C_8.pdf

, chapter 8 Basewide Standard Details

8.1 Summary I Overview

This Chapter includes the standard details and product types to be used Basewide for future projects or improvements.

This section also provides reference to specific products in the form of product sheets. This reference is for establishing the design type or style and is not an endorsement for the product manufacturer. Substitutions for "like" or similar products are acceptable. All product types must be approved by the AC/S Facilities prior to installation.

8.1 A. Index of Details

8.2 Architecture Details and Standards

8.2 A-1 Typical Compartmentalized

Conc. Block Wall Section

8.2 A-2 Precast Concrete Sill Detail

8.2 A-3 Precast Concrete Sill Detail

8.2 A-4 Wheel and Comer Guards

8.2 A-S Wheel and Comer Guards

8.3 Landscape Details and Standards

8.3 A-1

8.3 A-2

8.3A-3

8.3 A-4

8.3 A-S

8.3 A-S

8.3 A-7

8.3 A-8

8.3 A-9

8.3 A-10

8.3 A-11

8.3 A-12

8.3 B-1

8.3 B-2

8.3 B-3

Tree Planting and Staking Tree Planting and Staking on Slope Tree Guying Palm Planting Tree Drainage Vine Planting on C.M.U. Wall Vine Planting on Fence Shrub Planting Redwood Header Concrete Mow Curb - Gravel Mulch Concrete Mow Curb - Lawn Railroad Tie Planter Edging Sprinkler Head on Slope Sprinkler Head on Riser Pop-Up Sprinkler with Swing Joint

8.4 Street Design Details and Standards

8.4 A-1 Trench Resurfacing Types A & B

8.4 A-2 Trench Resurfacing Types C & 0

8.4 A-3 Narrow Trenching Types A & B

Backfill and Resurfacing

8.4 A-4 Narrow Trenching Types C & 0

Backing and Resurfacing

8.4 B-1 Fire Hydrant Protection Post

Base Exterior Architecture Plan Camp Pendleton, California Marine Corps Base

8.5

8.6

8.7

8.4 B-2

8.4 C-1

8.4 C-2

8.4 C-3

8.4 C-4

8.4 C-S

8.40-1

8.4 0-2

8.4 E-1

8.4 F-1

Fire Hydrant Markers Cross Gutter Curb and Gutter-Separate Curb and Gutter-Combined Alternate Curb and Gutter-Rolled For Housing Areas Curb and Gutter-Medians Concrete Driveway/Commercial Alternate Commercial Concrete Driveway Fire Prevention Bureau Policy Interlocking Paver

Parking Details and Standards

8.5 A-1 Handicapped Parking Space

8.5 A-2 Pavement Symbol Disabled

Parking

8.5 A-3 Wheel Stop and Temporary

Parking Lot Detail

Pedestrian Circulation Details and Standards 8.S A-1

8.S A-2 8.S A-3

8.S B-1 8.S B-2 8.S C-1 8.S C-2

8.S C-3 8.S C-4 8.S 0-1 8.S 0-2

Pedestrian Ramp Types A and B (New Construction) Pedestrian Ramp Type C General Notes for Pedestrian Ramp Concrete Joint Details Sidewalk Joint Locations Sidewalk-Typical Sections Concrete Walks & Patios Typical Expansion Joint-Tooled Scoreline Concrete Sidewalks Details Slopes on Sidewalk Concrete Steps with Railing Edging Details

Signage Details and Standards

8.7 A-1 Street Name Sign

8.7 A-2 Street Name Sign

8.7 A-3 Street Name Sign

8.7 A-4 Typical Construction Signs

8.7 A-S Typical Traffic / Road Signs

8.7 A-S Disabled Parking Sign

8.7 A-7 Typical Sign Connection Detail

8.7 A-8 Primary Directional Sign

8.7 A-9 Directional Sign Connection Detail

8.7 A-10 Sign Connection Detail

8.7 A-11 "War Prize" Monument Sign Detail

8.8

8.9

8.7 A-12 2")(2" Pole Mounting Detail

8.7 A-13 4"X4J1 Pole Mounting Detail

Lighting Details and Standard

8.8 A-1 Street Light

8.8 A-2 Building Light

8.8 A-3 Sign Light

8.8 A-4 Security Light

8.8 A-5 Parking Lot Light

8.8 A-6 Palm Tree Lighting

Site Furniture Details and Standards

8.9 A-1 Square Picnic Table-Center Post

8.9 A-2 Picnic Table Set

8.9 A-3 Picnic Table Set Recycled Plastic

8.9 A-4 Recreational Park Bench

8.9 A-5 Recreational Park Bench with

8.9 A-6

8.9A-7

8.9 A-8

8.9 B-1

8.9 B-2

8.9 D-1

8.9 D-2

8.9 E-1

8.9 E-2

8.9 E-3

8.9 E-4

8.9 E-5

8.9 G-1

8.9 H-1

8.9 H-2

8.9 H-3

8.91-1 8.91-2 8.91-3 8.91-4 8.91-5 8.91-6

8.9 J-1

8.9 J-2

8.9 J-3

8.9 J-4

8.9 J-5

8.9 J-6

8.9 J-7

8.9 K-1

8.9 K-2

8.9 L-1

8.9 L-2

8.9 L-3

8.90-1

8.9 R-1

Back Alternate Park Bench Recycled Plastic Bench Recycled Plastic Bench Drinking Fountain Drinking Fountain Detail Primary Bus Shelter Secondary Bus Shelter Recycling Containers Single Recycling Container Square Single Container Round Single Container Hot Coals Container Flagpole Concrete Bike Rack Metal Bike Rack Bike Storage Bollard - 9 11 square Bollard - 9" square Bollard - 12" square Bollard -16 11 square Handicapped Retractable Bollard Protection Post Concrete Tree Grate Concrete Tree Grate Concrete Tree Ring Metal Tree Grate Concrete Square Planter Concrete Square Planter Concrete Round Planter Metal Tree Guard Metal Tree Guard Trash Enclosure Hinge at Trash Enclosure Trash Container Barbecue Unit Volleyball Court Detail

Base Exterior Architecture Plan Camp Pendleton, California Marine Corps Base

8.10

8.11

8.9 R-2

8.9 R-3

8.9 R-4

8.9 S-1

Volleyball Court Edge Volleyball Post Detail Volleyball Sand Area Detail Mail Box-Group

Screening and Fencing Details and Standards

8.10 A-1 Fence

8.10 A-2 Fence with Screen

8.10 A-3 Gate

8.10 A-4 20" Precast Concrete Cap

8.10 A-5 Precast Concrete Cap

8.10 A-6 Concrete Straight Cap

8.10 A-7 Masonry Wall

8.10 A-8 Wood Fence

8.10 A-8a Wood Fence

8.10 A-8b Stucco Fence

8.10 A-9 27" Precast Concrete Cap

8.10 A-10 Typical Retaining Wall

8.10 A-11 Utility Equipment Screen

8.10A-12 Roof Equipment Screen

8.10 A-13 Corral Fencing

Utilities Details and Standards

8.11 A-1 Underground Typical Location

(New Construction)

8.11 A-2 Underground Typical Location

(Conversion/Replacement!

Upgrade)

8.11 B-1 Utility Location in Local and

Collector Streets(New Construction)

8.11 B-2 Utility Locations Local and Major

Streets

8.11 C-1 Utility Locations Prime Arterial and

Expressways

8.11 C-2 Utility Locations in Major Streets, Prime Arterial and Expressways

8.11 0-1 Pedestal for Electrical Equipment

8.11 E-1 24 Inch Wide Maintenance Edge

for Medians

8.11 F-1 Rip-Rap Open Storm Drain

Channel

8.11 F-2 Concrete Lined Open Storm Drain

Channel

8.2 Architecture Details and Standards

This section provides reference to specific products in the form of product sheets. This reference is for establishing the design type or style and is not an endorsement for the product manufacturer. Substitutions for "like" or similar products are acceptable. All product types must be approved by the AC/S Facilities prior to installation.

8.2 A-1

8.2 A-2

8.2 A-3

8.2 A-4

8.2 A-5

Typical Compartmentalized Concrete Block Wall Section Precast Concrete Sill Detail Precast Concrete Sill Detail Wheel and Corner Guards Wheel and Corner Guards

Base Exterior Architecture Plan Camp Pendleton, California Marine Corps Base

BEAP Standard Detail Sheet Public Works Office Marine Corps Base Camp Pendleton

2e>' -e>'

MAX.

INSULATION CAVITY

FIN.G~DE ~

+<Z)' -e>'

NOTE: WALL DESIGN

IS FOR UNIFORM ROOF

LOAD OF 2(?)(?)(?) L6.JFT.

