2023-08-14 ATT 4 Farragut Connector Plans and Specifications.pdf — City Council Meeting Agenda, August 14, 2023

LINDA ENDLER DESIGN & ASSOCIATESLinda Endler, P.L.A., License #[email protected]. BYREVISIONDATEAPPR. Sheet of Sheets SHEET NO.FARRAGUT CONNECTOR REPLACEMENT PROJECT

CITY OF CULVER CITYPUBLIC WORKS DEPARTMENTCULVER CITY, CALIFORNIA 321
SENIOR ENGINEER DATEREVIEWED BY 1-800-227-2600DIAL TOLL FREEAT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT (USA) SHEET INDEXGENERALCOVER SHEETC-0SURVEYC-1ELECTRICALELECTRICAL SITE PLANE1.01ELECTRICAL SITE DETAILSE1.02ELECTRICAL SITE DETAILSE1.03LANDSCAPEDEMOLITION PLANL-1.0LAYOUT & MATERIALS PLANL-1.1CONSTRUCTION DETAILS IL-1.2CONSTRUCTION DETAILS IL-1.3CONSTRUCTION DETAILS IL-1.4PAVEMENT SIGNAGE & STRIPINGL-1.5PLANTING PLANL-2.0PLANTING DETAILSL-2.1IRRIGATION PLAN & LEGENDL-3.0IRRIGATION DETAILSL-3.1IRRIGATION DETAILSL-3.2IRRIGATION NOTES & MWELO REQUIREMENTSL-3.3IRRIGATION CALCULATIONSL-3.4 FARRAGUT CONNECTOR REPLACEMENT PROJECTProject Description:Widen and replace the existing Farragut Connector passageway between Jackson Avenue andFarragut Drive, enhanced by new paving, landscaping, security lighting, as well as calmingtraffic methods to accommodate both pedestrians and cyclists.Total Square Footage: 3290 Sq. Ft.Landscape Footage: 1150 Sq. Ft.Neighborhood Map:

COVER SHEETC-0
FARRAGUT CONNECTORPROJECT TEAM:Design:Linda Endler Design & Associates, Landscape [email protected] Owens, West Coast Design Group, Electrical & Lighting [email protected] of Culver City:Joe Susca, Senior Analyst, City of Culver City Public Worksjoe.susca@culvercity. orgHong Wang, Senior Civil Engineer, City of Culver City Public [email protected] Withers, Parks Supervisor, City of Culver City Parks & [email protected] 1 18 LTE 7-20-23 LTE 5-23-23

FD. SPIKE & TIN, DOWN

0.2', PER C.C.F.B. 6, PG. 92
FD. L&T, AT 1.0' O/S NE'LY P/L PRODPER P.W.F.B. 1116, PGS. 266-267, & FD. LT&T, RCE 14356, NO REF.,
HELD FOR 1.95' O/S NE'LY P/L PROD
ESTAB. AT MID POINTFD LT&T, RCE 32761, NO REF.,N31°52'23"E, 2.14' FROM CORNER FD. S&W, LS 4449, PERP.W.F.B. 1116, PGS. 1123-1124
FD. PK NAIL, DOWN 0.2', PERP.W.F.B. 1116, PGS. 373-374 &P.W.F.B. 1116, PGS. 463-464 FD. L&T, TAG MISSING, HELD FOR

1.0' O/S NE'LY P/L PROD PER
P.W.F.B. 1116, PGS. 266-267
ESTAB. AT REC. ANGLE & DIST.
(135.00') FROM NE PER TRACT NO.
1775, M.B. 21, PGS. 190-191
ESTAB. AT MID POINT
ESTAB. AT REC. ANGLE & DIST.
(135.00') FROM NE PER TRACT NO.
1775, M.B. 21, PGS. 190-191
N 38° 35' 15" W
1018.85'
135.00'N 51° 24' 45" E
N 51° 24' 45" E

30.00'

9.55'

34.70'
N 51° 24' 45" E 135.00'

25.00'
N 38° 35' 15" W

25.00'
N 51° 24' 45" E

30.00'
PARCEL B, C of C
INST. NO. 20181290055 O.R.
(REC. 12/19/2018)
10' WIDE SEWER EASEMENT PER
INST. NO. 20181290058 O.R.
(REC. 12/19/2018)
PARCEL A, C of C
INST. NO. 20181290055 O.R.
(REC. 12/19/2018)
15' WIDE PROPERTY GRANT TOWS INVESTMENT PROPERTY, LLCPER INST. NO. 20181290056 O.R. (REC. 12/19/2018)
SHEET NO.

C-1
OF 1 SHEET
PREPARED FOR:

CULVER CITY PARKS
& RECREATION
4201 JACKSON AVENUE,

CITY OF LOS ANGELES, COUNTY OF LOS ANGELES
JOB NO. 21-6472
SCALE: 1" = 16'
DATE: DEC., 2022
DRAFTED: SDN

TOPOGRAPHIC SURVEY MAP
POR. LOT 38, BLOCK 4, TRACT NO 1775
M.B. 21-190/191
DATE
P: 818.991.1040
31238 Via Colinas Suite H, Westlake Village, CA. 91362

REVISION NOTES
ASPH. ASPHALT CONCRETE
CONC. CONCRETE

AC ASPHALT

EC EDGE OF CONCRETE

EG EDGE OF GUTTER

FL FLOW LINE

FS FINISHED FLOOR

NG NATURAL GROUND

TC TOP OF CURB

TW TOP OF WALL
ABBREVIATIONS:

DESCRIPTIONBY
www.chrisnelsonassociates.com

SEWER MAN HOLE

CHAINLINK FENCE/ VYNL
FENCE

METAL FENCE (WROUGHT IRON
FENCE)

WOOD FENCE
WALL

CENTERLINE

PROPERTY LINE
LEGEND:

LOT LINE

ROW LINE
DATED:DECEMBER 20, 2022
BASIS OF BEARINGS:

THE BASIS BEARINGS FOR THIS SURVEY IS BASED ON THE CENTERLINE OF JACKSON AVENUE AS SHOWN ON THE P.W.F.B. 1116, PAGES 463-464 AS N 38° 35' 15" W

VICINITY MAP

NO SCALE
ATTENTION:

IF THIS MAP IS PROVIDED IN AN ELECTRONIC FORMAT (IE: CAD) AS A COURTESY TO THE

CLIENT, THE DELIVERY OF THE ELECTRONIC FILE DOES NOT CONSTITUTE THE DELIVERY OF OUR PROFESSIONAL WORK PRODUCT. ONLY THE SURVEYOR'S SIGNED AND SEALED

PAPER PRINT OR PDF FORMATTED DRAWING CONSTITUTES OUR PROFESSIONAL WORK PRODUCT. IN THE EVENT THAT THE ELECTRONIC FILE IS ALTERED, THE SURVEYOR'S

SIGNED AND SEALED PRINT OR PDF FORMATTED DRAWING MUST BE REFERRED TO FOR THE ORIGINAL AND CORRECT SURVEY INFORMATION. CHRIS NELSON AND ASSOCIATES, INC. SHALL NOT BE RESPONSIBLE FOR ANY MODIFICATIONS MADE TO THE PROVIDED

CAD FILE OR FOR ANY PRODUCTS THAT HAVE BEEN DERIVED FROM THE CAD FILE, WHICH ARE NOT REVIEWED, SIGNED AND SEALED BY US.

BENCHMARK:

BENCH MARK NO. 17-05511 NAVD 1988 DATUM OF CITY OF LOS ANGELES

SPIKE WEST CURB JEFFERSON BOULEVARD NORTH OF LEAHY STREET ON SOUTH BLDG LINE OF # 10001
ELEVATION = 84.017 FEET(ADJUSTMENT OF 2000)
NOTE:

1. BOUNDARIES SHOWN HEREON ARE PRORATED BY FOUND MONUMENTS AND RECORD INFORMATION.

2. LANDSCAPING AND LANDSCAPE IRRIGATION DEVICES MAY EXIST WITHIN THE PROPERTY AND ARE NOT SHOWN.

3. TREE CANOPIES ARE PICTORIAL, AND MAY NOT REFLECT TRUE DRIP LINES.

4. IF RETAINING WALLS OR SIMILAR STRUCTURES ARE TO BE DESIGNED FROM TOPOGRAPHY

SHOWN HEREON, THE ELEVATIONS OF CRITICAL POINTS CONTROLLING THE DESIGN MUST BE VERIFIED PRIOR TO ADOPTION OF FINAL DESIGN.

5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF THE TITLE REPORT. EASEMENTS IF

ANY ARE NOT SHOWN HEREON

FLOOD LIGHT

GUARD POST

WATER METER

STREET LIGHT PULL BOX

POWER POLE

OVERHEAD ELECTRIC
WIRE
OE
1/10/2023SJW UPDATED BOUNDARY PER CLIENT

PROVIDED DOCUMNETS

SIDEWALKSIDEWALK

WALKBIKE

J A C K S O N A V E N U E
TO FARRAGUTAVE.
28+5029+0029+50

IRRLED UPLIGHT
PB
UtilityPole

TWO-STORY RESIDENCE

DEMO PLAN
IRR/BF

LED BOLLARD
EXISTING 1-1/2" GRSWITH 2 #8, 1 #8 GND

FARRAGUT

J A C K S O N A V E N U E
10157 farragut
LINDA ENDLER DESIGN &ASSOCIATESLinda Endler, P.L.A., License #[email protected] REVISIONDATEAPPR.Sheet of Sheets SHEET NO.FARRAGUT CONNECTOR REPLACEMENT PROJECT

CITY OF CULVER CITYPUBLIC WORKS DEPARTMENTCULVER CITY, CALIFORNIA 321
SENIOR ENGINEER DATEREVIEWED BY 1-800-227-2600DIAL TOLL FREEAT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT (USA) L Exp. 06/30/23RUNo. E11028ESSLLA.NAEII
LINDA ENDLER DESIGN &ASSOCIATESLinda Endler, P.L.A., License #[email protected] REVISIONDATEAPPR.Sheet of Sheets SHEET NO.FARRAGUT CONNECTOR REPLACEMENT PROJECT

CITY OF CULVER CITYPUBLIC WORKS DEPARTMENTCULVER CITY, CALIFORNIA 321
SENIOR ENGINEER DATEREVIEWED BY 1-800-227-2600DIAL TOLL FREEAT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT (USA) L Exp. 06/30/23RUNo. E11028ESSLLA.NAEII
SCOPE OF WORK:1. ORDER NEW METER PEDESTAL (BY CITY)2. INSTALL NEW CONDUIT FROM EXISTING PEDESTAL3. INSTALL A NEW QUADPLEX BREAKER, 1 OUTER 2P 30A AND 1 INNER 2P 30ACONNECT (2) CIRCUITS TO NEW BERAKER.4. INSTALL (2) NEW 1P 20A BREAKERS FOR THE WORK AT THE CONNECTOR.5. INSTALL A NEW 2P 30A LIGHTING RELAY FOR NEW LIGHTS6. INSTALL NEW PEDESTAL WHEN READY (APPROX 9 MONTHS) LINDA ENDLER DESIGN &ASSOCIATESLinda Endler, P.L.A., License #[email protected] REVISIONDATEAPPR.Sheet of Sheets SHEET NO.FARRAGUT CONNECTOR REPLACEMENT PROJECT

VERIFY DISTANCE WITH LANDSCAPE ARCHITECTBASED ON TREE HEIGHT AND ROOT BALL SIZE 1 3 4
6 78
9 1011
11 8
9 7
7 12
4 5
4 2
3 4
4 CHAIN LINK POSTS TO REMAIN ALONG SOUTHEAST PROPERTYFOR NEW FENCING 6 DEMOLITION NOTES 1. The Contractor shall verify the location of all site utilities prior to beginning demolition. The Contractor bears full responsibility for this work. Any damage to utilities which are to remain caused by any person, vehicle, equipment, or tool related to the execution of the contract shall be repaired immediately at no expense to the owner. The Contractor shall notify Dig Alert (811) 48 hours prior to any excavation.Refer toSurvey Drawing, Sheet C-1. 2. All debris created by removal operations shall become the property of the contractor and shall be disposed of away from the job site daily in a manner and in a location acceptable to the owner. 3. Prior to demolition in the contract limit area, the contractor shall walk the area to be demolished with the Landscape Architect and Parks Supervisor to identify specific limits of work. 4. Notify Landscape Architect & Parks Supervisor prior to construction to verify the final location of sawcuts and concrete removal. 5. Remove 18" of soil in planting areas where paving has been removed. Replace with plant mix as specified in the soil survey attached.

DEMO PLAN
SYMBOLS LEGENDVEGETATION, WEEDS & SOIL TO BE REMOVEDCONCRETE PAVING TO BE REMOVEDCHAIN LINK FENCING TO BE REMOVEDOVERHEAD STEEL TUBING TO CHAIN LINK FENCING TO BE REMOVEDSTEEL POST & FOOTING TO BE REMOVEDNEIGHBOR'S WOOD FENCING TO BE REMOVED (NORTH SIDE)STEEL VERTICAL POSTS @ JACKSON & FARRAGUT (6)EXISTING COBRA STREET LIGHTS (2) TO BE REMOVED 1/8"=1'-0"SCALE:0 8'16'24'32'4' GRAPHIC SCALELINDA ENDLER DESIGN & ASSOCIATESLinda Endler, P.L.A., License #[email protected]. BYREVISIONDATEAPPR. Sheet of Sheets SHEET NO.FARRAGUT CONNECTOR REPLACEMENT PROJECT

CITY OF CULVER CITYPUBLIC WORKS DEPARTMENTCULVER CITY, CALIFORNIA 321
SENIOR ENGINEER DATEREVIEWED BY 1-800-227-2600DIAL TOLL FREEAT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT (USA) DEMOLITION PLAN:1.EXISTING FICUS TREE ON PARKWAY - PROTECT IN PLACE2.EXISTING ACACIA TREES ON SOUTH NEIGHBOR'S PROPERTY - PROTECT IN PLACE3.EXISTING CONCRETE WALL TO REMAIN - PROTECT IN PLACE4.REMOVE CHAIN LINK FABRIC, TOP RAIL, OVERHEAD TUBING, METAL POSTS & FOOTINGS AS SHOWN & HAUL AWAY5.RETAIN EXISTING CHAIN LINK POSTS ALONG SOUTHEAST PROPERTY LINES TO REUSE FOR NEW FENCING,SAWCUTTING PER DETAIL SHEET L-1.46.REMOVE EXISTING WOOD FENCING ON WEST SIDE OF SITE & HAUL AWAY7.REMOVE EXISTING CONCRETE WITHIN PROJECT SITE & HAUL AWAY8.REMOVE EXISTING TREES, ALL VEGETATION & WEEDS AS SHOWN & HAUL AWAY9.REMOVE 2 EXISTING COBRA STREET LIGHTS (Per Electrical Plan) AND RETURN TO PUBLIC WORKS.10.ON EXISTING POWER POLE TERMINATE CIRCUIT ON JUNCTION BOX (per Electrical Plan)11.REMOVE METAL VERTICAL POSTS (5) @ JACKSON ENTRY & (1) @ FARRAGUT ENTRY & HAUL AWAY12.PROTECT FLOWERING VINE ON NEIGHBOR'S FENCE L-1.0 6 18 LTE 7-20-23 LTE 5-23-23

11'-9"
PP

TWO-STORY RESIDENCE
3 6
4 5
7 8
EQ.EQ.CL
13'-1019'-11"
13'-10"35'-0"
PAPA
PAPA
PAPAPA
4 4
4 5
12'-0"2'11'-9"
5' typ.
7'-7"
TYP.
7'-7"
7'-7"
5'-3"5'-3"
2'-0"2'-0"
5'-0"
2'-6"
21'-10"5'-3"
18'-2"
CL1'-8"
13'-10TYP.

