Interim Parking Lot Construction Drawings — Manhattan Beach City Council, April 15, 2025

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LOCATION MAP
MANHATTAN BEACH, CALIFORNIA 902663621 BELL AVENUEPUBLIC WORKS DEPARTMENTINTERIM SURFACE PARKING LOT 3 PROJECTPLANS FORCITY OF MANHATTAN BEACH STANDARD PLANS:PROFESSIONAL ENGINEER'S NOTE:

ABBREVIATIONS
1155 MORNINGSIDE DR.PROJECT UTILITY CONTACTSCITY OF MANHATTAN BEACH (FRONT DESK - 24/7)..................................….........................(310) 802-5140CITY OF MANHATTAN BEACH (POLICE DEPARTMENT)….........................….………………………..(310) 802-5100CITY OF MANHATTAN BEACH (FIRE DEPARTMENT)…………………………….……….………………..….(310) 802-5203COUNTY SANITATION DISTRICT (COMPTON).………………………….…………………………………….....(310) 638-1161AT&T (DISTRIBUTION)……………………………………..…………………..………………..............................(510) 645-2929AT&T (TRANSMISSION)……………………………………..…………………..………………............................(866) 460-6324WEST BASIN MUNICIPAL WATER DISTRICT - FRANK FUCHS..................................................(310) 220-5475WEST BASIN MUNICIPAL WATER DISTRICT - INFRAMARK, LLC(RECYCLED WATER PIPELINE MAINTENANCE).......................................................................(310) 217-2417LA COUNTY PUBLIC WORKS (FLOOD MAINTENANCE)...........................................................(562) 305-7258CROWN CASTLE (NEXTGLAVEN)….....................……………………………………………………………….. (800) 654-3110SHELL OIL..........................................………………………….……………………………………………………..(310) 816-2024ZENITH ENERGY - STEVEN FRANKS........................................................................................(562) 216-0675SOUTHERN CALIFORNIA GAS COMPANY (DISTRIBUTION)........………………………………………….(800) 427-8894SOUTHERN CALIFORNIA GAS COMPANY (TRANSMISSION)......………………………………………….(562) 806-4843SOUTHERN CALIFORNIA EDISON - AUSTIN STEPHENS……………………………………………………….(714) 737-7296SPECTRUM (TIME WARNER CABLE)..................................……………………..………………………..…(844) 780-6054T-MOBILE - WALTER CALLEJAS....……………….……………………………………………………………………..(818) 840-0808FRONTIER COMMUNICATION (PREVIOUSLY VERIZON).....................……………………………….…(866) 788-0166 SITE & PROJECT INFORMATION:

CODES:

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GENERAL NOTES:

PRIVATE ENGINEERS NOTICE TO CONTRACTOR:“” “”
NPDES NOTES:

AMERICANS WITH DISABILITIES NOTES
UTILITY NOTES:
”””
”

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WATER NOTES: (MUST USE ALL NOTES ON THIS SHEET FOR ALL PLANS) “”
” ””””””
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SEWER NOTES:

ROADWAY RECONSTRUCTION GENERAL NOTES:“”“ ”
“”
GENERAL SIGNAGE AND STRIPING NOTES:

TRAFFIC CONTROL REQUIREMENTS:
“”
“ “”
“”

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PAY STATION KIOSK FOUNDATION
GRADING GENERAL NOTES:
”
”
12'
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N PARKING COUNTCOMPACT STALLS ADA STALLSTOTAL STALLS143 69 REGULAR STALLS 52

ACCESSIBILITY SIGN

ACCESSIBILITY PARKING STRIPING
"UNAUTHORIZED VEHICLE" SIGN
EV STALLS 0.20(69)14 EVSE STALLS 0.25(14)4 BICYCLE RACK5

SPECIALTY SIGN
EZ
03/24/2025
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1 2
A
B
C
1 2
A
B
C
1HSS 4X4X1/2 POST. REFER TO DETIALS 5 AND 7/11, PRIME AND PAINT. 2SCALE: 3/8" = 1'-0"ROOF PLAN1SCALE: 3/8" = 1'-0"FLOOR PLANSHEET NOTESKEYNOTES1.GRIDLINES ARE THE LOCATION OF CENTERLINES OF STRUCTURAL STEEL COLUMNS ANDCENTER OF STRUCTURAL WALLS UNLESS OTHERWISE NOTED.2HSS 4X4X1/4 POST. REFER TO DETIALS 15, 16 AND 17/11, PRIME AND PAINT.3HSS 4X12X3/16 BEAM. REFER TO DETIALS 10, 11 AND 14/11, PRIME AND PAINT.45-INCH THK. CONCRETE SLAB, 3,000 PSI WITH NO. 4 REBAR AT 12-INCHES EACH WAY OVERCOMPACTED GRADE. SURFACE OF THE CONCRETE SLAB IS TO BE SMOOTH AND SEALEDTO BE IMPERVIOUS TO GREASE AND OILS.5CANE BOLT SLEEVE, SEE DETAIL 13/11.66'-6"W x 5'-8"H CORRUGATED METAL GATE WITH DIAGONAL BRACING, CONTINUOUS WELDAT ALL JOINTS; PRIME AND PAINT.71 1/2-INCH HSB-36 18 GA. VERCO DECK.89INTERIOR SURFACE OF ALL WALLS ARE TO BE SMOOTH AND SEALED TO BE IMPERVIOUSTO GREASE AND OILS. 410
310
EXISTING CMU WALL. PROTECT IN PLACE.
1 2
2 2
3 3
3 4
7 5
5 5
6 6
8 8 8
99 210
110
1611
1711
15111 F.O. CMUF.O. CMU
F.O. CMU
F.O. CMU
F.O. CMU
F.O. CMU1011
1411
11111811
10FLOOR DRAIN.
10 11C 4X12X1/4. REFER TO DETAILS 10, 11 AND 14/11, PRIME AND PAINT. 211
24 211
15'-4" 4"
17'-4" 4"8'-4"8'-4"4"
4"4"2"2"
4" 14'-8"
2"8'-4"8'-4"
1'-8"10"
6"
6" CURB
6" CURB
6" CURB
12SOLAR POWERED SECURITY LIGHT. HALO SBL 250 OR APPROVED EQUAL. INSTALL PERMANUFACTURER'S INSTRUCTIONS.

DETAIL NUMBERLEGEND## SHEET NUBER
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1 2
A
B
C
1 2
A
B
C
2SCALE: 3/8" = 1'-0"ROOF FRAMING PLAN1SCALE: 3/8" = 1'-0"FOUNDATION PLAN 1HSS 4"X4"X1/2" WITH 18-INCH DIA. PIER FOOTING WITH 4'-0" EMBEDMENT INTO GRADE.EMBED HSS COLUMN 2'-7" INTO FOOTING AND PROVIDE (5) NO. 5 VERTICAL BARS AND NO.3 SPIRAL TIES AT 3-INCHES O.C. AROUND HSS.SHEET NOTESKEYNOTES1.GRIDLINES ARE THE LOCATION OF CENTERLINES OF STRUCTURAL STEEL COLUMNS ANDCENTER OF STRUCTURAL WALLS UNLESS OTHERWISE NOTED.25-INCH THK. CONCRETE SLAB, 3,000 PSI WITH NO. 4 REBAR 12-INCHES O.C. EACH WAYOVER COMPACTED GRADE.3CANE BOLT SLEEVE, SEE DETAIL 13/11. 211HSS 4X12X1/4L4X4X1/4
F.O. CMU
F.O. CMUF.O. CMU
F.O. CMU
6"
211 211
2 1 13
3 3
L4X4X1/4HSS 4X12X1/4L4X4X1/4HSS 4X12X1/4
HSS 4X12X1/4
HSS 4X6X1/4
HSS 4X6X1/4
1011
1411
11111811
HSS 4X4X1/4POST BLW.

HSS 4X4X1/4POST BLW.

HSS 4X4X1/4POST BLW.
611
4EXISTING CMU WALL. PROTECT IN PLACE.
4 611
611
5FLOOR DRAIN.
5 C 12X20.7C 12X20.7
F.O. CMU
F.O. CMU
15'-4"
17'-4"
2'-6"
5'-0" 2'-6"
19'-4"
11"1'-7"
4'-2 1/2"9 1/2" 1'-7"11"
L 4X4X1/4L 4X4X1/4
DETAIL NUMBERLEGEND## SHEET NUBER
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1 2
ABC
1 2
ABC
1HSS 4X4X1/2 POST. REFER TO DETAILS 5 AND 7/11, PRIME AND PAINT.SHEET NOTESKEYNOTES1.GRIDLINES ARE THE LOCATION OF CENTERLINES OF STRUCTURAL STEEL COLUMNS ANDCENTER OF STRUCTURAL WALLS UNLESS OTHERWISE NOTED.2HSS 4X4X1/4 POST. REFER TO DETAILS 15, 16 AND 17/11, PRIME AND PAINT.3HSS 4X12X3/16 BEAM. REFER TO DETAILS 10, 11 AND 14/11, PRIME AND PAINT.55-INCH THK. CONCRETE SLAB, 3,000 PSI WITH NO. 4 REBAR AT 12-INCHES EACH WAY OVERCOMPACTED GRADE. SURFACE OF THE CONCRETE SLAB IS TO BE SMOOTH AND SEALEDTO BE IMPERVIOUS TO GREASE AND OILS.6CANE BOLT SLEEVE, SEE DETAIL 13/11.76'-6"W x 5'-8"H CORRUGATED METAL GATE WITH DIAGONAL BRACING, CONTINUOUS WELDAT ALL JOINTS; PRIME AND PAINT.81 1/2-INCH HSB-36 18 GA. VERCO DECK.910INTERIOR SURFACE OF ALL WALLS ARE TO BE SMOOTH AND SEALED TO BE IMPERVIOUSTO GREASE AND OILS.EXISTING CMU WALL. PROTECT IN PLACE.

