLS.

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6" CMU BLOCK WALL, 6' HIGH. PAINT EXT. FACE AND TOP TO MATCH BUILDING. PAINT INT. FACE WITH EPOXY BASED PAINT.

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SV170

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CITY OF SIERRA VISTA 8 YARD DUMPSTER PAD DETAIL

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6" CONCRETE SLAB CLASS "A" (3000 PSI) SEE NOTE 2

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3" DEEP, WELDED WIRE FABRIC

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CEMENT WASH CAP. PAINTED

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BOND BEAM WITH CONTINUOUS #4 BAR

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#4 VERTICAL BAR, FOR LOCATION SEE "PLAN" VIEW, ALL CELLS WITH REBAR TO BE GROUTED

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GALVANIZED LADDER REINFORCEMENT EVERY THIRD COURSE

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6" CMU WALL

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OMIT 4 BLOCKS IN FIRST COURSE FOR DRAINAGE.

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3" OF NEW ABC COMPACTED TO 95% MAX. DRY DENSITY. SEE NOTE 3

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CONCRETE LANDING

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BAY

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#4 BAR, CONTINUOUS

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NOTES: 1. GATES SHALL MAINTAIN OPEN CLEARANCE GATES SHALL MAINTAIN OPEN CLEARANCE PER DETAIL WITH CANE BOLTS & CANE BOLT HOLES TO MAINTAIN OPEN POSITION. 2. ALL CONCRETE SHALL BE CLASS "A" ALL CONCRETE SHALL BE CLASS "A" (3000 PSI) PER MAG STD. SECT. 725. 3. ALL ABC SHALL BE PER SIERRA VISTA ALL ABC SHALL BE PER SIERRA VISTA DETAIL SV200-4.

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TRASH ENCLOSURE SECTION A-A

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LARGE TRASH ENCLOSURE PLAN

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1" DIA. X 4" DEEP GALV. METAL SLEEVES FOR CANE BOLTS EMBED IN CONC. SLAB (TYP OF 4). TO BE ASSESSABLE FROM THE OUTSIDE.

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2 #4 VERTICAL ONE IN EACH OF THE LAST TWO END CELLS.

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6" CMU BLOCK WALL, 6' HIGH. PAINT EXT. FACE AND TOP TO MATCH BUILDING. PAINT INT. FACE WITH EPOXY BASED PAINT.

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SMOOTH FINISH CONC. W/SEALER

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7'x7' APPROX. SIZE OF A 8 YARD TRASH DUMPSTER.

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SLOPE 1%

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CONCRETE

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BAY

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A

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A

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CANE BOLT HOLES TO LOCK DOORS OPEN, FOR CLEARANCE SEE NOTE 1

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LANDING

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#4 REBAR LOCATION

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SV170-1

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CITY OF SIERRA VISTA DOUBLE DUMPSTER DETAIL

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JAMB AT TRASH ENCLOSURE PLAN

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SUGGESTED GATE

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JAMB AT TRASH ENCLOSURE

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2

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%%UPERMANENT BOLLARD

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1

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3

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4

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NOTES: 1. GATES SHALL MAINTAIN OPEN CLEARANCE PER GATES SHALL MAINTAIN OPEN CLEARANCE PER DETAIL WITH CANE BOLTS & CANE BOLT HOLES TO MAINTAIN OPEN POSITION. 2. ALL CONCRETE SHALL BE CLASS "A" (3000 PSI) ALL CONCRETE SHALL BE CLASS "A" (3000 PSI) PER MAG STD. SECT. 725. 3. ALL ABC SHALL BE PER SIERRA VISTA DETAIL ALL ABC SHALL BE PER SIERRA VISTA DETAIL SV200-4.

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1 1/2" 18 GAUGE TYPE 'B' GALVANIZED METAL DECKING.

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1" DIA. STL. PIPE 4" IN LENGTH WELD ONE TO ANGLE AT DOOR WELD ANOTHER AT 6" PIPE.

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2" X 2" X 1/4" ANGLE FRAME AND BRACES.

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6" DIA. STEEL GUARD POST, SCH. 40, GALVANIZED,PIPE FILL PIPE FILL W/CONC.

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VARIES

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2"

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5'-6"

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2"

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6"

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6'-0"

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3'-10"

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6"

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1'-8" DIA.

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2" X 2" X 1/4"ANGLE- MITER JOINT & WELD AT CORNERS.

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1 1/2" X 1/4" STEEL STRAP AT REAR FACE OF DOOR - WELD TO STEEL ANGLE AT CORNERS.

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SLIDING LATCH

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1 1/2" 18 GAUGE TYPE 'B' GALVANIZED METAL DECKING.

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BOLT "J" STRAPS TO DOORS. LOCATE TO HOLD CANE BOLTS WHEN DOORS ARE IN USE.

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CANE BOLTS (STANLEY #1009-18")1 PAIR

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3/4" STANDARD PIPE (SLEEVE) 4" IN LENGTH WELDED AT BOTTOM CORNER OF EA. DOOR.

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6" CONCRETE SLAB

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PROVIDE WEEP HOLES IN BOTTOM OF DOOR.

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CONCRETE ENVELOPE AT DOOR POST.

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1" DIA. STL. PIPE 4" IN LENGTH WELDED TO 6" PIPE. WELD 3/4" DIA. SOLID STL. ROD 8" IN LENGTH INSIDE 1" DIA. STL. PIPE TO ACT AS HINGE FOR DOOR.

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CITY APPROVED MATERIAL.

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WASHER

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2" X 2" X 1/4" ANGLE FRAME

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PROVIDE ZURK GREASE FITTING AT DOOR HINGE.

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1" DIA. STL. PIPE 4" IN LENGTH WELD TO ANGLE AT DOOR.

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30"

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6"

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1"

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1"

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48"

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FILL WITH GROUT AND CROWN TOP.

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4" DIA. STEEL GUARD POST, SCH. 40, GALVANIZED.

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CLASS A CONCRETE

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3" OF NEW ABC COMPACTED TO 95% MAX. DRY DENSITY.

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6" CONCRETE SLAB

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6" DIA. STEEL GUARD POST, SCH. 40, GALVANIZED, 40, GALVANIZED, PIPE FILL W/CONC.

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6" DIA. STEEL GUARD POST, SCH. 40, GALVANIZED, 40, GALVANIZED, PIPE FILL W/CONC.

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WELD 3/4" DIA. SOLID STL. ROD 8" IN LENGTH INSIDE 1" DIA. STL. PIPE TO ACT AS HINGE FOR DOOR.

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1'-3"

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OTHER GATE STYLES MAY BE INSTALLED WITH CITY OF SIERRA VISTA APPROVAL.

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SEE DETAIL 3

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3" MIN. TYP.

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SV170-2

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CITY OF SIERRA VISTA SUPPLEMENTAL DUMPSTER DETAIL

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14" WIDE OR LESS

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OVERBAND IS FLUSH WITH

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ENSURE ALL REMAINING

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THE EXISTING

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SURFACE

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NOTES: 1. ALL ASPHALT PATCHES TO BE CRACKED SEALED. ALL ASPHALT PATCHES TO BE CRACKED SEALED. 2. PREPARE CRACKS FOR SEALING AND FILLING ACCORDING TO MAG STD. PREPARE CRACKS FOR SEALING AND FILLING ACCORDING TO MAG STD. SECT. 337, FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR SEALING AND FILLING CRACKS. 3. FORCE CRACK REPAIR MATERIAL INTO CRACKS TO ENSURE ADHESION TO FORCE CRACK REPAIR MATERIAL INTO CRACKS TO ENSURE ADHESION TO EXISTING SURFACE. 4. CRACKS LARGER THAN 1½" SHALL BE "PATCHED" PER PROJECT ENGINEER. CRACKS LARGER THAN 1½" SHALL BE "PATCHED" PER PROJECT ENGINEER.½" SHALL BE "PATCHED" PER PROJECT ENGINEER.

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CRACK SEALING

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CRACKS LESS THAN "14"

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CRACK SEALING

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CRACKS FROM " TO 1 "14" TO 1 "12"

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SQUEEGEED FLAT

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RESERVOIR

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SQUEEGEED FLAT

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SV200

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CITY OF SIERRA VISTA ASPHALT PAVEMENT CRACK SEALING AND FILLING


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TRENCH WIDTH PER MAG STD. SECT. 601.2

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BASE: A.B.C. PER MAG STD. SECT. 702 & 601

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12" MIN OR MATCH EXISTING BASE, WHICHEVER IS GREATER

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FINAL BACKFILL: CLSM, A.B.C, GRANULAR BACKFILL, OR NATIVE BACKFILL (SEE NOTES)

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SHELF

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48" MIN

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12" MIN

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12" MIN

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A.C. SURFACE & BASE COURSES (SEE NOTE 1)

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NOTES: 1. PAVEMENT MATCHING, BASE COURSES AND SURFACE REPLACEMENT SHALL BE IN ACCORDANCE WITH MAG STD. SECT. 336 UNLESS OTHERWISE PAVEMENT MATCHING, BASE COURSES AND SURFACE REPLACEMENT SHALL BE IN ACCORDANCE WITH MAG STD. SECT. 336 UNLESS OTHERWISE SPECIFIED IN CONTRACT DOCUMENTS. 2. TRENCH EXCAVATION, BACKFILLING AND COMPACTION SHALL BE IN ACCORDANCE WITH MAG STD. SECT. 601. NATIVE BACKFILL SHALL ONLY BE TRENCH EXCAVATION, BACKFILLING AND COMPACTION SHALL BE IN ACCORDANCE WITH MAG STD. SECT. 601. NATIVE BACKFILL SHALL ONLY BE USED WITH AGENCY APPROVAL. 3. CLSM SHALL BE 1/2-SACK OR 1-SACK PER MAG STD. SECTIONS 604 AND 728. CLSM SHALL BE 1/2-SACK OR 1-SACK PER MAG STD. SECTIONS 604 AND 728. 4. MATERIAL FOR FINAL BACKFILL AND BASE (IF APPLICABLE) SHALL BE AS NOTED HEREIN UNLESS OTHERWISE SPECIFIED IN CONTRACT MATERIAL FOR FINAL BACKFILL AND BASE (IF APPLICABLE) SHALL BE AS NOTED HEREIN UNLESS OTHERWISE SPECIFIED IN CONTRACT DOCUMENTS. 5. FINAL BACKFILL SHALL BE CLSM FOR TRENCH DEPTHS GREATER THAN 4 FEET UNLESS A SAFE (OHSA COMPLIANT) WORKING SPACE AT LEAST FINAL BACKFILL SHALL BE CLSM FOR TRENCH DEPTHS GREATER THAN 4 FEET UNLESS A SAFE (OHSA COMPLIANT) WORKING SPACE AT LEAST 30" WIDE IS PROVIDED TO CONDUCT COMPACTION TESTING. 6. PROVIDE MINIMUM 12" WIDE SHELF AS SHOWN IN "T-TOP" TRENCH REPAIR AT ENDS OF TYPE "A" TRENCH REPAIR EXCEPT WHERE EDGE PROVIDE MINIMUM 12" WIDE SHELF AS SHOWN IN "T-TOP" TRENCH REPAIR AT ENDS OF TYPE "A" TRENCH REPAIR EXCEPT WHERE EDGE ABUTS EXISTING CONCRETE. 7. USE "T-TOP" PAVEMENT REPLACEMENT WHERE A TRENCH IS NOT PARALLEL TO A STREET OR GOES THROUGH AN INTERSECTION. USE "T-TOP" PAVEMENT REPLACEMENT WHERE A TRENCH IS NOT PARALLEL TO A STREET OR GOES THROUGH AN INTERSECTION. 8. THE JOINT LOCATION OR JOINT CONFIGURATION MAY VARY FROM THAT SHOWN TO ELIMINATE REMNANTS, TO ELIMINATE FULL DEPTH SAWCUT THE JOINT LOCATION OR JOINT CONFIGURATION MAY VARY FROM THAT SHOWN TO ELIMINATE REMNANTS, TO ELIMINATE FULL DEPTH SAWCUT JOINTS FROM BEING LOCATED WITHIN A WHEEL PATH AS REQUIRED BY MAG STD. SECT. 336, OR WHEN AN OFFSET JOINT IS CONSTRUCTED. SEE SIERRA VISTA DETAIL SV200-2 FOR REMNANT PAVEMENT REMOVAL REQUIREMENTS. 9. SAWCUT OR MILL EDGE AND APPLY TACK COAT. FOR PERMANENT PAVEMENT, APPLY 2-1/2" WIDE MAG STD. SECT. 337.2.1 COMPLIANT JOINT SAWCUT OR MILL EDGE AND APPLY TACK COAT. FOR PERMANENT PAVEMENT, APPLY 2-1/2" WIDE MAG STD. SECT. 337.2.1 COMPLIANT JOINT SEALANT AS REQUIRED BY AGENCY - SEE SIERRA VISTA DETAIL SV200-2. 10. EXPOSED COPPER OR POLYETHYLENE WATER PIPE UP TO 2" IN DIAMETER IN TRENCHES TO BE BACKFILLED WITH CLSM SHALL BE WRAPPED EXPOSED COPPER OR POLYETHYLENE WATER PIPE UP TO 2" IN DIAMETER IN TRENCHES TO BE BACKFILLED WITH CLSM SHALL BE WRAPPED WITH MINIMUM 3/4" THICK PREFORMED PIPE-COVERING FOAM INSULATION BEFORE PLACING CLSM. 11. ABC WITHIN 24" BELOW PAVEMENT SHALL BE COMPACTED TO 100% STANDARD DRY DENSITY.ABC WITHIN 24" BELOW PAVEMENT SHALL BE COMPACTED TO 100% STANDARD DRY DENSITY.