TYP.

EQ.EQ.
39'-0" 30'-0"
TYP.

TYP.
5'-0"
IRR/BF
M
1 2
6 5
5 5
5 5 3
5'-3"LOCATION OFBACKFLOWASSEMBLY
5 1
9 9 9'-6"

NEW FENCING USING EXISTING CHAINLINK POSTSALONG SOUTHEAST PL

NEW FENCING USING NEWPOSTMASTER POSTS ALONG REAR PL
MATERIALS LEGEND#ITEM MATERIALCOLORSIZEFINISH/MODEL #SUPPLIER/MANUFACTURERCOMMENTSDETAIL1FENCING - SOUTHEAST PLPOST - EXISTING CHAINLINK STEELPOST 2 78" 2/ L-1.4 FENCINGSELECT REDWOOD1" x 6" x 6' POST LINE ADAPTOR BRACKETGALVANIZED STEEL2 1/2" X 8"PART # WSA212X8CHAIN LINK FITTINGSCHAINLINKFITTINGS.COM2/ L-1.4 CHAIN LINK ROUND DOME EXTERNALPOST CAPPRESSED STEEL2 12" PART # PCD212CHAIN LINK FITTINGSCHAINLINKFITTINGS.COM2/ L-1.42FENCING - REAR PLPOST - METAL POSTMASTER8' POSTMASTER BY HALCOMASTERHALCO.COM2/ L-1.4 FENCING SELECT REDWOOD1" x 6" x 6'3PLANTING EDGER-SOUTHEAST SIDEWOLMANIZED PRESSURETREATED WOOD OR EQ.2" X 8" SEE DETAIL3 / L-1.24CURBINGCONCRETENONE6" X 6" 7 / L-1.25CONCRETE PAVEMENTCOLORED CONCRETEOUTBACKDAVIS COLORS4 / L.26INTERLOCKING PAVERCONCRETEGRAY-MOSS-CHARCOAL6" X 12" PERMEABLE HOLLANDANGELUS PAVING STONES100% HERRINGBONE PATTERN2 / L-1.37ADA RAMPCONCRETESIDEWALK GRADEAS SHOWNPROVIDED BY PW3 / L-1.38DRINKING FOUNTAIN/BOTTLE FILLERGREENMODEL # 10145SMMOST DEPENDABLEFOUNTAINSOPTIONAL PET FOUNTAIN1/ L-1.4924" OUTDOOR HEAVY DUTY ACRYLICCONVEX MIRRORACRYLIC, METAL24" DIAMETERMODEL # 68062STHE CONVEX MIRROR SHOPQUANTITY - 21/ L-1.3SIGNAGE, STRIPING & SAFETY BOLLARDS - SEE ENLARGED PLAN, SHEET L-5BOLLARD, INTERNAL LOCKINGREMOVABLE40 GUAGE STEEL, DOME CAP#4 BRUSHED FINISH4 12 " DIA.,36" HIGH.SSR04040_CSATKORE CALPIPE SECURITYSEE SHEET L-1.5, DETAIL 11 & 2 / L-1.2'WALK YOUR WHEELS' - PAVEMENTSIGNAGETEMPLATE, THERMOPLASTICTO BE DETERMINED24" DIAMETERST-2030MY PARKING SIGNSEE SHEET L-1.5, DETAIL 11 / L-1.5PAVEMENT STRIPING & ARROWSTEMPLATE, PAINTYELLOW SEE SHEET L-1.5, DETAIL 12-6 / L-1.5R4-7 KEEP RIGHT SIGN & SIGN POSTALUMINUM, ENGINEER GRADEREFLECTIVE CUSTOM-18" X 24"PART #: X-R4-7SPN#: DVMEMY PARKING SIGN.COMSEE SHEET L-1.5, DETAIL 1 ABBREVIATIONS:EQEQUALPAPLANTING AREACL CENTER LINEPPPOWER POLEPL PROPERTY LINE LINDA ENDLER DESIGN & ASSOCIATESLinda Endler, P.L.A., License #[email protected]. BYREVISIONDATEAPPR. Sheet of Sheets SHEET NO.FARRAGUT CONNECTOR REPLACEMENT PROJECT

CITY OF CULVER CITYPUBLIC WORKS DEPARTMENTCULVER CITY, CALIFORNIA 321
SENIOR ENGINEER DATEREVIEWED BY 1-800-227-2600DIAL TOLL FREEAT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT (USA) LAYOUT AND MATERIALS NOTES 1. The contractor shall lay out and verify all dimensions prior to construction. Any discrepancies shall be brought to the attention of the Landscape Architect or Parks Supervisor. 2. Written dimensions take precedence over scale. 3. Where dimensions are called as "equal", all referenced items shall be spaced equally, measured to their center lines. 4. All measurements are to face of building, wall or other fixed site improvement. Dimensions to center lines are indicated. 5. Install all intersecting elements at 90 degrees to each other unless otherwise noted. 6. Provide expansion joints where concrete flatwork meets vertical structures such as walls, curbs, steps and building. 7. Expansion joints in walkways shall be located (20'-0") on center maximum unless otherwise noted. 8. Score joints in walkways shall be located as shown in the drawings.

LAYOUT & MATERIALS PLAN
1/8"=1'-0"SCALE:GRAPHIC SCALE0 481632x1
L-1.1

PERMEABLE PAVERCONCRETE PAVINGPLANTING AREA
MATERIALS LEGEND:
7 18
ENLARGED PAVEMENT& SIGNAGE PLANL-5.11
LTE 7-20-23 LTE 5-23-23
ENLARGED PAVEMENT& SIGNAGE PLANL-5.11

4" NEW CONCRETECURB WALL, 6" x 6"NEW CONCRETEWALKWAY
#4 REBAR, HORIZONTAL @12" O.C., CONTINUOUS
18"95% COMPACTEDSUBGRADE
1/2" WIDE EXPANSION JOINTWITH ELASTOMERIC(OR EQUAL)SEALANT MIN 1/2" DEEPBACKFILL WITHPLANTING MEDIUM4" #4 REBAR, VERTICAL @ 12" O.C.CONTINUOUS
1/2 DIA. X 24" SMOOTH STEELDOWEL W/ SLEEVE AT ONE END,48" O.C. TWO MIN. PER JOINT.EXPANSION JOINT: 1/2" FELT WITHBREAK AWAY TAB, CAULK WITHGREY SEALANT.

TYPICAL 4" THICK SAND BED OVERCOMPACTED SUB-GRADE.

COMPACTEDSUBGRADE 90%
2"X8"WOLMANIZEDDOUGLAS FIRPLANTING MEDIUMNEW FENCE

CURB WALL
4"PERMEABLEPAVING
#4 REBAR, HORIZONTAL@ 12" O.C., CONTINUOUSSAND FINISH,DAVIS COLOR4"4" AGGREGATE BASE 1/4" WIDE TOOLED ORSAWCUT SCORE, 1/5-1/4 OFSLAB THICKNESS WITHROUND EDGES, IN RADIUS IFTOOLED SUBGRADECOMPACTEDTO 90%

CONTROL JOINT
3/4" DEEP TOOLED JOINT.4" THICK CONCRETE PAVING,REINFORCE AS PER PLANS ORSPECIFICATIONS.

TYPICAL 4" THICK SAND BED OVERCOMPACTED SUB-GRADE.

LINDA ENDLER DESIGN & ASSOCIATESLinda Endler, P.L.A., License #[email protected]. BYREVISIONDATEAPPR. Sheet of Sheets SHEET NO.FARRAGUT CONNECTOR REPLACEMENT PROJECT

CITY OF CULVER CITYPUBLIC WORKS DEPARTMENTCULVER CITY, CALIFORNIA 321
SENIOR ENGINEER DATEREVIEWED BY 1-800-227-2600DIAL TOLL FREEAT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT (USA)

CONSTRUCTION DETAILS
1BOLLARD NO SCALE
27 6
5 4 3

BOLLARD EMBEDMENT DETAILNO SCALECONCRETE CURBINGNO SCALE

EXPANSION JOINTNO SCALE
CONCRETE PAVINGSCALE: 3/4" = 1'-0"'EDGER' CURBNO SCALE
L-1.2188

CONTROL JOINTNO SCALE
LTE 7-20-23 LTE 5-23-23

5'-0"6" 6"
4' 2

CURB WALLS

TEKWAYTRUNCATEDDOME
12"
STEEL DOWELPLACED 12" O.C.

B A FRONT EDGE OFSIDEWALK
10'-8"LANDING
3'-0" A
B

1.5% MAX SLOPE7.5% MAX SLOPE
95% COMPACTEDSUBGRADE
NEW SIDEWALK BYPUBLIC WORKS3/8" STEEL DOWEL@12" O.C.1/2" WIDE EXPANSION JOINTWITH ELASTOMERIC (OR EQUAL)SEALANT MIN 1/2" DEEP

1.5% MAX. SLOPE7.5% MAX. SLOPESTREET
4'-2"

TRUNCATED DOMECONCRETE CURB WALLCONCRETE CURB WALL
2'
6"5'-0"BOTTOM OF FOOTING
TOP OF RAMP:4" THICK CONCRTE PAVING WITH MED.BROOM FINISH. RAMP NOT TOEXCEED 7.5% WITH 2% MAX. CROSS SLOPE.NEW CURB WALL WITH 3/4"RADIUS @ EDGES AND LT.BROOM FINISH.PLANTER/PARKWAY 95% COMPACTEDSUBGRADE
NOTES:1. ALL REBAR TO BE #3 BAR DIA. @ MIN. 12" O.C. BOTH WAYS CONTINUOUS (TYP.)2. ALL REBAR LAP SPLICES TO BE MIN. 12" OVERLAP (TYP.)3. ALL INTERSECTING REBARS TO BE WIRED TIED (TYP.)4. MINIMUM CLEARANCE FROM REBAR TO CONCRETE EXTERIOR 2" (TYP.)5. MINIMUM DOWEL EMBEDMENT 4" (TYP.)6. PUMP MIX CONCRETE REQUIRED TO BE 2500 PSI MINIMUM, PER SPECS.7. EXPANSION JOINTS RQUIRED @ ALL COLD JOINTS (WITH 1/4" FELT AND ELASTOMERIC FILLER TO COVER (SIKA OR EQUAL)8. SUBGRADE COMPACTED @ 95% TYP. 4" min.

L-1.3189
LINDA ENDLER DESIGN & ASSOCIATESLinda Endler, P.L.A., License #[email protected]. BYREVISIONDATEAPPR. Sheet of Sheets SHEET NO.FARRAGUT CONNECTOR REPLACEMENT PROJECT

CITY OF CULVER CITYPUBLIC WORKS DEPARTMENTCULVER CITY, CALIFORNIA 321
SENIOR ENGINEER DATEREVIEWED BY 1-800-227-2600DIAL TOLL FREEAT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT (USA)

CONSTRUCTION DETAILS
PLAN

SECTION A-A
NOTES:·ALL REBAR TO BE #3 BAR DIAM. @ MIN. 12" O.C.BOTH WAYS CONTINUOUS (TYP.)·ALL REBAR LAP SPLICES TO BE MIN. 12" OVERLAP (TYP.)·ALL INTERSECTING REBARS TO BE WIRE-TIED (TYP.)·MIN. CLEARANCE FROM REBAR TO CONCRETE EXTERIOR 2" (TYP.)·MIN. DOWEL EMBEDMENT TO BE 4" (TYP.)·PUMP MIX CONCRETE REQUIRED TO BE 2500 PSI MINIMUM, PER SPECS·EXPANSION JOINTS REQUIRED AT ALL COLD JOINTS WITH 14" FELT ANDELASTOMERIC FILLER TO COVER (SIKA OR EQUAL)·SUBGRADE TO BE COMPACTED @ 95% (TYP.) 23 124" OUTDOOR CONVEX MIRRORNO SCALE

PERMEABLE PAVEMENT WITH FULLEXFILTRATION TO SOIL SUBRADENO SCALEADA CURB RAMPNO SCALE LTE 7-20-23 LTE 5-23-23

SECTION B-B
NOTE: ADA CURB RAMP TO BE PROVIDED BY CULVER CITYDEPT. OF PUBLIC WORKS

PLAN VIEW
BOLT CENTERED UNDER ADA ARMNOTE: ANCHORED INSIDE OF PEDESTAL 46 3/4"

WATERC/L OF WASTE
3" PVC Discharge PipeSlope drain 2% min.GRAVEL SUMP
4" CLEAN OUTACCESS1 12" x 3" BUSHING,SCH. 403" SAN 90°3", SCH. 402 % 1 12", SCH. 40
DUAL WALLCORRUGATEDDRAIN PIPE, 3' O.D.4" PERFORATED PIPE,SCH. 40, WRAPPED IN FILTER FABRIC #41" GRAVEL 5' 12"
FILTER10" PIPE10" STAINLESSSTEEL CARRIER

DOMESTIC WATER SUPPLY BY OTHERS
ACCESS DOOR5" 18"
27" ADA HEIGHT
18"
19"5"35"
11 3/4"
7'' CONCRETESLAB

FOUNTAIN
EXIST. 1 12" SCH 40 PVC

BY CONTRACTOR

FOUNTAIN BY MANUFACTURER

3.00 3'-0"
NOTES:·CONTRACTOR TO INSTALL DRINKING FOUNTAIN WITHBOTTLE FILLER PROVIDED BY MANUFACTURER, ASDIMENSIONED ON PLAN DETAIL, TO ACCOMODATEADA ACCESS.·CONTRACTOR TO PROVIDE AND INSTALL SUMP ANDPIPE CONNECTIONS TO SUMP AS SHOWN ON DETAIL. 6"x6" DIA.VALVE BOX
36"
18"7'48"P.A. P.A.