2.ALL WELDS TO BE GROUND SMOOTH.4HSS 4X6X3/16 BEAM. PRIME AND PAINT. 1SCALE: 3/8" = 1'-0"SOUTH ELEVATION
2SCALE: 3/8" = 1'-0"EAST ELEVATION4SCALE: 3/8" = 1'-0"SECTION 3SCALE: 3/8" = 1'-0"SECTION
1011
911
1111
211
811
1411
1211
1311
1111
1411
811
911
0'-0"T.O. SLAB
6'-0"T.O. C.M.U.
9'-0"T.O. BEAM
0'-0"T.O. SLAB
6'-0"T.O. C.M.U.
9'-0"T.O. BEAM
0'-0"T.O. SLAB
6'-0"T.O. C.M.U.
9'-0"T.O. BEAM
0'-0"T.O. SLAB
6'-0"T.O. C.M.U.
9'-0"T.O. BEAM
11HEAVY DUTY HINGE, WELDED (3) PER POST.121 5/8X16 CONCRETE MASONRY CAP. 136-INCH CONCRETE CURB14CONCRETE FOOTING PER 1/9.
11 2
2 22
3 3344
5 5
7 7
8 8
9 9
10 10
11 11
12 12
13 13
14 14
6 315
15FLASHING WITH DRIP EDGE EMBEDDED INTO GROUT
16 16C 12X20.7 REFER TO DETAILS 10, 11 AND 14/11, PRIME AND PAINT. 4"4"EQEQEQ4"4"EQEQEQ4"
175/8" Ø X 6" TITEN HD AT CENTER OF ANGLE AS SOWN.
17TYP.
18SOLAR POWERED SECURITY LIGHT. HALO SBL 250 OR APPROVED EQUAL. INSTALL PERMANUFACTURER'S INSTRUCTIONS.DETAIL NUMBER FINISHES-18"x8"x16" CONCRETE MASONRY UNITCOLOR: NATURAL GRAY-21-5/8"x8"x16" CONCRETE MASONRY CAPCOLOR: NATURAL GRAY-3SHERWIN WILLIAMS SW6258"TRICORN BLACK" LEGEND## SHEET NUBER
18 -3
-3-3
-1
-2-1 -2
-3-3
-1-21818
9'-4"T.O. C.M.U. 9'-4"T.O. C.M.U.
5" 9'-4"T.O. C.M.U.9'-4"T.O. C.M.U.ADD ANCHOR PER17
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6"3"1/2"7"3"
3"X3"X1/8" ANGLE GATEFRAME1" DIA. G.I. PIPE3/4" SOLID SLIDE BOLT 3/4" SOLID SLIDEBOLT
1" DIA. G.I. PIPECONCRETE SLAB ONGRADE
6"3"3"3"2"
18"Ø FOOTING
4'-0" (MIN.)
5" THICKCONCRETESLAB.

GATE COLUMN PERPLAN
1/2" THICK METALCAP, WELDED

FOR HEIGHT REFER TO DUMPSTER ELEVATIONS
8X8X16 CMU WALL PERPLAN1 5/8"X8X16 CMU CAP

PAINTED
3"X3"X1/8" ANGLEFRAME. PROVIDEMITERED CORNERS.WELD AND GRINDSMOOTH. PRIME ANDPAINT. 4"X1/8" THK. PLATE(DIAGONAL BRACE)WELDED TO ANGLEFRAME AND METALDECK 1 1/2"X 16 GA. METALDECK. PROVIDE ARCSPOT WELDS AT6-INCHES O.C. PRIMEAND PAINT. 3"X3"X1/8" ANGLE FRAME.PROVIDE MITERED CORNERS.WELD AND GRIND SMOOTH.PRIME AND PAINT. 2"
FACE OF C.M.U. WALL
4"X1/8" THK. PLATE (DIAGONALBRACE) WELDED TO ANGLEFRAME AND METAL DECK1 1/2"X 16 GA. METAL DECK.PROVIDE ARC SPOT WELDS AT6-INCHES O.C. PRIME ANDPAINT.

PROVIDE THREE (3) HEAVYDUTY HINGES WELDED TOHSS AND ANGLE FRAME 4"X4"X1/2" HSS WITH 1/2-INCHCAP. WELDED TO TOP OF HSS.GRIND SMOOTH, PRIME ANDPAINT. REFER TO DETAIL1/A1.4.3CONCRETE FILLED. 12 PER PLAN
11 1/4"SEE SHEET 10 FOR WALL HEIGHTS6"T.O.CURBFINISH GRADE1 5/8"NON-SHRINK(5,000 PSI)MIN. GROUTOR CMU CAP 6 1/4"5"
6"6"2"
(2) #4 REBAR CONT.AT TOP#5 EACH FACE, VERTICAL AT16" O.C., (ALTERNATE HOOKDIRECTION)#4 REBAR, HORIZONTALAT 24" O.C.8"X8"X16" CONCRETEMASONRY UNIT SOLIDGROUT ALL CELLS(1,500 PSI, TYP.)#4 REBAR, CONT.#4 REBAR AT 18" O.C.EACH WAY(MID DEPTHOF SLAB)5" THK. CONCRETESLAB PER FOUNDATIONPLAN ON SHEET 8 (4) #5 CONT., TYP.#4 REBAR, VERTICAL DOWELAT 16" O.C. WITH STD. HOOKSEA. END3" CLR.,TYP. 3"CLR.,TYP.#4 AT 16" O.C.
#F.O.C.M.U.AS OCCURS

ALT BENDS
NOTE:REFER TO SHEET 14 FOR TYPICAL CMUAND FOOTING DETAILS.1 3/4" CLR. (TYP.)

LAP PERSCHEDULE
1/4"TYP.
7 5/8"
7 5/8"2 1/4"
2 1/4"11"
2 1/4"2 1/4"2 1/4"2 1/4"HSS COL. PER PLAN7 5/8"
1'-2"2 3/4"2 1/4"
2 1/4"2 1/4"1/4"TYP.
3/16"HSS BEAMTO COL.
1/4"
3/16"TYP.HSS BEAM TOCOL.8"6"1'-6"
11/16" DIA. HOLES1/2" THK. STEELPLATE
1/2" THK. STEELPLATE11/16" DIA. HOLES
HSS COL. PER PLAN
HSS 4X4X1/4" POST
HSS 4X12X3/16" BEAM4X4X1/4" BEARINGANGLE
1 1/2" HSB 36, 18 GA. VERCODECK TO FULLY BEAR ONBEAM AND BEARING ANGLEBELOW . PROVIDE ARC SPOTWELDS AT 6-INCHES O.C.PRIME AND PAINT.

HSS 4X12X3/16" BEAM4X4X1/4" BEARINGANGLE
1 1/2" HSB 36, 18 GA.VERCO DECK TO FULLYBEAR ON BEAM ANDBEARING ANGLEBELOW. PROVIDE ARCSPOT WELDS AT6-INCHES O.C. PRIMEAND PAINT. 1 1/2" HSB 36, 18 GA.VERCO DECK TO FULLYBEAR ON BEAM ANDBEARING ANGLEBELOW. PROVIDE ARCSPOT WELDS AT6-INCHES O.C. PRIMEAND PAINT.4X4X1/4" BEARINGANGLEHSS 4X6X3/16" BEAM5/8" Ø X 6" TITEN HD EA.SIDE HSS 4X12X3/16" BEAM EXTEND TOWALL AND PROVIDE 1/4" CAP PLATE 7 5/8"
1'-3 1/4"2 1/4"5 1/2"2 1/4"2 1/4"1/4"TYP.1/2" THK. STEELPLATE11/16" DIA. HOLES HSS COL. PER PLAN
1/4" THK. CAP PLATE3/16"
3-12
3/16"HSS BEAMTO BEAMMID SPAN BEAM WHEREOCCURS
1/4"3-12
1 1/2"
3/16"HSS BEAMTO BEAM
1 5/8" CMU CAP
4" MIN.
1'-0" MIN.AT ALTERNATEANCHORAGE ONLY
BASE PLATE PERDETAIL 15, 16, 17/-2" NON-SHRINK GROUT (5,000 PSI) MIN. GROUT CMU WALL EDGE(WHERE OCCURS)SIMPSON PAB5 A.B.WITH 12" MIN. EMBEDMENTALTERNATE ANCHORAGE:5/8" DIA. WELDED HEADEDSTUDS HSS COL. PER PLAN2SCALE: 3/4" = 1'-0"CMU WALL DETAIL
6SCALE: 1 1/2" = 1'-0"CMU WALL DETAIL
5SCALE: 3/4" = 1'-0"POST DETAIL
7SCALE: 1 1/2" = 1'-0"GATE JAMB
8SCALE: 3" = 1'-0"GATE DETAIL
9SCALE: 1 1/2" = 1'-0"CMU WALL CAP
13SCALE: 1 1/2" = 1'-0"VERTICAL CANE BOLT
12SCALE: 1 1/2" = 1'-0"HORIZONTAL CANE BOLT
17SCALE: 1 1/2" = 1'-0"PLATE DETAIL
16SCALE: 1 1/2" = 1'-0"PLATE DETAIL
15SCALE: 1 1/2" = 1'-0"PLATE DETAIL
14SCALE: 1 1/2" = 1'-0"DETAIL AT FASCIA10SCALE: 1 1/2" = 1'-0"DETAIL AT FASCIA 11SCALE: 1 1/2" = 1'-0"DETAIL AT FASCIA
1/4"
C 12X20.7
4X4X1/4" BEARING ANGLE
1 1/2" HSB 36, 18 GA. VERCO DECKTO FULLY BEAR ON BEAM ANDBEARING ANGLE BELOW . PROVIDEARC SPOT WELDS AT 6" O.C. PRIMEAND PAINT.3-12

MID SPAN BEAM WHERE OCCURS
18SCALE: 1 1/2" = 1'-0"DETAIL AT FASCIA
C 12X20.7L 4X6X1/4"