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SAWCUT OR MILL EDGE, TACK & SEAL SEE NOTES 8 & 9

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TRENCH CROSS-SECTION TYP. SEE SIERRA VISTA DETAIL SV200-2

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%%U"T TOP" TRENCH REPAIR

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(USE FOR TRANSVERSE TRENCH REPAIRS, SEE SIERRA VISTA DETAIL SV200-2)

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OFFSET JOINT OPTION (TYP)

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SV200-1-A

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CITY OF SIERRA VISTA "T TOP" TRENCH BACKFILL AND SURFACE REPLACEMENT DETAIL

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MODIFIED MAG DETAIL 200-1


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(TRENCH IN PAVEMENT PARALLEL TO TRAFFIC)

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C OF STREET

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EXISTING S/W TYP.

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TRENCH

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EXISTING C/G TYP.

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EXISTING PAVEMENT

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C OF STREET

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TRENCH

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EXISTING C/G TYP.

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EXISTING PAVEMENT

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(TRENCH IN PAVEMENT NOT PARALLEL TO TRAFFIC)

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TRENCH

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EXISTING S/W TYP.

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REMOVE IF REMNANT IS 48" WIDE OR LESS AND RESTORE PER SIERRA VISTA DETAIL 200-1-A

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CURB, GUTTER, CONCRETE PAVEMENT OR OTHER CONCRETE STRUCTURE

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"T-TOP" TRENCH REPAIR

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EXIST AC

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BEDDING

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INITIAL BACKFILL

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TOP OF PIPE, CONDUIT OR CONCRETE-ENCASED DUCT BANK

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12"

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NOTES: 1. SEE MAG STD. SECT. 601 FOR TRENCH EXCAVATION, BACKFILLING AND COMPACTION REQUIREMENTS. 2. SEE SIERRA VISTA DETAIL SV200-3 FOR DETAILED TRENCH REPAIR REQUIREMENTS FOR TRENCH TYPES NOTED HEREIN. 3. SEE SIERRA VISTA DETAIL SV211 FOR REQUIREMENTS REGARDING THE USE OF PLATING TRANSVERSE TRENCHES. USE OF STEEL PLATES SHALL NOT EXCEED 72 HOURS AFTER COMPLETION OF BACKFILL AND PRIOR TO FINAL PATCHING. 4. IF LONGITUDINAL TRENCH IS LOCATED WITHIN THE WHEEL PATH OF THE ROADWAY, THE DEPARTMENT SHALL DETERMINE AN APPROPRIATE ASPHALT PATCH WIDTH.

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FOUNDATION

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SPRINGLINE

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FINAL BACKFILL

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HAUNCHING

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MINIMUM WIDTH AT SPRINGLINE ON EACH SIDE OF PIPE

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TRENCH WIDTH

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PIPE EMBEDMENT ZONE

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%%UREMNANT PAVEMENT REMOVAL

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%%UTRENCH CROSS-SECTION DETAIL

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%%ULONGITUDINAL TRENCH

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%%UTRANSVERSE TRENCH

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EDGE OF CONCRETE

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2-1/2"

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%%UJOINT SEALANT DETAIL

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JOINT/CUT

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EXISTING PAVEMENT

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PAVEMENT PATCH

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SEALANT

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SV200-2

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CITY OF SIERRA VISTA TRENCH BACKFILL AND SURFACE REPLACEMENT DETAIL

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~

·

·

·

·

·

·


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MAGNETIC WARNING TAPE REQUIRED FOR SEWER, CHECK INDEPENDENT UTILITY REQUIREMENT

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TRENCHING IN EXISTING ROADWAY PRISM

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AGGREGATE BASE

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NON SHRINK SLURRY

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X

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X

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X

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X

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NA

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X

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*1 & *2

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NA

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X

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X

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X

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95%

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95%

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NA

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TRENCHING IN RIGHT OF WAY OUTSIDE ROADWAY PRISM OR IN UNPAVED ALLEY

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X

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BACKFILL REQUIREMENTS

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NATIVE MATERIAL WITHOUT FINES REQUIREMENT

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NATIVE MATERIAL WITH FINES REQUIREMENT

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ALLOWABLE BACKFILL MATERIALS

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COMPACTION REQUIREMENT

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TRENCHING IN PROPOSED ROADWAY PRISM

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*NOTES: : 1. 95% EXCEPT FOR THE TOP 2' SHALL BE 100%. 2. PAVEMENT REPLACEMENT TO BE T-TOP PER SIERRA VISTA DETAIL SV200-1-A.

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UNDISTURBED EARTH OR ABC COMPACTED TO 95% PER MAG STD. SECT. 601.2.5.

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SHADING: SAND OR CHAT

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BACKFILL: TYPE & COMPACTION PER TABLE BELOW

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95%

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TRENCH REQUIREMENTS: 1. A WIDER TRENCH SHALL BE ALLOWED IF A A WIDER TRENCH SHALL BE ALLOWED IF A PULLBOX IS USED AS MEANS FOR TRENCH SHORING. 2. FOR ALL EXCAVATION AND TRENCHES, THE FOR ALL EXCAVATION AND TRENCHES, THE CONTRACTOR SHALL ADHERE STRICTLY WITH OSHA CFR PART 1926 SUBPART P. 3. TRENCH EXCAVATIONS OVER 20-FEET IN TRENCH EXCAVATIONS OVER 20-FEET IN DEPTH SHALL HAVE AN APPROVED SHORING PLAN, STAMPED BY A REGISTERED PROFESSIONAL ENGINEER TO BE SUBMITTED BY THE CONTRACTOR, FOR APPROVAL BY THE CITY OF SIERRA VISTA.

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TRENCH WIDTH CHART 1

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SIZE OF PIPE (I.D.)

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LESS THAN 18"

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MAXIMUM WIDTH AT TOP OF PIPE GREATER THAN O.D. OF BARREL

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20"

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8"

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18" TO 24"

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23"

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9.5"

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MINIMUM WIDTH AT SPRINGLINE EA. SIDE OF PIPE

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27" TO 39"

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28"

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12"

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42" TO 60"

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34"

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14"

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OVER 60"

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PER MAG STD. SECT. TABLE 601-1, FLEX PIPES

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AGGREGATE BASE AGGREGATE BASE PER SIERRA VISTA DETAIL SV200-4. RECLAIMED CONCRETE MATERIAL (RCM) IN ACCORDANCE WITH MAG STD. SECT. 701.4 MAY BE SUBSTITUTED FOR AGGREGATE BASE. NON SHRINK SLURRY ONE SACK TYPE II PORTLAND CONCRETE CEMENT PER CUBIC YARD. TYPE "B" SELECT AGGREGATE PER MAG STD. SECT. 702, OR AGGREGATE BASE COURSE, OR RECLAIMED CONCRETE MATERIAL PER MAG STD. SECT. 701.4 AND 702. ALLOWABLE BEDDING & SHADING SAND OR CHAT 100% PASSING 1/2" SIEVE. SUM OF PI PLUS 200 SIEVE SHALL BE LESS THAN 23.

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ALLOWABLE TRENCH BACKFILL MATERIALS NATIVE MATERIAL: 1. NATIVE MATERIAL SHALL BE USED WHERE NATIVE MATERIAL SHALL BE USED WHERE FOUND SUITABLE BY A GEOTECHNICAL REPORT. A GEOTECHNICAL REPORT SHALL BE SUBMITTED TO THE CITY BY THE OWNER, FOR APPROVAL PRIOR TO CONSTRUCTION. 2. MATERIAL SPECIFICATIONS AND TESTING MATERIAL SPECIFICATIONS AND TESTING SHALL CONFORM TO SECTION 151.08.011 OF THE SIERRA VISTA DEVELOPMENT CODE. 3. AT A MINIMUM, THE MATERIAL SHALL MEET AT A MINIMUM, THE MATERIAL SHALL MEET THE FOLLOWING REQUIREMENTS: a. MATERIAL IS FREE OF BROKEN MATERIAL IS FREE OF BROKEN CONCRETE, BROKEN PAVEMENT, RUBBISH, CHUNKS OF CLAY, WOOD, ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIAL. b. MATERIAL DOES NOT CONTAIN ROCK OR MATERIAL DOES NOT CONTAIN ROCK OR STONES LARGER THAN THREE INCHES. c. FINES REQUIREMENT-MATERIAL SHALL FINES REQUIREMENT-MATERIAL SHALL NOT HAVE A PI GREATER THAN 15, AND THE TOTAL SUM OF THE PERCENT PASSING THE NO. 200 SIEVE AND THE PI SHALL NOT EXCEED 45. 4. ALL MANHOLE EXCAVATIONS SHALL BE ALL MANHOLE EXCAVATIONS SHALL BE BACKFILLED FROM TRENCH TO TRENCH WITH 100% AB COMPACTED TO 95% MAX. DRY DENSITY.

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BEDDING MATERIAL: SAND OR CHAT

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*200 SIEVE TO BE DETERMINED BY ASTM. D4318, DRY PREP, OR AASHTO T-90.200 SIEVE TO BE DETERMINED BY ASTM. D4318, DRY PREP, OR AASHTO T-90.

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95%

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95%

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12" TO 18"

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SV200-3

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CITY OF SIERRA VISTA STORM DRAIN/SEWER/UTILITY BACKFILL AND BEDDING DETAIL


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REVISED TABLE 702-1

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Sieve Analysis Test Methods AASHTO T-27, T-11

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Sieve Size

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Accumulative Percentage Passing Sieve, by Weight

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Select Material

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Aggregate Base Course

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Type A

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Type B

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3 IN.

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100

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-

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-

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1-1/2 IN.

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-

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100

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100

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1 IN.

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-

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-

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90-100

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NO. 4

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30-75

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30-70

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32-65

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NO. 8

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20-60

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20-60

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20-60

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NO. 30

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10-40

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10-40

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10-40

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NO. 200

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0-12

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0-12

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3-12

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Plasticity Index Test Methods AASHTO T-89 Method A, T-90, T146 Method A

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MAXIMUM ALLOWABLE VALUE

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5

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5

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5

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Fractured Face, One Face Test Method ARIZ 212, Percent by Weight of the Material Retained on a #4 Sieve

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MINIMUM REQUIRED VALUE

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50

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50

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50

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Resistance to Degradation and Abrasion by the Los Angeles Abrasion Machine Test Method AASHTO T-96, Percent Loss by Weight

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MAXIMUM ALLOWABLE VALUE AT 100 REVOLUTIONS

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10

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10

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10

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MAXIMUM ALLOWABLE VALUE AT 500 REVOLUTIONS

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45

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45

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45

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AGGREGATE BASE COURSE

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702.2.1 REPLACE TABLE 702-1 OF THE MAG STANDARD CONSTRUCTION SPECIFICATIONS WITH THE FOLLOWING:

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CITY OF SIERRA VISTA BACKFILL AND BEDDING TABLE


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A.C. PAVEMENT

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AGGREGATE BASE

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PER MAG. STD.

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SECT. 310

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GRADING PER

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MAG. STD.

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SECT. 310

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A.C. PAVEMENT

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AGGREGATE BASE

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SECT. 310

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GRADING PER

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MAG. STD.

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SECT. 310

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TYPE 'A'

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TYPE 'B'

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D = DESIGN THICKNESS OF A.C. PAVEMENT PLUS AGGREGATE BASE.

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PER MAG. STD.

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12"

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D

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6"

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12"

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MIN.

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8"

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SV201

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CITY OF SIERRA VISTA TYPICAL PAVEMENT SECTION AT TERMINATION DETAIL

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3" OF NEW AC COMPACTED TO 95% MAX. DENSITY

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10" OF NEW AB COMPACTED TO 100% MAX. DRY DENSITY

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SUBGRADE COMPACTION TO 95% MAX. DRY DENSITY

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ROAD PVMNT. SECTION NO.1 ARTERIAL & COLLECTOR STREETS

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ROAD PVMNT. SECTION NO.2 LOCAL STREETS

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ROAD PVMNT. SECTION NO.3 PARKING LOT

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ROAD PVMNT. SECTION NO.4 SHARED-USE PATH

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SV202

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SEE NOTE 1

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SEE NOTE 5

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STEEL DIAMOND PLATE A-36

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16"

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2"

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A = 1'

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2"

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SEE DETAIL C

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2" X 2" X 1/8" ANGLE BOTH SIDES

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EXPANSION JOINT

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1/2''

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'B' SEE NOTE 2

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4"

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4"

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ANGLE BOTH SIDES 2" X 2" X 1/8"

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1/8''

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NO.4 REBAR 4" LONG 3 EACH SIDE, MIN.