LINDA ENDLER DESIGN & ASSOCIATESLinda Endler, P.L.A., License #[email protected]. BYREVISIONDATEAPPR. Sheet of Sheets SHEET NO.FARRAGUT CONNECTOR REPLACEMENT PROJECT

CITY OF CULVER CITYPUBLIC WORKS DEPARTMENTCULVER CITY, CALIFORNIA 321
SENIOR ENGINEER DATEREVIEWED BY 1-800-227-2600DIAL TOLL FREEAT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT (USA) CONSTRUCTION DETAILSL-1.41810
1 DRINKING FOUNTAIN & SUMPSCALE: 12" = 1'-0"
2WOOD FENCE USING EXISTING CHAINLINK POSTSNO SCALE:

POSTMASTER 'LINE' POST
1 x 6 FENCING
2 X 4 RAIL SUPPORT2 1/2" STEEL POST LINEADAPTOR1 X 6 FENCING1 X 6 COVER LAPFENCING 212"
EXIST. 2 38" CHAIN LINKSTEEL POST
D. TOP VIEW : FENCING & STEEL POST ADAPTOR
A.FRONT VIEW: FENCING, BOARD ON BOARD
COVER LAP 1 X 6 FENCING
2 X 4 CAP
1 X 6 FENCING(NAILED TO 2 X 4)
2 X 4 RAIL SUPPORT (3)
2 X 4 REDWOOD CAP
EXIST. 2 38" CHAIN LINKSTEEL POST
9 3/4"

FINISHED GRADE
2"
6'-0" 2 X 4 RAIL SUPPORT
2 X 4 CAP
1 X 6 COVER LAP FENCING 1 x 6 FENCING EXIST. CHAIN LINK STEEL POST3" STEEL POSTLINE ADAPTORSETTING SCREW (2)(4) DECKMATE #10- 2"SCREWS, TO 2 X 4

NEW CHAIN LINK STEELPOST CAP
B. SIDE VIEW: STEEL POST ADAPTOR TO NEW FENCING
C. BACK VIEW: POST ADAPTOR TO NEW FENCING
3WOOD FENCE WITH POSTMASTER POSTS (REAR FENCE)NO SCALE:
1 x 6 2-2 x 3's
CONSTRUCTION NOTES/FENCE:1.FENCING ALONG SOUTHEAST PROPERTY LINE TO USE EXISTING CHAIN LINKMETAL POSTS AND STEEL ADAPTOR AS SHOWN.2.FENCING ALONG REAR PROPERTY LINE TO USE NEW POSTMASTER POSTS BYHALCO. FOR FURTHER DETAILS, REFER TO SPECIFICATION SHEETS IN BID PKG.3.ALL FENCING MATERIAL TO BE SELECT REDWOOD OR EQUAL.4.ALL NEW FENCING TO BE BOARD ON BOARD AS SHOWN ON DETAIL5.USE 'DECKMATE' SCREWS OR EQUAL, COLOR: RED NOTES:1.ON BACK SIDE OF FENCE (NEIGHBOR'S SIDE), WRAP CHAIN LINK POSTS AS SHOWNE. DETAIL: POST WRAP & NAILING GUIDE 9 3/4"EQ.EQ.

NOTES:1.ON BACK SIDE OF FENCE (NEIGHBOR'S SIDE), WRAP CHAIN LINK POSTS AS SHOWN ON 2D & E (To Be Wrappedwith Redwood)
E
2 x 4 RAIL SUPPORT
1 x 6 COVER LAPFENCING

ADA DRINKING FOUNTAIN CLEARANCE/ENLARGED PLAN
FENCE
LTE 7-20-23 LTE 5-23-23
DECKMATE #9STAR DRIVE 3"SCREW
DECKMATE #9SCREW, 3"
ADD 2 1/2" DOME FENCEPOST CAP
1-2"
DECKMATE #8STAR DRIVE1 58" SCREW
SELF DRILLING3" HEX SCREW,LAG TO STEELPOST5.5"

3.5"
DECKMATE #8SCREW, 1 58"
4"
PP
IRR/BF
LINDA ENDLER DESIGN & ASSOCIATESLinda Endler, P.L.A., License #[email protected]. BYREVISIONDATEAPPR. Sheet of Sheets SHEET NO.FARRAGUT CONNECTOR REPLACEMENT PROJECT

CITY OF CULVER CITYPUBLIC WORKS DEPARTMENTCULVER CITY, CALIFORNIA 321
SENIOR ENGINEER DATEREVIEWED BY 1-800-227-2600DIAL TOLL FREEAT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT (USA)

PAVEMENT SIGNAGE & STRIPING

DRINKING FOUNTAIN
KEEP RIGHT SIGN - ??
BOLLARD (4), TYP.'WALK YOUR WHEELS', TYP. (2),THERMOPLASTIC EQ.EQ.

RAISEDPLANTER/MEDIAN
BOLLARD (2)
KEEP RIGHT (R4-7) SIGN 2,PLACED LOW IN MEDIAN,ABOVE LIP OF CURB

RAISEDPLANTER/MEDIAN
STRAIGHT ARROW (2)
BOLLARD (2)'WALK YOUR WHEELS' SIGN (2)THERMOPLASTIC
CONCRETECONTROL JOINT(TYP.)
CONCRETE CONTROLJOINT (TYP.)
RIGHT TURN ARROW (2)SOLID 4" YELLOWSTRIPE
'WALK YOUR WHEELS' SIGN (1),APPLIED TO SIDEWALKCONCRETECONTROLJOINT (TYP.) BOLLARD (1)
2'5' TYP.
3RIGHT TURN ARROWSCALE: 12" = 1'-0"STRAIGHT ARROWSCALE: 12" = 1'-0" 1ENLARGED PLAN - PAVEMENT, SIGNAGE & BOLLARDSSCALE: 1/4" = 1'-0"6 5"WALK YOUR WHEELS" SIGNN.T.S. 2
4 KEEP RIGHT R4-7 SIGN @ MEDIANSCALE: 12" = 1'-0"
SOLID 4" YELLOW STRIPESCALE: 12" = 1'-0"
NOTES:SIGN ON PAVEMENT TO BE A PREFORMTHERMOPLASTIC MATERIAL 6" X 6" GRID
6" X 6" GRID
NOTE:REVERSE FOR LEFT TURN ARROW
NOTES:·SIZE 18" X 24"·SIGN #R4-7 "KEEP RIGHT"·AVAILABLE FROMWWW.ROADTRAFFICSIGNS.COMor EQ.

NOTE:·PAINT PER CITY STANDARD COLORS
2'-0"
5'-0"
1'-10"6"
4'-0"
3'-0"
6"
13'-0"6'-8"
5' TYP.5' TYP.EQ.EQ.

EQ.EQ.

APPROX. LOCATIONOF TRAFFICMIRROR #2, VERIFYIN FIELD

OVERALL HEIGHTTO BEDETERMINED INFIELD
6-12"
L-1.511 18 LTE 7-20-23 LTE 5-23-23
2L-25L-2
7L-2
1L-4
3,7L-2
2L-2APPROX. LOCATIONOF TRAFFICMIRROR #1, VERIFYIN FIELD2L-2 3,7L-2
2L-55L-5
3L-5 4L-5
6L-5

UtilityPole

TWO-STORY RESIDENCE

DEMO PLAN
2L-3 2L-3
TAB IPE (1)
TAB IPE (1)
TAB IPE (3)
LOP CON (2)
LOP CON (2)
LOP CON (2)
LOP CON (4)
LOP CON (4)

LOM LON

LOM LONARC EC
ARC EC

ARC ECLOM LON
IRRIGATION BACKFLOWASSEMBLY & EQUIP.

TRA JAS (1)
TRA JAS (1)
PLANTING LEGENDKEYBOTANICAL NAMECOMMON NAMESIZEQUANTITYSPACINGREMARKSTREES:TAB IPETABEBUIA IMPETIGINOSAPINK TRUMPET TREE24" or 36" BOX5AS SHOWNLOP CONLOPHOSTEMON CONFERTUSBRISBANE BOX/TRISTANIA24" BOX14AS SHOWNLOW BRANCHING, 2 - 4' TRUNKSHRUBS & GROUNDCOVER:LOM LONLOMANDRA LONGIFOLIA 'BREEZE'DWARF MAT RUSH5 GAL.24" -30" O.C.ARC ECARCTOSTAPHYLOS 'EMERALD CARPET'EMERALD CARPET MANZANITA5 GAL.18" O.C.VINES:TRA JASTRACHELOSPERMUM JASMINOIDESSTAR JASMINE5 GAL.2 TRAIN ON REAR FENCE PORTIONSTOWARDS FARRAGUT ENTRANCE PLANTING NOTES1.Verify locations of all pertinent site improvements. If any part of this plan cannot be followed dueto site conditions, contact the Landscape Architect for instructions prior to commencing work.2.Provide one (1) agricultural suitability soil test. Soils testing is to be provided by City. Follow therecommendations attached to the soils test for amending site soils.3.Exact locations of plant materials shall be approved by the Landscape Architect in the field priorto installation.4.All box size plant material shall be approved by the Landscape Architect at the nursery prior toshipping. Submit pictures in separate photographs for preliminary approval. Each photograph shallcontain the subject plant with a person or object in the photo for scale. Upon preliminary approvalof the plant materials in the photographs, schedule a time with the Landscape Architect to reviewthe plants at the nursery.5.Provide matching forms and sizes for all plant materials within each specie and size designated onthe drawings.6.Prune newly planted plant materials only as directed by Landscape Architect.7.Align and equally space in all directions all plants designed per these notes and drawings.8.Plants shall bear same relation to finish grade as at place of growth.9.Finish grades of all shrubs shall be 2 1/2" below adjacent curb, pavement or header to allow forinstallation of mulch.10.Provide a 2" layer of mulch at shrub and ground cover areas as shown in the drawings. Mulchshall be "1/2-1 1/2" Forest Floor" by Aguinaga (714)786-9558, or approved equal.11.The Contractor shall notify DigAlert (811) 48 hours prior to any excavation.

LINDA ENDLER DESIGN & ASSOCIATESLinda Endler, P.L.A., License #[email protected]. BYREVISIONDATEAPPR. Sheet of Sheets SHEET NO.FARRAGUT CONNECTOR REPLACEMENT PROJECT

NOTES:1. INSTALL ALL TREE BRACES AT APPROXIMATELY 6" BELOW PRIMARY BRANCHES.2. MAINTAIN APPROXIMATELY THE SAME HEIGHT FOR EACH TREE BRACE.3. DO NOT PIERCE ROOTBALL WITH STAKE.4. DISPOSE EXCAVATED SOIL OFF-SITE 2X ROOTBALL DIAMETER
32" RUBBER CINCH TIETREE
STAKESLOPE 1"/FOOT3" MIN. HEIGHT SOIL SAUCER.USE PREPARED TOPSOIL2" MULCH LAYERFINISH GRADE

ROOTBALLAMENDED BACKFILL PER NOTESCOMPACTED SUBGRADE

DRY CREEK AGGREGATE(WHERE EXISTING)FILTER FABRIC BETWEENSUBRADE & AGGREGATE NOTE: SET ROOT CROWN 1"ABOVE FINISH GRADE
2" MULCH LAYER PERPLANTING NOTES. NO MULCHON ROOTBALL OR BACKFILLMIX.

COMPACTED SUBGRADETOPSOIL & NATIVE SOIL
PLANTING NOTES1.Verify locations of all pertinent site improvements. If any part of this plan cannot be followeddue to site conditions, contact the Landscape Architect for instructions prior to commencing work.2.Provide one (1) agricultural suitability soil test. Soils testing is to be provided by City. Follow therecommendations attached to the soils test for amending site soils.3.Exact locations of plant materials shall be approved by the Landscape Architect in the field priorto installation.4.All box size plant material shall be approved by the Landscape Architect at the nursery prior toshipping. Submit pictures in separate photographs for preliminary approval. Each photograph shallcontain the subject plant with a person or object in the photo for scale. Upon preliminary approval ofthe plant materials in the photographs, schedule a time with the Landscape Architect to review theplants at the nursery.5.Provide matching forms and sizes for all plant materials within each specie and size designated onthe drawings.6.Prune newly planted plant materials only as directed by Landscape Architect.7.Align and equally space in all directions all plants designed per these notes and drawings.8.Plants shall bear same relation to finish grade as at place of growth.9.Finish grades of all shrub shall be 2 1/2" below adjacent curb, pavement or header to allow forinstallation of mulch.10.Provide a 2" layer of mulch at shrub and ground cover areas as shown in the drawings. Mulch shallbe "1/2-1 1/2" Forest Floor" by Aguinaga (714)786-9558, or approved equal.11.The Contractor shall notify DigAlert (811) 48 hours prior to any excavation.TREE PLANTING DETAIL

TRIANGULAR SPACING
1 LINDA ENDLER DESIGN & ASSOCIATESLinda Endler, P.L.A., License #[email protected] PLANTING DETAILSNO. BYREVISIONDATEAPPR. Sheet of Sheets SHEET NO.FARRAGUT CONNECTOR REPLACEMENT PROJECT

CITY OF CULVER CITYPUBLIC WORKS DEPARTMENTCULVER CITY, CALIFORNIA 321
SENIOR ENGINEER DATEREVIEWED BY 1-800-227-2600DIAL TOLL FREEAT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT (USA)

TREE PROTECTION
L-2.113 18 LTE 7-20-23 LTE 5-23-23

UtilityPole

TWO-STORY RESIDENCE

DEMO PLAN
WM
FSMVC 21"31"
POC
GATE VALVE (TYP.)FOR DRINKING FOUNTAIN

BACKFLOWASSEMBY WITHGATE VALVES

CONTROLLER,IN STRONG BOX,MOUNTED TO WALL
MASTER VALVE &FLOW SENSOR1"
1"
1" 1"
1"
34"
34" COPPER LINE FORPOTABLE DOMESTICWATER TO DRINKINGFOUNTAIN QUICK COUPLER4" PIPE SLEEVE
4"
1"
4"
TREES IN MEDIANS &PLANTING AREAS# 2, SHRUBS/SOUTH PLANTING AREAS,BOTH MEDIANS PR

PRESSURE REGULATORVALVE

9.57.511"7.5#1, SHRUBS /NORTHPLANTINGAREAS

DRINKING FOUNTAIN
1"

IRRIGATION LEGEND
PIPE SLEEVEMAIN LINE 1" SCHEDULE 40 PVCLATERAL LINES 1" SCHEDULE 40 PVC XFD ON SUBSURFACEDRIPLINEXFD-09-12-500.9 GPH, 12" EMITTERSPACING, 500 FT. COILRAINBIRD LINDA ENDLER DESIGN & ASSOCIATESLinda Endler, P.L.A., License #[email protected]. BYREVISIONDATEAPPR. Sheet of Sheets SHEET NO.FARRAGUT CONNECTOR REPLACEMENT PROJECT

CITY OF CULVER CITYPUBLIC WORKS DEPARTMENTCULVER CITY, CALIFORNIA 321
SENIOR ENGINEER DATEREVIEWED BY 1-800-227-2600DIAL TOLL FREEAT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT (USA) IRRIGATION PLANL-3.0
HYDROZONE & VALVE LEGENDHYDROZONEVALVEGPMVALVE SIZEDESCRIPTIONHYDROZONE 1VALVE 17.51" NORTH PLANTER 1: SHRUBS/ DRIPHYDROZONE 1VALVE 27.51" SOUTH PLANTER 2 + BOTH MEDIANS:SHRUBS/ DRIPHYDROZONE 2VALVE 39.51" PLANTERS 1 & 2 , MEDIANS 1 & 2:TREES/ ROOT WATER