FLASHING WITH DRIP EDGEEMBEDDED INTO GROUT
3/16"
3/16"3-SIDES ANGLETO CHANNEL
4"4"
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REINFORCED CONCRETE1.CEMENT SHALL CONFORM TO ASTM C150, TYPE II/V.2.AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33.3.READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94.4.CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301, "SPECIFICATIONS FORSTRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THESE NOTES.5.CONCRETE SHALL BE NORMAL WEIGHT (145 PCF). CONCRETE SHALL HAVE A MINIMUMCOMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS:ELEMENTSTRENGTHAGGW/C RATIO (MAX)FOOTINGS/ SLAB ON GRADE3000 PSI1”.506.ADMIXTURES USED IN CONCRETE SHALL CONFORM TO THE FOLLOWING ASTM STANDARDS,SHALL BE USED IN DOSAGES RECOMMENDED BY THE MANUFACTURER AND SHALL NOTCONTAIN MORE CHLORIDE THAN IS FOUND IN THE MUNICIPAL DRINKING WATER SUPPLY.LIQUID VOLUME IN ASTM C494, TYPE C ADMIXTURES SHALL BE ADDED TO WATER CONTENTAND WATER CEMENT RATIO CALCULATIONS.WATER REDUCERSASTM C494, TYPE AMID-RANGE WATER REDUCERSASTM C494, TYPE A/FHIGH-RANGE WATER REDUCERSASTM C494, TYPE FHYDRATION STABILIZERS (RETARDERS)ASTM C494, TYPE B AND DACCELERATORSASTM C494, TYPE CAIR ENTRAINING AGENTSASTM C260CORROSION INHIBITORSASTM C494, TYPE CSHRINKAGE REDUCING ADMIXTURESASTM C494, TYPE FVISCOSITY MODIFYING ADMIXTURESASTMC494, TYPE SSILICA FUMEASTM C12407.FLYASH SHALL CONSIST OF POZZOLANIC ADMIXTURES CONFORMING TO ASTM C6819 F.8.CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR CONCRETE DESIGN STRENGTHS GREATERTHAN 2500 PSI.9.CONCRETE SHALL BE PROPORTIONED SUCH THAT THE 7 DAY STRENGTHS ARE A MINIMUM OF70% OF THE SPECIFIED 28 DAY STRENGTH FOR ANY CONCRETE CONSTRUCTION REQUIRINGSHORING, BRACING, OR TO RECEIVE CONSTRUCTION LOADS. SLABS ON GRADE SHALL HAVE ACOMPRESSION STRENGTH OF 1800 PSI MINIMUM AT 3 DAYS IF SUBJECT TO CONSTRUCTIONTRAFFIC.10.THE CONTRACTOR SHALL REMOVE AND REPLACE ANY CONCRETE WHICH FAILS TO ATTAINSPECIFIED STRENGTH IN 28 DAYS IF DIRECTED BY THE STRUCTURAL ENGINEER.11.ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. ADMIXTURES SHALLCOMPLY WITH ASTM C494 & C1017 AND BE OF A TYPE THAT INCREASES THE WORKABILITY OFTHE CONCRETE, BUT SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUMCEMENT CONTENT (CALCIUM CHLORIDE SHALL NOT BE USED).12.ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, HOLD-DOWN ANCHORS, AND INSERTSSHALL BE WELL SECURED IN POSITION WITH WIRE POSITIONERS PRIOR TO FOUNDATIONINSPECTION AND BEFORE PLACING CONCRETE.13.ANCHOR BOLTS EMBEDDED IN CONCRETE SHALL BE HEAVY HEX.14.DEBRIS SHALL BE ENTIRELY REMOVED FROM FORMS PRIOR TO CONCRETE PLACEMENT.

BASIS OF DESIGNPROJECT DESCRIPTION: NEW TRASH ENCLOSURE1. VERTICAL LOADS:DEAD LOADS:ROOF 5 PSFLIVE LOADS: REDUCIBLE UNLESS OTHERWISE NOTEDROOF 20 PSF2.LATERAL LOADS: WIND: PER ASCE 7-16 (CBC 2022)BASIC WIND SPEED-3 SECOND GUST (3s Vult) 94MPHTOPOGRAPHIC FACTOR (Kzt) 1.0RISK CATEGORY llEXPOSURE CATEGORYCENCLOSURE CLASSIFICATIONENCLOSEDINTERNAL PRESSURE COEFFICIENT (GCpi)+/- 0.18SEISMIC: PER ASCE 7-16 (CBC 2022)RISK CATEGORY llSEISMIC IMPORTANCE FACTOR (Ie) 1.0RHO (N-S) 1.0RHO (E-W) 1.0SITE LOCATION, LATITUDE33.885613° NSITE LOCATION, LONGITUDE-118.40879° WMAPPED SPECTRAL RESPONSE ACCELERATIONS:SHORT PERIOD,SS= 1.907gLONG PERIOD,S1= 0.679gSITE CLASS: DSPECTRAL RESPONSE COEFFICIENTS:SHORT PERIOD,Sds= 1.526gLONG PERIOD,Sd1= 0.770GSEISMIC DESIGN CATEGORYDSEISMIC FORCE RESISTING SYSTEMS:STEEL ORDINARY CANTILEVER COLUMN SYSTEMR= 1.25Cd= 1.25Omega= 1.25Cs= 1.22 (STRENGTH)ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE ABBREVIATIONSABANCHOR BOLTABVABOVEADD'LADDITIONALADJADJACENTAFFABOVE FINISHED FLOORALTALTERNATEARCHARCHITECTARCH'LARCHITECTURALASDALLOWABLE STRESS DESIGN(B)BOTTOMBFBRACED FRAMEBLDGBUILDINGBLKBLOCKBLKGBLOCKINGBLWBELOWBMBEAMBNBOUNDARY NAILINGBOBOTTOM OFBOFBOTTOM OF FOOTINGBRBRACEBRDGBRIDGE(ING)BRGBEARINGBTWNBETWEENCCAMBER(ED)CANTCANTILEVEREDCFCUBIC FEET(FOOT)CGCENTER OF GRAVITYCIPCAST IN PLACECJCEILING JOISTCJTCONSTRUCTION JOINTCLCENTER LINECLGCEILINGCLRCLEARCMUCONC MASONRY UNITCOLCOLUMNCONCCONCRETECONNCONNECTIONCONSTRCONSTRUCTIONCONTCONTINUOUSCTRCENTER(ED)CTSKCOUNTERSINKCYCUBIC YARDdPENNY(NAILS)DBLDOUBLEDFDOUGLAS FIRDIADIAMETERDIAGDIAGONALDIAPHDIAPHRAGMDIMDIMENSIONDLDEAD LOADDNDOWNDP (D)DEEP(DEPTH)DWGDRAWING(S)DWLDOWEL(S)(E)EXISTINGEFEACH FACEEJEXPANSION JOINTELECELECTRICALELEVELEVATIONEMBEDEMBEDMENTENEDGE NAILENGENGINEEREODEDGE OF DECKEOSEDGE OF SLABEQEQUALEQPTEQUIPMENTEXIST (E)EXISTINGEXPEXPANSIONEXTEXTERIOREWEACH WAYFABFABRICATIONFFFINISH FLOORFGFINISH GRADEFINFINISH(ED)FLGFLANGEFLRFLOOR FNFIELD(FACE)NAILFNDFOUNDATIONFOFACE OFFOCFACE OF CONCRETEFOMFACE OF MASONRYFOSFACE OF STUDFOWFACE OF WALLFRMFRAMEFRMGFRAMINGFRTFIRE-RETARDANT TREATEDFRTDFFIRE-RETARDANT TREATED DFFSFAR SIDEFT(')FOOT(FEET)FTGFOOTINGFVFIELD VERIFYGAGAUGEGALVGALVANIZEDGBGRADE BEAMGCGENERAL CONTRACTORGLBGLUED LAMINATED BEAMGRDGRADEGSMGALVANIZED SHEET METALGWBGYPSUM WALLBOARD(H)HORIZONTALHDHOLD DOWNHDRHEADERHGRHANGERHORIZ HORIZONTALHSBHIGH STRENGTH BOLTHSSHOLLOW STRUCTURAL SECTIONHTHEIGHTIDINSIDE DIAMETERIEINVERT ELEVATIONIFINSIDE FACEIN(")INCH(S)INTINTERIORJSTJOISTJTJOINTKKIPS(1000)LSLAG SCREWLATLATERALLB(#)POUNDSLDGRLEDGERLFLINEAL FEET(FOOT)LGTHLENGTHLLHLONG LEG HORIZLLVLONG LEG VERTLONGLONGITUDINALLRFDLOAD & RESISTANCE FACTOR DESIGNLT WTLIGHT WEIGHTLVLLAMINATED VENEER LUMBERMBMACHINE BOLTMFMOMENT FRAMEMASMASONRYMAT'LMATERIALMAXMAXIMUMMECHMECHANICALMEZZMEZZANINEMFRMANUFACTURERMISCMISCELLANEOUSMTLMETAL(N)NEWNLGNAILINGNLRNAILERNO(#)NUMBERNSNEAR SIDENTSNOT TO SCALENWTNORMAL WEIGHTOCON CENTERODOUTSIDE DIAMETEROFOUTSIDE FACEOHOPPOSITE HANDOPNGOPENINGOPTOPTIONALORNTORIENTATE(ION)OWJOPEN WEB JOISTSOWSJ OPEN WEB STEEL JOISTSPAPURLIN ANCHORPAR (//)PARALLEL PBSPREMIER BUILDING SYSTEMSPCPRECAST CONCRETEPCDTPRECAST DOUBLE TEEPERPPERPENDICULARPENPENETRATIONPHPAN HEADPLPLATEPLFPOUNDS PER LINEAL FOOTPLAMPARALAM BEAMPLYPLYWOODPSPRE-STRESSEDPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHP/TPOSTTENSIONEDPTPRESSURE TREATEDPTDFPRESSURE TREATED DFQTYQUANTITYRAD (R)RADIUSREFREFERENCEREIN REINFORCEMENT(ING)REQ'DREQUIREDROROUGH OPENINGROSROUGH SAWNRSRE-SAWNRTURoof Top UnitsSCHSCHEDULESEISSEISMICSHRSHEARSHTSHEETSIMSIMILARSKWSKEW(ED)SPECSPECIFICATION(S)SQSQUARESSSELECT STRUCTURALSSB2SIMPSON STRONG BOLT 2STDSTANDARDSTGSTRONGSTGRSTAGGER(ED)STIFFSTIFFENER(S)STIRSTIRRUP(S)STLSTEELSTRUCSTRUCTURALSUSPSUSPENDEDSWSHEAR WALLSYMMSYMMETRICAL(T)TOPT & BTOP AND BOTTOMT & GTONGUE AND GROOVETEMPTEMPERATURETEMPTEMPORARYTHKTHICK(NESS)THRDTHREADEDTNTOE NAILTOCTOP OF CONCRETETOFTOP OF FOOTINGTOPTOP OF PARAPETTOSTOP OF SHEATHINGTOWTOP OF WALLTSTOP OF STEELTRANSTRANSVERSETYPTYPICALUONUNLESS OTHERWISE NOTEDVERT(V)VERTICALVIFVERIFY IN FIELD(W)WIDE(WIDTH)W/WITHW/O WITHOUTWDWOODWFWIDE FLANGEWFBWIDE FLANGE BEAMWHSWELDED HEADED STUDWPWORK POINTWPJWEAKENED PLANE JOINTWSWOOD SCREW(S)WTWEIGHTWWFWELDED WIRE FABRICX-STG EXTRA STRONGXX-STG DOUBLE EXTRA STRONGYDYARD GENERAL STRUCTURAL NOTES1.THE NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER THESEGENERAL STRUCTURAL NOTES. TYPICAL DETAILS SHALL BE USED WHENEVER APPLICABLE ANDMAY NOT BE SPECIFICALLY REFERENCED ON THE DRAWINGS.2.DIMENSIONS SHOWN ON DRAWINGS REFER TO FACE OF CONCRETE SURFACES, FACE OFSTUDS, FACE OF CONCRETE BLOCK, TOP OF SHEATHING, TOP OF STRUCTURAL STEEL OR TOPOF SLAB, UNLESS OTHERWISE INDICATED.3.ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE DRAWINGS,SPECIFICATIONS OR DRAWINGS OF OTHER DISCIPLINES SHALL BE BROUGHT TO THEATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO PROCEEDING WITH ANY EFFECTEDWORK.4.ANY WORK CONSTRUCTED IN CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BECORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNEROR ARCHITECT.5.THE CONTRACTOR SHALL DETERMINE THE LOCATION OF THE UTILITY SERVICES IN THE AREATO BE EXCAVATED PRIOR TO COMMENCING EXCAVATION.6.WHERE A CONSTRUCTION DETAIL IS NOT INDICATED, THE DETAIL SHALL BE THE SAME AS FOROTHER SIMILAR WORK.7.ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE 2022CALIFORNIA BUILDING CODE (CBC). THE FOLLOWING CODES HAVE BEEN ADOPTED BY THE CBCAND HAVE BEEN IMPLEMENTED IN THE DESIGN OF THIS PROJECT:AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE): ASCE 7-16 MINIMUM DESIGN LOADS FORBUILDINGS AND OTHER STRUCTURES INCLUDING ALL CURRENT SUPPLEMENTSAMERICAN CONCRETE INSTITUTE (ACl): ACI-318-19 BUILDING CODE REQUIREMENTS FORSTRUCTURAL CONCRETE8.THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITECONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETYOF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOTBE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY,AND HOLD THE ENGINEER FREE AND HARMLESS FROM ALL CLAIMS. DEMANDS AND ALLLIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THISPROJECT. EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER.9.THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHEDSTRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTORSHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURINGCONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING ANDSHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT AND MATERIAL, ETC.OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER DO NOT INCLUDEINSPECTION OF THE THESE ITEMS.10.CARE SHALL BE TAKEN WHEN STORING CONSTRUCTION MATERIALS. CONSTRUCTIONMATERIAL SHALL BE SPREAD OUT IF PLACED ON THE FRAMED ROOF OR FLOOR. LOAD SHALLNOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORINGAND/OR BRACING WHERE THE STRUCTURE HAS NOT ATTAINED THE REQUIRED DESIGNSTRENGTH.