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6"

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4"

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4"

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4"

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EXPANSION JOINT

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SEE NOTE 3

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DIAMOND PLATE

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GUTTER FLOW LINE

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LIP OF GUTTER

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EXPANSION JOINT

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EXPANSION JOINT

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M10 FLATHEAD STAINLESS STEEL CAP SCREW COUNTERSINK (6EACH MIN.)

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NOTES: 1. ANGLE EQUALS 45° UNLESS SPECIFIED ON PLAN. ANGLE EQUALS 45° UNLESS SPECIFIED ON PLAN. ANGLE IN DIRECTION OF FLOW. 2. DIMENSION 'B' EQUALS 'A' +2'. DIMENSION 'B' EQUALS 'A' +2'. 3. ( ) INDICATES DIRECTION OF FLOW. ( ) INDICATES DIRECTION OF FLOW. 4. PAINT STEEL ACCORDING TO MAG STD. SECT. 790. PAINT STEEL ACCORDING TO MAG STD. SECT. 790. PAINT NUMBER 1-A OR 1-B. 5. 'R' EQUALS 1" UNLESS OTHERWISE DIRECTED. 'R' EQUALS 1" UNLESS OTHERWISE DIRECTED. 6. 'H' EQUALS 6". 'H' EQUALS 6". 7. FOR ROLL CURB AND GUTTER, USE 2' TRANSITIONS TO FOR ROLL CURB AND GUTTER, USE 2' TRANSITIONS TO VERTICAL CURB. 8. ALL CONCRETE SHALL BE CLASS 'A' (3000 PSI) PER ALL CONCRETE SHALL BE CLASS 'A' (3000 PSI) PER MAG SECT. 725 AND INSTALLED PER MAG STD. SECT. 505.

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SIDEWALK

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4' OR 5'

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SECTION 'A-A'

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SECTION 'B-B'

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DETAIL C

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SLOPE 1.5%

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H

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CITY OF SIERRA VISTA SCUPPER DETAIL

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SV203

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MODIFIED MAG STD. DETAIL 203

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FORMER SIERRA VISTA DETAIL SV206-3

A A


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CONCRETE SCUPPER

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SEE DETAIL 2

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NEW GROUTED

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RIP RAP

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D50=6", T=2D

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PER SIERRA VISTA

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EXPANSION JOINT

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(TYP.)

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DETAIL 2

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N.T.S.

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#4 REINFORCED REBAR

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@ 8" O.C.

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12.5'

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8'

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48" PROTECTIVE

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HANDRAIL

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PER SIERRA VISTA DETAIL SV231-1

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#4 REINFORCED REBAR

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@ 8" O.C.

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DETAIL 1

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N.T.S.

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24"

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#4 REINFORCED REBAR

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@ 12" O.C.

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12"

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SEE SIERRA VISTA DETAIL SV231-1

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SECTION B-B

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N.T.S.

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NEW GROUTED RIP RAP

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EXISTING GROUND

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SECTION A-A

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MATCH A.C. PATHWAY

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6"

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4"

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MATCH A.C. PATHWAY

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AB

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D50 = 6",T = 2D

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13'

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48" PROTECTIVE

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SIERRA VISTA

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HANDRAIL PER

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2% SLOPE

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#4 REINFORCED

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REBAR @ 8" O.C.

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6"

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4"

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Min

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6"

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24"

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12"

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DETAIL SV231-1

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2' TYP.

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3'-9"

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4'

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6"

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6"

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3'-9"

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HANDRAIL

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DETAIL SV556-1

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PER SIERRA VISTA

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DETAIL SV556-1

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N.T.S.

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R=6"

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R=6"

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SV206-4

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CITY OF SIERRA VISTA SHARED-USE PATH CONCRETE SCUPPER DETAIL

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FORMER SIERRA VISTA DETAIL SV206-2


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1.

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2.

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3.

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%%UNOTES:

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USE TYPE 1 PLATE INSTALLATION WHERE POSTED SPEED LIMIT IS

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LESS THAN 30 MPH. USE TYPE 2 PLATE INSTALLATION WHERE POSTED

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FOR TYPE 2 PLATE INSTALLATION, THE STEEL PLATE SHALL BE RECESSED BY

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MILLING INTO THE EXISTING ASHPALT TO SET FLUSH WITH THE SURFACE OF THE

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TRENCH WIDTHS ARE BASED ON AN ANALYSIS PER THE 14TH EDITION OF

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STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES BY AASHTO. AN ASSUMED

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AXLE LOADING OF 12 TONS WITH A 30% IMPACT FACTOR WAS USED.

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THE AXLE LENGTH IS 6 FEET: THEREFORE THE NUMBER OF WHEELS CARRIED

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4.

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STEEL PLATE MUST BE ABLE TO WITHSTAND H-20 TRAFFIC LOADINGS

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WITHOUT ANY MOVEMENT.

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5.

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PLATES SHALL BE FABRICATED FROM ASTM A36 STEEL (MIN).

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EXISTING ASPHALT. FULL DEPTH CUTTING OF PAVEMENT SECTION OUTSIDE OF

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TRENCH IS NOT PERMITTED. MILLING DEPTH SHALL MATCH THICKNESS OF PLATE.

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%%UTYPE 1

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B

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A

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BY A PLATE DEPENDS ON THE ROADWAY WIDTH.

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PLATES SHALL BE SECURED FROM LATERAL MOVEMENT AND VERTICAL VIBRATION

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(ASSOCIATED NOISE) WHILE IN USE BY TEMPORARY ASPHALT (COLD MIX.)

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18"

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18"

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18"

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18"

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18"

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18"

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PLATE SIZE

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(A) (B)

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LONGITUDINAL

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36"

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60"

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48"

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24"

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12"

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12"

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THICKNESS

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(W) (L)

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TRANSVERSE

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(A) (B)

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58"

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19"

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58"

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31"

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25"

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70"

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44"

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38"

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52"

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34"

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1"

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1"

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1"

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1"

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1"

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1"

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8'

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7'

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6'

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5'

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4'

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4'

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10'

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10'

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8'

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10'

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10'

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10'

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31"

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58"

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48"

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48"

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36"

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36"

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24"

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12"

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1-1/4"

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58"

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33"

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63"

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39"

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20"

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47"

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76"

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76"

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66"

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66"

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104"

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88"

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16'

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12'

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16'

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12'

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12'

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15'

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7'

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7'

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6'

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6'

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5'

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4'

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1-1/4"

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1-1/4"

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1-1/4"

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1-1/4"

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1-1/4"

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18"

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18"

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18"

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18"

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18"

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18"

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60"

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60"

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60"

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60"

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60"

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18"

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18"

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18"

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18"

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18"

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1-1/4"

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1-1/4"

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1-1/4"

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1-1/4"

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8'

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8'

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8'

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8'

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8'

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12'

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15'

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16'

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20'

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20'

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86"

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86"

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86"

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86"

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102"

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29"

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47"

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63"

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77"

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69"

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1-3/8"

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L

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STEEL PLATE

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TRENCH WIDTH

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LONGITUDINAL

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B

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W

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W

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TRANSVERSE

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B

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A

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B

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TRENCH

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L

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%%UTYPE 2

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B

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A

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B

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VARIES

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ASPHALT

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TEMPORARY

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ASPHALT

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TEMPORARY

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MIN.

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MAX.

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MIN.

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EXISTING

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ASPHALT

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STEEL PLATE ON TOP

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OF EXISTING ASPHALT

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RECESSED ON

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STEEL PLATE

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MIN.

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MAX.

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MIN.

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B

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A

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B

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VARIES

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EXISTING ASPHALT

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ASPHALT

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TEMPORARY

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TOP OF MILLED

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SURFACE ASPHALT

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2"

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2"

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STEEL PLATE FLUSH

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WITH EXISTING ASPHALT

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STEEL PLATE

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SPEED LIMIT IS 30 MPH OR GREATER.

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6.

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ASPHALT PAVEMENT MUST BE FILLED WITH TEMPORARY ASPHALT.

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THE GAP BETWEEN THE EDGE OF THE PLATE AND THE ADJACENT EXISTING

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WIDTH

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(BOTH SIDES)

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(BOTH SIDES)

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SV211

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CITY OF SIERRA VISTA STANDARD TRENCH PLATING DETAIL

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REVISED:

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DETAIL NO:

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ASPHALT

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VARIABLE THICKNESS

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SECTION VIEW

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TYPE A PAVEMENT REPAIR

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4' MIN.

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4'MIN.

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A

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HIGHEST EXISTING UTILITY(S)

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PLAN VIEW

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SECTION A-A

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TACK EDGES 100% COVERAGE

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6" MIN. THICKNESS OR MATCH EXISTING, WHICHEVER IS GREATER.

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TYPE B PAVEMENT REPAIR

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PLAN VIEW

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SECTION B-B

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"KEYHOLE" DRILLED/CORED PILOT HOLE

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PAVEMENT PLUG

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BONDING MATERIAL

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ABC COMPACTED 100% OR ½ SACK CLSM.½ SACK CLSM. SACK CLSM.SACK CLSM.

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MIN.12" BEDDING ABOVE TOP OF THE HIGHEST UTILITY PIPE TO CONFORM TO MAG STD. SECTION 601.

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TYPE A OR B PAVEMENT REPAIR FLUSH WITH EXISTING PAVEMENT

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FINAL BACKFILL MATERIAL OPTIONS: - IF IN ROADWAY 100% AB - ABC PER SIERRA VISTA DETAIL SV200-4 - ½ -SACK CLSM PER MAG STD. ½ -SACK CLSM PER MAG STD. -SACK CLSM PER MAG STD. -SACK CLSM PER MAG STD. SECTION 728.

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2'

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2'

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A

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B

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B

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6"

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NOTES: : 1. ALL PATCHES TO BE SEALED ALL PATCHES TO BE SEALED AS PER SIERRA VISTA DETAIL SV200.

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NOTES: : 1. DIMENSIONS ARE NOMINAL. DIMENSIONS ARE NOMINAL. 2. EDGES SHALL BE SAWCUT TO EDGES SHALL BE SAWCUT TO A NEAT VERTICAL FACE. 3. PLACE CLSM BACKFILL IN PLACE CLSM BACKFILL IN ACCORDANCE WITH MAG STD. SECT. 604. 4. PLACE AGENCY-APPROVED PLACE AGENCY-APPROVED ASPHALT CONCRETE IN MAXIMUM 2" LIFTS.

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"T"-TOP PAVEMENT 1' BEYOND POTHOLE

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NOTES: : 1. CUT, REMOVE AND REPLACE PAVEMENT PLUG OR CUT, REMOVE AND REPLACE PAVEMENT PLUG OR CORING FLUSH WITH AND IN THE ORIGINAL ORIENTATION OF PAVEMENT SURFACE. 2. PLACE BACKFILL ABC PER SIERRA VISTA SV200-4 PLACE BACKFILL ABC PER SIERRA VISTA SV200-4 OR USE ½ SACK CLSM. 3. BONDING MATERIAL SHALL BE A SINGLE COMPONENT BONDING MATERIAL SHALL BE A SINGLE COMPONENT CEMENTITIOUS, RAPID HARDENING, HIGH STRENGTH, WATER PROOF BONDING AGENT.

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NOTES: : WHEN POTHOLING WITHIN AN EXISTING ARTERIAL PAVEMENT SECTION, 18" OR 24" KEYHOLING IS PREFERRED. SEE TYPE B PAVEMENT REPAIR.