CONTROLLER

GATE VALVEBACKFLOW PREVENTER
ITEM DESCRIPTION MODEL NO. MANUFACTURER NOTES DETAILCRAIN SENSORWIRED RAIN SENSOR

DRIP BUBBLER & FITTINGS
AIR RELIEF VALVEARFLUSH VALVEFV .25 GPM BUBBLER18" RISER, 2 PER TREERWS-M-B-C-1401 REDUCED PRESSURE ASSEMBLY, 1" SIZENIBCO

MOUNT ON WALL (LOCATED CLOSEST TO CONTROLLER)
OPERATION INDICATORT-DL-MP-9DL-2000 POP-UP OPERATIONINDICATOR BRASS BALL VALVE, 1"T-580-AWITH "Y" TYPE STRAINER BRONZE/ 20 MESH SS.FEBCO 8 STATION OUTDOOR SMART CONTROLLER
MV

MOUNT INSIDE STRONG BOX TO WALL FACE, VERIFYLOCATION WITH PARKS SUPERVISORCONTROLLER (ONLY) PROVIDED BY PARKS MASTER VALVEAUTOMATIC INLINE VALVE, 1"825YBRASS CONSTRUCTION,NORMALLY CLOSEDFSFLOW SENSORUSF100 1" ULTRA1" ULTRASONIC FLOW SENSOR, NPTSET IN VALVE BOX, AT 5 - FPS MAX. FORSHUT OFF AFTER 2 MINUTES ESP-LXMEF 1/ L-3.1
1 PER VALVE1 PER VALVE

REMOTE CONTROL VALVERAINBIRD

RAINBIRDRAINBIRDRAINBIRD

QUICK COUPLER VALVE

RAINBIRD
1" LOW FLOW BRASS VALVE100-EFB-CPADD PRB-QKCHK-100, 1" PRESSURE REGULATINGBASKET FILTER WITH 200 MESH.SEE VALVE LEGEND FOR FLOW RATESRAINBIRD 3/ L-3.13/ L-3.15/ L-3.16/ L-3.14/ L-3.1
10/ L-3.28/ L-3.212/ L-3.2
2/ L-3.1

RAINBIRD
RAINBIRDRAINBIRDRAINBIRDPRESSURE REGULATORPR WATER PRESSURE REDUCING VALVE,BRONZE, DOUBLE UNION FNPT, STRAINER1-70XLDUZURN WILKINS100-EFB-CP NOTE: CONTACT DAVE GIDDENS, RAINBIRD REPRESENTATIVE, FOR IRRIGATION EQUIPMENT SUPPORT (949) 300-8914 1/8"=1'-0"SCALE:GRAPHIC SCALE0 481632x1
14 18 LTE 7-20-23 LTE 5-23-23
ICA6-RB3-12/SP/WRS/IQ-GPRS-1
VALVE #VALVE SIZEGPM
METAL CABINET, WALL MOUNT16" WIDE HEAVY DUTY ENCLOSURE,STAINLESS STEELSB-16SSWSTRONG BOX

WR2WIRELESS SENSOR

BACKFLOW PREVENTER
SECTION VIEW - N.T.S.

PLAN VIEW - N.T.S.- INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE- BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. INSTALLATION AT MAIN LINE DEPTH.NOTE:
2" MIN.FLOW3" MIN.

SCH. 80 UNION

BALL VALVEVALVE BOXPRESSURE SUPPLY LINE
SCH. 80 NIPPLE3/4" ROCK, 3 CUBIC FT.LANDSCAPE FABRIC
SCH. 80 PVC MALE ADAPTER
BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPECOVER, USE STAINLESS BOLT, NUT, AND WASHER.PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN DEPTH AS PER SPECS.

FINISHED GRADE

PRESSURE SUPPLY LINE

IN SHRUB AREAS

BRICK SUPPORTS
BALL VALVE, SEE LEGEND FOR SPECIFICATION11/2"
EDGE. HEAT BRAND "BV" ONTO LID.FINISHED GRADE IN TURF AREAS

ULTRASONIC FLOW SENSOR

ELECTRIC REMOTE-CONTROL VALVE

MASTER VALVE, EFB-CP SERIES
1NTSCONTROLLER & WIRED RAIN SENSOR
5NTS

BACKFLOW PREVENTER
3NTSMASTER VALVE & FLOW SENSOR
BALL VALVE ASSEMBLYNTSBRASS REMOTE CONTROL VALVE4 NTS2
LINDA ENDLER DESIGN & ASSOCIATESLinda Endler, P.L.A., License #[email protected]. BYREVISIONDATEAPPR. Sheet of Sheets SHEET NO.FARRAGUT CONNECTOR REPLACEMENT PROJECT

PIPE & WIRE TRENCHING

XFD ON-SURFACE DRIPLINE
XFD Dripline Maximum Lateral Lengths (Feet)Inlet Pressure psi12" Spacing18" Spacing24" SpacingNominal Flow (gph)Nominal Flow (gph)Nominal Flow (gph)0.60.90.60.90.60.915273551450242220186935329450836830603041335058641440395255465402652474504172855284207204884602905964557804

XFD ON-SURFACE DRIPLINE
ROOT WATERING SYSTEMLINDA ENDLER DESIGN & ASSOCIATESLinda Endler, P.L.A., License #[email protected]. BYREVISIONDATEAPPR. Sheet of Sheets SHEET NO.FARRAGUT CONNECTOR REPLACEMENT PROJECT

XFD DRIP TUBING

TYPICAL DETAIL, NTS
NTS
NTS
NTS

OPERATION INDICATORNTS
7 812
16 18 LTE 7-20-23 LTE 5-23-23
LINDA ENDLER DESIGN & ASSOCIATESLinda Endler, P.L.A., License #[email protected]. BYREVISIONDATEAPPR. Sheet of Sheets SHEET NO.FARRAGUT CONNECTOR REPLACEMENT PROJECT

CITY OF CULVER CITYPUBLIC WORKS DEPARTMENTCULVER CITY, CALIFORNIA 321
SENIOR ENGINEER DATEREVIEWED BY 1-800-227-2600DIAL TOLL FREEAT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT (USA) IRRIGATION NOTESL-3.3
IRRIGATION NOTES:1.For the purpose of legibility, some irrigation valves and lines are shown outside planted areas. All Valves are to be located within planters and wherever possible, lines are to be routed inside the planters.2.This irrigation design plan is diagrammatic, and the layout may not be precise. The contractor is responsible for minor changes in linelayout. Make field adjustments as necessary.3.Drip Line Installation Procedure: Following installation and compaction of soil in planters, install all plant material of 1 Gal. size and largerper the planting plan. Lay dripper lines 4" below soil surface starting with lines 2" from planter edges, and in parallel rows, on-center rowspacing per the plan and the irrigation legend. Secure the lines with 6" stainless steel soil staples at 3ft. o.c. max, and at each side offittings. Use blank tubing around obstacles in planters. Supply and exhaust headers to be 1" schedule 40 PVC. Lateral lines connectingsystems are to be 18" min. deep in planters. Spread planter mulch top dressing throughout per the planting notes. Ground covers to beinstalled following mulch placement. Plant material will require hand watering, at minimum, until completion of the above operations andtesting and approval of the drip line system.4.Trenching within the dripline of large trees shall be performed by hand, and with extreme care not to sever roots 1 - 12" in diameter andlarger. Where roots 1- 12" in diameter and larger are encountered, the Contractor shall tunnel under said roots. Exposed roots that havebeen tunneled under shall be wrapped in wet burlap and kept moist while the trench is open.5.All main line piping, lateral line piping, and control wires under all paving shall be installed in Schedule 40 PVC sleeves at a minimumdepth of 18". Sleeves shall be installed before paving is in place. All sleeve sized shall be a minimum of twice the diameter of the pipe tobe sleeved. Control wire sleeves shall be of sufficient size for the required number of wires under paving.6.All irrigation equipment shall be installed in accordance with the irrigation details and specifications.7.All remote control valves, gate valves, flush valves, and pressure relief valves shall be installed in suitable valve boxes as shown in details,complete with locing covers. All shall be Carson, Amtec, or approved equal, and shall be marked "G.V." for gate valves, "R.C.V" for remotecontrol valves, etc. Provide expansion coils at each wire connection in valve box as per details.8.Install all backflow prevention devices and all piping between the point of connection and the backflow preventer as per local codes. Finallocation of the backflow preventer and automatic controller shall be approved by the Landscape Architect and/or the Parks Supervisor.9.Automatic weather-based or soil-moisture based irrigation controllers shall be installed on the irrigation system. The irrigation controllershall be of a type which does not lose programming data in the event the primary source is interrupted.10.The contractor is to confirm measured static water pressure information from field testing to the Landscape Architect or Parks Supervisor for verification and possible modification of the designed system. Per Los Angeles Department of Water & Power, the staticwater pressure to the site is 83 high/ 68 low. Irrigation system is designed to operate at 40 psi. A pressure regulator is included in eachvalve to maintain correct pressure.11.Pressure test Mainline at 150 PSI per three (3) hours constant.12.As-built drawings shall be maintained on site at all times. As-built drawings shall be updated on a daily basis during system installation. Nosite reviews are to be conducted without these drawings.13.A laminated diagram of the irrigation plan showing hydrozones shall be kept with the irrigation controller for subsequent managementpurposes.14.All landscape and irrigation systems must comply with all local, state and federal laws and regulations. 17 18 LTE 7-20-23 LTE 5-23-23
REQUIRED NOTES, STATEMENTS & CERTIFICATION PER TITLE 23. CHAPTER 2,7, APPENDIX DNOTE 1:A MINIMUM 3-INCH LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OFPLANTING AREAS EXCEPT TURF AREAS, CREEPING OR ROOTING GROUND COVERS, ORDIRECT SEEDING APPLICATIONS WHERE MULCH IS CONTRAINDICATED.NOTE 2:PRESSURE REGULATOR DEVICES SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TOENSURE DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'SRECOMMENDED PRESSURE RANGE.NOTE 3:CHECK VALVES OR ANTI-DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERELOW POINT DRAINAGE COULD OCCUR.NOTE 4:MANUAL SHUT-OFF VALVES SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO THE POINT OFCONNECTION OF THE WATER SUPPLY.NOTE 5:A LAMINATED DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPTWITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES.NOTE 6:UNLESS CONTRADICTED BY A SOILS TEST, COMPOST AT A RATE OF A MINIMUM OF FOURCUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO ADEPTH OF SIX INCHES INTO THE SOIL.NOTE 7:AT THE TIME OF FINAL INSPECTION, THE PERMIT APPLICANT MUST PROVIDE THE OWNER OFTHE PROPERTY WITH A CERTIFICATE OF COMPLETION, CERTIFICATE OF INSTALLATION,IRRIGATION SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE.NOTE 8:THE FINAL SET OF LANDSCAPE PLANS SHALL HAVE THE STATEMENT, "I AGREE TO COMPLYWITH THE REQUIREMENTS OF THE PRESCRIPTIVE COMPLIANCE OPTION OF THE MWELO."NOTE 9:AN IRRIGATION AUDIT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION. & MWELO REQUIREMENTS
Maximum Applied Water Allowance (MAWA)where:MAWA = Maximum Applied Water Allowance (gallons per year)ETo = Reference Evapotranspiration for Culver City = 50.1 inches/year0.55 = Evapotranspiration Adjustment Factor (ETAF) residential0.45 = Evapotranspiration Adjustment Factor (ETAF) non-residentialLA = Landscaped Area (square feet) = 1150 square ft.0.62 = Conversion factor (to gallons per square foot)MAWA Calculation:MAWA for LA=Total MAWA =ETo50.1Estimated Total Water Use (ETWU) MAWA = (ETo) (0.62) x [(.55 x LA)] + (.55 x SLA)] = Gallons per year where:ETWU = Estimated Total Water UseETo = Reference Evapotranspiration for Culver City = 50.1 inches/yearLA = Landscaped Area (square feet)0.62 = Conversion factor (to gallons per square foot)IE = Irrigation EfficiencyETWU CalculationETo(Bubbler)Hydrozone #1 Med. Low ShrubsHydrozone #2 Trees MediumTotal ETWU =50.150.1xx PF.350.4xxLAxxConversion0.620.62 IE0.810.81=== ETWU (Gallons per year)
x0.62x xConversionETAF==MAWA (Gallons Per Year)19,647LA (ft2) PF = Plant Water Use Factor - WUCOLS
11500.5519,647ETWU= (ETo x 0.62) x (PF x LA/IE) = Gallons per year 1000150 13,4222,30115,723(Drip)
SLA = Special Landscaped Area (square feet) = 0
"I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM ACCORDINGLY FORTHE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN"______________________________________________________LINDA T. ENDLER, LANDSCAPE ARCHITECT LINDA ENDLER DESIGN & ASSOCIATESLinda Endler, P.L.A., License #[email protected]. BYREVISIONDATEAPPR. Sheet of Sheets SHEET NO.FARRAGUT CONNECTOR REPLACEMENT PROJECT

ETWU IS LESS THAN MAWA, THEREFORE THE WATER BUDGET IS IN COMPLIANCE 18 18 LTE 7-20-23 LTE 5-23-23
FARRAGUT CONNECTOR REPLACEMENT PROJECT, CIP NO. PS014 BID # 2531 TABLE OF CONTENTS 1. Master Halco Postmaster Fence System 2. Angelus Permeable Interlocking Concrete Pavers 3. Most Dependable Fountains Bottle Filler 4. Heavy Duty Convex Mirror 5. Atkore Calpipe Traffic Bollard 6. Davis Concrete Color Chart & Spec 7. Kim LED Lighting Bollard 8. LED Company Up Light Fixture 9. Strong Box Heavy Duty Steel Enclosure 10. Soil Sample [1]

3010 LBJ Freeway
Dallas, Texas 75234

TEL: 972.714.7300
FAX: 800.542.8488

MasterHalco.com

Section 32 31 29

PostMaster + ®

STEEL POST FOR WOOD FENCE

PART 1 - GENERAL

1.01 SECTION INCLUDES
A. Steel Post for Wood Fence Systems.

B. Division 01 – General Requirements: Drawings, quality, product and performance requirements, general and supplemental conditions apply as applicable to the project and project documents.

1.02 RELATED SECTIONS
01 33 23 Shop drawings, product data
01 43 13 Manufacturers qualifications
01 43 13 Installer qualifications
01 45 00 Quality control
01 65 00 Product delivery requirements

1.03 ASTM A90/A90M Standard Test Method for Weight [Mass] of Coating on Iron and Steel Articles with Zinc or Zinc-Alloy Coatings
ASTMA653/A653M-17 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron AlloyCoated (Galvannealed) by the Hot-Dip Process.

ASTM F537-01 Standard Specification for Design, Fabrication, and Installation of Fence Constructed of Wood and Related Materials.