FOUNDATION1.THE SOILS REPORT RECOMMENDATIONS SHALL BE COMPLIED WITH BY THE CONTRACTOR.2.SOILS INFORMATION:SEE SOILS REPORT BY: CODE MINIMUMSOIL DESIGN PARAMETERS:ALLOWABLE BEARING PRESSURE1500 PSF ( +1/3 INCREASE)LATERAL BEARING (PASSIVE) PRESSURE 250 PCFCOEFFICIENT OF FRICTION0.35MINIMUM CONTINUOUS FOOTING WIDTH12 INCHESMINIMUM SPREAD FOOTING WIDTH24 INCHESBOTTOM OF FOOTINGS SHALL BE AT LEAST 12 INCHES BELOW LOWEST ADJACENTPAD GRADE.3.ALL FOUNDATION WORK SHALL BE FOUNDED ON FIRM UNDISTURBED NATURAL SOILS ORAPPROVED COMPACTED SOILS.4.CONTRACTOR SHALL INVESTIGATE THE SITE, DURING CLEARING AND EARTHWORKOPERATIONS, FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS,CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE ENGINEERSHALL BE NOTIFIED IMMEDIATELY.5.THE FINISH EXCAVATION FOR FOUNDATIONS SHALL BE NEAT & TRUE TO LINE.6.FOUNDATION EXCAVATIONS SHALL BE KEPT FREE OF LOOSE MATERIAL AND STANDINGWATER AND SHALL BE CHECKED AND APPROVED BY THE SOILS ENGINEER BEFORE THEPLACEMENT OF ANY CONCRETE.7.THE TESTING LAB SHALL SUBMIT COMPACTION REPORTS FOR ALL FILL TO THE ENGINEERBEFORE REQUESTING FOUNDATION INSPECTION. ALL LOOSE SOIL AND FILL DIRT,INCLUDING BACKFILL BEHIND RETAINING WALLS, SHALL BE COMPACTED TO AT LEAST 95%OF MAXIMUM DENSITY, OR GREATER AS REQUIRED BY THE SOILS REPORT.

REINFORCING STEEL1.REBAR SHALL BE ASTM A615, GRADE 60 DEFORMED BARS.2.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE LAPPED 12” MINIMUM.3.MINIMUM LAP SPLICES OF REINFORCING BARS SHALL BE AS SPECIFIED IN THE DRAWINGS.4.VERTICAL BARS IN WALLS SHALL BE ACCURATELY POSITIONED AT THE CENTER OF THE WALLUNLESS OTHERWISE NOTED ON PLANS AND DETAILS.5.REINFORCING DETAILING, BENDING, AND PLACING SHALL BE IN ACCORDANCE WITH ACI 315"DETAILS AND DETAILING OF CONCRETE REINFORCEMENT".6.ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, HOLD DOWN ANCHORS AND INSERTSSHALL BE WELL SECURED IN POSITION WITH WIRE POSITIONERS PRIOR TO FOUNDATIONINSPECTION AND BEFORE PLACING CONCRETE OR GROUT.7.180 DEGREE HOOKS MAY BE USED IN LIEU OF 90-DEGREE HOOKS IF DESIRED BY THECONTRACTOR.8.CLEAR DISTANCES, STEEL TO FORMS, UNLESS NOTED OTHERWISE:SLABS NOT EXPOSED TO WEATHER, JOISTS, INTERIOR WALL SURFACES 3/4 “ EXTERIOR WALL SURFACES, SLABS EXPOSED TO WEATHER, #5 AND SMALLER1-1/2” EXTERIOR WALL SURFACES, SLABS EXPOSED TO WEATHER, #6 AND LARGER2”COLUMN TIES, BEAM TIES1-1/2” CLEAR DISTANCE BETWEEN BARS2” SLABS ON ROLLED GRADE1-1/2” FORMED SURFACES IN CONTACT WITH EARTH2” UNFORMED SURFACES IN CONTACT WITH EARTH3”CONCRETE-EXPANSION ANCHORS1.CONCRETE EXPANSION ANCHORS SHALL BE:a.SIMPSON STRONG-BOLT 2 (SSB2) WEDGE ANCHORS BY SIMPSON STRONG TIE (ICC-ESESR-3037).2.REFERENCE ICC ESR REPORT FOR INSTALLATION INFORMATION SUCH AS, BUT NOT LIMITED TO;INSTALLATION TORQUE, DRILL BIT REQUIREMENTS AND PROCEDURES FOR CLEANING HOLES.3.ANCHOR EMBEDMENTS SHALL BE AS SPECIFIED ON THE PLANS AND DETAILS. EMBEDMENTSPECIFIED IS THE NOMINAL EMBEDMENT OF THE ANCHOR (hnom). SEE DETAIL 6/11 FORADDITIONAL INFORMATION.4.DO NOT INSTALL ANCHORS IN CONCRETE THAT IS LESS THAN 7 DAYS OLD.5.ANCHORS SHALL BE USED ONLY WHERE SPECIFICALLY INDICATED ON PLANS AND DETAILS.6.SPECIAL INSPECTION IS REQUIRED. SEE SPECIAL INSPECTION NOTES FOR ADDITIONALINFORMATION.

Know what'sbelow.before you dig.Call
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TYPICAL CONCRETE FOOTING INTERSECTIONSSINGLE CURTAIN

MULTIPLE CURTAIN
LAP PER SCH.(TYP.)LAP PERSCH. (TYP.)PROVIDE CORNERLAP BARS - MATCHSIZE OF REINF. (TYP.)PROVIDE CORNERBAR FOR EA. EDGELONG. BAR LAP PERSCH. (TYP.)LAP PER SCH.(TYP.)
ALTERNATE DIRECTIONOF CORNER BARSPROVIDE CORNERLAP BARS - MATCHSIZE OF REINF. (TYP.) STD. HOOKS
STD. HOOKS
1 BAR SIZEBARS @ CENTERBARS @ FACE8" CMU10" CMU12" CMU#4#5#6#7#8#9 CENTERFACECENTERFACECENTERFACE1'-0"1'-6"2'-10"3'-11"5'-11"- 1'-8"2'-7"4'-6"5'-3"6'-0"-
1'-0"1'-2"2'-2"3'-0"4'-7"5'-10"
1'-6"2'-4"4'-3"5'-3"6'-1"6'-10"
1'-0"1'-4"1'-0"1'-3"2'-5"3'-9"4'-9"
2'-1"3'-10"5'-3"6'-1"6'-10"CMU REBAR LAP SCHEDULE (f'm=2500psi) EQ.EQ.2" CLR @ 8" CMU2 1/4" CLR @ 10" CMU2 1/2" CLR @ 12" CMU1/2" CLRMINFACESHELL 2 TYPICAL MASONRY BLOCK INTERSECTIONSSINGLE CURTAIN

DOUBLE CURTAIN

CORNERINTERSECTIONEND
LAPPER SCH.
#5 VERTICAL (U.O.N.)#5 VERTICAL(U.O.N.)(H) REIN. PERPLAN (TYP.)(2) #5 U.O.N.

LAPPER SCH.

LAPPER SCH.
(2) #5 U.O.N.

STD. 180DEG. HOOKLAPPER SCH.LAPPER SCH.
#5 VERTICAL (U.O.N.)(H) REIN. PERPLAN (TYP.)PROVIDE STD. 90 DEG.HOOK AT INSIDE BARSDOWN INTO CORNER CELL#5 VERTICAL U.O.N.

STD. 180DEG. HOOK
NOTE:ROTATE HOOKS AS REQ'D TOFIT IN WALL WHILE STILLENGAGING (V) REIN 3 Know what'sbelow.before you dig.Call
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LIMIT OF WORK

LIMIT OF WORK
LIM

IT OF W
ORK
LIM

IT OF W
ORK
18 1" MS
24 1" TB
36 1" MS
43 1" TB
IRRIGATION CONTROLLER IN A VANDAL-RESISTANT ENCLOSURE. SEE IRRIGATION LEGEND FOR SPECIFICATIONS. CONTRACTOR SHALL

VERIFY FINAL CONTROLLER LOCATION AND ELECTRICAL POWER
PRIOR TO BEGINNING WORK AND MAKE FINAL CONNECTION.

GENERAL CONTRACTOR SHALL CONNECT TO SOLAR SYSTEM SUPPLY LOCATED ADJACENT TO THE CONTROLLER. ITS TO PROVIDE
CERTIFICATION FOR CONNECTION TO SOLAR POWER UNIT.

WEATHER SENSOR LOCATION. MOUNT DEVICE ON POLE,
MIN. 10' HEIGHT FROM FINISH GRADE LOCATION. INSTALL
POLE, MOUNT DEVICE MIN. 10' HEIGHT FROM FINISH GRADE.