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SV212

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CITY OF SIERRA VISTA UTILITY POTHOLE REPAIR DETAIL

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REVISED:

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DETAIL NO:

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8"

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24"

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7"

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PARKWAY OR

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SIDEWALK

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SLOPE -

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SEE NOTE 3

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ROADWAY WIDTH

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PAVEMENT

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%%URIBBON/DEPRESSED CURB

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(TYPE B)

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1/2"

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BATTER

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OPTIONAL

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3" OF NEW ABC COMPACTED TO 95% MAX. DRY DENSITY

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24"

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7"

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ROADWAY

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WIDTH

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6"

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1"

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12"

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BROOM FINISH

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6"

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6"

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1"

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12 1/3"

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1/2" R

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3/4" R

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3/4" R

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%%UVERTICAL CURB AND GUTTER

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(TYPE A)

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1/2" BATTER

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OPTIONAL

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PAVEMENT

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1/4"

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7"

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ROADWAY WIDTH

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24"

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5"

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COLD

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JOINT

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10"

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4"

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6"

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24" R

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24" R

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1/4"

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9-1/2"

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9-1/2"

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1/2"

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1/2"

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%%UROLL CURB AND GUTTER

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(TYPE C)

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1/2" BATTER

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OPTIONAL

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SIDE-

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WALK

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PAVEMENT

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10"

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6"

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7"

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ROADWAY WIDTH

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5"

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24"

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COLD

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JOINT

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27" R

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27" R

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PAVEMENT

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FLUSH WITH

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LIP OF

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GUTTER

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9-1/2"

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9-1/2"

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1/2"

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3-1/2"

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1/2" BATTER

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OPTIONAL

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(TYPE D)

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SPECIAL SECT. USE FOR HIGH

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SIDE CURB WITH SHEET DRAINAGE

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ACROSS STREET

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SIDE-

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WALK

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NOTES: (TYPE A) 1. ALL EXPOSED SURFACES TO BE ALL EXPOSED SURFACES TO BE TROWEL FINISHED EXCEPT AS SHOWN. SEE MAG STD. SECT. 340. 2. CONTRACTION JOINT SPACING 10' CONTRACTION JOINT SPACING 10' MAXIMUM. 3. EXPANSION JOINTS AS PER MAG EXPANSION JOINTS AS PER MAG STD. SECT. 340. 4. CLASS 'A' (3000 PSI) CONCRETE CLASS 'A' (3000 PSI) CONCRETE PER MAG STD. SECT. 725. 5. WHEN THE ADJACENT PAVEMENT WHEN THE ADJACENT PAVEMENT SECTION SLOPES AWAY FROM THE GUTTER, THE SLOPE OF THE GUTTER PAN SHALL MATCH PAVEMENT CROSS SLOPE.

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%%UROLL CURB AND GUTTER

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NOTES: (TYPE B) 1. CONSTRUCT CURB AND INSTALL CONSTRUCT CURB AND INSTALL 1/2" MASTIC EXPANSION JOINTS, PER A.S.T.M. D-1751. AND MAG STD. SECT. 340. 2. BROOM FINISH ALL SURFACES. BROOM FINISH ALL SURFACES. 3. RIBBON/DEPRESSED CURB MAY SLOPE RIBBON/DEPRESSED CURB MAY SLOPE TOWARDS PAVEMENT OR PARKWAY AS INDICATED ON PLANS. 4. CONTRACTION JOINT SPACING 10' MAXIMUM. CONTRACTION JOINT SPACING 10' MAXIMUM. 5. CONCRETE SHALL BE CLASS 'A' (3000 PSI) CONCRETE SHALL BE CLASS 'A' (3000 PSI) PER MAG STD. SECT. 725 AND INSTALL PER MAG STD. SECT. 505.

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NOTES: (TYPE C & D) 1. ALL WORK AND MATERIALS SHALL ALL WORK AND MATERIALS SHALL CONFORM TO MAG. SECT. 340, 505 AND 725. 2. BROOM FINISH TO EXPOSED BROOM FINISH TO EXPOSED SURFACE. 3. CONTRACTION JOINT SPACING 10' CONTRACTION JOINT SPACING 10' MAXIMUM. 4. EXPANSION JOINTS AS PER MAG STD. EXPANSION JOINTS AS PER MAG STD. SECT. 340. 5. CLASS 'A' (3000 PSI) CONCRETE CLASS 'A' (3000 PSI) CONCRETE PER MAG STD. SECT. 725.

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SV220-1

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CITY OF SIERRA VISTA CURB AND GUTTER TYPES A, B, C, AND D DETAIL

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REVISED:

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AS SHOWN ON PLANS

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6''

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%%UCURB TRANSITION

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N.T.S.

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R=1/2"

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6"

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6"

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ROADWAY WIDTH

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24"

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1"

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12"

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BRUSH FINISH

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R=3/4"

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R=1/2"

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OPTIONAL

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1/2" BATTER

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1"

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6"

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12 "13"

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NOTES: 1. ALL EXPOSED SURFACES TO BE TROWEL FINISHED ALL EXPOSED SURFACES TO BE TROWEL FINISHED EXCEPT AS SHOWN. SEE MAG STD. SECT. 340. 2. CONTRACTION JOINT SPACING 10' MAXIMUM. CONTRACTION JOINT SPACING 10' MAXIMUM. 3. EXPANSION JOINTS AS PER MAG STD. SECT. 340. EXPANSION JOINTS AS PER MAG STD. SECT. 340. 4. CLASS 'A' (3000 PSI) CONCRETE PER MAG STD. SECT. 725. CLASS 'A' (3000 PSI) CONCRETE PER MAG STD. SECT. 725. 5. WHEN THE ADJACENT PAVEMENT SECTION SLOPES AWAY FROM WHEN THE ADJACENT PAVEMENT SECTION SLOPES AWAY FROM THE GUTTER, THE SLOPE OF THE GUTTER PAN SHALL MATCH PAVEMENT CROSS SLOPE.

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SV220-1-A

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CITY OF SIERRA VISTA VERTICAL CURB AND GUTTER DETAIL

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REVISED:

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MODIFIED MAG DETAIL 220 (TYPE "A")


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24"

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9.5"

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9.5"

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5"

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R=24"

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R=24"

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10"

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6"

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1/2'' BATTER

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3-1/2"

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1.

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2.

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3.

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%%UNOTES:

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CONTRACTION JOINT SPACING 10' MAXIMUM.

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EXPANSION JOINTS AS PER MAG STD. SECT. 340.

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ALL WORK AND MATERIALS SHALL CONFORM

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TO MAG STD. SECT. 340, 505 AND 725.

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CLASS 'A' (3000 PSI) CONCRETE PER MAG STD.

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4.

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BROOM FINISH TO EXPOSED SURFACE.

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SECT. 725.

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5.

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MODIFIED MAG DETAIL 220 (TYPE "C")

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SV220-1-C

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CITY OF SIERRA VISTA ROLL CURB AND GUTTER DETAIL

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REVISED:

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12/2020

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NTS


CURB AND GUTTER TRANSITION AND INTEGRAL ROLL CURB,GUTTER AND SIDEWALK

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4"

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6"

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24" R

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24" R

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1/4"

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4"

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6"

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11-1/4"

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7-1/2"

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7"

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ROADWAY WIDTH

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17"

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5"

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4'

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1/2" R

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RADIUS AS

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SHOWN

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ON PLANS

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TRANSITIONS WILL BE PAID FOR AS THE PREDOMINANT TYPE

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OF CURB AND GUTTER BEING TRANSITIONED. WHEN TYPE 'A'

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CURB AND GUTTER ARE USED AT CURB RETURNS AND TYPE 'C'

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WHERE PROPOSED CONSTRUCTION IS TO BE CONNECTED

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TO EXISTING CURB AND GUTTER, THE TRANSITION SHALL

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BE INDICATED ON PLANS.

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1.

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2.

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TYPE 'C'

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CONCRETE TO BE MONOLITHIC POUR. EXPOSED SURFACE

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FINISH AS PER SIDEWALK AND GUTTER DETAIL.

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1.

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2.

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3.

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1.5%

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1/2"

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%%UCURB AND GUTTER TRANSITION

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%%UINTEGRAL ROLL CURB,

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%%UGUTTER AND SIDEWALK

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%%UCURB TRANSITION TO ROLL CURB

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%%UNOTES: (CURB AND GUTTER TRANSITIONS)

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%%UNOTES: (INTEGRAL ROLL CURB, GUTTER AND SIDEWALK)

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5' CURB

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TRANSITION

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1/2" BATTER

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OPTIONAL

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CONTRACTION JOINT SPACING 5' MAXIMUM.

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EXPANSION JOINTS PER MAG STD. SECT. 340.

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CONTRACTION JOINT

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PER MAG STD.

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1/2" EXPANSION JOINT

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FILLER SHALL BE

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BITUMINOUS TYPE

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PREFORMED, ASTM D1751

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CLASS 'A' (3000 PSI) CONCRETE PER MAG STD. SECT. 725.

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4.

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3.

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CLASS 'A' (3000 PSI) CONCRETE PER MAG STD. SECT. 725.

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5' CURB TRANSITION

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24"

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ROLL CURB AND GUTTER

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24"

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TRANSITION BETWEEN TYPICAL SECTIONS SHALL BE

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ACCOMPLISHED BY THE USE OF DIRECT STRAIGHT LINE

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TRANSITIONS OF THE FLOW LINE AND OTHER SURFACE FEATURES.

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CURB AND GUTTER IS PREDOMINANTLY USED ELSEWHERE, THE

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TYPE 'A' VERTICAL

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TYPE 'A' TO TYPE 'C' TRANSITION SHALL BE MEASURED AND

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PAID FOR AS TYPE 'C' CURB AND GUTTER.

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CURB AND GUTTER

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4.

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3" OF NEW ABC

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COMPACTED TO 95%%%

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MAX. DRY DENSITY

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SUBGRADE COMPACTION

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TO 95%%% MAX.

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DRY DENSITY

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SECTION 340

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3" OF NEW ABC

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COMPACTED TO 95%%%

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MAX. DRY DENSITY

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SUBGRADE COMPACTION

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TO 95%%% MAX.

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DRY DENSITY

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SV221

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CITY OF SIERRA VISTA

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⅊


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%%UCONTRACTION JOINT

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%%UEXPANSION JOINT

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SEE NOTE 3

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10'

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CURB AND GUTTER CONTRACTION JOINT SHALL MATCH SIDEWALK JOINT

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FINISHED GRADE

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SIDEWALK R=1/2"

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EXISTING CURB

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CURB AND GUTTER CONTRACTION JOINT SHALL MATCH SIDEWALK JOINT

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TROWEL AND USE LIGHT HAIR BROOM FINISH

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SCORE MARK (1/2" MIN. DEPTH) EVERY 4' OR 5' TO MATCH CURB JOINGS

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VARIES

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AS SHOWN ON PLANS

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AS SHOWN ON PLANS

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5'

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BETWEEN CONTRACTION JOINTS

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SLOPE 2% MAX ( TO TOP CURB) TO TOP CURB)

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SEE TABLE 1.

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1" (MIN.)

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PROPERTY LINE

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R=1/4" (MAX.)

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R=1/4"

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1/2"

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SEE NOTE 2

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SIDEWALK 1.

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STANDARD SIDEWALK

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RESIDENTIAL DRIVEWAY

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CONCRETE THICKNESS

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5"

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4"

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TABLE 1.

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R=1/4" (MAX.)

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R=1/4" (MAX.)

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R=1/4" (MAX.)

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5'

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NOTES: 1. SIDEWALK CONSTRUCTION SHALL CONFORM TO MAG STD. SIDEWALK CONSTRUCTION SHALL CONFORM TO MAG STD. SECT. 340. 2. EXPANSION JOINT FILLER SHALL BE 1/2" BITUMINOUS TYPE EXPANSION JOINT FILLER SHALL BE 1/2" BITUMINOUS TYPE PREFORMED EXPANSION JOINT FILLER, PER MAG STD. SECT. 729. 3. LARGE AGGREGATE, IN CONTRACTION JOINT, SHALL BE LARGE AGGREGATE, IN CONTRACTION JOINT, SHALL BE SEPARATED TO A DEPTH OF 1", FINISH DEPTH SHALL BE A MINIMUM OF 3/4". 4. EXPANSION JOINT 50' MAXIMUM SPACING PER MAG STD. SECT. EXPANSION JOINT 50' MAXIMUM SPACING PER MAG STD. SECT. 340. 5. CLASS 'A' (3000 PSI) CONCRETE CONSTRUCTION AS PER CLASS 'A' (3000 PSI) CONCRETE CONSTRUCTION AS PER MAG STD. SECT. 725.

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SV230

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CITY OF SIERRA VISTA SIDEWALK DETAIL


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OR 3:1 CUT/FILL (MAX)

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SLOPE 2%%% (MAX)

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SHARED-USE PATH

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3:1 (MAX)

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MATCH EXISTING

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NOTE: MAXIMUM LONGITUDINAL SLOPE SHALL NOT EXCEED A 20:1 RATIO.

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FINAL GRADE BOTH EDGES OF SHARED-USE PATH WITH 95% COMPACTED SUBGRADE MATERIAL (TYP.)

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SUBGRADE COMPACTED TO A MIN. OF 95% MAX DRY DENSITY.

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4'' MIN. THICK ABC COMPACTED TO A MIN. 100% DRY DENSITY.

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TO LEFT UNLESS NOTED ON PLAN SHEETS

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2'' AC-COMPACT TO 100% DENSITY.