(DEAD+LlYE) CONCEN-

TRATED LOADS MAY

REQUIRE COLUMNS.

• EXTERIOR FOUNDATION

NOT SI-lOll.N

VARIES-SEE PLAN

REBAR

ADDITIONAL REBAR

FURLIN ANCI-IOR

le>" SOLAR STONE WALL PANEL

REBAR

REBAR

CONCRETE SLAB

REBAR

TYPICAL COMPARTMENT ALIZED

CONCa BLOCK WALL SECTION N.T.S.

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.2 A-1 Scale:

AL IGN WI GROvE IN ___________

KNOCK-OUT ~

GLAZING 1t

IN-SW!NGING STL. FRAME

(INT. GLAZED)

STL.DRIP, CONT. WELD --~

SIZE TO CLEAR TEE

STL. WINDOW TEE

STL. WiNDOW FRAME

PRECAST CONC. SILL

CONC. MASONRY UNIT

EXTERIOR INTERIOR

O_:_~_;_~_T~_.S_T_C_O_N_C_R_E_T_E_S_I_L_L __ _

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.2 A-2

.",.--ALIGN WI GROOVE IN

KNOCK-OUT UNIT

~~-.,t:;±::='JB'--7\;t1 ff\ • N 1-tl!;;:::=::::;;::=::::::;::;m1'--,f-

EXTERIOR

F.F. STEEL WINDOW FRAME

SEALANT

(2) REfNF. BARS

FRECAST CONC. SILL

INTERIOR

ANC~ORS SET IN MORTAR

1121 GYPSUM BOARD WI

IILI METAL

RIGID INSULATION

CONCRETE MASONRY UNIT

o s:~::.AST CONCRETE SILL

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.2 A-3

CA5T IRON

WHEEL GUARD

50LID GROUT

eMU WALL

ELEVATION

PLAN

o· . ~W-=--=--=-H-=--:E::::::-:E~L =-A_N_D_C_O_R_NE_R __ _

GUARDS SCALE· N.T.S.

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.2 A-4

MASONRY ANCI-IOR

'al 24' o.c. MORTAR JOtNTS

3-112" X 3-112' :x 1/4" STEEL ANGLE

CORNER GUARD MOUNT 8" A.F.F.

CORNER GUARD DETAIL

4' DIA. STL FIFE -

GUARD

STL. ANGLE FRAME

PER DOOR MFG.

CAST IRON----

CORNER GUARD

AND Wt-IEEL GUARD-----'I~

WHEEL GUARD DETAIL

Oi--·-:-A~-E~-N~-T.~-. _A_N_D_C_O_R_N_E_R_G_U_A_R_D_S_

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.2 A-5

8.3 Landscape Details and Standards

form of product sheets. This reference is for establishing the design type or style and is not an endorsement for the product manufacturer. Substitutions for "like" or similar products are acceptable. All product types must be approved by the AC/S Facilities prior to installation.

8.3 A-1

8.3 A-2

8.3 A-3

8.3 A-4

8.3 A-5

8.3 A-6

8.3 A-7

8.3 A-8

8.3 A-9

8.3 A-10

8.3 A-11

8.3 A-12

8.3 B-1

8.3 B-2

8.3 B-3

Tree Planting and Staking Tree Planting and Staking on Slope Tree Guying Palm Planting Tree Drainage Vine Planting on C.M.U. Wall Vine Planting on Fence Shrub Planting Redwood Header Concrete Mow Curb - Gravel Mulch Concrete Mow Curb - Lawn Railroad Tie Planter Edging Sprinkler Head on Slope Sprinkler Head on Riser Pop-Up Sprinkler with Swing Joint

Base Exterior Architecture Plan

ROOTBALL

DIAMETER

2X ROOT6ALL

DIAMETER

NOTES:

- FLANT 50 THAT TOP OF ROOT BALL 15 Iv:! I

ABOVE THE FINISHED 6RADE.

LOCATE TIES AT THE LOWEST LEVEL AT WHICH

THE TREE CAN BE SUPPORTED (MAX. TIE

HEIGI-IT AT 3/4 HEIGHT OF TREE).

TREE TIES, CINCH TIE AS MANUFACTURED BY

v.l.T. CO. OR APPROvED EQUAL

TRIM STAKES 2' ABOvE TREE TIE

2' x 10' LODGEPOLE FINE TREE STAKES AT ROOTBALL EDGE DRivEN FIRMLY (MIN. 3'-0")

INTO SUBGRADE FRIOR TO BACKFILLING

LOCATE ONE TREE STAKE ON WINDWARD Sf DE

OF TREE

I" BARK MULCH OVER ROOTBALL IN NON TURF

AREAS SEE SPECIFICATIONS

FINISHED GRADE

3" WATERING BASIN, NON-TURF AREAS ONLY

PLANT TABS, SEE SFECS FOR QUANTITY

SOIL BACKFILL MIX, WATER 4 TAMF TO REMovE

AIR POCKETS

UNDISTURBED GRADE

Of--~_~_~_:_T.s_~_L_A_N_T_IN_G_A_N_D_S_T_A_K_I_N_G_

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.3 A-1

PREVAILING WIND

TREE STAKES

3{ ~o

TREE

8'

NOTES:

- PLANT SO T~AT TOP OF ROOT BALL IS 11/2 '

ABOvE Tl-tE FINISI-1ED GRADE.

- LOCATE TrES AT TI-1E LOWEST LEVEL AT UJl-I1CI-1

THE TREE CAN BE SUPPORTED (MAX. TIE

l-IE!GI .. H AT 3/4 l-IEIGI-1T OF TREE).

TREE TIES, 'CINCI-i TIE' AS MANUFACTURED BY

V./.T. CO. OR APPROVED EQUAL

TRIM STAKES 2' ABOvE TREE TIE

2· x 10' TREATED LODGEPOLE PINE TREE

STAKES AT ROOTBALL EDGE DRIVEN FIRML Y

(MIN. 3' -0") INTO SUB6RADE PRIOR TO

BACKFILLING

TOP OF ROOTBALL

)1,/2' ABOvE FINISI-i GRADE

..,..--- FORM BASIN WITI-i 3' x S

PLAN vIEW

Project Title:

CONTINUOUS RrM

----- FINISH GRADE

!=CooT6ALL

DIAMETER

2x ROOTeALL

DIAMETER

SOlL BACKFILL MIX, WATER AND TAMP TO REMOVE

ArR POCKETS

PLANT TABS, SEE PLANT NOTES

TREE PLANTING AND ST AKING

ON SLOPE SCALE· N.T.S.

Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.3 A-2

BLACK RUBBER HOSE SECTION

STEEL CABLE SECURED

TO HOSE SECTION

(T~REE REQUIRED PER TREE)

1/2" P.v.C. SLEEVE OVER CABLE

CABLE LOOP AND TURN BUCKLE

DUCKBILL TREE ANCI-tOR OR EQUAL

DEPTH AS PER MANUFACTURER'S

RECOMMENDATIONS

~~:-~-L~-':-.T-.SG-. _U_y_I_N_G ________________ __

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.3 A-3

TOP OF ROOTBALL

I" ABOVE FINISHED

GRADE

FINISI-IED GRADE

WASI-IED PLASTER

SAND BACKFILL WI

PRE-PLANT FERTILIZER

FERTILIZER TABLETS

NOTE:

PALM TREE 15 TO 6E

MAINT AINED "<i) 90 DEG. TO

GROUND AND 5TRAIGI-ITENED

TI-IROUGI-iOUT MA INTENANCE

FERIOD A5 NECESSARY.

FALM FRONDS TO BE TIED

WITI-1 ORGANIC TWINE FRIOR

TO PLANTING.

2 X ROOT6ALL

DIAMETER

FALM TREE TRUNK

NDS NO. 16 GRATE

3" DIA. PERFORATED A6S

DR.4INLINE WRAPPED

IN FilTER FABRIC.

SEE DETAil 8.4 .4·5

COMPACTED

5U£:3oGRADE

J X ROOT6ALL

MOUND 5L IGI-ITl Y AND

COMPACT

~~:_~_L~_'~_.T_.S: __ L_A_N_T_I_N_G ______________ _

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.3 A-4

----------TREE STAKE FER SDRSD L-2

.------ROOT BALL

,,-----3" DIA. PERF. ASS DRAINL!NE

WRAFPED IN FfL TER FABRIC

____ - 3/4" DRAIN ROCK

r----- 3" BERM

FINISH GRADE

NOTE:

DRAINAGE APPLIES ONLY TO

eOXED TREES

~~:_~_L;_'~_.T_.~_R __ A_IN_A __ G_E ______________ _

Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.3 A-S

3" MULCj. .. t 3" CLEAR

FROM BASE OF VINE

2x

ROOTB

DEPTH

C.M.U. WALL REFER TO

ENGINEERS D~S.