ASTM F1043 Specification for Strength and Protective Coatings on Steel Industrial Framework
ASTM F1667 Specification for Driven Fasteners: Nails, Spikes, and staples

1.04 SUBMITTALS
A. Changes in specifications may not be made after the bid date.

B. Shop Drawings: Layout of fence and gates with dimensions, details and finishes of component accessories and post foundations.

C. Product Data: Manufactures catalog cuts indicating material compliance and specified options.

D. Samples: Steel Posts, including Line Posts, Corner Posts, and Gate Posts samples supplied upon request.

[2]

PART 2 - PRODUCTS

2.01 MANUFACTURE
A. Master Halco, Inc. 3010 Lyndon B Johnson Freeway Suite 800, Dallas, Texas 75234. Products from other qualified manufacturers having a minimum of 5 years experience manufacturing steel posts will be acceptable by the architect as equal, if approved in writing, ten days prior to bidding, and if they meet the following specifications for design, size, gauge of metal parts, fabrication and warranty.

B. Steel Post for Wood Fencing
Height: ( mm).

Weight: 2.64 lb./ft (3.93 kg/m)
C. Approved Manufacturer:

Master Halco, Inc.
3010 Lyndon B Johnson Freeway, Suite 800
Dallas, Texas 75234
Phone 1-800-883-8384
Website: www.postmasterfence.com

2.02 STEEL POST
A. Line Posts: 4-1/2” (114.3mm) x 1-1/2” (38.1mm). [.100” (2.54mm)] thick galvanized steel, roll formed steel shapes complying with ASTM A-653 having a 50,000 psi (344 MPa) yield strength and G90 zinc coating, 0.90 oz/ft2 (0.27 kg/M2). Alternating hole pattern [0.50” (12.7mm)] Punch thru holes: 0.20 +/- .010 thru hole typ. ¼” lag screws or #8/#9 Deck Countersunk Deck Screw(s).

Concrete Lock [1” (25.4mm) x 3” (76.2mm)].

B. Corner Posts: 3” (76.2mm) x 3” (76.2mm). [.12” (3.048mm)] thick galvanized steel, roll formed steel shapes complying with ASTM A-653 having a 50,000 psi (344 MPa) yield strength and G90 zinc coating, 0.90 oz/ft2 (0.27 kg/M2). Alternating hole pattern [0.50” (12.7mm)] spacing. Punch thru holes: 0.20 +/- .010 thru hole typ & 0.3125” hole typ. ¼” lag screws or #8/#9 Deck Countersunk Deck Screw(s). Concrete Lock [1” (25.4mm) x 3” (76.2mm)].

C. Gate Posts: 4.25” (107.95mm) x 3” (76.2mm) x 1.25” (31.75mm). [.100” (2.54mm)] thick galvanized steel, roll formed steel shapes complying with ASTM A-653 having a 50,000 psi (344 MPa) yield strength and G90 zinc coating, 0.90 oz/ft2 (0.27 kg/M2). Alternating hole pattern [0.50” (12.7mm)] Punch thru holes: 0.20 +/- .010 thru hole typ. ¼” lag screws or #8/#9 Deck Countersunk Deck Screw(s). Concrete Lock [1” (25.4mm) x 3” (76.2mm)].

D. Finish: Galvanized coating [Line and Corner Posts], Powder Coating [Gate Posts].

E. Residential Applications:

Provide manufacturer’s standard lifetime limited warranty that, in a residential application, its Steel Post product is free from defects in material or workmanship including structural failure.

Lifetime is defined for as long as the original purchaser owns the home. “Structural failure” is defined as a permanent bend of more than 5%.

F. Commercial Applications:

Provide manufacturer’s standard limited warranty that, in a commercial application, its Steel Post product is free from defects in material and workmanship, including structural failure for a period of 20 years from the date of original purchase for corporation, partnership, unincorporated association, or a government or public entity, including, but without limitation to, a church or school installation applications. “Structural failure” is defined as a permanent bend of more than 5%.

[3]

2.03 SETTING MATERIAL
A. Concrete: Minimum 28 day compressive strength of 3,000 psi (20 MPa).

B. Flanged Posts: Provide flange type base plates with 4 holes for surface mounting of posts where indicated.

PART 3 – EXECUTION

3.01 EXAMINATION
A. Verify areas to receive fencing are completed to final grades and elevations.

B. Ensure property lines and legal boundaries of work are clearly established.

3.02 INSTALLATION
A. Install fence in accordance with manufacturer’s instructions.

B. Locate property boundary lines, staking locations of each Corner and Gate Posts.

C. Line Posts spaced length of rail +2” (50.8mm) on center. Exact spacing may be modified depending on fencing rails used, fence heights and ground slope.

D. Concrete Set Posts: Dig the Corner Post, Gate Post, and Line Post holes 6” (152.4mm) – 10” (254mm) diameter and 30” (762mm) deep. Exact diameter and depth will be determined by local conditions. Set post bottom 30” (762 mm) below surface when in firm, undisturbed soil. Center posts in holes; making sure posts are plumb, square to fence line and set to correct height. Block and support the post to preserve post position. Place concrete around post in a continuous pour, mounding the top to direct water away from posts. When concrete has hardened in Corner Post and Gate Post, stretch string between them to help set Line Post at the correct height.

E. Surface Mount (wall mount) posts with mounting plates where indicated. Fasten with lag bolts and shields.

F. Check each posts for vertical and horizontal alignment, and maintain in position during placement and finishing operation.

3.03 Gate Installation
A. Install gates plumb, level and secure for full opening without interference.

B. Attach hardware by means which will prevent unauthorized removal and entry.

C. Adjust hardware for smooth operation

3.04 Cleaning
A. Clean up debris and unused materials and remove from site PostMaster® Plus is the Wood Fence Total Solution!
The system consists of 3 post types: Line, Corner & Gate Posts.

Line Post Corner Post Gate Post

1.5 4.5

4.25 3.0 3.0

1.25 1.252.0

3.03.0 1.25

0.625

1.75 BEFORE YOU BEGIN THREE POSTS ARE BETTER THAN ONE!
SAFETY FIRST!
NOTE: The information contained in these guidelines is intended to provide general guidance with basic PostMaster® fence installation. The installer must take proper safety precautions including gloves and eye protection. If you have any questions or doubts in regards to your fence installation, please consult with a licensed professional.

Ensure that fence footings do not exceed legally established property lines and set-backs.

If uncertain, refer to your real estate line plot or consult a professional surveyor.

Check local codes for speci/f_ications regarding frontage locations, allowable fence heights, etc.

A permit may be required.

Consult with local utility companies for locations
of underground cables or pipelines.

PostMaster® PLUS steel fence posts are built with purpose.

Like the original PostMaster®, this system is designed to be used with standard 2x4 or 2x6 rails.

The PostMaster® PLUS fastening /f_langes of all three post types line up precisely.

Line Post

SOLID BOARD LAYOUT EXAMPLE
Corner
Post
Gate
Post
PostMaster® PLUS Line Posts have been redesigned to improve on the strengths of the original PostMaster® .

The all new Corner Post is engineering simplicity.

The all new Gate Post allows rails to extend into the gate posts for sturdier construction.

All PostMaster® PLUS posts feature a unique alternating hole pattern to accomodate #8/#9 countersunk deck screws or 1/4 inch lag screws.

Alternating hole
pattern for # 8 / #9
countersunk deck
screws or 1/4 in.
lag screws.
#8/9 countersunk
deck screws are
recommended for
/f_lush installation
to the post.

All posts available in:
7'6", 8', 9', 10', & 12'
lengths.

Traditional Fence Styles
Board on Board Shadow Box Spaced Picket
30"
10"
1 Plan, Layout & Mark
3 Install Rails 4 Install Pickets
2 Locate & Set Posts
Locate your property’s boundary lines. Precisely marking the fence layout is the critical /f_irst step in a quality installation.

Stake the locations of each Corner Post and Gate Post.

Line Posts should be spaced the length of your rail + 2", on center. The exact spacing may be modi/f_ied depending on rails used, fence height and ground slope.

Place shorter sections at the corners or near gates or buildings to make the fence /f_it the length of the layout.

Corner PostCorner Post Gate Post Line PostLine Post Gate Post Dig the post holes 6 - 10 in. diameter. Corner and Gate Posts should be 30 in. deep, while Line Posts can be 24 in. deep. The exact diameter and depth will be determined by local conditions.

The height of fence pickets should be 8 in. above the top of the top rail and 8 in. below the bottom of the bottom rail. Leave a 2 inch gap at the bottom between the pickets and the ground.

Center the terminal posts in the holes. Make sure the posts are plumb, square to the fence line and set to the correct height.

Block and support the post to preserve post position as installation continues.

Fill the hole with concrete in a continuous pour, mounding the top to direct water away from the post. When the concrete has hardened in the corner and gate posts, stretch a string between them to help set the line posts at the correct height.

TOP RAIL

MID RAIL

BOTTOM RAIL
NOTE: If the ground slopes, be sure to cut both rail-ends diagonally to allow a /f_lush /f_it against the post.
5 Install Cover Boards
One string – /f_lange to /f_lange to /f_lange.

Corner Post Gate PostLine PostLine Post
Typically pickets are positioned 2" above ground level and extend 8" above the top of the top rail.

Finish the installation by adding 1x6 cover boards over the PostMaster PLUS posts.

Top rails are
installed at the top
of the post; bottom
rails are attached 8"
above the board
bottom and middle
rails are centered
between the top
and bottom rails.

Two #8/9 x 1 ¼ in. countersunk
or ¼" lag screws
Line
Post
Line
Post
Gate
Post
2" Gap
30"
10"
8"
8"
24"
10"
8"
8"
Traditional Solid Board Fence
Installation Guidelines

RAILS ARE ATTACHED

TO THE HAT SIDE OF
THE POSTMASTER®

PLUS POSTS
Hat
Section
Flanges
www.masterhalco.com • (800) 883-8384
MH #N01018

APPLICATION OPPORTUNITIES
URBAN: Office plazas, sidewalk replacement, street tree planting areas, on-street parking, parking lots, parks and outdoor seating areas SUBURBAN: Parking lots, parks, driveways, parking bays on roadways, subdivision roads and sidewalks
REDEVELOPMENT SITES: Parking areas, plazas and public
spaces, sidewalks and brownfields

POLLUTANT REMOVAL EFFICIENCIES
(Compared to impervious runoff)
Zinc: 62-88%
Copper: 50-89%
Total Suspended Solids: 60-90%
Total Phosphorous: 65%
ATTRACTIVE n DURABLE n ENVIRONMENTALLY COMPLIANT

ANG E L US
R
E
C
Y
C

LE D C O
N
T
E
N
T
Angelus products
available with
recycled content
n The modular concrete units allow for project
phasing; open-graded base and subbase materials
are typically available locally
n Reduces contained sewer overflows (CSO) and
supports green infrastructure programs
n May be designed with underground stormwater
storage systems, over many slower-draining clay
soils and in cold climates
n Processes and reduces pollutants from vehicular
oil drippings
Angelus Permeable Interlocking
Concrete Pavers (PICP) Fact Sheet
n Infiltrates, filters and decreases stormwater runoff rate and reduces Total Maximum Daily Loads
(TMDLs)
n LEED® points eligible for Sustainable Sites,
Rainwater Management and / or Innovative Design;
Contributors to Green Globe points
n Meets U.S. Environmental Protection Agency
(EPA) storm performance criteria as a structural
best management practice (BMP) while providing
parking, road and pedestrian surfaces
n Helps meet local, state and provincial stormwater
drainage design criteria and provides compliance
with the U.S. National Pollutant Discharge
Elimination System (NPDES) regulations
n Provides 100% pervious surface by runoff passing
through small, aggregate-filled openings between
solid high-strength durable concrete pavers
n Reduces or eliminates storm water detention
and retention ponds, storm sewers, drainage
appurtenances and related costs
n May be used on sloped sites with proper design
PICP Stormwater Benefits

Permeable Interlocking Concrete Pavement
A Low Impact Development Tool
Design Software Available
Permeable Interlocking Concrete Pavement
Meets Low Impact Development Goals
Software from ICPI for permeable pavement called Permeable Design Pro incorporates research from a range of university research studies.

Contact Angelus for more information
PICP supports LID Principles

1. Conserve vital ecological and natural resources: trees, streams, wetlands and drainage courses

2. Minimize hydrologic impacts by reducing imperviousness, conserving natural drainage courses, reducing clearing, grading and pipes

3. Maintain pre-development time of concentration for runoff by routing flows to maintain travel times and discharge control

4. Provide runoff storage and infiltration uniformly throughout the landscape with small, on-site decentralized infiltration, detention and retention practices such as permeable pavement, bioretention, rain gardens open swales and roof gardens

5. Educate the public and property owners on runoff and pollution prevention measures and benefits
n Conserves on-site space: roads, parking, stormwater
infiltration and retention all combined into the
same space creating more green space or building
opportunities
n Preserves wooded area that would otherwise be
cleared for stormwater detention or retention ponds
n Increases site infiltration that helps maintain pre-
development runoff volumes, peak flows and time of
concentration
n Promotes tree survival and growth
n Contributes to urban heat island reduction through
evaporation and reflective, light colored pavers
n Highly visible, cost effective exemplary demonstration of cornerstone LID technique for public and private
development
Machine Installed
Hand Installed
Typical PICP System
n Pavers conform to ASTM C936. Installation by hand
or machine
n Open-graded crushed stone recommended for all
aggregates
n Edge restraint–concrete curbs
n Joint filling stone gradation: ASTM No. 8, 89, or 9
n 100% permeable surface
n Bedding gradation: ASTM No. 8
n Base gradation: ASTM No. 57
n Subbase gradation: ASTM No. 2, 3 or 4
n Optional geotextile: consult manufacturers for
selection
n Under Drain as required
n Soil subgrade: classified per ASTM D2487; tested for
permeability per ASTM D3385
Curve Number & Rational Method
Runoff Coefficients
NRCS Curve Numbers (CN) and Rational Method runoff
coefficients (‘C’ value) used depend on the soil infiltration rate, base storage and design storm. In every case, PICP yields significantly lower CN and C values than impervious pavement per the table below:

Land Cover Infiltration Rates
in./hr (mm/hr)
Curve
Number
CN
Runoff
Co-efficient
C
Permeable
Interlocking
Concrete Pavement
Up to 50 in./hr (1270 mm/
hr) with maintenance 3-4
in./hr (75-100 mm/hr) with
no maintenance
45–80 0.00–0.30
Impervious Asphalt
or Concrete
Pavement
0 in./hr (0 mm/hr) 95–98 0.90–0.95
SF Rima™

8.20" x 8.20" x 80mm
Permeable Holland

3.93” x 7 .87” x 80mm
Permeable Aqualina
8 Stone Package – 100 mm

3.38” x 9.45”, 3.38” x 11”, 3.38” x 12.6”

3.38” x 14.18”, 4.5” x 9.45”, 4.5” x 11”

4.5” x 12.6”, 4.5” x 14.18”
Permeable Slate Stone
4 Stone Package– 80mm

5.90”x 5.90”, 5.90” x 8.90”,

8.90”x 8.90”, 8.90” x 11.90”
Permeable Courtyard
4 Stone Package– 80mm

5.90”x 5.90”, 5.90” x 8.90”,

8.90”x 8.90”, 8.90” x 11.90”

Additional Benefits
n ADA Compliant
n Concrete pavers available in various shapes and colors; colored pavers mark lanes and parking spaces
n Simplifies surface and subsurface repairs by reinstating the same paving units; no unsightly patches or
weakened pavement cuts
FAQs
Can PICP be used on clay soil? Yes. Even in clay soils, PICP reduces runoff and helps to capture “first flush” runoff and reduce pollution.