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SV231

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CITY OF SIERRA VISTA SHARED-USE PATH DETAIL

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REVISED:

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℄ ≥


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8' TO 10' (VARIES)

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SHARED-USE PATH

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SUBGRADE

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HAND PLACED GROUTED RIP-RAP

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4"AB

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4"

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4"

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2 1/2"AC

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HANDRAIL

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POST AND RAIL (TYP)

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COPE ENDS PRIOR TO WELDING

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TOP OF CONCRETE SURFACE

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ANCHOR CONNECTION

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LONG RADIUS ELBOW TYPICAL ( RADIUS 18") RADIUS 18") 18")

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GRIND SMOOTH (TYP)

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GRIND SMOOTH (TYP)

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24"

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2 1/2" AC

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4" AB

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CONCRETE FOOTER 12" SPREAD FOOTING CLASS "A" (3000 PSI) CONCRETE PER MAG STD. SECT. 725

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24"

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12" MIN.

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3" MIN.

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12" MIN.

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4"

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1/4"

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NOTES: 1. HANDRAIL FOOTING LOCATIONS TO BE VERIFIED BY CONTRACTOR BEFORE FABRICATING HANDRAIL.HANDRAIL FOOTING LOCATIONS TO BE VERIFIED BY CONTRACTOR BEFORE FABRICATING HANDRAIL.

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2" I.D. GALVANIZED. STEEL SCHEDULE 40 PIPE TO RECIEVE A ZINC CHOMATE PRIMER. PIPE TO RECIEVE 2 COATS OF ACRYLIC LATEX PAINT, "CRAFTSMAN BROWN" IN COLOR

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SHARED USE PATH

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GROUT

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4" DIA. 16 GA. GALV. STEEL SLEEVE

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EPOXY GROUT

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4"

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SV231-1

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CITY OF SIERRA VISTA SHARED-USE PATH HANDRAIL AND FOOTER DETAIL

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NOTES: 1. PAVEMENT MARKINGS AND SYMBOLS MAY BE PAVEMENT MARKINGS AND SYMBOLS MAY BE WHITE STENCIL OR PREFORMED THERMOPLASTIC. 2. CENTER PAVEMENT SYMBOLS AND MARKINGS CENTER PAVEMENT SYMBOLS AND MARKINGS BETWEEN THE EDGE OF PAVEMENT.

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5'

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10'

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4'

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6'

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4'

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6'

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4'

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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SV231-2

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CITY OF SIERRA VISTA SHARED-USE PATH PAVEMENT MARKINGS DETAIL

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REVISED:

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4'-6''

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4'-6''

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8'

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%%USECTION B-B

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TOP OF S/W.

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TOP OF RAMP

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4'-6''

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4'-6''

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CE 3

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CE 1

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%%UCONTROL ELEVATIONS

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CE 2

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CE 2

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CE 1

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RIGHT OF WAY LINE

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BOTTOM OF RAMP CURB WHEN FORMED AND POURED SEPARATELY.

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A

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A

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2'

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S/W

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S/W

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(CENTER PAVERS IN RAMP)

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RADIUS AS SHOWN ON PLANS

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CURB AND GUTTER PER SIERRA VISTA DETAIL 220-1

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4

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4

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SEE NOTES 1 AND 3

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6

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MATCH GUTTER FLOW LINE

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CONTROL ELEV.

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4" Rolled Curb

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6" Vertical Curb

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CE1

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4"

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6"

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CE2

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2"

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3"

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CE3

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2"

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3"

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S/W CE

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2-7/8"

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6-7/8"

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LANDING CE

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2-1/2"

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3-1/2"

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LANDING CE

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T.C. ELEV. = ELEV. = S/W CE (TYP)

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S/W CE (TYP)

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B

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B

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2

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3

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5

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2

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3

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7

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2

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5

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CURB AND GUTTER PER SIERRA VISTA DETAIL SV220-1

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SIDEWALK PER SIERRA VISTA DETAIL SV230.

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VARIES

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VARIES

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DENOTES PAY ITEM

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9

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%%USECTION A-A

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NOTES: NOTES: 1. CONTROL ELEVATIONS SHOWN ARE IN RELATION TO CONTROL ELEVATIONS SHOWN ARE IN RELATION TO THE GUTTER AND ARE LOCATED RADIALLY. GUTTER ELEV.=0. 2. ALL CONCRETE CONSTRUCTION SHALL BE CLASS 'A' ALL CONCRETE CONSTRUCTION SHALL BE CLASS 'A' (3000 PSI) PER MAG STD. SECT. 725. 3. ALL ADA RAMPS SHALL HAVE DETECTABLE ALL ADA RAMPS SHALL HAVE DETECTABLE TRUNCATED DOME WARNING PAVERS PER DETAIL SV263. 4. ROUGH BROOM FINISH (TYP). ROUGH BROOM FINISH (TYP). 5. SUBGRADE PREPARATION PER MAG STD. SECT. 301. SUBGRADE PREPARATION PER MAG STD. SECT. 301. 6. 3" ABC COMPACTED TO 95% DENSITY. SEE 3" ABC COMPACTED TO 95% DENSITY. SEE SIERRA VISTA DETAIL SV200-4. 7. 1" OF BEDDING SAND BETWEEN NEW PAVERS AND 1" OF BEDDING SAND BETWEEN NEW PAVERS AND CONCRETE. 8. USE CONTROL ELEVATIONS ASSOCIATED WITH CURB USE CONTROL ELEVATIONS ASSOCIATED WITH CURB HEIGHT AT SIDEWALKS. 9. CONSTRUCT CURB PERPENDICULAR TO RADIUS OF CONSTRUCT CURB PERPENDICULAR TO RADIUS OF CURB RETURN. 10. SIDEWALK WIDTHS ARE 5 FT UNLESS OTHERWISE SIDEWALK WIDTHS ARE 5 FT UNLESS OTHERWISE INDICATED ON PLANS.

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SV235-1

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CITY OF SIERRA VISTA ADA RAMPS WITH TRUNCATED DOME PAVERS

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A

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A

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2'

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%%USECTION A-A

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4" MIN.

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SAWCUT EXISTING

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CONCRETE

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SAWCUT EXISTING

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CONCRETE

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6

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2

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3

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5

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7

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(CENTER PAVERS IN RAMP)

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3

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EXISTING RAMP

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EXISTING CURB & GUTTERGUTTER

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EXISTING CURB & GUTTERGUTTER

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EXISTING SIDEWALK

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NOTES: 1. CONTROL ELEVATIONS SHOWN ARE IN RELATION TO THE GUTTER CONTROL ELEVATIONS SHOWN ARE IN RELATION TO THE GUTTER AND ARE LOCATED RADIALLY. GUTTER ELEV.=0. 2. ALL CONCRETE CONSTRUCTION SHALL BE CLASS 'A' (3000 PSI) ALL CONCRETE CONSTRUCTION SHALL BE CLASS 'A' (3000 PSI) PER MAG STD. SECT. 725. 3. ALL ADA RAMPS SHALL HAVE DETECTABLE TRUNCATED DOME ALL ADA RAMPS SHALL HAVE DETECTABLE TRUNCATED DOME WARNING PAVERS PER SIERRA VISTA DETAIL SV263. 4. ROUGH BROOM FINISH (TYP). ROUGH BROOM FINISH (TYP). 5. SUBGRADE PREPARATION PER MAG STD. SECT. 301. SUBGRADE PREPARATION PER MAG STD. SECT. 301. 6. 3" ABC COMPACTED TO 95% DENSITY. SEE SIERRA VISTA 3" ABC COMPACTED TO 95% DENSITY. SEE SIERRA VISTA DETAIL SV200-4. 7. 1" OF BEDDING SAND BETWEEN NEW PAVERS AND CONCRETE. 1" OF BEDDING SAND BETWEEN NEW PAVERS AND CONCRETE. 8. SAWCUT AND REMOVE TO NEAREST JOINT.SAWCUT AND REMOVE TO NEAREST JOINT.

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8

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8

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SV235-2

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CITY OF SIERRA VISTA EXISTING ADA RAMP MODIFICATION WITH TRUNCATED DOME PAVERS

A

A


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T.C = MATCH EXISTING"

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T.C = 0"

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T.S = MATCH EXISTING

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EXPANSION JOINT

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EXPANSION JOINT

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%%USECTION A-A

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SIDEWALK

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CURB HEIGHT

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D (MIN)

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4"

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4'

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6"

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6'

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EXPANSION JOINT

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ROUGH BROOM FINISH

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NOTES: 1. CONTROL ELEVATIONS SHOWN ARE IN RELATION TO THE GUTTER CONTROL ELEVATIONS SHOWN ARE IN RELATION TO THE GUTTER AND ARE LOCATED RADIALLY. GUTTER ELEV.=0. 2. ALL CONCRETE CONSTRUCTION SHALL BE CLASS 'A' (3000 PSI) ALL CONCRETE CONSTRUCTION SHALL BE CLASS 'A' (3000 PSI) PER MAG STD. SECT. 725. 3. ALL ADA RAMPS SHALL HAVE DETECTABLE TRUNCATED DOME ALL ADA RAMPS SHALL HAVE DETECTABLE TRUNCATED DOME WARNING PAVERS PER SIERRA VISTA DETAIL SV263. 4. ROUGH BROOM FINISH (TYP). ROUGH BROOM FINISH (TYP). 5. SUBGRADE PREPARATION PER MAG STD. SECT. 301. SUBGRADE PREPARATION PER MAG STD. SECT. 301. 6. 3" ABC COMPACTED TO 95% DENSITY. SEE SIERRA VISTA DETAIL 3" ABC COMPACTED TO 95% DENSITY. SEE SIERRA VISTA DETAIL SV200-4. 7. 1" OF BEDDING SAND BETWEEN NEW PAVERS AND CONCRETE. 1" OF BEDDING SAND BETWEEN NEW PAVERS AND CONCRETE. 8. USE CONTROL ELEVATIONS ASSOCIATED WITH CURB USE CONTROL ELEVATIONS ASSOCIATED WITH CURB HEIGHT AT SIDEWALKS.

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6

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MATCH GUTTER FLOW LINE

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2

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3

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5

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2

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7

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5

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CURB AND GUTTER PER SIERRA VISTA DETAIL SV220-1

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4

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SV235-3

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CITY OF SIERRA VISTA ADA CURB RAMP

A

A


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FLOW LINE

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EXPANSION

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JOINT

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CONTRACTION JOINT AT APPROX. 1/3

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DISTANCE FROM EXPANSION JOINT.

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(MATCH TO CURB RAMP JOINT OR

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SIDEWALK JOINT)

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SEE NOTE 2

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EXPANSION

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JOINT

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ELEVATION

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PER PLAN

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EXPANSION

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JOINT

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BROOM

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SEE NOTE 2

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EXPANSION

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JOINT

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TOP OF

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CURB

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6'

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CONCRETE PAD SEE

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NOTE 3 ABOVE

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CONCRETE PAD SEE

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NOTE 3 ABOVE

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SUBGRADE

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PREPARATION

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PER MAG STD. SECT. 301.

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1"

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2.5' BROOM

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9"

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SECTION A-A

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N.T.S.

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RADIUS

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AS SHOWN

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ON PLANS

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TROWEL

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C/L STREET

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8"

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4'

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9"

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4'

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4'

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6'

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6"

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1'

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2'

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DENOTES PAY ITEM

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NOTES: NOTES: 1. ALL CONCRETE TO BE CLASS `A' (3000 PSI) PER MAG STD. ALL CONCRETE TO BE CLASS `A' (3000 PSI) PER MAG STD. SECT. 725. 2. EITHER CONSTRUCTION JOINT OR CONTRACTION JOINT IS EITHER CONSTRUCTION JOINT OR CONTRACTION JOINT IS REQUIRED AT STREET CENTERLINE. 3. A SEPARATE CONCRETE PAD IS REQUIRED AT ALL A SEPARATE CONCRETE PAD IS REQUIRED AT ALL EXPANSION JOINTS AND ALL CONSTRUCTION JOINTS. 4. VALLEY GUTTER AND SPANDREL TO BE INSTALLED VALLEY GUTTER AND SPANDREL TO BE INSTALLED BEFORE ASPHALT IS PLACED AND CURED FOR A MINIMUM OF 7 DAYS. 5. EXPANSION JOINTS SHALL CONFORM TO MAG STD. SECT. 340. EXPANSION JOINTS SHALL CONFORM TO MAG STD. SECT. 340. 6. CONTRACTION JOINTS SHALL SEPARATE LARGE AGGREGATE TO CONTRACTION JOINTS SHALL SEPARATE LARGE AGGREGATE TO EITHER SIDE JOINT FOR A MINIMUM DEPTH OF 2 1/2" INCHES. THE FINISHED JOINT SHALL HAVE 1/4 INCH MAXIMUM RADII AT THE TOP SURFACE AND BE A MINIMUM OF 3/4 INCHES OF DEPTH. 7. CURB AND SPANDREL TO BE POURED MONOLITHICALLY.CURB AND SPANDREL TO BE POURED MONOLITHICALLY.

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TROWEL

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2.5' BROOM

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SV240

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CITY OF SIERRA VISTA VALLEY GUTTER AND CURB RAMP RETURN DETAIL

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ROAD

PR VATE


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A

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A

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COMMERCIAL

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INDUSTRIAL

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16'

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16'

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6"

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6"

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DRIVEWAY WIDTH

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SEE TABLE

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D

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EXPANSION

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JOINT

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TABLE

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ZONING

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DRIVEWAY

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WIDTH

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THIS TYPE D/W TO BE USED ONLY

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UPON APPROVAL OF ENGINEER.