SPREAD viNE ON WALL SECURE WiTH NON-METALLIC

VINE TIES ATTACHED TO EYEBOLT

AND REMOVE NURSERY STAKE

l~' STAINLESS STEEL EYEBOLT

IN JOINT WITH MASONRY ANCI-IOR

2' OC. vERTICAL

PLANTING BACKFILL - SETTLE

TO SET PLANT AT 1" ABOVE

FINISH GRADE, REFER TO PLANTING

NOTES

PLANTING TABLETS

REFER TO SPECS.

CONCRETE FOOTING

VINE PLANTING ON C.M.U.

W ALL SCALE· N.T.S.

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.3 A-6

WOOD FENCE

SPREAD viNE ON FENCE AND SECURE WITH NON-MET ALLIe vINE TIES - REMOVE NURSERY

STAKE

2" MULCH, 3" CLEAR

FROM TRUNK

PLANTING BACKFILL SETTLE

TO SET PLANT AT I" ABOVE

FINISH GRADE SEE PLANTiNG

NOTES

PLANT!NG TABLETS

SEE PLANTING NOTES

~i---- CONCRETE FOOTING

O_~_~~_E~_N._~_.L_A_N_T_I_N_G_O_N_F_E_N_C_E __ _

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.3 A-7

I t-o...

w a I t- -l 0...

-l W <[ a {fi t- -l 0 -l 0 <[ oc 10 t-

X 0 N 0 ::::::::