Can PICP be used to replace conventional stormwater
management tools such as detention basins? Yes. In both colder and warmer climates, PICP has been used to reduce or eliminate the need for conventional stormwater pipe
infrastructure, detention basins and drop inlets.

Is maintaining PICP difficult? No. PICP can be maintained through street sweeping and vacuuming based on periodic inspection.

Can PICP be used in cold climates? Yes. PICP has been
very successful in many Canadian and northern United
States applications. It remains stable through freezing and thawing cycles.

References
Ferguson, B. K. Porous Pavements. Boca Raton, FL: CRC
Press 2005
Smith, David R. Permeable Interlocking Concrete
Pavements: Selection • Design • Construction • Maintenance, Herndon, VA: ICPI 4th ed., 2011. www.icpi.org
Volume Reduction
Research has demonstrated that the PICP can reduce
runoff as much as 100% from a 3 in. (75 mm) rain event
with sandy soil and a minimum of 12 in. (300 mm) thick
open-graded aggregate base.

Given regional variations in annual rainstorms and PICP base storage capacities, PICP can reduce annual outflows between 30% and 80%. Well-maintained PICP can reduce
flow rates by 70% to 90% from intense rain events and up to 100% for many storms. This yields corresponding reduction in runoff pollution.

Peak Flow Reduction and Delay
PICP can reduce peak flow by as much as 89%, producing
a hydrograph nearer to pre-development conditions.

Peak flow is generally proportional to rainfall intensity.

Permeable pavers delay the timing of peak flow runoff from several hours to several days.

Water Quality Improvement
PICP treats storm water by slowing runoff velocities to allow for sedimentation and filtering by aggregates in
the surface openings and base. Oils adhere to small soil particles and aggregates and then are digested by bacteria.

Angelus Block Co., Inc.
www. AngelusPavingStones.com • [email protected] Rialto (951) 328-9115 • Oxnard (805) 485-1137
Rainwater Quantity and Quality Benefits
Example Layout
Approximate scale: 1/4 in. = 1 ft. Layout shown derived from available cad hatch file (.pat). Please contact your representative for more information. 6x12 Herringbone
100% 6x12www.angeluspavingstones.com

PEDESTAL BOTTLE FILLER SPECIFICATIONS

WATER QUALITY (LEAD FREE)

RECEPTOR BOWL

BUBBLER HEAD

PUSH BAR

CONTROL VALVE

WATER SUPPLY (LEAD FREE)
FINISH

INSTALLATION

WINTERIZATION

WARRANTY

SHIPPING WEIGHT

STAINLESS STEEL PEDESTAL
OR
DRAIN

BOTTLE FILLER SPOUT
Section 9, California Proposition 6 and the Federal Safe Drinking Water Act.

One piece weld construction with MDF standard 3/16” wall thickness. 18 gauge electro-polished stainless steel bowl. Bowl overlaps pedestal, preventing buildup of residue in visual drinking area. Optional stainless steel Bowl Strainer recommended for areas with sand. Not applicable on Model 10125 SMSS.

Stainless steel anti-squirt head (weighing a pound and a half ) mounted with a lock nut and washer to prevent tampering. Lock nut pin holds bubbler in locked position to prevent twisting or turning. The MDF bubbler head has a unique design that features a steady stream trajectory and a built in natural shield from contamination.
304 stainless steel with circumference exceeding 8.6” . Mushroom style push bar overlaps and prevents sand and other objects from sticking push bar in the ON position. Stainless steel bubbler housing standard.

Requires less than 5 lbs to operate. Non-cartridge O-ring valve delivers steady stream of water through an adjustable valve. This valve design is to operate and function at 30 to 80 PSI. Ideal operating pressure is 60 PSI.

Maintenance free reinforced nylobraid tubing - this tubing is not plastic. It is supplied with a 1/2” MIP threaded inlet with stainless steel strainer. Union fittings at every connection. Supply line stops above grade. Water Filter is standard on this model.

Oven baked powder coat. Choice of colors are: green, blue, black, red, yellow, orange, brown and white. Textured color choices: emerald, sapphire, pyrite, text-black, burgundy, gold vein, copper and sandstone. Stainless steel models are powder coated for added protection. The color chrome is an available option for stainless steel models only.

STANDARD PEDESTAL
Surface Mount installation, is designed to be anchored on top of a new or existing surface (concrete,etc.) For a new surface, a surface mount carrier is recommended.

For an existing surface, anchor bolts are to be used through the attached mounting plate. Surface Mount Fountains come standard with an access door with vandal resistant stainless steel screws.

Shut off water and drain down. Remove water filter.

One year warranty, labor not included.

Model 10125 SM.....110 lbs Model 10125 SMSS...... 100 lbs Model 10890 SM........ 150 lbs Model 10135 SM.....150 lbs Model 10135 SMSS...... 150 lbs Model 10890 SMSS... 140 lbs Model 10140 SM.... 245 lbs Model 10140 SMSS...... 245 lbs Model 10145 SM.... 245 lbs Model 10145 SMSS...... 235 lbs Model 10895 SM........ 200 lbs Model 10150 SM.... 245 lbs Model 10150 SMSS...... 235 lbs Model 10895 SMSS... 190 lbs Model 10155 SM.... 195 lbs Model 10155 SMSS...... 185 lbs One piece weld construction with MDF standard 304 schedule 10 stainless steel. 1 1/2” schedule 40 PVC pipe. Drain line stops above grade.

Sanitary recessed nozzle.

MOST DEPENDABLE FOUNTAINS, INC.™
5705 COMMANDER DR. • ARLINGTON, TN 38002-0587
www.mostdependable.com
(901) 867-0039

LEAD FREE

MOST DEPENDABLE FOUNTAINS, INC.
5705 COMMANDER DR. P.O. BOX 587
ARLINGTON, TN 38002-0587
PHONE: (901) 867-0039
www.mostdependable.com
CADdetails.com
NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

2. NOTE TO ARCHITECT, SCALE DRAWING IN AUTOCAD MODEL SPACE.

3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.

4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.

5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER

REFERENCE NUMBER
22/07/2019
3354-17.52
3354-17.52
PROTECTED BY COPYRIGHT ©
2019
CADDETAILS.COM LTD.

REVISION DATE
CADdetailsPLUS
™

FOUNTAINS,
MODEL 10145 SM

SHOWN W/ OPTIONAL PET FOUNTAIN

IF TYING INTO A SANITARY SEWER, A P-TRAP WILL

BE NECESSARY

FRONT VIEW

TOP VIEW
34"
18"
18"
5"
27"

REMOVABLE
SS CAP
PET

FOUNTAIN
33"
3"
15" TYP
35"
5"
41"

ADA ARM

ADULT ARM
10" SS PIPE

ACCESS DOOR

PET FOUNTAIN ON

OPPOSITE SIDE

ANCHORED INSIDE

OF PEDESTAL
BY M.D.F
18"

OPTIONAL TEMPLATE

BOLT IS CENTERED
UNDER "ADA ARM"

PUSH BUTTON FOR

PET FOUNTAIN ON

OPPOSITE SIDE
6 5/8" SLEEVE
RECOMMEND A 2", 3"
OR 4" OPEN HUB DRAIN

REMOVE DOG BOWL

IN ORDER TO INSTALL
3RD TORX BOLT
2", 3" OR 4" OPEN

HUB DRAIN

BOLT IS CENTERED
UNDER "ADA ARM"
BOTTLE
FILLER
WATER

HEAVY DUTY MIRROR INSTALLATION GUIDE
The Convex Mirror Shop
3 Bert Dr, Unit 10
West Bridgewater
MA 02379
United States
Call: 781-344-8459
www.convexmirrorshop.com
Mounting Bracket To A Flat Surface:

Decide the appropriate place to site the mirror to give maximum vision.

Fix J-Bracket to wall or ceiling using suitable fixing hardware (ie: screws, bolts). Allowing enough room to get the mirror on to the J-Bracket.

Thread adaptor into the back of the mirror
Slide the adaptor and mirror over the J-Bracket and adjust mirror to the desired position.

Tighten the locking bolt on the adaptor securely.
(Remove protective film on acrylic model).

1. 2.

3. 4.

5. 6.

HEAVY DUTY MIRROR INSTALLATION GUIDE
The Convex Mirror Shop
3 Bert Dr, Unit 10
West Bridgewater
MA 02379
United States
Call: 781-344-8459
www.convexmirrorshop.com
Mounting Bracket To 3” Pole With U-Bolts: (U-Bolt Pack Purchased Separately) Choose a 3” Round pole to attach the U-Bolts to.

For 12” - 18” - 24” - 30” diameter mirrors:

Thread the U-Bolts around the J-Bracket and through the U-Bolt Flat Plate.

For 32” - 36” - 40” diameter mirrors:

Thread the U-Bolts through one side of the J-Bracket and then through both sides of the U-Bolt Flat Plate.

Thread the Washer and Nut onto the U-Bolts and tighten.

Thread adaptor into the back of the mirror.

Slide the adaptor and mirror over the J-Bracket and adjust mirror to the desired position.

Tighten locking bolt on adaptor securely. (remove protective film on acrylic model).

1. 2.

3. 4.

5. 6.

7. 12” 18” 24” 30” mirrors 32” 36” 40” mirrors

4.50 15.00 21.00

20.00 3.00

3.00 LIFTING
HANDLE
HEIGHT
CHAIN
EYE
HEIGHT
"A-DIM"
(STANDARD = 36.0")

FINISHED GRADE

CHAIN EYE (OPTIONAL)

LIFTING HANDLE
(OPTIONAL)

EMBEDMENT SLEEVE
ASSEMBLY 5
#4 REBAR (5 PCS. VERTICAL)
#4 REBAR (3 PCS. HORIZONTAL)
CONCRETE CORE (3,000 PSI)

VISQUEEN VAPOR BARRIER

GRAVEL (POROUS MATERIAL)
2" DRAIN PIPE (BY OTHERS)

FLAT CAP SHOWN
72° TYP

12.00 CAGE

20.00 9.25

REBAR CAGE
FLAT
30°
KNIGHT
DOME

4.00 2.00
VIKING

CAP STYLES:
1 2

ELEVATION VIEW

PLAN VIEW
3 3

REVISIONS
ZONE REV. ECO DESCRIPTION DATE APPROVED
A -- ORIGINAL RELEASE. 04/13/2022 C. VIDAMO

BUILD SPECIFICATIONS
PIPE SCHEDULE:
(SELECT ONE) SSR04040 SCH40 SSR04080 SCH80
PIPE MATERIAL:
(SELECT ONE) T304 (STANDARD) T316
BOLLARD CAP STYLE:
(SELECT ONE) FLAT DOME KNIGHT VIKING BOLLARD FINISH:
(SELECT ONE) #4 BRUSHED (STANDARD)
OTHER: ___________________________

DIMENSIONS
( SUPPLY "A-DIM" ) A-DIMENSION (INCHES): _____________ OPTIONS:
(SELECT ALL REQUIRED)
CHAIN EYE QTY:____ HEIGHT:_____
LIFTING HANDLE QTY:____ HEIGHT:_____
OTHER:
(SPECIFY ANY OTHER

CUSTOMIZATION REQUEST)
__________________________________________

CUSTOMER INORMATION
COMPANY: _______________________________________________________ PROJECT NAME: _______________________________________________________ SIGNEE'S NAME WRITTEN CLEARLY: _______________________________________________________ AUTHORIZED SIGNATURE: _______________________________________________________ DATE: _______________________________________________________ OTHER/NOTES: _______________________________________________________

ATKORE CALPIPE SECURITY
TITLE:

SSR040XXR_CS
REV
A
DATE:

PROJECT NAME:

SSR

DO NOT SCALE DRAWING
12160 WOODRUFF AVE
DOWNEY, CA 90241
WEIGHT (LBS.): 50-65
SIZE: DWG. NO:

SHEET 1:10 1 OF 104/13/22
B
DRAWN:

CHECKED:

ELECTRICAL ENGINEER:

OPERATIONS MANAGER:

PROGRAM MANAGER:

MECH. ENGINEER:

DATE:

C. VIDAMO 04/13/22
04/13/22
04/13/22
J. GALLEGOS
C. VIDAMO
UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES
TOLERANCES ON:

FRACTIONAL DECIMAL ANGULAR
1/16 1.X .03
.XX .01
.XXX .005
CUT SHEET, 4IN INTERNAL

LOCKING REMOVABLE BOLLARD,

ROUND REBAR, SSR

PROPRIETARY AND

CONFIDENTIAL

THE INFORMATION CONTAINED

IN THIS DRAWING IS THE SOLE

PROPERTY OF ATKORE CALPIPE
SECURITY. ANY REPRODUCTION

IN PART OR AS A WHOLE

WITHOUT THE WRITTEN

PERMISSION OF ATKORE CALPIPE
SECURITY IS PROHIBITED.

MATERIAL FINISH

THIRD ANGLE PROJECTION
NOTES: UNLESS OTHERWISE SPECIFIED
SCALE:

A A
B B
C C
D D
E E
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
4" PIPE, ASTM 312 OR EQUAL. PIPE SCH PER BUILD.CUSTOMER SELECTION.1 PER CUSTOMER SELECTION OR BUILD SPECIFICATIONS.2
ABOVE GRADE HEIGHT MUST BE SPECIFIED. STANDARD HEIGHT IS 36.0" UNSPECIFIED.3 PAD LOCK OR SIMILAR LOCKING MECHANISM SHALL BE PROVIDED BY OTHERS.4.

EMBEDMENT SLEEVE SHOWN FOR REFERENCE ONLY. EMBEDMENT SLEEVE WILL BE ENTERED AS A SEPARATE LINE ITEM. EMBEDMENT SLEEVE MATERIAL SHALL BE T304 STAINLESS STEEL.5 PURCHASER/CONTRACTOR/INSTALLER IS RESPONSIBLE FOR FOLLOWING ALL LOCAL BUILDING, ELECTRICAL AND CONSTRUCTION CODES AND MUST VERIFY SOIL/SITE CONDITIONS ARE 6.

APPROPRIATE FOR INSTALLATION. CRASH RATED PRODUCTS MUST BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. FAILURE TO COMPLY WITH INSTALLATION REQUIREMENTS WILL VOID WARRANTY AND OR CRASH RATING.