CONTROLLER LOCATION
EXISTING WATER SUPPLY LINE. TEE OFF AND EXTEND
FOR IRRIGATION MAINLINE.
52 1" MS

BALL VALVE

MASTER VALVE
FLOW

PVC IRRIGATION
MAIN

PROPOSED

WATER SERVICE

EXISTING WATER
METER
IRRIGATION P.O.C. ASSEMBLY
FLOW

BACKFLOW
DEVICE

PROPOSED WATER SERVICE

FLOW SENSOR
2" EXISTING METER AND CONNECTION. LANDSCAPE
CONTRACTOR SHALL VERIFY METER LOCATION AND 83 PSI MIN.

STATIC PRESSURE AND 8 GPM FLOW PRIOR TO COMMENCING
WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE

ATTENTION OF OWNER OR OWNER'S REPRESENTATIVE PRIOR TO
START OF WORK. THE LANDSCAPE CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY CHANGES OR MODIFICATIONS IF THE
OWNER IS NOT NOTIFIED OF SUCH DISCREPANCIES.

SET PRESSURE REGULATOR TO 67 PSI.

POINT OF CONNECTION
3/4"
3/4"
3/4"
3/4" 3/4"3/4"
3/4"3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"

PRESSURE

REGULATOR
12TH STREET
M

ORNINGSIDE DRIVE

IRRIGATION LEGEND
SYMBOL DESCRIPTION RADIUS PSIG.P.M. PRECIP.
30N/A 0.50 N/A
RAINBIRD 1806-SAM-PRS-SQ-H SQUARE MICROSPRAY ON 6" POP-UP RAINBIRD 1806-SAM-PRS-SQ-Q SQUARE MICROSPRAY ON 6" POP-UP 30 30 2.5'

2.5'

0.12 0.20

1.90 1.57
RAINBIRD 1806-SAM-PRS-SQ-F SQUARE MICROSPRAY ON 6" POP-UP 2.5' 300.40 1.55 RAINBIRD PA-8S-PRS-PCT-05 DRIP EMITTER ON SCH 80 PVC RISER 30N/A 0.08 2 ±

RAINBIRD PEB-SERIES REMOTE CONTROL VALVE - SIZE AS INDICATED ON PLAN HUNTER HQ-33DLRC QUICK COUPLING VALVE OR APPROVE EQUAL, INSTALL 6" FROM HARDSCAPE.

FEBCO 825Y - 1" REDUCED PRESSURE BACKFLOW PREVENTION DEVICE W/ FEBCO 650A BRONZE WYE

STRAINER PER CIVIL ENGINEER'S PLAN
SCH 40 PVC WIRE SLEEVE - 2" MIN.

PVC CLASS 200 LATERAL LINE - 12" COVER IN PLANTING AREA. PVC SCHED. 40 - 24" COVER UNDER PAVING.

SIZE AS NOTED ON PLAN.

PVC IRRIGATION MAINLINE; SCH. 40 - 2" AND SMALLER, CLASS 315 2-1/2" AND LARGER. 36" COVER UNDER PAVING, 18" COVER IN PLANTING AREAS, SIZE AS NOTED ON PLAN.

SCH 40 PVC PIPE 2X DIA. OF PIPE BEING SLEEVED- 2" MIN.

PVC CLASS 200 TREE BUBBLER LATERAL LINE - 12" COVER IN PLANTING AREA. PVC SCHED. 40 - 24" COVER UNDER PAVING. SIZE AS NOTED ON PLAN.

HUNTER PRO-C - 13 STATION CONTROLLER IN STRONG BOX
PRE-ASSEMBLED PRODUCT AVAILABLE THROUGH; IMPERIAL TECHNICAL SERVICES, CONTACT DARYL GREEN FOR COORDINATION AND VERIFICATION OF FLOW SENSOR HARDWARE. PROVIDE CERTIFICATION FROM I.T.S. OF UL LISTED INSTALLATION IN CONFORMANCE TO SPEC.

PHONE 949-584-7311
ASSEMBLY MODEL NO.

SYMBOL DESCRIPTION / MODEL NO.

ICA1-HU13-13 / SOLSP / SP / IFS-100HFC
WEATHER SENSOR LOCATION. MOUNT HUNTER SOLAR SYNC SENSOR ON POLE WITH NO OVERHEAD OBSTRUCTION & AWAY FROM HEAT REFLECTING SURFACE/ MASS. TEST AND VERIFY CONNECTION TO CONTROLLER. FINAL LOCATION TO BE VERIFIED WITH ITS TECHNICIAN.
*CONTRACTOR TO SET PRS-DIAL TO 30 PSI ON ALL VALVES SERVING LOW VOLUME SPRAYS RAINBIRD PEB-SERIES REMOTE CONTROL MASTER VALVE - 1"
2" EXISTING POTABLE WATER METER, VERIFY IN FIELD
RAINBIRD PESB-PRS-D* SERIES REMOTE CONTROL VALVE W/ QKCHK-200 QUICK CHECK BASKET FILTER (200-MESH) - SIZE AS INDICATED ON PLAN
NIBCO BALL VALVE (LINE SIZE) T-585-80-LF (1/2"-3") OR T-580-70 (1-1/4"-1"-3") HUNTER FLOW-CLIK 1" FLOW SENSOR, SEE CONTROLLER SPECIFICATION BELOW FOR ADDITIONAL INFORMATION.
3/4"
3/4"

INSTALL MICRO SPRAY
HEADS AT A MIN. OF 12"

AWAY FROM

ALL HARDSCAPE AREAS

PROPOSED WATER SUPPLY LINE (ESTIMATED LOCATION), PER CIVIL ENGINEER'S PLANS SOLAR SYSTEM-4, I.T.S 2,000 WATT SOLAR POWER SYSTEM CONNECTION FOR IRRIGATION CONTROLLER.

AVAILABLE THROUGH I.T.S (714) 696-7526
RAINBIRD RWS-M-B-C-1402 18" DEEP ROOT WATERING SYSTEM
STATIC WATER PRESSURE:

WATER PURVEYOR:

DATE:

INFORMATION GIVEN BY:

DESIGN CRITERIA

IRRIGATION CONTRACTOR SHALL VERIFY THE STATIC WATER
PRESSURE WITH SUPPLIER PRIOR TO INSTALLATION. IF DIFFERENT FROM ABOVE, NOTIFY CDPC OR OWNER. FAILURE TO GIVE SUCH

NOTIFICATION MAY RESULT IN CONTRACTOR BEING RESPONSIBLE FOR CHANGES/WORK THAT MIGHT OCCUR.

N/A

BIANCA CARDENAS
02/04/2025
83 PSI
PHONE NUMBER: (310) 802-5357
WATER TYPE: POTABLE

INDICATES STATION NUMBER

INDICATES VALVE SIZE
INDICATES TOTAL FLOW IN GPM15

CONTROL VALVE TAG LEGEND

MS MICRO SPRAY (RAINBIRD SQ)

INDICATES NOZZLE TYPEMS
TB TREE BUBBLER 'AS BUILT' NOTE:

DURING THE CONSTRUCTION, LANDSCAPE CONTRACTOR SHALL TAKE FIELD NOTES OF ACTUAL LOCATIONS WHERE IRRIGATION

EQUIPMENT HAS BEEN INSTALLED ON A DAILY BASIS TO REFLECT WORK COMPLETED, PREPARE 'AS BUILT' DRAWING ON BOND PAPER

COPY OF IRRIGATION PLAN PER SPECIFICATION V (FIVE), SUBSECTIONS A THROUGH G, AND REDLINE FIELD NOTES INDICATING 'AS BUILT' INFORMATION. SUBMIT TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PREPARATION OF FINAL 'AS-BUILT' DRAWING AND CONTROLLER CHART FOR SUBMITTAL TO THE OWNER.

SYSTEM INDICATED ON THE DRAWINGS IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR GRAPHIC DESIGN CLARITY PURPOSES ONLY. EQUIPMENT SHALL BE LOCATED IN SHRUB PLANTING AREAS. AVOID ANY CONFLICTS BETWEEN THE

IRRIGATION EQUIPMENT LOCATIONS AND SPRINKLER SPRAY WITH TREE TRUNK, SHRUBS, ARCHITECTURAL FEATURES, LIGHT POLES, UTILITY STRUCTURE, ETC. ROUTE PIPES AROUND TREES; DO NOT INSTALL PIPES UNDER TREES.

IRRIGATION PLAN
Conceptual Design & Planning Company, Mar 10, 2025 9:21am P:\25\25011 Manhattan Beach Parking Lot\Land\CDs\CD01- 24X36\ 25011- I.dwg MarcEscobar 1675 Scenic Drive, Suite 200
Costa Mesa, CA 92626
T: 949.399.0870
www.cdpcinc.com
conceptual design + planning company

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Know what's below.
before you dig.Call
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This document contains proprietary information for the limited purpose of evaluation, bidding, or review. This document and its contents may not be used by any others without prior written consent of CDPC. Written dimensions shall take precedence over scaled dimensions, and shall be verified on the job site. Any discrepancies shall be brought to the attention of CDPC prior to commencement of work.

NORTH0' 10' 20'5' 30'
SCALE:1"=10'
PROJECT NAME:

Project No. : 25011
WATER PURVAYOR:

WATER TYPE: POTABLE
DATA GIVEN BY: BIANCE CARDENAS
PHONE: (310) 802-5357 DATE: 2/4/2025
STATIC PRESSURE: 83 PSI
P.O.C. ELEVATION: 1
VALVE NO: 1
FLOW RATE : 8 GPM
ELEVATION @ VALVE 1
WATER SERVICE LINE size: 2" feet loss/100' 0.09 0.0 PSI WATER METER size: 2" -P S I
size: 2" 13.5 PSI
FLOW METER size: 1" 1.0 PSI
GRAVITY PRESSURE Elevation difference: 0 0.0 PSI
MAINLINE PIPE Sch.40 size: 1" 75 feet loss/100' 1.74 PSI 1.3 PSI MASTER VALVE size: 1" 1.8 PSI
R.C.V. size: 1" 1.8 PSI
LATERAL PIPE/FITTINGS (allowance) 5.0 PSI
PRESSURE @ HEAD 30.0 PSI
TOTAL PRESSURE LOSS: 54.3 PSI
RESIDUAL PRESSURE: ( MIN. 10% OF STATUC PRESSURE) 28.7 PSI

FRICTION LOSS CALCULATION
BACKFLOW and WYE STRAINER
INTERIM SURFACE PARKING LOT 3
N/A

SEE STRIPING AND SIGNAGE PLAN
HZ-1
HZ-3 Low
Water Use Exposure Irrigation Type
Low Sun
Sun
Root Watering System
KeyHydrozone
LEGEND
HZ-2 Moderate Sun Bubblers
Low Volume Spray (Rainbird SQ)

LIMIT OF WORK

LIMIT OF WORK
LIM

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ORK
LIM

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IRRIGATION CALCULATIONS & NOTES

HYDROZONE MAP
Conceptual Design & Planning Company, Mar 10, 2025 9:09am P:\25\25011 Manhattan Beach Parking Lot\Land\CDs\CD01- 24X36\ 25011- I.dwg MarcEscobar 1675 Scenic Drive, Suite 200
Costa Mesa, CA 92626
T: 949.399.0870
www.cdpcinc.com
conceptual design + planning company

NORTH0' 20' 40'10' 60'
SCALE:1"=20'

1. All plant materials selected for this site were appropriate for the geographical location and local climate, their adaptability to drought. Data from WULCOLS IV has been used for determining species' plant factor for the water use calculations.