- oc

ROOTBALL

DIAMETER

:2x ROOTBALL

DIAMETER

TOP OF ROOTBALL

" ABOVE FINJ5~ GRADE

2" MULCI4 AROUND ROOTBALL

FORM BASIN WIT~ 3" CONTINUOU5

RIM, NON - TURF AREAS ONLY

S' BARK MULC~ IN GROUNDCOVER

AREAS: 2"!N DRIP IRRIGATED AREAS

FINIS~ GRADE

...... I(!,±.,..,..,.+-I-~~:---- SOIL BACKFILL MIX,

WATER AND TAMP TO REMOVE

AIR POCKETS

PLANT TABS, SEE PLANT NOTES

MOUND SLlG~TL Y AND COMPACT

~~~-~-L~-.~-.T-~-. _P_L_A_N_T_'_N_G ____________ __

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.3 A-8

E;)

I

TAPER MULCI-1 TO I-1EADER

SI-4RUB AREA, 2' BARK MULCH

LAllN AREA

FINISH GRADE/GRAVEL

-=4-1-~ ~-Ft==9-H~r-tT"---- 2'x4" REDWOOD, CONTINUOUS wmWm±:!:::!:Tu±±:t;=-- (2) I~d H.D. GAL V. BOX NAILS

2"x3'x24' LONG REDWOOD STAKES '6) 4'-0" O.C.

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.3 A-9

NOTE;

1. WEAKENED PLANE JOINTS AT 1:;' O.C.

2. EXPANSfON JO!NTS AT 80' O.C.

AND AT ALL INTERSECTIONS AND ENDS.

3. AS AL TERNATE TO CONCRETE CURB

USE RA1L ROAD TIE SECURED WITH

3/4" DIAMETER X 18" REBAR.

4. USE NATURAL EARn-i TONE COLORS

FOR COB8LE MATER!AL

FIN!SH GRADE IN 2· - 3' C08BLE

MULCI-I AREA

112' RADIUS (TYPICAL)

CONCRETE HEADER

FINfSI-I GRADE IN SHRUB AREA

3" SHREDDED BARK MULCI-I

NO.4 REBAR - CONTINUOUS

95~c> COMFACT:D 5UBGRADE

O'-~_~_~_NC __ T._~_E_T_E_M_O_W_C_U_R_B ___ _

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.3 A-10

FiNISi-l GRADE IN LAWN AREA

/ / TAPER MULCf.I TO MOW STRIP

/' ~ 112" RADIUS (T",(PICAL)

12 11 ~ ~ POURED [N PLACE CONCRETE

1/ 25>00 PSI @ 28 DAIS

r=;6_ •• _ji(]jij~:-C-:-:~~~~~~~ ~ 2' BAF<K MULCf.I

• FINISH GRADE IN SHRUB AREA

NO.4 RE6AR - CONTINUOUS

'30% COMPACTED 5UBGRADE

NOTE:

1. INSTALL 2" DEEP WEAKENED PLANE JOINTS AT 15>' O.C.

2. INSTALL TAR IMPREGNATED FELT EXPANSION JOINTS

AT 5>0' O.C. AND AT ALL INTERSECTIONS AND

TANGENTS WITI-! OTf-IER PAVING

Or-~_~_E~_~_'T._~_E_T_E_M_O_W_C_U_R_B ___ _

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.3 A-11

'1----- 6x8 RAILROAD TIE

TYPE "A"

-- 6x8 RAILROAD TIE

TYPE "8"

-fr-+-_-r-----"A;...........,jl'- "....-- 30" FELTPAPER AS

WATERPROOFING

1--"- FINISH GRADE

RAILROAD TIE PLANTER EDGING

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.3 A-12

SCI-!. 80 ~ISER

PE~PEND [CULAR

TO SLOPE

TOE OF SLOPE~ .""'-\~ \'l.

FINI5~ Gs~ADE " _

-ill IU=IIEIIi=W=lf :1 II=-'

·IIEIIEIII=IIEIIEI'

-rrr-::::II rmlll;::::1TF"

ROTOR OR SPRAY TYPE SPRINKLER

ADJUST t-!EAD TO SPRAY

PA~ALLEL TO SLOPE

INDICATES LOCATION OF VALCON

ADV Ct-iECK VALvE AS REQUIRED

IN FIELD TO ELIMINATE LOW

t-!EAD DRAINAGsE

SECURE RISE~S FOR ROTO~-TYPE

SPRrNKLE~S WITt-! -4 x 30 REBAR STAKE

2 'PUNCH LOK' CLAMPS

"'~R EQUAL (USED WIRE-BAR)

• 12' MIN. FROM TOP OF SLOPE OR PAviNGs

TOP OF SLOPE

=m= ;;::

;i~lTwm!

PVC CL 200 NON-PRESSURE

IRR. LATERAL LINE

NOTE: REBAR NOT REQUIRED

FOR SPRAY !-lEADS

Oi---~-~-~-~N-.T.~-. _L_E_R_O_N_S_L_O_P_E ____ _

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.3 8-1 z f

....... 1----- SJ.lFiaJ6 OR BUeeL.ER J.lEAD

NOTE:

112' SCJ.l 4t2> r=vC RU~ER

112' X 112' FIFT X FIPT PVC ELL

112" MARL-EX STFeET ELL

(MIFT X FIPT)

112 1 SCJ.l. 8tt) PVC TJ.lREADED 6 1 FiCISER 1/2" MARL-EX STFii£ET ELL.

(MfPT X FIPT) PVC LATEFiCAL LINE

5Ct-t.40 P\l'C S X S X FIPT TEE

OR ELL

- CONTFCACT~ Sl-JALL !NST ALL ANTI-DFltAfN

VALYES, AS REQUIRED, TO ~YENT

LOW J.lEAD DRAINAGE

- INSTALL S~INKLER HEADS MINIMUM 6'

FFiCOM SIDEWALKS, CUFiCBS AND PAVEMENT

O~~-cP-ALR_E. -~~-.~-. L_E_R_H_E_A_D_O_N_R_IS_E_R __

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.3 8-2 z f

Project Title:

FlNle~ G~DE 6 1 ~ SPRAY TYPE ~rNKL.ER

121 ~ ROTO~ TYPE

..... ~~--- GEA~ DRIVEN S~AM ~T~

I4EAD, FOP-UP 6FFC1NK1..E~

V2' X 1121 FIPT X FrPT PVC ELL

112' MARl..EX ST~ET ELL (MIPT x FIPT)

112' SCI4. e0 PVC TI4F1CEADED

6' RISER

112' MAFa.EX S~ET ELL

(MIPT X FIPT)

c.~~;;:;;.;=--------- PVC LATERAL LINE

...... ~-J---------- SCI4. "'"' PVC S X S X FIFT TEE

OR ELL

NOTE:

- co:NTFCACTO~ Sl4ALL INSTALL ANTI-DRAIN VALYES, AS ReQUU'iiIiED, TO PREVENT LOW ~EAD DRAINAGE

- INSTALL SPRINKLe~ I4EADS MINIMUM 6" F~

SIDEWALKS, CURBS AND PAVEMENT

- USE 3/4' FITTINGS AND Rlse~ UJ.4EN SF~INK1..ER

INLET IS 3/41

poP-uP SPRINKLER W /

SWING JOINT SCALE· N.T.S.

Drawn By: Issue Date: Project Number:

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Public Works Office 8.3 8-3

8.4 Street Design Details and

Standards

This section provides reference to specific products in the form of product sheets. This reference is for establishing the design type or style and is not an endorsement for the product manufacturer. Substitutions for "like" or similar products are acceptable. All product types must be approved by the AC/S Facilities prior to installation.

8.4 A-1

8.4 A-2

8.4 A-3

8.4 A-4

8.4 B-1

8.4 B-2

8.4 C-1

8.4 C-2

8.4 C-3

8.4 C-4

8.4 C-S

8.4 0-1

8.4 0-2

8.4 E-1

8.4 F-1

Trench Resurfacing Types A & B Trench Resurfacing Types C & 0 Narrow Trenching Types A & B Backfill and Resurfacing Narrow Trenching Types C & D Backing and Resurfacing Fire Hydrant Protection Post Fire Hydrant Markers Cross Gutter Curb and Gutter-Separate Curb and Gutter-Combined Alternate Curb and Gutter-Rolled For Housing Areas Curb and Gutter-Medians Concrete Driveway/Commercial Alternate Commercial Concrete Driveway Fire Prevention Bureau Policy Interlocking Paver

Base Exterior Architecture Plan

Project Title:

12" min. (typ.) feather to

--1 "N;: exlstmg pamg 7 I r 1"min.

Existing A.C. and Base

I ~ f Asphalt c:::

Asphalt Concrete

Bose Material see Note 3 ---'I

~o

NOTES

1. Trench edges to be cut a minimum of 6" wider than trench for trenches

3" wide or less. and 12" wider for trenches over 3' wide.

2. Existing A.C. shall be cut and removed in such a manner so as not to tear, bulge or displace adjacent pavement. Edges shall be clean and vertical.

All cuts shall be parallel or perpendicular to street centerline. when practical.

3. 8ase material shall be reploced to depth of existing base. A.C. may be substituted for bose material.

4. A tack coat of asphaltic emulsion or paving asphalt sholl be applied to existing A.C. at 011 contact surfaces. prior to resurfacing.

5. Asphalt Concrete Resurfacing:

0) Minimum total thickness sholl be one inch greater than existing A.C.

b) A.C. sholl be hot plant mix.

c) Finish course for Type B resurfacing shall be laid down using a spreader box.

6. All A.C. resurfacing sholl be seal coated with an emulsified asphalt and covered with sand. Chip seoling shall be applied as required by Agency.

7. Type B sholl not be used on loteral crossings.

8. Sloughing of trench under pavement sholl be couse for requiring additional pavement and base.

TRENCH RESURFACING TYPES A AND B

Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.4 A-1

Project Title:

Existing P.C.C.

Pavement Concrete Asphalt Concrete

1" Minimum

Existing A.C. and;ZBase 560-C-3250

560-C-3250 concrezte

-L....;..;.,...;;...;.._..-.,l;,.;:.....;..;:...a..... ......... ,.....;..1 - - - :; .. ?~~~.;~<~.-::;.;.: :(:~.~~~ .. :.\~~ = = =

.1 0

II-

MEC

GENERAL NOTES

See General I Note 3

.1 o It-

ME P

1. Existing A.C. shall be cut and removed in such a manner so as not to tear.

bulge or displace adjacent pavement. Edges sholl be clean and vertical.

All cuts shall be parallel or perpendicular to street centerline, when practical.

2. Sloughing of trench under pavement sholl be couse for requiring additional pavement and bose.

3. Trench edges sholl be cut a minimum of 6" wider than trench for trenches 3' wide or less; and 12" wider for trenches over S wide.

NOTES TYPE-C

1. Concrete sholl be colored block where required to match existing pavement.

method to be specified by Agency.

2. Minimum concrete thickness:

Alleys and local residential street ---------------5 inches Major streets and highway --------------------7 inches Trench resurfacing in P.C.C. pavement shall have the above minimum thickness or match the existing concrete thickness plus one inch.

whichever is greater.

NOTES TYPE-O

1. A.C. sholl be hot plant mix.

2. A tack coot of asphaltic emulsion or paving asphalt shall be applied to the existing A.C. at all contact surfaces and to portland cement concrete prior to placing new A.C.

3. A.C. resurfacing sholl be seal coated with on emulsified asphalt and covered with sand. Chip sealing shall be applied as required by Agency.

TRENCH RESURFACING TYPES C AND D

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Branch Head: Revision: Detail Number:

Public Works Office 8.4 A-2

X

4ID

X = ~ CD

~ ;s. ~ c

CD ~ ~

M

TYPE A

1/8" to 1/4" wearing surface of Class F asphalt cantrete

Existing base or old concrete pavement

Concrete encasemem f480-D-2000)

Select material and for option See Note 10.

Concrete trench cover (560-&·3250)

(MIx.)

TYPE B

Feather to meet

NOTES

Project Title:

1. Concrete encasement or sand cement sturry bKtfill shall have a maximum stump of 4 inches.

2. Concrete encasement and sand cement slurry backfill shall be thoroughly consolidated 10 encase conduits.

Tampers or vibrators shall be used.

3. Concrete snail be screeded off to matthexisting pavement grade and floated to assure proper edge match.

4. A tack coat shalf be applied to the concrete and existing aspbalt pavemen1 prior to placing the new asphalt pavement wearing surface.

S. Existing A.C. pavement will n01 require sawcutting when using rockwheel far excavation.

6. Concrete trench cover shalJ be a minimum 5 1/2 inches thick in alleys or local residential streets am! 7 incbes thick in all other streets.

7. AJIow conaete baddW or concrete trend1 cover seven calendar days minimum but no longer tban thiny talendar days to curl! and dry before applying the asphalt eontrete wearing surface.

S. In major or "rime anena! strUts. an approved set accelerating admixture. such as Calcium Chloride. may be used only with prior approval of the agency', Engineer.

9. Only type A shill be permitted for supply tables of 150 volts or less. See California PublCc Utility Commission General Order No. 128. Ruie 33.4 O. {1} (bt.

1 O. Seiect material with a mininam sand equivalent af 50 shaI be bactfilied to 3'" min. ahove tbe conduit.

Sand ceme'J1t _rry backfiI (100-E·100) may be substitutd for seCt material

NARROW TRENCHING TYPES A AND B

BACKFILL AND RESURFACING

Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.4 A-3 x c ., Co ~ CO')

2" Asphalt concrete (Minimum)

Existing A.C.

and base Piane 1~'

(Min.)

. 0.·.·

W (MiL)

TYPE C

NOTES

~--- Cement siurry baclcfill -- (19o.E-400) or (380-E.aDO.

See note 1. c .

1. Cement Slurry Backfill:

a. Cement sturry backfill shali have a maximum siump of 4 inches..

··0· . .

LJ

(Max.)

TYPE 0

b. Cement slurry backfill shart be thoroughly consolidated to encase conduits,. .

Tampers or vibrators shall be ~.

c. Cement slurry backfill sbail be as follows:

Alleys and local residential streets •••• Class (19o..E-400) AU other streets •. . . . • . _ . . . • •. Class (380-E-800)

2. A tact. coat shall be applied to the cement slurry backfill and existing asphalt pavement prior to placing the new asphalt surface.

3.. Asphattie Concrete Resurfacing:

TypeC

a. Allow cement slurry backfill 24 hou~ minimum to cure before resurfacing.

b. Thickness shall match the existing A.C. with a minimum of 2 inches.

c. A.C. shall be hDt mix.

TypeD

a. Allow cement slurry backfill seven days minimum to cure before planing.

b. Plane existing asphalt pamnent and sluny backfill 1 inch minimum or one half thickness of existing A.C. not to exceed 2 inches..

c. A.C. sbail be hot mix.

c -x ..

!! Co

CO')

4. A.C. resurfacing shall be sealed or chip seated when required by the agencies Engineer.

5. Existing A.C. pavement wm not require sawcuning when using roci:wheel for excavation.

Project Title:

NARROW TRENCHING TYPES C AND D

BACKFILL AND RESURFACING

Drawn By: Issue Date:

Branch Head: Revision:

Public Works Office

Project Number:

Detail Number:

8.4 A-4

Protection Posts (W-16) when required by Agency

FIRE HYDRANT PROTECTION POST

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.4 B-1

STREET LOCATIONS

I ~ I 1- , , j I I f I I I J I I , J I , I I Ie I Ie -I ., ·r

'-+ --11 __ ...JL __ III-

WI

-d

-I , I ~ I II' I I r J I

I I I I , , , ~ I I , I ...

I I I J i

I I "C W

I I I f • ~ jJ I iii J I .., "'C ::; :;

f & I I c .t:: en

IIj I r 0 ,+

.1 .. FREEWAY LOCATION r

Marker lilT

LS'·

MARKERS - Shall be blue 2-way stimsoniUl lifelite 88AB or equal.

ADHESIVE - An ample amount of two part ( A&8 ) epoxy or equal.

SURFACES - Clean and dry prior to installanon per manufacturer's DETAil recommendations. Install markers with reflective surfaces facing oncoming vehicles and offset 2" from lane lines toward fire hydrant.

NorES:

1. Fire Dep~rtment wifl provide location (s) for all markers in PRO's, CommerCial Lots and other areas outside of Public Right of Way.

2. Marlcers must be installed at all new and relocated hydrants and within all resurfacing projects.

3. For streets without lane lines or streets with r.med pavement maricllrs and no painted lane lines. instil" markers 0" from centenine or existing markers.

FIRE HYDRANT MARKERS

LEGEND ON PLANS

Marker •

Fire Hvdrant ?

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.4 8-2

NOTES:

PLAN

10' unlm otherwise shown on plan

SECTION A-A

1. Concrete shall be 56D·C-3250.

2. ----------- =Weakened plane joints.

3.' ~ "'Typical flowlines.

4. 0 =Elevations to be shown on plans.

5. Return segments to be r Tlick.

l/'r' R typical

Top of Paving

Base material as shown on plans

6. Curb between p.coif.s shall be considered as part of cross gutter. LEGEND ON PLANS

Project Title:

7, In aa cases subgrade sbaI be compacted iD 95% min relative compaction tD a depth af 12-, CROSS GUTTER

Drawn By: Issue Date:

Branch Head: Revision:

Public Works Office

Project Number:

Detail Number:

8.4 C-1

~)~::~::r..,,;;,- .

I· 11"

2" Weakened Plane Joint

Gutter Line.

8"

~:,c.:"'.:

13"

6" CURB 8'" CURB

Area = 0.89 SQ. FT. Area ::; 1.09 Sa. FT.

::; Width Shown on Plans "$ 18- min.

c.:I r----- --"\

I -g\ I C; CD, Gutter Elevation I ia c.!h

I :2!\ + I ...... \

: JC§~~~\~~==~~~~7;~~~~ : \

f I I I I I I l ; Weakened Plane JGint

~----------------. Existing Curb 1 112" except where elevations shown indicate otherwise

GUTTER

·1

2" Weakened Plane Joint

NOTES: LEGEND ON PLANS

1. Concrete shall be 520-C·2S00.

2. See Standard Drawing G,10 for joint details.

3, Slope top of curb 1/4" per foot toward street.

CURB AND GUTTER - SEPARATED

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.4 C-2

2" Weakened Plane Joint

CD

c»

.t:: c ~"i c c

1" R ..i c -= ) .. --... "II/It. -!- ... -.-.

\ .,.' ::.::.':' ..... :., 112" R "':-:-:;:

_. _ ... ' 1/11> .. ::...:...:...:.

1 1/2" except where elevations shown indicate otherwise.

t---!::~>-~~"':":'-"" _--:!..-w --·"':::":":~'~"~IL1~

TYPE G & H CURB

TYPE W

"AREA

SQ. FT.

S 24" 1.34 H i3O'" 1.61

.. with 6'" Curb Face

NOTES:

1. Concrete shaJl be 52o.C-2500.

2. See Standard Drawing G·l0 for joint details.

3. Slope top of curb 1/4" per foot toward street.

LEGEND ON PLANS

CURB AND GUTTER - COMBINED

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.4 C-3

1/2lrR ~

Project Title:

3' - 0' l' - s" 2' - 0"

~: ~kened Plane Joint

:-., .' .' ..... . ·4 .

. A .' ." ".". '. :. :t:.: : .

CURB AREA

(2.23 sq. ft.)

NOTES:

t. Transition to type G curb at all curb returns, except where sidewalk ramps are provided, and at all cul-de-sacs with drainage structures.

2. See Standard Drawing 0-&.1 for Rolled Curb Inlet.

3. Concrete shall be 520-C-25oo.

4. See Standard Drawing G·10 for jOint details.

ALTERNATE CURB AND GUTTER - ROLLED

FOR HOUSING AREAS

Drawn By: Issue Date:

Branch Head: Revision:

Public Works Office lJ201 R

LEGEND ON PLANS

Project Number:

Detail Number:

8.4 C-4

. ~~·r·.\:·: ...

I .. 9"

B-1

4" 2" Weakened Plane Joint

Top of Pavement c .. c ::l

::l ...

.&:I t;,) c.::>

5" 4"

1(2"

B-2

AREA = 0.79 SQ.FT. AREA .= 1.29 SQ.FT •

U::! 2" Weakened Plane Joint

B-3 B-4

.. c ::l

2"" Weakened Plane Joint

Top of Pavement

AREA == Q.29 SQ.FT. AREA :; 0.35 SQ.FT.

NOTES

1. Concme sbaI( be S2Q.C-2500.

2. See Standard Drawing G-l0 for joint details.

3. Extruded type 8-3 curb shill be anchored to existing pavement by placing $teet dowels and reinforcing suet as shown or by using an IPProvetf adhesive.

CURB AND GUTTER - MEDIANS

Project Title: Drawn By: Issue Date:

Branch Head: Revision:

Public Works Office

LEGEND ON PLANS

Type 8·2 Curb and Gat1!r

TVpe 8-1, B-3. B-4 Curb

Project Number:

Detail Number:

8.4 C-5

Non·contiguous Sidewalk Driveway width shown on ptans

.,-__ -,::=~=~:-"'!"'"'!"""""'!": ."'7'. _ •• :-:.'!'"". -:-. ~'. ~. :-:--:-:",~·,:,,:,Ir-:--__ ~_J;,r __ property Line

,.F---' ';- Contiguous Sidewalk

Curb

3'-0"

PLAN

Curb Opening" DriftWaY Width + 12'

Driveway width shown on plans 12HR

{S-§, ",I, ,.~dc.~·,I~~ Bottom of curb ELEVATION 12HR (typ.)

Edge of sidewalk • f

SECTION

NOTES

Project Title:

1. No concrete shah be placed until forms and subgrade are inspected by the Agency.

2. Concrete shall be 52G-C·2500.

3. See Standard Dl'lMing G-15 and G·16 for width and location requirements.

4: See Standard Dli1Wings G·2 and 6-10 for curb and joint details.. LEGEND ON PLANS

'.. H .. :·1 It of Alt. Commercial rn- Driveway

CONCRETE DRIVEWA V I COMMERCIAL ALTERNATE

Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.4 0-1

'OPNEWAY WIDTH SHOWN 00 PLANS

rPROPERTY UNE

,-----~~~~~--~~----~--r_----~---

CONTIGUOUS SIDEWAlK

3'-00 3'-0" PlAN

3'-0" 3'-0-

Ct.RS OPENING '"' DRNEWAY WlD1l-! + 12'

ORM:WAY WIDTH SHOWN ON PLANS

{ ............ 0i

12"R (TYP.)

BOlTOM OF Ct.RS ElEVATION