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1.

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2.

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WHEN LENGTH (D) IS

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16' OR GREATER, A

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CONTRACTION JOINT

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SHALL BE PROVIDED

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AT END OF RETURN

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AS SHOWN.

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40'

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40'

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WHEN WIDTH EXCEEDS

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16' PROVIDE

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CONTRACTION JOINT

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ON D/W CENTERLINE.

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FLOW LINE

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TROWEL

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12" WIDE.

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%%UNOTES:

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%%USECTION A-A

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ALL CONCRETE SHALL BE CLASS "A" (3000 PSI) PER MAG STD. SECT. 725.

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THIS AREA INDICATES LIMITS OF DRIVEWAY PAYMENT AREA.

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EXPANSION JOINT SHALL COMPLY TO MAG STD. SECT. 340.

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24' WHERE 2-WAY TRAFFIC IS

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*

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*

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MIN MAX

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3.

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COMMERCIAL AND INDUSTRIAL

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ANTICIPATED

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EXPANSION

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JOINT

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RIBBON CURB AND GUTTER

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2'

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RADIUS PER PLANS

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SEE SIERRA VISTA

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DETAIL SV235-1.

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SIDEWALK

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DETAIL SV230.

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ADA RAMP

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SEE SIERRA VISTA

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INSTALLED, AS NEEDED.

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INSTALL SIGN SEE SIERRA VISTA DETAIL SV003.

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BOTTOM OF SIGN 7' FROM FINAL GRADE.

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SEE DETAIL AND

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FOR PLACEMENT SEE

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SIERRA VISTA DETAIL

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SV117 AND SV117-3.

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10" (MIN) OF NEW ABC COMPACTED TO 100% MAX. DRY DENSITY.

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%%UDETAIL

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PRIVATE ROAD SIGN

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AS SHOWN ON PLANS

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PROPERTY LINE

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EXISTING

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3" (MIN) OF NEW AC COMPACTED TO 95% MAX. DENSITY.

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INSTALL POST SEE SIERRA VISTA DETAIL SV117 AND SV117-3.

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SV251

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CITY OF SIERRA VISTA RETURN TYPE DRIVEWAYS FOR COMMERCIAL PROPERTIES DETAIL

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A

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A

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%%UPLAN

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%%UFRONT

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BOTH SIDES

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FLOW LINE OF GUTTER

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WARP

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50:1 SLOPE

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12:1 MAX.

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%%USECTION B-B

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B

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B

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%%UISO VIEW

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DRIVEWAY WIDTH

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MIN.

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MAX.

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16'

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40'

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6"

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RESIDENTIAL

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DRIVEWAY WIDTH

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MIN.

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MAX.

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16'

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30'

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5"

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COMMERCIAL/ INDUSTRIAL

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TRANSITION CURB

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FOR DRIVEWAY WIDTH SEE TABLE

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PROVIDE CONTRACTION JOINT AT 5' INTERVALS

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%%USECTION A-A

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5'

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5' MIN.

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MATCH FLOWLINE

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5' MIN.

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5' MIN.

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WARP

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12:1 MAX.

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CONC DEPTH

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SEE TABLE FOR DRIVEWAY DEPTH

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SEE TABLE FOR DRIVEWAY DEPTH

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DRIVEWAY

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SIDEWALK

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3

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2

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3

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7

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7

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3

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3

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5

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4

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7

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7

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1

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1

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LIP OF GUTTER

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6

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BACK OF CURB

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CONC DEPTH

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8

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2

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6

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8

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4

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NOTES: 1. HEIGHT OF BACK OF ENTRANCE SHALL BE EQUAL TO OR GREATER THAN HEIGHT OF BACK OF ENTRANCE SHALL BE EQUAL TO OR GREATER THAN THE HEIGHT OF THE BACK OF THE ADJACENT SIDEWALK. 2. ALL CONCRETE CONSTRUCTION SHALL BE CLASS 'A' (3000 PSI) PER MAG ALL CONCRETE CONSTRUCTION SHALL BE CLASS 'A' (3000 PSI) PER MAG STD. SECT. 725. 3. ROUGH BROOM FINISH (TYP). ROUGH BROOM FINISH (TYP). 4. SUBGRADE PREPARATION PER MAG STD. SECT. 301. SUBGRADE PREPARATION PER MAG STD. SECT. 301. 5. 3" ABC COMPACTED TO 95% DENSITY. SEE SIERRA VISTA DETAIL SV200-4. 3" ABC COMPACTED TO 95% DENSITY. SEE SIERRA VISTA DETAIL SV200-4. 6. 1" OF BEDDING SAND BETWEEN NEW PAVERS AND CONCRETE. 1" OF BEDDING SAND BETWEEN NEW PAVERS AND CONCRETE. 7. EXPANSION JOINT THROUGH CURB AND GUTTER. EXPANSION JOINT FILLER EXPANSION JOINT THROUGH CURB AND GUTTER. EXPANSION JOINT FILLER SHALL BE " BITUMINOUS TYPE PREFORMED EXPANSION JOINT FILLER 12" BITUMINOUS TYPE PREFORMED EXPANSION JOINT FILLER ASTM 0-1751. 8. ONLY "COMMERCIAL" DRIVEWAYS/ALLEYWAYS SHALL HAVE ADA DETECTABLE ONLY "COMMERCIAL" DRIVEWAYS/ALLEYWAYS SHALL HAVE ADA DETECTABLE TRUNCATED DOME WARNING PAVERS PER SIERRA VISTA DETAIL SV263. 9. DRIVEWAY WINGS ARE NOT NECESSARY FOR 4" ROLLED CURB. DRIVEWAY WINGS ARE NOT NECESSARY FOR 4" ROLLED CURB. RESIDENTIAL DRIVEWAYS WHERE 4" ROLLED CURB EXIST; SEE SIERRA VISTA DETAIL SV262-1.

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3

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RESIDENTIAL DRIVEWAY

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COMMERCIAL DRIVEWAY

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8

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EXPANSION JOINT REQUIRED

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EXPANSION JOINT REQUIRED

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9

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9

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DEPRESSED CURB

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TRANSITION CURB

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8

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BOTH SIDES

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SV262

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CITY OF SIERRA VISTA COMBINED RESIDENTIAL/COMMERCIAL ALLEYWAY AND DRIVEWAY ENTRANCE


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EXPANSION JOINT

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A

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A

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EXISTING SIDEWALK

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NEW CONCRETE DRIVEWAY

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TOP OF CURB

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EXISTING ROLLED CURB AND GUTTER

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NEW EXPANSION JOINT

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NOTES: 1. REPLACE SIDEWALK IF DAMAGE OCCURS REPLACE SIDEWALK IF DAMAGE OCCURS DURING CONSTRUCTION ACTIVITIES. 2. ALL CONCRETE SHALL BE PER MAG ALL CONCRETE SHALL BE PER MAG STD. SECT. 725, CLASS "A" (3000 PSI.) 3. CONSTRUCTION SHALL CONFORM TO MAG CONSTRUCTION SHALL CONFORM TO MAG STD. SECT. 340.

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SLOPE 2% (MAX)

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2%

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NEW DRIVEWAY

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3" ABC COMPACTED TO 95% MAX. DRY DENSITY RECOMMENDED BUT OPTIONAL

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%%USECTION A-A

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ROLLED CURB AND GUTTER SEE SIERRA VISTA DETAIL SV220-1 SERIES

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EXISTING ROADWAY

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EXPANSION JOINT

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VARIOUS

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3" ABC COMPACTED TO 95% MAX. DRY DENSITY

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3" ABC COMPACTED TO 95% MAX. DRY DENSITY

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SV262-1

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CITY OF SIERRA VISTA DRIVEWAY DETAIL WITH ROLLED CURB


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NOTES: 1. DETECTABLE WARNING PAVERS 4" X 8" X 2-1/4" RED IN COLOR. 2. PAVERS TO BE LAID IN HERRINGBONE OR RUNNING BOND PATTERN.

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SV263

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CITY OF SIERRA VISTA ADA TRUNCATED DOME WARNING PAVERS

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BIKE

LANE


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NOTES: 1. EDGE LINE STRIPE SHALL BE 4" WIDE EDGE LINE STRIPE SHALL BE 4" WIDE WHITE EXTRUDED THERMOPLASTIC. 2. PAVEMENT MARKINGS AND SYMBOLS MAY BE PAVEMENT MARKINGS AND SYMBOLS MAY BE STENCIL OR PREFORMED THERMOPLASTIC. 3. CENTER PAVEMENT SYMBOLS AND CENTER PAVEMENT SYMBOLS AND MARKINGS BETWEEN EDGE LINE STRIPE AND EDGE OF PAVEMENT.

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EDGE OF PAVEMENT

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EDGE LINE STRIPE

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SV280

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CITY OF SIERRA VISTA BIKE LANE MARKINGS DETAIL

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1'-0''

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1-1/2'' RADIUS (TYP.)

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PLACE ADA PARKING SIGN

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1'-6''

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2'' HIGH

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4" WHITE

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(TYP.)

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8'-0" (MIN.)

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9'-0"

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REGULAR

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PARKING SPACE

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TYPICAL

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8'-0" (MIN.)

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TYPICAL ADA ACCESSIBLE PARKING DETAIL

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INSTALL SIGN POST PER SIERRA VISTA DETAIL SV117

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BOTTOM OF SIGN INSTALL 5' ABOVE FINAL GRADE

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ADA PARKING SIGN

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HANDICAP

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PARKING

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ONLY

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6"

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1'-3" O.C.

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20'-0"

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TYPICAL

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R7-8P

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A.R.S. SEC. 28-884

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R7-8AZ

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PER ADA REQUIREMENTS

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PER SIERRA VISTA DEVELOPMENT CODE SECT. 151.09.004 GENERAL PARKING LOT DESIGN REQUIREMENTS

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PER ADOT'S MANUAL OF APPROVED SIGNS

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SV281

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CITY OF SIERRA VISTA ADA PARKING DETAIL

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®


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%%UPRECAST FLAT TOP MANHOLE

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24" OR 30" FRAME & COVER PER MAG STD. DETAIL 423 & 424

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SEE NOTE 2.

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USE BUTYL RUBBER MASTIC JOINT SEALANT ON ALL JOINTS; EXCEPT TOP ADJUSTMENT RINGS

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FLOW

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CONCRETE BASE SHALL BE PER MAG STD. DETAIL 420-3.

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NOTES: 1. PRE-CAST, REINFORCED M.H. SECTIONS SHALL BE MANUFACTURED IN PRE-CAST, REINFORCED M.H. SECTIONS SHALL BE MANUFACTURED IN ACCORDANCE WITH A.S.T.M. C-478 EXCEPT AS MODIFIED HEREIN. 2. M.H. STEPS SHALL BE INSTALLED AT SITE OF M.H. SECTION MANUFACTURE. M.H. STEPS SHALL BE INSTALLED AT SITE OF M.H. SECTION MANUFACTURE. MINIMUM CLEARANCE EACH SIDE OF M.H. LEG SHALL BE 1". STEPS SHALL BE MOUNTED WITH 2 TO 1 SAND/CEMENT DRY PACK MORTAR. (SEE SIERRA VISTA DETAIL SV428 FOR M.H. STEPS.) 3. ALL CONCRETE CONSTRUCTION SHALL BE CLASS 'A' (3000 PSI) PER ALL CONCRETE CONSTRUCTION SHALL BE CLASS 'A' (3000 PSI) PER MAG STD. SECT. 725. FOR CAST IN PLACE MANHOLE BASE TO BE FOR CAST IN PLACE MANHOLE BASE TO BE CONSTRUCTED IN ONE PLACEMENT. 4. CAST IN PLACE MANHOLE BASE SHELF AND CHANNEL TO RECEIVE SMOOTH CAST IN PLACE MANHOLE BASE SHELF AND CHANNEL TO RECEIVE SMOOTH TROWEL FINISH. 5. MANHOLE COATINGS PER CITY OF SIERRA VISTA, WHEN REQUIRED. MANHOLE COATINGS PER CITY OF SIERRA VISTA, WHEN REQUIRED. 6. SEE SIERRA VISTA DETAIL SV422 FOR FINAL ADJUSTMENT TO GRADE. SEE SIERRA VISTA DETAIL SV422 FOR FINAL ADJUSTMENT TO GRADE. 7. ANY MANHOLE OVER 20' SHALL REQUIRE ENGINEER (STRUCTURAL) CALCS. ANY MANHOLE OVER 20' SHALL REQUIRE ENGINEER (STRUCTURAL) CALCS. 8. THE MANHOLE ACCESS POINT SHALL BE ORIENTED IN SUCH A WAY THAT THE THE MANHOLE ACCESS POINT SHALL BE ORIENTED IN SUCH A WAY THAT THE OPENING IS DIRECTLY ABOVE THE LOWEST INVERT, OR AS OTHERWISE DIRECTED BY THE PLANS OR ENGINEER. 9. FOR PRECAST BASE SEE MAG STD. DETAIL 420-2. FOR PRECAST BASE SEE MAG STD. DETAIL 420-2. 10. FLAT TOPS SHALL ONLY BE USED WITH APPROVAL FROM THE ENGINEER. FLAT TOPS SHALL ONLY BE USED WITH APPROVAL FROM THE ENGINEER. 11. PAMREX® SAFETY E 600 OR CITY OF SIERRA VISTA APPROVED ALTERNATE TO PAMREX® SAFETY E 600 OR CITY OF SIERRA VISTA APPROVED ALTERNATE TO SAFETY E 600 OR CITY OF SIERRA VISTA APPROVED ALTERNATE TO OR CITY OF SIERRA VISTA APPROVED ALTERNATE TO BE USED IN ALL WASH AREAS.