2. Plants with similar water use requirements were grouped together.

3. 95% of landscape areas are planted with low water use plants, the balance with moderate use plants.

No high water use plants are used.

4. Irrigation sections/hydrozones are separated by considering plant species factor, plant density and microclimate. If low water use plants are mixed with moderate water use plants in the same hydrozone, the moderate water use factor is used for water use calculations. See Hydrozone exhibit and table.

5. The irrigation system utilizes low-volume distribution system with a master valve, flow sensor, check valves, ET based automatic controllers with Cycle+Soak and water budgeting capability, weather station, rain shut-off.

6. All tree, shrub and groundcover areas will be dressed with 3" layer of mulch moisture retention and to discourage weeds.

7. Planting and irrigation plans comply with the standards set forth in local municipal code and water consevation ordinance.

8. The use of turf is eliminated.

LANDSCAPE WATER CONSERVATION STATEMENT
Water conservation is achieved in this landscape construction document as described below.

IRRIGATION NOTES

THE CALIFORNIA PUBLIC UTILITIES COMMISSION MANDATES THAT, IN THE INTEREST

OF PUBLIC SAFETY, MAIN LINE GAS VALVES BE MAINTAINED IN A MANNER TO BE READILY ACCESSIBLE AND IN GOOD OPERATING CONDITION. THE CONTRACTOR

SHALL NOTIFY THE GAS COMPANY'S HEADQUARTERS PLANNING OFFICE AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION.

3. SYSTEM INDICATED ON THE DRAWINGS IS DIAGRAMMATIC. ALL EQUIPMENT

SHOWN IN PAVED AREAS IS FOR GRAPHIC DESIGN CLARIFICATION PURPOSES ONLY. EQUIPMENT SHALL BE LOCATED IN SHRUB PLANTED AREAS RATHER THAN TURF AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING OR ARCHITECTURAL FEATURES.

4. IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR

OPTIMUM PERFORMANCE, WATER CONSERVATION AND PREVENTION OF OVERSPRAY ONTO WALKS AND ROADWAYS AS MUCH AS POSSIBLE. THIS SHALL

INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE

CONDITION AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM.

5. IRRIGATION CONTRACTOR SHALL NOT INSTALL THE SYSTEM AS INDICATED ON THE

DRAWINGS WHEN IT IS OBVIOUS THAT OBSTRUCTION, GRADE DIFFERENCES OR AREA DIMENSION DIFFERENCES EXIST. NOTIFY THE OWNER OF ANY DISCREPANCIES. IN THE EVENT THAT NOTIFICATION IS NOT MADE, THE IRRIGATION

CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR NECESSARY CHANGES AND WORK.

6. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, WALL LOCATIONS, ETC., THAT WILL EFFECT HIS WORK. ALSO, COORDINATE ALL WORK WITH THE GENERAL CONTRACTOR AND

OTHERS FOR LOCATING PIPE AND WIRE SLEEVES THROUGH WALLS, STRUCTURES, UNDER ROAD PAVING, ETC.

7. INSTALL ALL HEADS USING TRIPLE-SWING JOINTS PER DETAILS AND USE POP-UPHEADS WHEREVER PEDESTRIAN TRAFFIC COULD OCCUR. INSTALL ALL MAINLINE UNDER PAVING 36" DEEP IN SLEEVES TWICE THE SIZE OF THE PIPE BEING SLEEVED. INSTALL ALL EQUIPMENT PER LOCAL CODES.

8. THE IRRIGATION DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE OF 64 PSI AND MAXIMUM DEMAND OF 8 GPM AT THE POINT OF CONNECTION.

9. A 120 VOLT ELECTRICAL POWER OUTL ET AT EACH AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. IT SHALL BE THE

RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE NECESSARY

POWER SOURCES AND TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL

OUTLET TO THE AUTOMATIC CONTROLLER(S), INCLUDING PROPER GROUNDING AS REQUIRED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.

10. PRIOR TO BID, CONTRACTOR SHALL VERIFY EXISTING STATIONS AT ADJACENT

WORK AREA AND DETERMINE VALVES CONTROLLING HEADS INDICATED FOR CONNECTION TO EXISTING SYSTEM. CONTRACTOR SHALL VERIFY VALVE SIZE AND EXISTING GPM FLOW PRIOR TO ADDING NEW HEADS. ALSO, SPACING AND

COVERAGE SHALL BE VERIFIED AND NECESSARY PROVISION IN BID MADE FOR REQUIRED ADJUSTMENTS AND MODIFICATIONS TO ACHIEVE PROPER COVERAGE.

11. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUND COVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1" ABOVE FINISH GRADE.

12. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN LAWN AREAS SHALL BE INSTALLED

SO THAT THE TOP OF THE SPRINKLER HEAD IS FLUSH WITH ADJACENT SIDEWALK OR CURB.

13. IN OPEN SEEDED LAWN AREAS, SET TOP OF POP-UP TYPE SPRINKLER HEADS 3" ABOVE FINISH GRADE UNTIL LAWN IS ESTABLISHED. LOWERING OF ALL LAWN

HEADS BY THE IRRIGATION CONTRACTOR SO THAT THE TOP OF THE SPRINKLER HEAD IS 1/2" ABOVE FINISH GRADE SHALL BE ACCOMPLISHED WITHIN TEN (10) DAYS AFTER NOTIFICATION BY THE OWNER'S AUTHORIZED REPRESENTATIVE.

14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS.

15. EXISTING TREES - WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING

TREES, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO TREES AND TREE ROOTS. EXCAVATION IN AREAS WHERE TWO (2) INCH AND LARGER ROOTS OCCUR SHAL BE DONE BY HAND. ALL ROOTS TWO (2) INCHES

AND LARGER IN DIAMETER, EXCEPT DIRECTLY IN THE PATH OF PIPE OR CONDUIT,

SHALL BE TUNNELED UNDER AND SHALL BE HEAVILY WRAPPED WITH BURLAP TO PREVENT SCARRING OR EXCESSIVE DRYING. WHERE A TRENCHING MACHINE IS RUN CLOSE TO TREES HAVING ROOTS SMALLER THAT TWO (2) INCHES IN DIAMETER,

THE WALL OF THE TRENCH ADJACENT TO THE TREE SHALL BE HAND TRIMMED, MAKING CLEAN CUTS THROUGH. ROOTS ONE (1) INCH AND LARGER IN DIAMETER SHALL BE PAINTED WITH TWO COATS OF TREE SEAL, OR EQUAL. TRENCHES ADJACENT TO TREE SHOULD BE CLOSED WITHIN TWENTY FOUR (24) HOURS; AND

WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE SHALL BE KEPT SHADED WITH BURLAP OR CANVAS.

1. EXISTING UTILITIES - INFORMATION ON THE DRAWINGS RELATING TO EXISTINGUTILITY LINES AND SERVICES IS FROM THE BEST SOURCES AVAILABLE. ALL SUCH INFORMATION IS FURNISHED ONLY FOR INFORMATION AND IS NOT GUARANTEED.

THE CONTRACTOR SHALL EXCAVATE TEST PITS AS REQUIRED TO DETERMINE EXACT LOCATIONS OF EXISTING UTILITIES. CALL UTILITY LOCATING SERVICE FOR PRECISE UTILITY LOCATIONS BEFORE BEGINNING ANY WORK. UNDERGROUND SERVICE ALERT (800) 227-2600.

2. UTILITY REQUIREMENTS - THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATING AROUND ANY OF THEIR STRUCTURES. THE UTILITY COMPANIES LISTED BELOW SHALL BE CONTACTED:
- GAS COMPANY
- TELEPHONE COMPANY
- ELECTRICAL
- POWER COMPANY
- CABLE TELEVISION COMPANY
- WATER SUPPLY COMPANY
MWELO Appendix B – Water Efficient Landscape Worksheet
Project Name: Manhattan
Beach - Lot
Project Location: Orange, CA
Reference Evapotranspiration (Eto): CIMIS
Station Redondo Beach 42.6 ETAF Non-Residential 0.45 Hydrozone Planting Description Plants' Water
Use Plant Factor (PF) Shade/Sun Irrigation Method Nozzle Type Irrigation Efficiency (IE) ETAF (PF/IE) Landscape Area
(sq.ft.)
ETAF x
Area
Estimated Total
Water Use
(ETWU)
Regular Landscape Area
HZ-1 Tree Low 0.2 Sun Root Watering System 0.81 0.25 100 24.7 652 HZ-2 Tree Medium 0.5 Sun Root Watering System 0.81 0.62 75 46.3 1,223 HZ-3 Shrub/GC/Vine Low 0.2 Sun Micro Spray-RAINBIRD SQ 2.5' 0.75 0.27 1,153 307.5 8,121 (A) (B)
Totals 1,328 378 9,996
Special Landscape Areas
SLA-1 No SLA 10 0 0
SLA-2 No SLA 10 0 0
(C) (D)
Totals 0 0 0
ETWU Total
9,996
Maximum
Allowed
Water
15,784
ETWU (Annual Gallons Required) = ETo x 0.62 x ETAF x Area

0.62 is a
conversion
MAWA (Annual Gallons Allowed) = Eto x 0.62 x [ (ETAF x LA) + ((1-ETAF) X SLA)] ETAF Calculations Average
ETAF for
Regular Landscape Areas All Landscape Areas
Total ETAF x Area (B) 378.5 Total ETAF x Area (B+D) 378.5 Total Area (A) 1328 Total Area (A+C) 1,328
Average ETAF (B/A) 0.28 Sitewide ETAF (B+D) / (A+C) 0.28

Peak Month Watering Schedule
Monthly adjustments shall be made by inputting monthly water budgeting factor in automatic controller program.