IF SONOTUBES ARE USED, REMOVE BEFORE FINAL CONCRETE POUR. DO NOT LEAVE SONOTUBE IN PLACE. CEMENT CORE MUST BE IN DIRECT CONTACT WITH FINISH GRADE AND SUBSTRATES. 7. 1 2

Guide Specification Section 03 35 19 Integrally Colored Concrete Finishing Davis Colors Page 1 Section 03 35 19
SECTION 03 35 19 INTEGRALLY COLORED CONCRETE FINISHING Davis Colors enhance the beauty of concrete. Integral colors are economical to use because they are mixed right into concrete and require little additional labor to install. They also contribute to sustainable construction because, unlike most surface-applied finishes, integral colors have no volatile organic compounds (VOCs), are permanent, and do not require periodic re-application. Davis Colors are made with pure, concentrated pigments specially processed for mixing into concrete. They are light fast, alkali resistant, weather resistant, and formulated to give long-lasting appeal to decorative concrete. In general, integrally colored concrete is produced the same way as high-quality uncolored concrete. Comply with American Concrete Institute (ACI) recommendations and applicable industry guidelines. Specification Coordination: Use this document when specifying integral colors for site-cast concrete. Specify basic concrete requirements in Related Sections, then use this document to specify integrally colored finishes. Alternatively, insert clauses from this document into your master specification for concrete work. Coordinate this document and Related Sections carefully. Text shown in green applies primarily to flatwork; text shown in orange applies primarily to formed concrete. This document is available in word processing format at www.daviscolors.com/Literature. Turn on HIDDEN TEXT to view or print specifier notes. Drawing Coordination: Show locations of integrally colored concrete on Drawings or in Schedules. Samples and Technical Assistance: Davis Colors Phone: 800-356-4848 (toll free) or 323-269-7311. E-mail: [email protected]. Internet: www.daviscolors.com.

PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Integrally colored finishes for site-cast concrete. 2. If this Section conflicts with Related Sections: a. This Section takes precedence for matters that affect concrete appearance. b. Related Sections take precedence for matters that do not affect concrete appearance. c. In case of conflicts, notify [Architect]<Other party> for clarification. B. Related Sections 1. Related Site Cast Concrete Sections: a. Division 03 Section ["Cast-in-Place Concrete"]<Other title>: Basic requirements for concrete and coordination of sample submittal.

Davis Colors Page 2 Section 03 35 19
b. Division 03 Section ["Tilt-Up Concrete"]<Other title>: Basic requirements for concrete and coordination of sample submittal. c. Division 32 Section ["Concrete Paving"]["Decorative Concrete Paving"]<Other title>: Basic requirements for concrete and coordination of sample submittal. d. <Other Related Sections> 2. Other Related Sections: a. Division 03 Section ["Precast Concrete" ]<Other title>: Colored precast concrete. b. Division 04 Section ["Concrete Unit Masonry" ]<Other title>: Colored concrete masonry. c. Division 07 Section ["Joint Sealants" ]<Other title>: Colored sealants for joints. d. Division 32 Section ["Precast Concrete Unit Paving" ]<Other title>: Colored concrete units. e. <Other Related Sections> 1.2 REFERENCE STANDARDS A. [ACI 117 – Tolerances for Concrete Construction and Materials] B. ACI 301 – Structural Concrete. C. ACI 303.1 – Cast-in-Place Architectural Concrete. D. ACI 305.1 – Hot Weather Concreting. E. ACI 306.1 – Cold Weather Concreting. F. ACI 308R – Curing Concrete. G. ACI 318 – Building Code Requirements for Structural Concrete. H. [ACI 347 – Formwork for Concrete] I. ASTM C309 – Liquid Membrane-Forming Compounds for Curing Concrete. J. ASTM C979 – Pigments for Integrally Colored Concrete. 1.3 PREINSTALLATION MEETINGS A. Preinstallation Conference: 1. Conduct conference at [Project site]<Other location>. 2. Comply with Division 01 Section ["Project Management and Coordination"]<Other section title>. 3. Review procedures required to produce specified results. 1.4 SUBMITTALS A. Product Data: 1. Color additives. 2. Curing products. 3. [Form facing materials.] 4. [Form release agents.] 5. [Proprietary cleaning agents.] 6. [Surface retarders.]

Davis Colors Page 3 Section 03 35 19

7. <Other product type> B. LEED Submittals: Submit data for: 1. [Heat Island Effect – Non-Roof: LEED Credit SS 7.1 <Other Credit>.] 2. Recycled Content: LEED Credit MR 4.1 [and MR 4.2] <Other credit>. 3. Regional Materials: LEED Credit MR 5.1 [and MR 5.2] <Other credit>. C. Shop Drawings: Indicate extent of each color of integrally colored concrete. D. Samples for Initial Selection: Submit color additive manufacturer's [color chart][sample chip set]. E. Samples for Verification: Submit sample chip of specified concrete colors indicating Davis color name. F. Qualification Data: For Installer. 1.5 QUALITY ASSURANCE A. Perform work in accordance with: [ACI 301,] [ACI 303.1,] ACI 305.1, ACI 306.1, ACI 318. B. Obtain each material from same source and maintain high degree of consistency in workmanship throughout Project. C. Installer Qualifications: Concrete work shall be by firm with [five]<Other number> years experience with work of similar scope and quality. D. Field Samples: Submit [three]<Other number> samples [24 by 24 inches]<Other size> indicating concrete color range and texture. E. Integrally Colored Concrete Mock-Up: 1. Provide full-scale mock-up under Division 01 Section ["Quality Requirements"]<Other section title>. Construct at least one month before start of other concrete work to allow concrete to cure before observation. 2. At location acceptable to [Architect]<Other party>, demonstrate methods used for construction, including forming and finishing conditions required for Project using materials, workmanship, joint treatments, [form ties,] [patching techniques,] and curing methods to be used throughout Project. 3. Accepted mock-up provides visual standard for work of Section. 4. [Mock-up may remain as part of Work.] [Remove mock-up when no longer required for comparison with finished work.] 1.6 DELIVERY, STORAGE, AND HANDLING A. Color Additive: Deliver, store, and handle in accordance with manufacturer's instructions. B. Concrete: Schedule delivery to provide consistent mix times from time color additive is placed in mixture until placement of integrally colored concrete. PART 2 - PRODUCTS

Davis Colors Page 4 Section 03 35 19

2.1 CONCRETE MATERIALS A. Cements: 1. Types: [As specified in Related Sections.]<Requirements>. 2. Colors: [Gray.][White.][As required to match Reference Sample.] B. Supplementary Cementitious Materials: 1. Types: [As specified in Related Sections.]<Requirements>. 2. Colors: [Gray.] [White.] [As required to match Reference Sample.] C. Fine Aggregate: 1. Types: [As specified in Related Sections.]<Requirements>. 2. Color: [Locally available natural aggregate.] [Match [Architect]<Other party> sample.] [As required to match Reference Sample.] D. Coarse Aggregate: 1. Types: [As specified in Related Sections.]<Requirements>. 2. Color: [Locally available natural aggregate.] [Match [Architect]<Other party> sample.] [As required to match approved concrete sample.] E. Special Aggregates: <Requirements>. F. Water: Clean and potable. G. Admixtures: Do not use calcium chloride admixtures. 2.2 COLOR ADDITIVES A. Manufacturer: Davis Colors 1. Contact Information: a. Phone: 800-356-4848 or 323-269-7311. b. E-mail: [email protected]. c. Web Site: www.daviscolors.com. 2. Substitutions: Comply with Division 01 Section ["Substitution Procedures"]<Other section title>. B. Type: 1. Concentrated pigments specially processed for mixing into concrete and complying with ASTM C979. 2. Color additives containing carbon black [are] [are not] acceptable. C. Color Additive Delivery: 1. Automated Dispensing: Meter and dispense colors using computer-controlled automated color weighing and dispensing system. Use Davis Colors Chameleon liquid metering system and Hydrotint liquid color additives. 2. Manual Dispensing: Use Davis Colors Mix-Ready powdered color additives in pre-measured disintegrating bags. 2.3 FORMED CONCRETE A. [Forms] [and] [Form Facing Materials]: 1. Type: High density and non-vapor transmitting form face, free of rust or other defects deleterious to required finish, and with watertight joints. <Other requirements> 2. Profile: <Describe form liner pattern, if required.>

Davis Colors Page 5 Section 03 35 19
B. Form Ties: [Fiberglass rods tinted to match concrete.] [Corrosion-resistant ties, removable cones, and plugs.]<Other requirements>. C. Form Release: Use type that is non-staining and minimizes formation of bug-holes. <Other requirements.> D. Curing Compound for Formed Surfaces: Complying with ASTM C309 and approved by color additive manufacturer for use on integrally colored concrete. Do not use white-pigmented curing compounds. 2.4 CONCRETE FLATWORK A. Surface Retarder: <Add requirements.> B. Curing Compound for Flatwork: Davis Colors [W-1000 Clear Cure & Seal] [Color Seal II, tinted to match integrally colored concrete]; complying with ASTM C309 and designed for use on integrally colored concrete. C. Moist Curing Blankets: McTech Group (www.mctechgroup.com) [UltraCure NCF][UltraCure SUN] disposable curing blankets designed for use on colored or decorative concrete and to keep surface of concrete moist for seven days. 2.5 ACCESSORIES A. Reinforcing Bar Supports: Use corrosion-resistant types at locations contacting exposed surfaces. <Other requirements.> B. Joint Sealants: 1. Provide [type specified in Division 07 Section "Joint Sealants".]<Other requirements>. 2. Color: [Color selected by [Architect]<Other party> from manufacturer's full range] to match integrally colored concrete. C. Cleaning Agents: Use products known to be compatible with integrally colored concrete. 2.6 MIXES A. Slump: [4 inches]<Other>. If greater slump is required, use water-reducing or super-plasticizing admixture; do not add water. B. Color Additives: Mix in accordance with manufacturer's instructions. Mix until color additives are uniformly dispersed throughout mixture and disintegrating bags, if used, have disintegrated. C. Do not retemper mix or add water in field. 2.7 CONCRETE COLORS A. Concrete Colors: 1. [Concrete Color-01]<Other designation>: a. Name: <Add color number name>. b. Number: <Add color number number>. 2. [Concrete Color-02]<Other designation>: a. Name: <Add color number name>. b. Number: <Add color number number>.

Davis Colors Page 6 Section 03 35 19
B. Concrete Colors: Provide color additives that, along with specified concrete materials, result in concrete to match [existing concrete] [Architect]<Other party> sample]. C. Concrete Colors: 1. Provide colors to be selected by [Architect]<Other party>. [Allow for up to [three]<Other number> colors for Project.] 2. Provide colors from color additive manufacturer's [subtle] [standard] [premium] [ultra-premium] [and] [elite] color line[s]. 2.8 SCHEDULE Location/Designation Color Name Davis Colors Number Finish Lobby - South Wall Davis Colors – Sierra 61078 Exposed Aggregate Concrete Color-01 --- Concrete Palette 0123456780 Trowel Concrete Color-02 --- Concrete Palette 0987654321 Broom PART 3 - EXECUTION 3.1 EXAMINATION A. Do not place integrally colored concrete where standing water is present. 3.2 INSTALLATON A. Comply with color admixture manufacturer’s recommendations unless otherwise specified in this Section. 3.3 FORMED SURFACES A. Structural Concrete: 1. Provide ACI 301 Surface Finish SF-3.0: a. Patch voids larger than 3⁄4 inch wide or 1⁄2 inch deep. b. Remove projections larger than 1⁄8 inch. c. Patch tie holes. 2. Match sample finish. Contractor must reproduce a mockup of the sample finish on an area at least 100 square feet. 3. Surface Tolerance: ACI 117: a. Class A (+1/8 inch maximum irregularities). b. Class B (+1/4 inch maximum irregularities). c. Class C (+1/2 inch maximum irregularities). d. Class D (+1 inch maximum irregularities). B. Architectural Concrete 1. As-Cast Finish: Form or form facing material shall be: a. Smooth. b. Patterned: <Add requirements.> 2. Exposed Aggregate Finish: Comply with ACI 303.1. a. Type: [Abrasive blast.] [Mechanical Tooling (Bush Hammering).] [Water Blast.] b. Reveal: Projection of the aggregate from mortar after completion of exposure operations: 1) Brush: Sufficient to dull surface sheen but not reveal aggregate. 2) Light: Maximum 1/16 inch reveal. 3) Medium: Maximum 1/4 inch reveal.

Davis Colors Page 7 Section 03 35 19
4) Heavy: Maximum reveal of 1/3 of large aggregate diameter. 3. Surface Tolerance: ACI 347: a. Class A (+1/8 inch maximum irregularities). b. Class B (+1/4 inch maximum irregularities). C. Curing and Stripping: 1. Curing: Cure for [duration recommended in ACI 308R][28 days]<Other Duration>. Maintain concrete between [65° and 85°F]<Other Temperature Range> during curing. 2. Leave forms in place for as long as practical, and do not strip until concrete has reached a consistent age. 3. Stripping: If forms are removed before required curing duration, apply curing compound for formed surfaces. To extent practical, integrally colored concrete throughout project should be cured using the same methods and for the same durations. D. Repair: 1. Fill holes and defects in concrete surface within 48 hours of form removal. 2. [Use patching materials and techniques approved in mock-up.] 3. Make patches with stiff mortar made with materials from same sources as concrete. Adjust mortar mix proportions so dry patch matches dry adjacent concrete. Add white cement to mortar mix if necessary to lighten it. [With exposed aggregate finishes, add aggregate to mortar mix so patches will have same texture and appearance as adjacent concrete.] 3.4 FLATWORK A. Finishing: 1. Broom Finish: Pull broom across freshly [floated] [troweled] concrete to produce [fine] [medium] [coarse] texture in [straight] [wavy] lines perpendicular to main line of traffic. Do not dampen brooms. 2. Trowel Finish: Provide smooth surface. [Hard trowel to densify surface.] Do not [over-trowel or] start troweling late. a. Hand Trowel: Use steel trowel. b. Machine Trowel: [Use steel trowel blades.][Use steel-reinforced plastic trowel blades such as Poly-Pro from Wagman Metal Products, Inc. (www.wagmanmetal.com). 3. Polished: <Add requirements.> 4. Stamped: <Add requirements.> 5. Retarded Surface. <Add requirements.> 6. Abraded Surface: a. Method: [Abrasive blast] [Mechanical Tooling (Bush Hammering)] [Water Blast.]: b. Reveal: Projection of the aggregate from mortar after completion of exposure operations: 1) Brush: Sufficient to dull surface sheen but not reveal aggregate. 2) Light: Maximum 1/16 inch reveal. 3) Medium: Maximum 1/4 inch reveal. 4) Heavy: Maximum reveal of 1/3 of large aggregate diameter. 7. Select Aggregate: <Add requirements.> B. Curing 1. Apply [curing compound for flatwork] [moist curing blanket] in accordance with manufacturer's instructions. Apply curing at consistent time for each pour. 2. Maintain concrete between [65° and 85°F]<Other temperature range> during curing. 3.5 APPEARANCE TOLERANCES

Davis Colors Page 8 Section 03 35 19
A. Appearance: Minor variations in appearance of integrally colored concrete that are similar to natural variations in color and appearance of uncolored concrete are acceptable. 3.6 CLEANING A. Efflorescence: Remove efflorescence [as soon as practical after it appears] [and] [as part of final cleaning]. B. Use least aggressive cleaning techniques possible C. If proprietary cleaning agents are used, pre-wet surface, test cleaning agent on small, inconspicuous area, and check effects prior to proceeding. [At walls, begin cleaning at top and work down.] Thoroughly rinse surface afterwards with clean water. Follow cleaner manufacturer's instructions. D. Do not use muriatic or hydrochloric acid on integrally colored concrete. END OF SECTION Davis Colors®, Concrete Palette™, Hydrotint®, Mix-Ready®, W-1000 Clear Cure & Seal®, and Color Seal II™, are trademarks of Davis Colors/Rockwood Pigments NA, Inc. Copyright 2012 by Davis Colors/Rockwood Pigments NA, Inc. Qualified design and construction professionals may copy for preparation of construction specifications. Issued June 2012.