EDGE OF SlOCWAU< --.-4

I _____ ~ 1" ABOVE GUTTER

5 "V2'" L NORMAl. RISE 'V"'~. PER FOOT l lr--:. -.,.....-.. .....-..:.. '.'

NOTES:

1. CONCRETE SHAll. NOT BE PLACED UNTIL FORMS SEcnON V2"R

AND SUBGRAOE ARE INSPECTED AND APPROVED

BY ENGINEER

2. CONCRETE SHAI..L BE 520--C-2500

3. SEE STANDARD DRAWING G-15 AND G-1B FOR WIDTH AND LOCATlON

REQUIREMENTS.

4. SEE STANDARD DRAWING G-2 AND G-10 FOR CURB AND JOINT DETAILS

5. METER BOXES SHAll. NOT BE LOCATED WITHIN DRIVEWAY - SEE W-15

6. DRIVeWAY IN EXCESS OF 1SO'IN LENGTH FROM CURB FACE SHALl.

REQUIRE MINIMUM r P.C.C.

7. DRIVEWAY SHAll BE A CONTINUOUS POUR FROM BACK OF CURB TO

PROPERTY UNE.

COMMERCIAL CONCRETE DRIVEWAY

Project Title: Drawn By: Issue Date:

Branch Head: Revision:

Public Works Office

LEGEND ON PlANS

Project Number:

Detail Number:

8.4 0-2

Project Title:

REQUIREMENTS FOR DEAD-END AND LOOPED ACCESSWAYS

LENGTH m!m2 TURNAROUNQ REQUIRED

0-150' 20' None Required

150'·300' 20' 70' Diameter CuJ...de-sac 120' Hammerhead

300'·750' 26' 100' Diameter Cul-da.sac '50' Hammerhead

OVER 750' - SPEC3Al APPROVAl REQUIRED

Curves and topographical conditions could alter the requirements for turnarounds and the width of accessways. When access road is serving more than 100 units two means of access are required.

RREPREVENTIONBUREAUPOUCY

Drawn By: Issue Date: Project Number: II

Branch Head: Revision: Detail Number:

Public Works Office 8.4 E-1

8.5 Parking Details and Standards

form of product sheets. This reference is for establishing the design type or style and is not an endorsement for the product manufacturer. Substitutions for "like" or similar products are acceptable. All product types must be approved by the AC/S Facilities prior to installation.

8.5 A-1

8.5 A-2

8.5 A-3

Handicapped Parking Space Pavement Symbol Disabled Parking Wheel Stop and Temporary Parking Lot Detail

Base Exterior Architecture Plan

Walk or Planting Wheel Bumper. Typ.

108'" min so" 10a" min

DOUBLE TYPE

Curb Pointed

Blue Typ.

Handicapped Parking Sign, Typ.

3S- Typ.

Typical Symbol

4" blue stripe with white background. typo

1208.' mi'J,ls(t I mm r

. SINGLE TYPE

HandIcapped Parking Sign Typ.

Curb Painted Blue Typ.

~====~~1...;J..;~;:::::=====~:::::!r;~=======_- Curb. Fence. etc.

HANDICAPPED PARKING SPACE

Project Title: Drawn By: Issue Date:

Branch Head: Revision:

Public Works Office o 0

30 - 90

4" blue stripe with white background. typo

Typical Symbol

Project Number:

Detail Number:

8.5 A-1

3' Min.

r, t~

:J J

I Ii-- I ...

"'\ I--!--

I--

I

I \\ t--~ '1 \ ~ 1\ \. V ~ c;;:-:..r-- ~ ,....... __ / / r ~ - --f"1

(0) SYMBOL PROPORTIONS

......... -tNTERNATIONAL SYMBOL

Project Title:

(b) DISPLAY CONDITIONS

NOTES:

1. Pavement symbol shan be pointed white on a blue background.

OF ACCESSIBIUTY

2. Blue color should match color No. 15090 in the Federal Standard 5950 as specified in Section 522(b)2.

PAVEMENT SYMBOL DISABLED PARKING

Drawn By: Issue Date:

Branch Head: Revision:

Public Works Office

Project Number:

Detail Number:

8.5 A-2

STEEL R.EINFORCED

PRE-CAST CONCRETE

Wl-!EEL5TOP

2" TO 3"

P.C.C. CUR£3 .

SIDEWALK

12" LONG -4 RE6~

l-!OLD-DOUN

COMPACTED --

SUeGRADE

WHEEL STOP AND TEMPORARY

PARKING LOT SCALE, N.T.S.

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.5 A-3

8.6 Pedestrian Circulation Details

and Standards

This section provides reference to specific products in the form of product sheets. This reference is for establishing the design type or style and is not an endorsement for the product manufacturer. Substitutions for "like" or similar products are acceptable. All product types must be approved by the AC/S Facilities prior to installation.

8.6 A-1

8.6 A-2

8.6 A-3

8.6 B-1

8.68-2

8.6 C-1

8.6 C-2

8.6 C-3

8.6 C-4

8.60-1 8.60-2

Pedestrian Ramp Types A and B (New Construction) Pedestrian Ramp Type C General Notes for Pedestrian Ramp Concrete Joint Details Sidewalk Joint Locations Sidewalk-Typical Sections Concrete Walks & Patios Typical Expansion Joint-Tooled Scoreline Concrete Sidewalks Details Slopes on Sidewalk Concrete Steps with Railing Edging Details

Base Exterior Architecture Plan x y Z CT

Curb Ramp SIde Curb Height Lenglh Slope Transition

1" 0,6" 1',6" 0', 0"

Z .. 1',6" l' . 6" 0'·0"

3" 2'·6" l' . S" 0'·0"

4"" 3',6" 2' ,4" 0·0"

S .. 4' ,6" 3' . 0' o ·0"

S" 5'·6" 3' , 0" o ,0"

T 5'·6" 3 ' 0' r·o' 8" 5'·6" 3' . 0' 2' . 0"

CONSTRUCTION NOTES

Set false header for back of ramp at curb heIght above gutter grade to maXImum 6"

Where shown on the plans. construct monolithiC curb for retention 01 street drainage or to meet ad/a cent Improve ment!>.

Top Qt curb

TYPE B

___ CUrb

_P.!::.::2.

'-- See ramp B

TYPE A

SECTION A-A

NOTE

See Stal'lQatd Drawing 6·32 for general ROus.

PEDESTRIAN RAMP TYPES A AND B

(NEW CONSTRUCTION)

Project Title: Drawn By: Issue Date:

Branch Head: Revision:

Public Works Office

Project Number:

Detail Number:

8.6 A-1

---- 12" wide border with %" grooves approx. ~ .. O.C.

Standard sidewalk finish

4' landing (Min.)

SECTION A-A

NOTES

1. Type C IiIImps are only to be used 10 mitigate existing amditions where inadequate right of way exists 10 use standard dlillwing G·27, S·28 or G·30 and are not to be used in new am.stnIttion.

2. See Standard Drawing G·32 tor general notes.

X· Curb Height

4" 5"

6" 7" 8" 9"

10" 11"

12" 13"

PEDESTRIAN RAMP TYPE C

Project Title: Drawn By: Issue Date:

Branch Head: Revision:

Public Works Office y.

Rall11l Length l' . 6"

2'· S"" 3'·6" 4'·6" 5' . 6" 0'·6" 7' . 6" S'·6" 9' . 6"

10' . S-

Project Number:

Detail Number:

8.6 A-2

Project Title:

1. The removal of existing concrete curb. gutter. sidewalk and pavement for pedestrian ramp installation sholl comply with Stand,ard Drawing G-11.

2. Areas shown thus: ~ shail have a heavy broom ~ ripple- texture finish, transverse to axis of ramp contrasting visually with adjoining surfaces.

3. Areas shown thus: I::,;,~>':·<.:·:I are the minimum required for a complete romp installation and shan be concrete closs 520-C-2500.

4. If obstructions such as inlets, utility poles. fire hydrants, etc., are encountered, the ramp locations may be adjusted upon the approval of the Resident Engineer.

5. Romp slope shall be a minimum grade of 15:1.

6. The romp slopes will be measured relative to the sidewalk slope. see Detail A below.

Adjoining slope beyond romp sholl not exceed 20: 1 (5%).

x

Slope = X:Y Where X is level plane

Une of Curb

..... "'.' ....... ' II • •• "".,

DETAIL A

Remove & reconstruct =E _ pavement as shown 3:: -E on plans to provide ~:::i 5% max. slope within

(i) 4' of sidewalk limit.

DETA[l B

GENERAL NOTES FOR PEDESTRIAN RAMP

Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.6 A-3

L 1/2-(Povement} 3/8- (Sidewofk)

EXPANSION JOINT

Preformed Joint filler

WEAKENED PLANE JOINT

GUTIER AND PAVEMENT

KEYED JOINT

1/2- x 24- Smooth, Greased or Oied Bar. 30'" c.c.

CONTACT JOINT

WEAKENED PLANE JOINT

CURB AND SIDEWALK

CONCRETE JOINT DETAILS

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.6 8-1

Mid Point of Curb Return

P.C.R.

a

NOTES

1. Expansion Joints -It curb returns. adjacent to. stlUc:tUJ1!S and at 45' inmcvats.

(See Standard Drawing G·10).

Project Title:

2. Weakerled Plane Joints-_ at mid point of curb return, _en required, and at 15' intervais from P.C.R:s (See Standard Drawing G·lO).

3. 1/4" grooves --with 1/4" radius edges at 5' inteMIs.

SIDEWALK JOINT LOCATION

Drawn By: Issue Date:

Branch Head: Revision:

Public Works Office

Project Number:

Detail Number:

8.6 8-2 varies Width as sIlown on plan

I, 112"R=1

- 1/4" per 'It. ~ , ____ ~--__ --__ ~~~-!r---~~~---t--------T.~~~.~ .. :~~.

I r

,..__ I I

: ---------__ -/ I I I I I

• I

---------_ I ----- ............... _----..!

Weakened Plane Joint

NON-CONTIGUOUS

Width as shown on plan

112"R;:1 ---.·~f;.,~i

Project Title:

I I I , I

'--_____ I ------------------J

Wakened Plane Joint

CONTIGUOUS

NOTES

1. Concme shall be 52O-C·2500.

2. See Standard Drawing G·g and G-l0 for joint drtaits.

SIDEWALK - TYPICAL SECTIONS

Drawn By: Issue Date:

Branch Head: Revision:

Public Works Office

LEGEND DN PLANS

Project Number:

Detail Number:

8.6 C-1

r--------------------- CONCRETE PAVING

. . : '1/2"

.... -'0 . .

MIN. 4" THICK

.,,--.,c::.=====;:---- ASP HALT I MPREG.

. ". FIBER EXPANSION

JOINT FILTER

rwo::----.------- EXPANSION JOINT

SEALING COMPOUND

I~_- COMPACTED SUBGD.

TO 90% MIN.

r--------- 1/211 RADIUS TYPICAL

. . 0 !II -

*' 0 rL~ II I J=

NOTE:

EXPANSION JOINT SPACING

NO GREATER THAN 10'-0",

TOOLED JOINT LOCATIONS

AS REQUIRED SLAB WILL

CRACK AT THESE JOINTS

FIRST.

TOOLED JOIf\JT

Project Title:

CONCRETE WALKS AND PATIOS

TYPICAL EXPANSION JOINT

TOOLED SCORE LINE

Drawn By: Issue Date:

Branch Head: Revision:

Public Works Office

Project Number:

Detail Number:

8.6 C-2

-lc:'.)'NT