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CEMENT MORTAR

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%%UTYPE 'A' TOP

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PRE-CAST ECCENTRIC CONICAL TOP MANHOLE

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12" TYP

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SEE NOTE 2. & SIERRA VISTA SIERRA VISTA DETAIL SV428 SV428

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FINISHED GRADE

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ROUND OR SQUARE BASE OPTIONAL.

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SEE NOTE 11.

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FLAT REINFORCED CONC. TOP

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SV420-4

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CITY OF SIERRA VISTA CONCRETE SANITARY SEWER MANHOLE

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SPRING

LINE

EXISTING

FLOW

EXISTING

FLOW


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A

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NEW FLOW

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%%USECTION A-A

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%%UPLAN VIEW

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PIPE JOINT

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EXISTING SEWER MAIN

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NEW MANHOLE RISER

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NEW MANHOLE BASE

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SHAPE INVERT CHANNELS TO PROVIDE SMOOTH TRANSITION OF FLOW

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TOP OF FINISHED BENCH

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EXISTING SEWER MAIN

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SLOPE BENCHES TO INVERT

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NEW MANHOLE RISER

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CONSTRUCT ROUGH BASE AND BENCHES WITH EXISTING MAIN INTACT

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AFTER COMPLETION OF ROUGH BASE AND BENCHES, CUT EXPOSED SECTIONS OF PIPE AND COMPLETE CONSTRUCTION OF THE MANHOLE IN ACCORDANCE WITH THE APPROPRIATE STANDARD DETAILS.

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MASONRY BLOCK SUPPORT (AS REQUIRED)

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NEW MANHOLE BASE SHALL BE PLACED ON UNDISTURBED EARTH OR COMPACTED (95%) SELECT MATERIAL

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ALL CONCRETE CONSTRUCTION SHALL BE CLASS 'A' (3000 PSI) PER MAG STD. SECT. 725. & BE CONSTRUCTED PER MAG STD. DETAIL 420-3

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A

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NEW PVC PIPE

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USE BUTYL RUBBER MASTIC JOINT SEALANT ON ALL JOINTS; EXCEPT TOP ADJUSTMENT RINGS

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CEMENT MORTAR

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STEPS REQUIRED SEE SIERRA VISTA DETAILS SV420-4 & SV428.

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SV420-5

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CITY OF SIERRA VISTA MANHOLE OVER EXISTING LINE

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MANHOLE STEPS SEE SIERRA VISTA DETAILS SV420-4 & SV428

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24" OR 30" FRAME & COVER PER MAG STD. DETAIL 423 & 424

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SEE SIERRA VISTA DETAIL SV428

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PRECAST MANHOLE PER MAG SECT. 625, BRICK MANHOLES NOT ALLOWED

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CONCRETE BASE SHALL BE PER MAG STD. DETAIL 420-3. ALL CONCRETE CONSTRUCTION SHALL BE CLASS 'A' (3000 PSI) PER MAG STD. SECT. 725.

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CEMENT MORTAR

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PIPE SIZE AND ELEVATIONS AS SHOWN ON PLANS

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TROWEL FINISH SMOOTH

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COMBINED CURB AND GUTTER

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SV421

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CITY OF SIERRA VISTA OFFSET MANHOLE 8" TO 30" PIPE


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CONCRETE COLLAR ALL CONCRETE CONSTRUCTION SHALL BE CLASS 'A' (3000 PSI) PER MAG STD. SECT. 725.

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SUBGRADE PREPARATION TO CONFORM TO SIERRA VISTA DETAILS SV200-3 & SV200-4

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MEDIUM BROOM FINISH WITH RADIALLY SCORED MARKS (4 MIN).

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CRACK SEAL SHALL BE USED BETWEEN ASPHALT AND CONCRETE JOINT

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(2)NO. 2 HOOPS FOR 4" RING NO. 2 HOOPS FOR 4" RING TIED WITH NO. 4 A.S.& W. GAUGE WIRE. 6"&8" RING REQUIRE (4) NO.2 HOOPS.

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ROUND OR SQUARE BASE OPTIONAL.

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ADJUSTING RINGS

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QUANTITIES

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REQUIRED THICKNESS

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BRICK

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GREATER THAN 2"

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4"X2" STEEL SPACER

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12" TO 2"

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GROUT

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LESS THAN 12"

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NOTES: 1. EXISTING BRICK MANHOLES AND BASES SHALL BE EXISTING BRICK MANHOLES AND BASES SHALL BE REPLACED WITH NEW CONCRETE MANHOLES. NO NEW CONNECTION SHALL BE MADE TO AN EXISTING BRICK MANHOLE. EXISTING BRICK MANHOLES SHALL NOT BE ADJUSTED TO A NEW FINISH GRADE. ANY EXISTING BRICK MANHOLES THAT NEED TO BE ADJUSTED TO GRADE SHALL BE COMPLETELY REPLACED. 2. ANY MANHOLES THAT ARE LOCATED IN AREAS THAT ARE ANY MANHOLES THAT ARE LOCATED IN AREAS THAT ARE TEMPORARILY UNPAVED SHALL BE RAISED TO AT LEAST ONE FOOT ABOVE THE HIGHEST ADJACENT GRADE ANTICIPATED. ALL MANHOLE BARRELS OR ADJUSTMENT RINGS USED TO RAISE THE MANHOLE SHALL BE SEALED WITH MASTIC OR GROUT (AS SPECIFIED) AS IF THE INSTALLATION WERE TO BE PERMANENT. MANHOLES ARE TO BE LOWERED ONLY IN ANTICIPATION OF PAVING. 3. ANY MANHOLES THAT ARE LOCATED IN AREAS THAT WILL ANY MANHOLES THAT ARE LOCATED IN AREAS THAT WILL NOT BE PAVED SHALL BE RAISED TO AT LEAST ONE FOOT ABOVE THE HIGHEST ADJACENT GRADE. A CONCRETE COLLAR SHALL BE PLACED AROUND THE EXPOSED PORTIONS OF THE MANHOLE BARREL. THICKNESS OF THE CONCRETE COLLAR TO BE AT LEAST ONE FOOT (MEASURED PERPENDICULAR TO THE BARREL). 4. CONTRACTORS SHALL ADJUST ALL MANHOLE RINGS AND CONTRACTORS SHALL ADJUST ALL MANHOLE RINGS AND COVERS, INCLUDING MANHOLES OUTSIDE OF THE PAVEMENT. 5. GROUT SHALL BE USED BETWEEN FRAME AND ADJUSTING GROUT SHALL BE USED BETWEEN FRAME AND ADJUSTING RINGS TO ACHIEVE WATER TIGHTNESS.

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EXISTING OR RECENTLY INSTALLED PAVEMENT

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FOUR STEEL SPACERS, 4"X2" THICKNESS, AS REQUIRED. FROM 1/2" TO 2" WHEN THICKNESS IS LESS THAN 1/2" USE MORTAR, WHEN GREATER THAN 2", USE BRICK

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%%UADJUSTING RING DETAIL

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SV422

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CITY OF SIERRA VISTA MANHOLE FRAME AND COVER ADJUSTMENT

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%%USECTION A-A

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%%UCAST IRON MANHOLE STEP

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%%UDETAIL

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A

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A

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%%UPOLYPROPYLENE MANHOLE STEP

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POLYPROPYLENE PLASTIC

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NO. 3 STEEL ROD 3 STEEL ROD NP. A.S.T.M A-615MA.S.T.M A-615M

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SEE DETAIL AT RIGHT

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NOTES: 1. ALL DIMENSIONS ARE MINIMUM EXCEPT WHERE NOTED. ALL DIMENSIONS ARE MINIMUM EXCEPT WHERE NOTED. 2. CASTING AS PER MAG STD. SECT. 787.CASTING AS PER MAG STD. SECT. 787.

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NOTES: 1. STEPS SHALL BE PLACED INTO WET CONCRETE AS SET. STEPS SHALL BE PLACED INTO WET CONCRETE AS SET. 2. POLYPROPYLENE MUST MEET REQUIREMENTS OF A.S.T.M. POLYPROPYLENE MUST MEET REQUIREMENTS OF A.S.T.M. 4101, TYPE II, GRADE 16906.

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SV428

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CITY OF SIERRA VISTA MANHOLE STEPS DETAIL

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MAIN

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SLOPE

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MINIMUM FREQUENCY OF TESTS FOR TRENCH BACKFILL REQUIRED FOR PUBLIC WORK PROJECTS IN THE CITY OF SIERRA VISTA. (SEE THE CITY OF SIERRA VISTA DEVELOPMENT CODE 151.08.011 & SIERRA VISTA DETAIL SV200-3) OUTSIDE A STREET PRISM (PUBLIC UTILITY EASEMENT): NATIVE MATERIAL - ONE TEST PER 12-INCH LIFT PER 400 LINEAL FEET. 95% DENSITY ABC MATERIAL - ONE TEST PER 24-INCH LIFT PER 400 LINEAL FEET. 95% DENSITY NON-PAVED ALLEY: NATIVE MATERIAL - ONE TEST PER 12-INCH LIFT PER 400 LINEAL FEET. 95% DENSITY ABC MATERIAL - ONE TEST PER 24-INCH LIFT PER 400 LINEAL FEET. 95% DENSITY EXISTING PAVED STREET PRISM (OR WITHIN 24" OF THE ASPHALT, CURB, OR SIDEWALK): ABC ONLY - ONE TEST PER 24-INCH LIFT PER 50 LINEAL FEET. 95% BELOW THE TOP 24-INCHES. 100% DENSITY FOR THE TOP 24-INCHES. EXISTING PAVED ALLEY: ABC ONLY - ONE TEST PER 24-INCH LIFT PER 50 LINEAL FEET. 100% DENSITY FOR THE TOP 24-INCHES. 95% BELOW THE TOP 24-INCHES. PROPOSED STREET PRISM: APPROVED NATIVE (FINES REQUIREMENT) - ONE TEST PER 12-INCH LIFT PER 300 LINEAL FEET. 95% DENSITY ABC MATERIAL - ONE TEST PER 24-INCH LIFT PER 400 LINEAL FEET. 95% DENSITY ALL TEST RESULTS SHOULD BE SENT TO THE CITY OF SIERRA VISTA FAX (520) 417-4859 NOTE: FIELD DENSITY TESTS SHALL BE TAKEN AT EVERY ONE-FOOT LIFT (VERTICALLY) OF NATIVE MATERIAL BEGINNING 18-INCHES ABOVE THE TOP OF THE GRANULAR SHADING MATERIAL OR FOR EVERY TWO-FOOT LIFT (VERTICALLY) OF ABC BACKFILL MATERIAL BEGINNING 12-INCHES ABOVE THE TOP OF THE GRANULAR SHADING MATERIAL. THE DENSITY TESTS SHALL BE STAGGERED IN ORDER TO DISTRIBUTE TESTING THROUGHOUT THE LIFTS OF BACKFILL MATERIAL PLACED IN THE TRENCH. ABC MAY NEED TO BE PLACED IN LESS THAN 24-INCH LIFTS TO OBTAIN THE REQUIRED DENSITY. SEE CITY OF SIERRA VISTA DEVELOPMENT CODE 151.08.009 FOR CITY REQUIREMENTS AND MAG STD. SECT. 601.4.6 FOR GRANULAR SHADING MATERIAL REQUIREMENTS. EXAMPLE: IN A TRENCH, WHICH REQUIRES 36-INCHES OF COVER OVER THE PIPE, WHICH IS BACKFILLED WITH NATIVE MATERIAL, AND ASSUMING 12-INCHES OF GRANULAR SHADE MATERIAL THE FIRST TEST WOULD BE 30-INCHES ABOVE THE TOP OF THE PIPE (18-INCHES ABOVE THE SHADE MATERIAL) AND THE SECOND TEST WOULD BE AT FINISH GRADE. FOR THE SAME TRENCH BACKFILLED WITH ABC AND ASSUMING 12-INCHES OF SHADE MATERIAL YOU WOULD ONLY HAVE ONE-TEST AT FINISH GRADE. IF THE UTILITY OWNER ALLOWS LESS THAN 12-INCHES OF GRANULAR SHADE MATERIAL THE FREQUENCY OF TESTS MAY INCREASE.