Soak Time between Cycles for Cycle and Soak: 15 min. **Micro Climate: 1=Sun, 0.7=Shade Cycle Starting Time: 3:00 AM
* Frequency of watering 1 = Everyday 7= Once a week (Every 7 days) 2 = Every 2 days (3 times/ week)
3= Every 3 days (2 times/ week)
Hydrozone Controller station no. Irrigation Method
Frequency of
watering *
Number of Cycles
Run Time
(minutes)
No. of valve
stations per Hz
Runtime per HZ
Plant Description
Micro Climate**
(Sun/Shade)
HZ-1 2 Root Watering System 11 2 12 Tree Sun
HZ-2 4 Root Watering System 11 4 14 Tree Sun
HZ-3 1, 3, 5 Micro Spray-RAINBIRD SQ

2.5' 11 2 36 Shrub/GC/Vine Sun
12 0.20

***Total watering minutes/hours do not include the time for valves open and close.

This schedule provides schedule for daily watering in highest Eto month (July) as baseline schedule.

Total minutes***
Total Hours**
Since an accurate agricultural soils analysis will not be performed until after site grading is done but prior to landscape ins tallation, adjustments in watering time and cycle may be needed depending on the final site conditions and soil type.

This irrigation watering schedule has been prepared as a part of landscape documentation package prior to construction.

Peak Month Watering Schedule- Establishment Period (150% of normal schedule) Monthly adjustments shall be made by inputting monthly water budgeting factor in automatic controller program.

Soak Time between Cycles for Cycle and Soak: 15 min. Micro Climate*: 1=Sun, 0.7=Shade Cycle Starting Time: 3:00 AM
* Frequency of watering 1 = Everyday
2 = Ev ery 2 days (3 times/ week)
3= Every 3 days (2 times/ week)
Hydrozone Controller station no. Irrigation Method
Frequency of
watering
Number of Cycles
Run Time
(minutes)
no. of valve stations
per Hz
Runtime per HZ
Plant Description
Micro Climate*
(Sun/Shade)
HZ-1 2 Root Watering System 11 3 13 Tree Sun
HZ-2 4 Root Watering System 11 6 16 Tree Sun
HZ-3 1, 3, 5 Micro Spray-RAINBIRD SQ

2.5' 11 3 39 Shrub/GC/Vine Sun
18 0.30

***Total watering minutes/hours do not include the time for valves open and close.

Since an accurate agricultural soils analysis will not be performed until after site grading is done but prior to landscape ins tallation, adjustments in watering time and cycle may be needed depending on the final site conditions and soil type.

This schedule provides schedule for daily watering in highest Eto month (July) as baseline schedule.

Total minutes**
Total Hours**
This irrigation watering schedule has been prepared as a part of landscape documentation package prior to construction.

IRRIGATION DETAILS
Conceptual Design & Planning Company, Mar 10, 2025 8:56am P:\25\25011 Manhattan Beach Parking Lot\Land\CDs\CD01- 24X36\ 25011- ID.dwg MarcEscobar 1675 Scenic Drive, Suite 200
Costa Mesa, CA 92626
T: 949.399.0870
www.cdpcinc.com
conceptual design + planning company

TYPICAL 2.5' SQUARE PATTERN MICRO SPRAY LAYOUT

FINISH GRADE

TRIPLE SWING JOINT
PLAN
SCHEDULE 40 ELL

ELEVATION
12" NIPPLE

TEE OR ELL
SCHEDULE 40 ELL
SCHEDULE 80 PVC RISER

MARLEX STREET ELL
NOTE:

TRIPLE SWING JOINT WITH SPRAY HEADS AND QUICK COUPLER.

ALL PIPE AND FITTINGS SHALL BE SCH. 80 PVC UNLESS OTHERWISE SPECIFIED.

SCHEDULE 80 PVC RISER MAIN OR LATERAL LINE

TEE OR ELL

MARLEX STREET ELL

LATERAL LINE (MAIN LINE

FOR QUICK COUPLER)

POP-UP SPRINKLER
12" NIPPLE

QUICK COUPLER VALVE
NOTE:

INSTALL WITH TRIPLE SWING JOINT.

INSTALL VALVE BOXES WITHIN 6" OF HARDSCAPE EDGE/SIDEWALK IN SHRUB / GROUND COVER PLANTING AREA WHERE EASILY ACCESSIBLE.

QUICK COUPLING VALVE

FINISH GRADE
CLAMPS
#4 RE-BAR STAKE
SCH 80 NIPPLE

STEEL SCREW

STAINLESS
(24" LONG)
PVC 90 STREET ELL
PVC 90 STREET ELLS

MAINLINE
SCH 80 NIPPLE
1 C.F. PEA GRAVEL
6" MIN.
2"
18" MAX.
18" MIN.

NDS ROUND VALVE BOX W/ 2"

LETTER 'QC' BRANDED ON

LOCKING LID
2" x 4" RWD. BLOCKS OR

MASONARY BRICK

FILTER FABRIC

BELOW GRAVEL

PRESSURE MAINLINE

FITTING

FINISH SURFACE

FINISH GRADE
2"

MULCH PER PLANTING PLAN

TRENCHING
18" MIN. OTHERWISE
24" MIN. UNDER PAVEMENT
12" MIN. OTHERWISE
6"
36" MIN. UNDER PAVEMENT

CURB, PAVEMENT

OR HARDSCAPE

STRUCTURE

DIRECT BURIAL LOW

VOLTAGE CONTROL

WIRES, TAPED TO
MAINLINE PIPE @ MAX.
10' O.C.

PRESSURE LINE
(MAIN PIPE)

NON-PRESSURE LINE
(LATERAL PIPE)
NOTE: IRRIGATION SLEEVING SHALL EXTEND
MIN. 12" BEYOND EDGE OF HARDSCAPE INTO

LANDSCAPE AREA

WATER PROOF WIRE

CONNECTION PER DETAIL
NOTE:

LOCATE VALVE BOXES WITHIN 6" OF HARDSCAPE EDGE/SIDEWALK WHERE EASILY ACCESSIBLE, IN SHRUB/GROUNDCOVER PLANTING AREA WHERE POSSIBLE.

RECTANGULAR VALVE BOX W/ 2" LETTER
'MV' BRANDED ON LOCKING LID, NDS,

CARSON OR APPROVED EQUIVALENT
24" EXPANSION CURLS
`
PVC SCH 80 UNION

REMOTE CONTROL VALVE
1 CU. FT. PEA GRAVEL

PVC ELL

PVC NIPPLE

FLOW MAINLINE FROM

BACKFLOW

MASTER VALVE
2" x 4" RWD. BLOCKS OR

MASONARY BRICK

TO SPRINKLERS, ANGLE

TO SPECIFIED DEPTH
W/45 DEGREE ELLS

FILTER FABRIC BELOW
GRAVEL

COMMON WIRE TO

NEXT VALVE
6" MAX.
6" MIN.
18" MAX.

FINISH GRADE
2"

HARDSCAPE

CONTROL AND COMMON

WIRES TO CONTROLLER
PVC SCH 80 UNION

MULCH PER

PLANTING PLAN
NOTE:

FILL OUTER CASE WITH SEALER PRIOR TO FINAL

ASSEMBLY USE RAINBIRD 'SNAP TITE' OR APPROVED
EQUAL

CRIMP SLEEVE INSTALLED

WITH RECOMMENDED
TOOL
6" MIN.
12" MAX.

RCV 1 RCV 2 QC
BV 12" MIN.
12" MIN. 12" MIN.

NOTE:

PLACE ALL VALVE BOXES 12" MINIMUM
APART, 6" MINIMUM - 12" MAXIMUM

AWAY FROM HARDSCAPE EDGE

EDGE OF PAVING

OR BACK OF CURB

PLANTING AREA

TWIST WIRES FOR PROPER

CONNECTION

LOW VOLTAGE WIRES

OUTER CASE OF

CONNECTOR

CONNECTOR INSERT

VALVE BOX PLACEMENT WIRE CONNECTION

FLOW SENSOR/METER

DIRECT-BURIAL TWISTED SOLID

COPPER, SHIELDED PAIR CABLE
CONDUCTOR, MIN. 20 AWG.

TO TRANSMITTER IN CONTROLLER

ENCLOSURE, DO NOT EXCEED
2,000 FEET. PROVIDE 24"

SERVUCE LOOP IN VALVE BOX
2" IN SHRUB AREAS

FLUSH IN TURF AREA
JUMBO PLASTIC VALVE BOX W/ (2)-6" EXTENSIONS,
BRAND 2" LETTER 'FM' BRANDED ON LOCKING
COVER
MIN. DISTANCE FROM SENSOR TO FITTINGS,

PIPE SIZE OR DIRECTION CHANGE
FLOW
FINISH GRADE6" MIN.
18" MAX.

MIN. OF 10 x PIPE DIA.

STRAIGHT PIPE
MIN. OF 5 x PIPE DIA.

STRAIGHT PIPE 6" DEEP PEA GRAVEL SUMP

WITH FILTER FABRIC BELOW

TEE-MOUNTED FLOW SENSOR

PER SPEC, HAND-TIGHTEN

RETAINER NUT TO TEE, INSTALL

PER MFGR'S INSTRUCTION

WATERPROOF CONNECTORS

MAIN LINE TO
VALVES

HARDSCAPE
4" MIN.4" MIN.
2" x 4" RWD. BLOCK OR
COMMON BRICK, (4) PER BOX

MAIN LINE FROM

MASTER VALVE

PEDESTAL-MOUNT CONTROLLER
1-1/2"

FINISH GRADE
2" DIA. SWEEP ELBOW
6"

PANEL BOARD
NOTE:

MOUNT WEATHER SENSOR ON TOP OF 10' POLE. VERIFY FINAL LOCATION IN FIELD. LOCATION TO BE OPEN TO WEATHER, WITHOUT OVERHEAD OBSTRUCTIONS.
2% 2%

STAINLESS STEEL

ENCLOSURE PER

IRRIGATION LEGEND

CONTROL WIRES SHALL BE

TIED INSIDE HOUSING

AND WIRED TO TERMINAL

STRIP- NUMBER WIRES
1/2" DIA. x 4" LONG CADMIUM-
PLATED 'J' ANCHOR BOLTS - 4
PLACES

COMMON AND CONTROL WIRE BUNDLE
TAPE WIRES W/ ELECTRICAL TAPE @
10'-0" MAX.

AUTOMATIC IRRIG.