~~~--~~~~ir-~~~~~~~--___ 4·~~ ~ W~M .(jjoo~)C .-/_ W'Iiii:.U:) 'WIR.E, ~

~. 1'Ik:N.~.......e.

~ fllllUii.:::.'WL.IaN'T' -..Ic:;IcNT

+~~",,~~~~r~;;~~~rr-=~- ... " ~1IU!£'T"'IiL ~ W'f""n-+ """x.c:;"r.x~~~ ~ MI!!!::!w-c

~SIoc:>N -ruee.

°",,",, ___ '2.1 ~ ~

@ Expo."'. , ..... Con'- Shl<walk

Ei::>ClSfl~ ~ .:w..,.....e.

~. 0t.AI 1Ii£1~ x t'-'!!!:1 $TIiiaL..

..:.::la==l!-_---::;..-r--~=- AT ::z:-c· c.c:.

~jirI""'---------4",,--_5· ~ ~ WfTH

~)C'~. WE'~ W11"C.11L ~

""!'!:I--------....I..---1Z! ~ ~

_--------_ ~ oe8I:A.OII!: © New ........... , .,.;mn. walk

CONCRETE SIDEWALK DETAILS

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.6 C-3

Project Title:

1-51. Accessible Building Entry

Typical Curbed Ramp Approach

<l-----I,% n1mm":lGill'iiUm1JitkilJ/tijj!ll13il§ijI!@I,i Slr:::e:~ON~

~'G,t;ii,i"'iJailQilt!:iIli&'

Poured Concrete Walk, 6"

1-55. Stabilized Gravel Walk

1-56. Stone Walk

Ii" ~ION JOIMT

111 :!/,DO\'Iu, SLOPES ON SIDEWALK

Drawn By: Issue Date:

Branch Head: Revision:

Public Works Office r···i

Project Number:

Detail Number:

8.6 C-4

N X Ci1 r:

Project Title:

SEE FLAN

FOR

LENGTI-I

TYP.

1 112" x I In' STEEL I-4ANDRA[L

1/2' RADIUS

52fZ)-C-25fZ)fZ) CONCRETE

SLOFE 114" ON TREAD

TYP!CAL 3' BORDER WI TI-4REE 1/4'

GROOVES, APFROX. 3/4' O.C.

NO. :3 REBAR IN NOSE

NO.4 REBAR, 12" O.C.

NO.4 REBAR, 24' O.C.

NO.4 REBAR, 12" O.C.

EXPANSION JOINT

CONCRETE WALK, SEE DETAIL ®

NOTES:

L SIZE AND NUMBER OF TREADS AND

RISERS PER PLAN

2. BROOM FINIS"'; ON TREAD, TROUJEL

FINISI-i ON ALL OTI-iER SURFACES

3. LOCA TE I-4ANDRAIL ON eOTt4 SIDES

CONCRETE STEPS WITH RAILING

NOT TO SCALE

Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.6 D-1 r----MULCl-! (MIN 2") pvC SLACK EDGING (TYP) r; LANDSCAPERS1GRADE

~EXISTING CONCRETE SIDEWALK

,-------MULCH (MIN 2")

o ML vAPOR BARRIER PROVIDE THfCKENED EDGE

(MIN. 0 '1 AWAY FROM BORDER;