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NOTES: 1. SADDLE TYPE CONNECTION IS ONLY ALLOWED ON NEW SEWER TAPS INTO SADDLE TYPE CONNECTION IS ONLY ALLOWED ON NEW SEWER TAPS INTO EXISTING SEWER LINES. ALL NEW CONSTRUCTION SHALL BE Y-CONNECTIONS. ALL NEW CONSTRUCTION SHALL BE Y-CONNECTIONS. 2. SIZE OF TAP SHALL BE DESIGNATED ON PLANS. SIZE OF TAP SHALL BE DESIGNATED ON PLANS. 3. CONSTRUCTION TAP AT MINIMUM SLOPE IF COVER WILL BE LESS THAN 5' AT CONSTRUCTION TAP AT MINIMUM SLOPE IF COVER WILL BE LESS THAN 5' AT PROPERTY LINE. 4. IF DEPTH REQUIRES, MINIMUM SLOPE CAN BE REDUCED TO " PER FOOT IF DEPTH REQUIRES, MINIMUM SLOPE CAN BE REDUCED TO " PER FOOT 18" PER FOOT PROVIDED STUB IS STAKED TO GRADE. 5. ALL FITTINGS SHALL BE INSTALLED IN ACCORDINANCE WITH ASTM D-2321. ALL FITTINGS SHALL BE INSTALLED IN ACCORDINANCE WITH ASTM D-2321. THE CONTRACTOR MAY VARY FROM THE DRAWING TO USE THE APPROPRIATE WYES. 6. TEE WYES AND BENDS TO ENSURE NO MISALIGNMENT OF THE PIPE AND TEE WYES AND BENDS TO ENSURE NO MISALIGNMENT OF THE PIPE AND FITTINGS. BLOCK OR BRACE FITTING JOINTS TO ENSURE ZERO DEGREES ANGULAR JOINT DEFLECTION. 7. END OF TAP TO BE SEALED AND MARKED AS NOTED. END OF TAP TO BE SEALED AND MARKED AS NOTED. 8. A TRACER WIRE SHALL BE INSTALLED IN ORDER FOR THE CITY TO LOCATE ALL A TRACER WIRE SHALL BE INSTALLED IN ORDER FOR THE CITY TO LOCATE ALL HCS LATERAL SEWER LINES. THE TRACER WIRE SHALL BE CONTINUOUS (NO SPLICES) SOLID 14 AWG COPPER WIRE WITH GREEN TYPE UF (UNDERGROUND FEEDER) INSULATION. THE WIRE SHALL BE SECURELY TAPED AT A MAXIMUM OF 10-FOOT INTERVALS AND EXTEND FROM THE SEWER MAIN TO A CLEANOUT AT ALL HCS LATERAL LINES. 12-INCHES OF TRACER WIRE SHALL BE ACCESSIBLE ABOVE GRADE AT THE CLEANOUT. THE CLEANOUT SHALL BE LOCATED ON THE PRIVATE SIDE OF THE PUBLIC RIGHT OF WAY. 9. STAMP OR WELD THE LETTER "S" ON LID OF METER BOX. STAMP OR WELD THE LETTER "S" ON LID OF METER BOX. 10. ABC SHALL BE PER SIERRA VISTA DETAIL SV200-4.ABC SHALL BE PER SIERRA VISTA DETAIL SV200-4.

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ROW LINE

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#1 METER BOX PER MAG STD. DETAIL 320

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MIN OF 12" OF TRACER WIRE ABOVE GRADE AT CLEANOUT

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CLEANOUT WITH THREADED CAP

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1-WAY CLEANOUT TOWARDS MAIN

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INVERT OF SERVICE LINE TO BE AT OR ABOVE CROWN OF MAIN

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SEWER MAIN (SIZE NO MORE THAN 10")

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STRIP INSULATION OFF THE LAST 12" OF TRACER WIRE

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TRACER WIRE TO BE SECURED AT MAX 10' SPACING

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SLOPE: MIN: 4" OR 6" = " PER FOOT 14" PER FOOT MAX: 4" = 1-1/2" PER FOOT MAX: 6" = " PER FOOT78" PER FOOT

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TRACER WIRE

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4" 45° WYEBRANCH

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4" 45°BENDS

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SDR-35 PVC CAP WITH GASKET REQUIRED

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SV440

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CITY OF SIERRA VISTA NEW SEWER BUILDING CONNECTIONS

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%%UCLEANOUT INSTALLATION

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%%USEWER TAP AT CLEANOUT

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STATION AND LENGTH SHOWN ON PLANS TO THE POINT

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FLOW LINE ELEVATION SHOWN ON PLANS TO THIS POINT

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STANDARD 45° BEND

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SIZE OF PIPE AS SHOWN ON PLANS

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ALL CONCRETE CONSTRUCTION SHALL BE CLASS 'A' (3000 PSI) PER MAG STD. SECT. 725

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OUT OF PAVEMENT FINISH GRADES SEE NOTES 1 & 2

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8" C.I. FRAME AND COVER PER MAG STD. DETAIL 270 & THE WORD "SEWER" ON COVER

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NOTES: NOTES: 1. ANY CLEANOUTS THAT ARE LOCATED IN AREAS THAT ARE ANY CLEANOUTS THAT ARE LOCATED IN AREAS THAT ARE TEMPORARILY UNPAVED SHALL BE RAISED TO AT LEAST ONE FOOT ABOVE THE HIGHEST ADJACENT GRADE ANTICIPATED. PROVIDE A STRAIGHT PIECE OF PIPE TO RAISE THE INLET ONE FOOT ABOVE ADJACENT GRADE. COVER WITH PVC CAP AND MARK WITH TRAFFIC CONES. 2. ANY MANHOLES THAT ARE LOCATED IN AREAS THAT WILL NOT ANY MANHOLES THAT ARE LOCATED IN AREAS THAT WILL NOT BE PAVED SHALL BE RAISED TO AT LEAST ONE FOOT ABOVE THE HIGHEST ADJACENT GRADE. A CONCRETE COLLAR SHALL BE PLACED AROUND THE EXPOSED PORTIONS OF THE CLEANOUT. THICKNESS OF THE CONCRETE COLLAR TO BE AT LEAST ONE FOOT (MEASURED PERPENDICULAR TO THE COVER). DEPTH OF COLLAR TO BE AT LEAST 1 FOOT BELOW GRADE. MARK WITH 5' GREEN T-POST.

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SDR-35 PVC PIPE PER MAG STD. SECT. 738

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PAVED STREETS AND ALLEYS

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COMPACTED BACKFILL OR UNDISTURBED EARTH

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STANDARD 45° BEND

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TO BE LAID ON UNDISTURBED EARTH OR COMPACTED SELECT MATERIAL (TYPE B OR A.B.C.)

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%%UNOT ALLOWED

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SV441

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CITY OF SIERRA VISTA SEWER CLEANOUT AT TERMINATION OF SEWER MAINLINE

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FLOW


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WYE

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NOTES: 1. ALL PIPE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS ALL PIPE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF A.S.T.M. D-3034, SDR-35 PER MAG STD. SECT. 745. 2. SIZE OF PIPE SHALL BE 4" UNLESS OTHERWISE SHOWN ON SIZE OF PIPE SHALL BE 4" UNLESS OTHERWISE SHOWN ON PLANS. 3. ALL WORK SHALL CONFORM TO THE CITY OF SIERRA VISTA ALL WORK SHALL CONFORM TO THE CITY OF SIERRA VISTA DEPARTMENT CODE SECTION 151.08.007.E.4. 4. BACKFLOW ASSEMBLIES SHALL BE INSTALLED ON ALL HCSs. BACKFLOW ASSEMBLIES SHALL BE INSTALLED ON ALL HCSs. 5. USE TEFLON TAPE ON ALL THREADED CONNECTIONS.USE TEFLON TAPE ON ALL THREADED CONNECTIONS.

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WYE

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BRICK; TYPICAL OF FOUR, ONE AT EACH CORNER

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VALVE TO BE FIRMLY SUPPORTED BY A 4" DEEP GRAVEL BED34 GRAVEL BED

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BACKFLOW PREVENTIVE VALVE TO MEET MOST CURRENT I.P.C MATERIAL STANDARDS

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FINISHED GRADE

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PLASTIC ACCESS BOX W/LATCHING COVER AND EXTENSION(S) AS REQUIRED

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SCREW IN CAPS

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STD. 45°BEND

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SCREW-IN CAPS

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PVC PIPE

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PVC PIPE

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SV442

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CITY OF SIERRA VISTA BACKFLOW ASSEMBLY SEWER CONNECTION

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FORMER SIERRA VISTA DETAIL SV247


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50

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D =6"

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50

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50

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NOTES: 1. PREPARE THE BED FOR THE RIP RAP BY EXCAVATING PREPARE THE BED FOR THE RIP RAP BY EXCAVATING AND SHAPING THE SLOPES AS WELL AS CONSTRUCTING THE TOE FOR RIP RAP INSTALLATION. 2. ALL STONES SHALL BE ANGULAR WITH ROUGH FLAT ALL STONES SHALL BE ANGULAR WITH ROUGH FLAT SURFACE TEXTURE. STONES SHALL BE APPROVED BY THE ENGINEER. 3. STONE SIZE (D ) SHALL BE IN ACCORDANCE TO WHAT STONE SIZE (D ) SHALL BE IN ACCORDANCE TO WHAT IS SHOWN ON THE PLANS. 4. THICKNESS OF ANY RIP RAP LAYER SHALL BE AT LEAST THICKNESS OF ANY RIP RAP LAYER SHALL BE AT LEAST TWICE THE D SHOWN ON THE PLANS. 5. STONE TOLERANCE SHALL NOT EXCEED 1 INCH IN STONE TOLERANCE SHALL NOT EXCEED 1 INCH IN HEIGHT. 6. GAP TOLERANCE BETWEEN STONES SHALL NOT EXCEED 1 GAP TOLERANCE BETWEEN STONES SHALL NOT EXCEED 1 INCH. 7. LAY THE STONE PERPENDICULAR TO THE SLOPE.LAY THE STONE PERPENDICULAR TO THE SLOPE.

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TOEDOWN

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6" MIN.

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24"

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FOR RIPRAP

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DESIGN GRADATION

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% PASSING

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Size (Inches)

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100-90

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85-70

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50-30

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15-5

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5-0

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12

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9

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6

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4

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2

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SV556-1

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CITY OF SIERRA VISTA HANDPLACED GROUTED RIP RAP EMBANKMENT PROTECTION/ARMOR

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AND SHAPING THE SLOPES AS WELL AS CONSTRUCTING

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PREPARE THE BED FOR THE RIP RAP BY EXCAVATING

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THE TOE FOR RIP RAP INSTALLATION.

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SURFACE TEXTURE. STONES SHALL BE APPROVED BY THE

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ALL STONES SHALL BE ANGULAR WITH ROUGH FLAT

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ENGINEER.

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THICKNESS OF ANY RIP RAP LAYER SHALL BE AT LEAST

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STONE TOLERANCE SHALL NOT EXCEED 1 INCH IN

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HEIGHT.

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TWICE THE D50 SHOWN ON THE PLANS.50 SHOWN ON THE PLANS. SHOWN ON THE PLANS.

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STONE SIZE (D50) SHALL BE IN ACCORDANCE TO WHAT50) SHALL BE IN ACCORDANCE TO WHAT) SHALL BE IN ACCORDANCE TO WHAT

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3.

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1.

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2.

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4.

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5.

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IS SHOWN ON THE PLANS.

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D50=6"50=6"=6"

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FOR RIPRAP

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DESIGN GRADATION

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% PASSING

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Size (Inches)

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100-90

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85-70

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50-30

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15-5

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5-0

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12

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9

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6

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4

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2

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SV556-2

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CITY OF SIERRA VISTA DUMPED RIP RAP EMBANKMENT PROTECTION / ARMOR

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MAINLINE

LINE

12"

18"

DEPTH TYPICAL

LATERAL


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5" NATIVE SOIL

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COMPACTED TO 95%

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STANDARD PROCTOR

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MARKING TAPE

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ON SAND

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3" MIN.

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IRRIGATION

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LATERAL

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3" MIN.

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3" MIN.

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SEE TABLE

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MARKING TAPE

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ON SAND

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7" NATIVE SOIL

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COMPACTED TO 95%

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STANDARD PROCTOR

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3" MIN.

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IRRIGATION

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CONTROL WIRE

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CONDUIT

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IRRIGATION MAIN

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3" MIN.

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11" SAND

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SEE TABLE

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5" SAND

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SV561

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CITY OF SIERRA VISTA IRRIGATION TRENCHING AND PIPE INSTALLATION DETAIL

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