VRB1 LED Round Bollard
Single Function, Vandal-Resistant, Aluminum Shaft
revision 8/7/14 • kl_vrb1led_spec.pdf
Approvals:

Specifications
Date:

Page: 1 of 3
Type:

Job:

Catalog number:
© 2014 KIM LIGHTING • 16555 EAST GALE AVENUE, CITY OF INDUSTRY, CA 91745-1788 • TEL: 626/968-5666 • FAX: 626/968-5716 VRB1 / / /
Fixture Electrical Module Luminaire Finish Option (includes top cap and shaft)
See page 2
1K"
(38 mm)

ANCHOR BOLT PROJECTION
VRB-LED Models
10 - 20 Diodes
VRB1- Single Function Luminaire (Aluminum Shaft)
Maximum weight: 30 lb

BASE PLAN VRB

ALUMINUM SHAFT
9"
(229 mm)
8" DIA.
(203 mm)
42"*
(1067 mm)36"
LIGHT
CENTER
HEIGHT
(914 mm)
6"
(152 mm)
*30" OR 36"

OVERALL HEIGHT

AVAILABLE - CONTACT

KIM REPRESENTATIVE
5" BOLT CIRCLE DIA.
(127 mm)
3L"

CONDUIT

OPENING
(95 mm)
8" DIA.
(203 mm)

KIM LIGHTING RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE Domed Top Cap: One-piece die-cast aluminum secured to
louvers by concealed allen screws in keyhole slots. For relamping access, allen screws shall not require complete removal.

Louvers: Aluminum die-cast with vertical support ribs at 90° intervals. Horizontal louver blades shall have a 1L" depth, a 65° upward pitch and provide light source cutoff above horizontal. Louver assembly shall be secured to shaft by four internal tie rods.

Lamp Enclosure: One-piece tempered molded glass with
internal flutes and full gasketing at bottom edge.

Fixture Head: Allows flow-through ventilation around and above the lamp enclosure.

Shaft: One-piece extruded aluminum, .125" wall thickness with a heavy cast aluminum twist-lock anchor base concealed within the shaft. Concealed set screws shall lock shaft onto the cast anchor base.

Electronic Module: All electrical components are either UL or ETL recognized, mounted on a single plate and factory prewired with quick disconnect plugs. Driver is rated for -40°F starting and has a 0-10V dimming interface for multi-level illumination options.

Optical Module: Each LED equipped with a directional optic for maximum beam angle projecting through louver stack spacings.

LED boards to be mounted to an anodized inter-locking heat sink extrusion. (Type I) two 5-LED boards for a total of 10-LED. (Type III) three 5-LED boards for a total of 15-LED. (Type V) four 5-LED boards for a total of 20-LED. Available in 580nm Amber, 3000K, 4200K and 5100K color temperatures.

Anchor Bolts: Four C" x 10" + 2" zinc plated L-hooks, each with two nuts, washers and a rigid pressed board template.

Finish: Each luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) polyester powdercoat finish. Standard colors include (BL) Black, (DB) Dark Bronze, (WH) White, (PS) Platinum Silver, (SG) Stealth Gray, (LG) Light Gray, and (CC) Custom Color (Include RAL#).

Listed to: UL 1598 Standard for Luminaires - UL 8750 Standard for Safety for Light Emitting Diode (LED) Equipment for use in Lighting Products and CSA C22.2#250.0 Luminaires. RoHS
compliant. Meets Buy American provisions within ARRA.

Warranty: Kim Lighting warrants Bollard LED products sold by Kim Lighting to be free from defects in material and workmanship for (i) a period of five (5) years for metal parts, (ii) a period of five (5) years for exterior housing paint finish(s), (iii) a period of five (5) years for LED Light Engines and, (iv) a period of five (5) years for LED power components (driver, surge protector and LifeShield ®
device), from the date of sale of such goods to the buyer as specified in Kim Lighting shipment documents for each product.

CAUTION: Fixtures must be grounded in accordance with
national, state and/or local electrical codes. Failure to do so may result in serious personal injury.

VRB1 and VRB3
VRB2 and VRB4
Fixture Cat. No. VRB1 Single Function, Aluminum Shaft, Domed Top VRB1 LED Round Bollard
Single Function, Vandal-Resistant, Aluminum Shaft
revision 8/7/14 • kl_vrb1led_spec.pdf
Page: 2 of 3
Type:

Job:

Standard and Optional Features
© 2014 KIM LIGHTING • 16555 EAST GALE AVENUE, CITY OF INDUSTRY, CA 91745-1788 • TEL: 626/968-5666 • FAX: 626/968-5716 Electrical Module
LED = Light Emitting Diode
Finish
TGIC thermoset polyester
powder coat paint
applied over a titanated
zirconium conversion
coating on fixture and shaft.

Color:

Black Dark Bronze Light Gray Stealth Gray Platinum Silver White Custom Color1 Cat. No.:  BL  DB  LG  SG  PS  WH  CC
NOTE: Black and Dark Bronze colors will produce slightly less louver brightness than Light Gray or White.
1 Custom colors subject to additional charges, minimum quantities and extended lead times.

Consult representative. Custom color description:

Cat. Nos. for LED Electrical Modules available:

UVxL
Source:
 10L = 10 LED
(IES Type I)
 15L = 15 LED
(IES Type III)
 20L = 20 LED
(IES Type V)
Voltage:
 UV Universal Voltage
shall range from
120V-277V
xK
Color Temperature:
 2K = 580nm - Amber
 3K = 3000K
 4K = 4200K
 5K = 5100K
Optional Duplex
Receptacle
Cat. No.  DR
 DR-GFI
 No Option
Mounted 18" from bottom of shaft, in a cast aluminum box that is internally welded and sealed with a gasketed While-In-Use cover with locking tab. Painted to match bollard.

DR weather proof duplex receptacle rated 20A, 125V.

DR-GFI weather proof duplex receptacle with ground fault circuit interrupter rated 20A, 125V.

Battery Back-up
Cat. No.  EM
 No Option
Internal battery pack provides 90 minutes of supplemental light at 50% of initial lamp lumens.
battery back-up
Driver has a 0-10V dimming interface with a dimming
range of 10-100%. Is compatible with most control
systems including Hubbell Building Automation
wiHUBB™ . Approved dimmers include Lutron Diva
AVTV, Lutron Nova NFTV and NTFTV. Note: Not
compatible with current sourcing dimmers. Controls
compatible via Gray and Purple dimming lead.
0-10V Dimming Interface
Fixture
Housing 30 mA Max
Gray Dimming Lead (-)
Standard Input Black (+)
White (-)
Green (GND)
Purple Dimming Lead (+)
VRB1 LED Round Bollard
Single Function, Vandal-Resistant, Aluminum Shaft
revision 8/7/14 • kl_vrb1led_spec.pdf
Page: 3 of 3
Type:

Job:

Lumen Data
© 2014 KIM LIGHTING • 16555 EAST GALE AVENUE, CITY OF INDUSTRY, CA 91745-1788 • TEL: 626/968-5666 • FAX: 626/968-5716 Absolute Lumens
Temperature TYPE 1 TYPE 3 TYPE 5
3000K 396 567 811
4200K 491 703 1005
5100K 515 739 1057
B.U.G. Rating (TM15) in Lumens where B = Backlight, U = Uplight, G = Glare Temperature TYPE 1 TYPE 3 TYPE 5
3000K B1 U2 G1 B1 U2 G1 B1 U2 G1
4200K B1 U2 G1 B1 U2 G1 B1 U2 G1
5100K B1 U2 G1 B1 U2 G1 B1 U2 G1
LED performance and lumen output continues to improve at a rapid pace. Log onto www.kimlighting.com to download the most current photometric files from Kim Lighting’s IES File Library.

For custom optics and color temperature configurations, contact factory.

Spectroradiometric
3000K Average 4200K Average 5100K Average
Correlated Color Temp. CCT (K) 2800K - 3175K 3800K - 4600K 4600K - 5600K Color Rendering Index (CRI) ≥75 ≥70 ≥65
Power Factor >.90 >.90 >.90
Projected Lumen Maintenance
mA 50,000 hrs 100,000 hrs
350mA N/A N/A
Electrical Drive Current - @350mA
Type 1 Type 3 Type 5
Volts - AC Amps - AC System Watts Amps - AC System Watts Amps - AC System Watts 120 0.11 13 0.16 19 0.21 25
208 0.06 13 0.09 19 0.12 25
240 0.05 13 0.08 19 0.10 25
277 0.05 13 0.07 19 0.09 25
Based on 20LED version.

CL1000-AGN

MIDGRADE LANDSCAPE
17795 SKY PARK CIRCLE
SUITE A, IRVINE, CA 92614
[email protected]
PH 949 645-2242

The CL1000-AGN

MIDGRADE LANDSCAPE
APPLICATIONS:

Landscape
Tree/ Foliage
Wall Wash
Flag Lighting
ETL Listed Wet
Location
61 Month Warranty
High brightness COB
Multiple Power Options
MultipleBeam
Spread Options
120/277VAC Dimmable
Extremely Durable
UL1598/8750/1598
CSA C22.2#250.0

CL1000-AGN

MIDGRADE LANDSCAPE
17795 SKY PARK CIRCLE
SUITE A, IRVINE, CA 92614
[email protected]

PH 949 645-2242
Specifications
Ordering Guide
CL1000-
AGN
COLOR
TEMP

FINISH WATTAGE
2700K
3000K
3500K
4000K
BRONZE
BLACK
WHITE

OTHER (RAL)

NATURAL
Light Source High-brightness LED (2000 Lumens @ 3500k, 21 Watts) LED Life (L70) 50,000 hours average*
Input Voltage120-277VAC
Power Consumption 15, 21, 25
Color Temperature2700k, 3000k 3500k or 4000k
CRI 90 Typical
Optic Interchangable Reflective Lens
Material 6061-T6 Aluminum
Fasteners Stainless steel hardware
Standard Mounting PVC Post and ABS Cap
Operating Temperature -31F to 122F (-35C to 50C)
Listings ETL listed to UL Standards 1838 and 8750
CSA C22.2 No. 250.7-07
*LED life is defi ned as the time to 70% lumen maintenance (L70) OPTIC
NARROW
MEDIUM
WIDE
OPTICS
FILTER
CLEAR

SOFT FOCUS
HEX
*For LED array replacement please order by kelvin temperature. Example: CL1000 array-3000k 15 W
21W
25W

DIMMINGNON DIM
0-10V DIM

OTHER DIM
8 HEAVY -DUTY ENCLOSURES
WALL MOUNT – STAINLESS STEEL
SB-16SSW
16” Wide Enclosure
• 16” Wide, 18” High, 10” Deep
• Two point locking door
• Padlock security provisions
• Wall mount brackets and
bottom plate included
• Removable backboard included
• NEMA TYPE 3R Weatherproof
PED-16SSW
4” Riser Pedestal
• 16” Wide, 4” High, 8” Deep
• Stainless Steel
• For optional floor mounting
SPECIFICATION ON PAGE 15
SB-18SSW
18” Wide Enclosure
• 18” Wide, 36” High, 12” Deep
• Three point locking door
• Padlock security provisions
• Wall mount brackets and
bottom plate included
• Removable backboard included
• NEMA TYPE 3R Weatherproof
SPECIFICATION ON PAGE 15
Soil Analyses Plant Analyses Water Analyses
WALLACE LABORATORIES, LLC 365 Coral Circle El Segundo, CA 90245 phone (310) 615-0116 fax (310) 640-6863 July 21, 2023 Linda Endler, [email protected] Linda Endler Design 11517 Kingsland Street Los Angeles, CA 90066-1333 RE: Jackson - Farragut Connector, 4201 Jackson Avenue, Culver City, 90232 Sample received July 19, 2023 Our ID No. 23-201-27 Dear Linda, The pH is moderately alkaline at 7.70. Salinity is moderate at 1.31 millimho/cm. Nitrogen is low. Boron is moderate. Phosphorus, potassium, iron, manganese, zinc, copper, sulfur and magnesium are high. Zinc is high at 27 parts per million. Plant available lead is high at 24 parts per million. Sodium is low. SAR (sodium adsorption ratio) is 0.3. Gypsum is present. The optimal level for zinc is several parts per million. Sensitive plants such as woody plants commonly need plant available zinc below about 30 parts per million. Herbaceous plants generally need zinc below about 50 parts per million. Excessive zinc causes stunting, dieback and discoloration. Zinc interferes with root functions. High zinc restricts the uptake of potassium and other micronutrients. Normally, plant-available lead should be less than about 30 parts per million for good plant vigor. Since heavy metals do not normally migrate through the soil profile, deeper soil is expected to be more suitable. The effects of heavy metals are cumulative and the concurrent presence of them increases their toxicity. The threshold concentrations may need to be reduced. Recommendations Avoid areas which may contain higher concentrations of zinc and lead.

Continuation, July 21, 2023, page 2
Soil Analyses Plant Analyses Water Analyses
For soil preparation on a square foot basis, uniformly broadcast the following at the indicated rates. Rates are per 1,000 square feet for a 6-inch lift. Incorporate them 6 inches deep: Ammonium sulfate (21-0-0) – 5 pounds Good quality soil amendment - about 4 cubic yards, sufficient for 3% to 5% soil organic matter on a dry weight basis For the preparation on a volume basis, homogeneously blend the following materials into the soil. Rates are expressed per cubic yard: Ammonium sulfate (21-0-0) – 1/4 pound Good quality soil amendment - about 20% by volume, sufficient for 3% to 5% soil organic matter on a dry weight basis For maintenance fertilization, apply ammonium sulfate (21-0-0) at 5 pounds per 1,000 square feet about once per quarter. Ammonium sulfate (21-0-0) helps to reduce alkalinity. Monitor the site with periodic soil and leaf tissue testing. Adjust the maintenance program as needed. Sincerely, Garn A. Wallace, Ph. D. GAW:n

City Council Meeting AgendaAugust 14, 2023

City Council Meeting Agenda
August 14, 2023