PROVIDE MIN. III WEEP

~~~-~-L?-'~-.T-.S-~_E_T_A_I_L_S------__________ _

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.6 0-2 j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j

8.7 Signage Details and Standards

form of product sheets. This reference is for establishing the design type or style and is not an endorsement for the product manufacturer. Substitutions for "like" or similar products are acceptable. All product types must be approved by the AC/S Facilities prior to installation.

8.7 A-1

8.7 A-2

8.7 A-3

8.7 A-4

8.7 A-5

8.7 A-6

8.7 A-7

8.7 A-8

8.7 A-9

8.7 A-10

8.7 A-11

8.7 A-12

8.7 A-13

Street Name Sign Street Name Sign Street Name Sign Typical Construction Signs Typical Traffic / Road Signs Disabled Parking Sign Typical Sign Connection Detail Primary Directional Sign Directional Sign Connection Detail

Sign Connection Detail 'War Prize" Monument Sign Detail 2"X2" Pole Mounting Detail 4"X4" Pole Mounting Detail

Base Exterior Architecture Plan

CD 5" U.C. 3-3'4- LC.

® 5116· BORDER

@ 1-314" x 3-'V2· ARROW @BlOCK NUMBER ENDING IN NINE (9) DENOTES

DESCENDING ORDER IN DIRECTION OF ARROW

FOR TYPICAl LAYOUT, ALUMINUM AND REFLECTIVE SHEETING SPECIACATIONS

SEE SHEETS NOS. 3 AND 4.

TYPICAL STREET NAME LAYQlIT

2-11'16"

V2"

FLAT

ORU. /INC TAP FOR 5'16"-18 VAH:JAL. RESISTANT

~gww~LGS MINIMUM) SHOWN ROTATED 30

DRIll.. 17132" HOLE THRU NEARSIDE Fl.ANGE 1YP 2 P\..CS

NOTES:

DRll AND TAP FOR 5'16"-18 BOLlS IN UNE Y«TH 17132" DIA HOLES

1. DRAFT ANGLE :f t.WCIMUM

2. PROVIDE 5'16"'-18 x 1" LONG HEX HEAD BOLT. lWO AEallIRED (CADMIUM PlATED)

3. PROVICE 5'16"-18 x 5'16" LONG SERRATED aJP POINT (CADMIUM PlATED). VANDAL RESISTANT

AI..L.Bi I-EAD SET SCREWS. 3 MINIMUM REQURED.

4 .... DENOTES 3-131'16" SPACING StWJ.. MATCH TI£ HOLES IN TI£ e:x:rRUDE> BlADES.

S. POST CAPS 10 BE OlE CAST AUJt.4t.lJM ,euOY NO. 384 OR 38S

6. FRACT10NAL TOlERANCE :: ± 'V32"

7. SIGN POST 10 BE 2 SIS INCH 0.0. PIPE. AU.JMINUM AJ.J.C1'( 6061-16 OR EQUAl..

Project Title:

S«;N BRACKET ASSEMBlY POST r::.N> MOUNT

STREET NAME SIGN

Drawn By: Issue Date:

Branch Head: Revision:

Public Works Office

Project Number:

Detail Number:

8.7 A-1

NOTES

1. DPAFT ANGLE 3' t.4AXJM..).4

2. PROWJE. 5"16 • -18 x 1· LONG HEX HEAD CADMIUM PlATED BOLT (4) FEQUREO

3. • DENOTES 3-1~6" SPACING SHAll. MATCH THE HOlES IN THE EXTRUDED BlADES

4. SIGN TO SIGN 45'" OR 90" BRACKET TO BE OlE

CAST' ALJ.NINUM

S. FRACOONAL TOI.ERMICE = :I: V32"

£SYM

-$: 1-

I

~SYM

ORIU. 17132" HOLE THRU NEARSIDE FLANGE TYP 4 PLCS

DRILl. AND TAP FOR S"16" -18 BOLlS IN LINE WITH 17132" ClAM. HOLES

CURS & SloeNALK SETBACK SICEWAU< WIDTH

SIGN TO SIGN BRACKET ASSEMBLY

CON11GUOUS €!tOR LESS

CONnGUOUS MORE THAN €!t

SEPARAiE --

SIJI:.WM.K

WDTH

2.'- 6"

2.'- 6·

LOCATION NOTES

1. ALONG M6.J0R OR PASMARY STREETS

THERE SHALL BE 2 SIGN INSTAUATlONS PER INTERSECT10N PlACED ON

OPPOSITE CORNERS

10" DIAMETER FOOliNG

OF S2O-C-2SOO

CONCRETE

STREET NAME SIGN LOCAllON iNJMBERS INDlCAiE PRIORITY OF lOCAl1ON

SB.ECT1ON WHEN THERE IS A CONRJCT

W11H OlHER IMPROVEJveITS)

STREET NAME SIGN

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.7 A-2

STREET NAME SIGN STANDARDS

Rat Blades - 24" to 36": .125 aluminum, 8" wide alloy, 5052-H38 or 6061-T6. 42" to 48": use extruded blades. 9" wide only. Optional to use extruded blades for all lengths of signs.

Reflective Sheeting - Background: 3M High Intensity or equal, #3877 Green-no borders.

Die cut letters - 3M High Intensity or equal, #3870 Silver. A1lletters and numbers must meet State and Federal Specifications. Letter Style:

Highway Gothic. Name of Street: 5" Uppercase, 3-3 14" Lowercase Letters, Series ·C". Ave., St, Blvd., act.: 2" Uppercase Letters, Seiries "S".

Block Numbers: 2" Numbers, Series "0", use extended spaceing between numbers.

Block Number Arrows: 1-112" x 2-7 18", as follows

Project Title:

Format of Street Name Signs

Abbreviations: Avenue-AVE Boulevard-BLVD Street-5T Terrace--TER Place-PL Mountain-MTN Court-CT Highway--HWY Drive-DR Parkway-PKWY Road--RD Mount--MT

Spell out all others completely. Allow 2" margin on end of blade.

STREET NAME SIGN

Drawn By: Issue Date:

Branch Head: Revision:

Public Works Office

Project Number:

Detail Number:

8.7 A-3

Note: The reference number below each sign refers to City of San Diego standard drawings.

Project Title:

TYPICAL CONSTRUCTION SIGN

Drawn By: Issue Date:

Branch Head: Revision:

Public Works Office

Project Number:

Detail Number:

8.7 A-4

Note: The reference number below each sign refers to City of San Diego standard drawings.

Project Title:

TYPICAL TRAFFIC I ROAD SIGNS

Drawn By: Issue Date:

Branch Head: Revision:

Public Works Office

Project Number:

Detail Number:

8.7 A-5

o I r...

NOTES:

(~ PARKING

~ ONLY

UMAU1ltOR!ZEI> VEliICl£S NOT OISI'I.A'l'lNC~l'fC

P\.ACAAOS OR UCEHSE PtA'lES ISSlJEO f"OR

OISAl'iL!l) PERSOf<j$

'MU. BE TOWED AWAY AT

OllNERS EXPEHSE

Vah. Code 2251l.8(d)

VAN

ACCESSIBLE

o See Std. Dwg. I M-28B N

Slope to 1/4" above grode o I

N

18" cse- PARKING

~ONLY

UNAUTHORIZED VEHICLES NOT

DfSPlA YlNG DISTINGUISHING

PLACARDS OR LICENSE PLATES

ISSUED FOR

DISABLED PERSONS

WILL BE TOWED AWA Y AT

OWNERS EXPENSE

TOWED VEHICLES MAYBE RECLAIMED

AT

BY TELEPHONING

Veh. Code 22511.8( d)

Sign Detail

1. Sign sholl be constructed of 0 minimum 0.062'" thick aluminum.

2. Lettering. symbol and border sholl be reflectorized white. on 0 blue background.

3. Lettering shoH be 1 inch and 2 inches high.

4. Where space is designed far van accessibility, a sign "VAN ACCESSIBLE:" sholl be installed.

5, Minimum von accessible vertical clearance is 8'-2-, DISABLED PARKING SIGN

Q) ..0

..r::.

U)

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.7 A-6

Project Title:

SIGN ---FACE

MASONRY WALL

2" x 411 X 3/110" X lV2 •

GALvANIZED METAL ilL H BRACKET

3-'4' PLYWOOD SIGN

TYPICAL SIGN CONNECTION DET AIL

SCALE· N.T.S.

Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.7 A-7 l Most arm ., ---";""'---0 .

Span

Moximum sion

L= SiO" panel fenoth

Wltkwoy brackets

Orill ond top for 1'/2· conduit and provide hand hole typo ct Post a <l C.1.0.H Pile

_--:-,.--5ee Nota 3

See Note 6 l.,c Bot tom of ban It . ~----------~~~~~~~---------------,~,----+

Project Title:

(S .. Formot ,heeJ)

VERTIC A L POST CANTILEVER .... =;

A For vertical post cantl1evers add 2".()" to the venical post span and enter table to pi'opet' eclumn with know panel depth ·0· and appropriate heigh! "h", B. Read down cofumn 10 desired span length.

C. Determine Pipe Post "Cia" and ". for elbow by reading 10 the left horizontally.

1. The maximum sign panel ovenap onto 1he post elbov shaD not e.wceed 6'.()" from the field splice.

2. 'Nhen .severa) sign panels are 10 be Installed with a space between Ihe panels, the space shall be as smalt as possible and 2' maximum.

3. An posts between base plate and field spl'lCe are Extr Strong pipe. All mast arms are Slandard pipe.

4. During sign erection 1he pes! shall be raked as necessary with the use of the levermg nuts to make the sign pane! level,

5. AllinaJ position of post aJllop and bonom anchor bolt nuts shaA be wrench tightened against base plate.

S. Orin and tap for 1 1/2· chase nipples and prug with recessed pipe plugs. Place perpendicular 10 sign panel axis and away from approac:htng trafflc.

PRIMARY DIRECTIONAL SIGN

Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.7 A-8

Project Title:

r--- TOP OF SIGN FRAME

1- liSP o o

WELDED TO POST

GALVANIZED METAL ·L~ BRACKETS

ATTAC~ED TO FRAME WITH

WI (4) 2" METAL SCREWS

DIRECTIONAL SIGN CONNECTION

SCALE· N.T.S.

Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.7 A-9

_____ ---, ~PRECA5T CONCRETE CAP

~ 24" /

3" GALv. METAL wL' BRACKETS

ATTACHED TO COLUMN

WI (4) MASONRY BOL T5

TOP OF SIGN FACE

SFL fT FACE C.M.U.

'------SMOOTI-t FACE OR

PRECISION CONCRETE BLOCK

~--~C-I~-L~-IN-.TC-.S._O_N_N_E_C--T_IO_N----------

Project Title: Drawn By: Issue Date: Project Number:

Branch Head: Revision: Detail Number:

Public Works Office 8.7 A-10

RECESS FOR

BRASS PLAQUE

r---12~ ______ PRECAST I,..c;;.._ ----~--.::::...,I----__ __1i I CONCRETE CAP

PRECAST CONCRETE

ROUND OR SQUARE

CONCRETE FOOTING

"w AR PRIZE·'

SIGN.

Project Title: Drawn By:

Branch Head:

Public Works Office

SCALE· N.T.S.

Issue Date: Project Number:

Revision: Detail Number:

8.7 A-11

NOTES

1. Structural steel tubing used for post k sleeves shoji be galvanized 12 gauge cad rolled steel, of the nominol dimensions shown hereon and meet the requirements of ASTM A446 Grade A.

2. Goivonizing shall be per ASTM A525. Posts k slee...es shall have 7/1S" dia. holes spaced 1· a.Co ±l/S- & shall hove no more variation in straightness than 1/16" in 3'. Posts sholl be square within ±O.014-. have twist no greater than 0.062" in 3' and have comer radii of 5/32" ±1/64".

3. The signs sholl be mounted on…