CONTROL UNIT

ATTACHED TO HOUSING

J-BOX W/ POWER ON-OFF

SWITCH FOR CONTROLLER

AND SINGLE GFCI

RECEPTACLE
CONC. FOOTING
(30" x 23" x 6" THICK)
ELEC. SWEEP ELL &

CONDUIT TO SOURCE

PER CODE

GROUNDING ROD OR PLATE
PER MFG. INSTRUCTION

BALL VALVE
PVC SCH 80 UNION

PVC MALE ADAPTOR
NOTE:

LOCATE VALVE BOXES WITHIN 6" OF HARDSCAPE EDGE/SIDEWALK WHERE EASILY ACCESSIBLE, IN SHRUB/GROUNDCOVER PLANTING AREA WHERE POSSIBLE.

MAINLINE
FINISH GRADE 6" MIN.

BALL VALVE
NDS RECTANGULAR VALVE BOX W/ 2"
LETTER 'BV' BRANDED ON LOCKING LID 18" MAX.

PVC SCH 80 THREADED NIPPLE
2" x 4" RWD. BLOCKS OR

MASONARY BRICK
6" MAX.

FILTER FABRIC BELOW
GRAVEL

FINISH GRADE

MULCH PER PLANTING PLAN
2"

FINISH SURFACE
1 CF. PEA GRAVEL

POP-UP SPRAY HEAD

FINISH GRADE

PVC LATERAL LINE

HARDSCAPE -
12" FOR SMALL RADIUS SHRUB

SPRAY, MICRO SPRAY OR
STREAM BUBBLER NOZZLES 24"

FOR ROTATOR OR ROTOR
NOZZLES.

TOP OF HEADS AT 1"

ABOVE FINISH GRADE IN
LAWN, 1-1/2" IN SHRUB
AREA
6" SCH 80 PVC

NIPPLE THREADED

BOTH ENDS

MARLEX STREET
ELL

TREE TRUNK
6" 6"

ROOTBALL

POP-UP STREAM

BUBBLER HEAD,
(2) EACH TREE,

ONE EACH SIDE

PLANTING PIT

WITH BACKFILL

PER PLANTING
DETAIL

EDGE OF

PLANTING PIT

TREE STREAM HEAD PLACEMENT

PRESSURE REGULATING

POP-UP HEAD

TREE TRUNK

LATERAL PIPE

PLANTING PIT
6"

BUBBLER
HEAD

ROOTBALL

SECTION

PLAN VIEW
6"

MARLEX STREET ELL
SCH40 ELL
NOTE:

USE TRIPLE SWING JOINT

REMOTE CONTROL VALVE
18" MAX.
6" MIN.

REMOTE CONTROL VALVE PER SPEC

FINISH SURFACE

COMMON WIRES CONTROL WIRE
24" EXPANSION CURLS
RECTANGULAR VALVE BOX W/ VALVE I.D.

NO. BRANDED ON LOCKING LID, NDS,

CARSON OR APPROVED EQUIVALENT

BASKET FILTER WHERE INDICATED ON

LEGEND/ PLAN STATION NUMBER ID TAG
SCH 40 OR CLASS
315 PVC MAINLINE
SCH 80 PVC MAINLINE
FITTINGSNOTE:

LOCATE VALVE BOXES WITHIN 6" OF HARDSCAPE EDGE/SIDEWALK WHERE EASILY ACCESSIBLE, IN SHRUB/GROUNDCOVER PLANTING AREA WHERE POSSIBLE.

PVC SCH 80 UNION
CLASS 200 OR SCH. 40 PVC

LATERAL TO SPRINKLERS,

ANGLE TO SPECIFIED DEPTH
WITH 45° ELLS

FILTER FABRIC BELOW GRAVEL
6" MAX.

PVC SCH 80 UNION

PVC ELL

PVC NIPPLE
1 CU. FT. PEA GRAVEL
2" x 4" RWD. BLOCK

FINISH GRADE
2"

PRS DIAL PER SPEC

WATER-PROOF WIRE CONNECTION

MULCH PER

PLANTING PLAN

PVC LATERAL LINE
4"

DRIP EMITTER / BUBBLER ON RISER

MARLEX STREET ELL

THREADED BOTH ENDS
PVC SCH 80 PVC NIPPLE

MARLEX STREET ELL

FINISH GRADE

PRESSURE REGULATING SHRUB ADAPTER
PVC SCH 80 NIPPLE

INLINE CHECK VALVE, HUNTER
HC-50F-50F OR APPROVED EQUAL

BUBBLER OR DRIP NOZZLE PER

IRRIGATION LEGEND

MULCH PER PLANTING PLAN

PVC TEE OR ELL
2" MAX.

NOTE:

DO NOT INSTALL IN AREA IN PLANTERS WHERE

PEDESTRIAN CROSS ACCESS IS EXPECTED
ALL PIPE AND FITTINGS SHALL BE SCH. 80 PVC
UNLESS OTHERWISE SPECIFIED. USE PVC STREET ELLS
W/ TEFLON TAPE FOR ALL PUBLIC PROJECT WORK.

EDGE OF PLANT ROOT BALL

LIMIT OF WORK

LIMIT OF WORK
LIM

IT OF W
ORK
LIM

IT OF W
ORK
K
SOIL SAMPLE LOCATION # 1
SOIL SAMPLE LOCATION # 2
3 B
4 A
3 AS
11 FS
15 CJ
6 DO
3 AS
9 FS
5 CJ
6 CJ
3 AS
12 FS
5 CJ
16 FS
5 CJ
16 FS
3 CJ
30 FS
3 AS
6 CJ
6 CJ

PARKING LIGHT PER ELECTRICAL PLAN,
TYP.

PARKING LOT STRIPING AND ASPHALT PAVING PER
CIVIL ENGINEER'S PLAN, TYP.

BIKE RACKS PER

ARCHITECT'S
PLAN, TYP.

EV CHARGING STATIONS PER
ARCHITECT'S PLAN, TYP.
2 ALUMINUM HEADER

CONCRETE SIDEWALK PER CIVIL
ENGINEER'S PLAN, TYP.

CURB RAMP PER CIVIL ENGINEER'S PLAN, TYP.

EXISTING SIDEWALK TO REMAIN,

PROTECT IN PLACE
1 DECORATIVE ROCK

EXISTING WATER METER

VERIFY IN FIELD

EXISTING PLANTING TO REMAIN

AND BE IRRIGATED FROM ONSITE

IRRIGATION SYSTEM

CONTROLLER LOCATION

PER IRRIGATION PLAN
TRASH ENCLOSURE PER ARCHITECT'S PLAN, TYP.

NOTE:

EXISTING PALMS TO REMAIN, PROTECT IN PLACE. RE-INSTALL BOULDERS IF MOVED DURING IRRIGATION RENOVATION.

PRESERVE EXISTING EUPHORBIA, REPLACE IF DAMAGED WITH 5
GALLON MATERIAL. ADD ADDITIONAL PLANTS AS REQUIRED BY
CITY AS PART OF MAINTENANCE.
24" BOX
Botanical NameSymbol SizeCommon NameKey
A
B
Low
WUCOL
Region

PLANTING LEGEND
(SUNSET ZONE 24)
24" BOX

SOILS REPORT
STANDARD FORM TREES SHALL MEET MINIMUM D.B.H.
(DIAMETER AT BREAST HEIGHT) SIZE AS FOLLOWS:
24" BOX : 1-1/2" TO 2"

SOIL TESTING SHALL OCCUR AFTER ROUGH GRADING AND SOIL IMPORT (IF REQUIRED) HAS BEEN COMPLETED, BUT PRIOR TO START OF ANY LANDSCAPE RELATED WORK. THE CONTRACTOR SHALL OBTAIN A STANDARD SOILS TEST FOR AGRICULTURAL SUITABILITY AND FERTILITY PREPARED BY AN APPROVED AGRICULTURAL TESTING LABORATORY. REPORT SHALL CONTAIN STANDARD SOIL TESTING DATA AND SHALL ALSO INCLUDE SOIL

INFILTRATION RATE, SOIL TEXTURE AND PERCENTAGE OF ORGANIC MATERIAL CONTENT FOR EACH SAMPLE, AND RECOMMENDATIONS FOR SOIL PREPARATION AND BACKFILL MIX. THIS REPORT SHALL BE FURNISHED TO THE OWNER AND OWNER'S REPRESENTATIVE FOR REVIEW PRIOR TO IMPLEMENTATION. TWO SAMPLES SHALL BE TAKEN AT EACH LOCATION INDICATED ON THE PLANTING PLAN, ONE AT GROUND LEVEL TO 10" DEEP, THE OTHER AT 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY ONE QUART OF SOIL AND BE LABELED BY LOCATION AND DEPTH.

SOIL SAMPLE LOCATION, (2) LOCATIONS TOTAL
REFER TO PLANTING NOTES #11
Sym. Key Botanical Name Common Name WUCOLS
SHRUBS
Size
(Region 3)
5 GALLON
1 GALLON

SIZING LEGEND
GRAPHIC SYMBOLS TAKE PRECEDENCE OVER WRITTEN QUANTITIES AND KEYS ON PLAN.

INDICATES SPECIES

INDICATES QUANTITY

HARDSCAPE LEGEND

DECORATIVE ROCK

MINER'S GOLD CRUSHED ROCK
SIZE: 3"-4"
INSTALL 3" LAYER OVER WEED FABRIC
COLOR: GOLDEN BROWN
AVAILABLE THROUGH: SOUTHWEST BOULDER
CONTACT: (760) 685-0202

CONTRACTOR TO SUBMIT A PHYSICAL SAMPLE AS WELL AS A WRITTEN

SPECIFICATION FOR APPROVAL PRIOR TO CONSTRUCTION
24" BOX ModMetrosideros excelsa New Zealand Christmas tree AS gallon Low5Agave 'Sharkskin' Sharkskin Agave
EC gallon Low1Echeveria 'Curly Locks' Curly Locks
Kalanchoe luciae Paddle Plant 1 gal. @ 18" o.c. Low
FS Festuca 'Mairei' Atlas Fescue gallon Low1
CJ Callistemon vimimalis 'Little John' Dwarf Bottlebrush gallon Low 5 DO Dodonaea viscosa 'Purpurea' Purple Hopseed Bush gallon Low5

GROUND COVERS
1 2 ALUMINUM HEADER

CLEANLINE XL ALUMINUM EDGING INSTALL PER MANUFACTURER'S DETAIL SIZE: 3/16" X 6"
AVAILABLE THROUGH: PERMALOC
CONTACT: (616) 399-9600
SHEET #
LS-5
TREES

EXISTING PALM
Australian WillowGeijera parvifolia

AFTER OBTAINING APPROVAL OF THE AGRICULTURAL SUITABILITY REPORT, AND A MINIMUM OF TWO WEEKS PRIOR TO PLANTING, THE CONTRACTOR SHALL SUBMIT TO THE OWNER / OWNER'S REPRESENTATIVE PLANT MATERIAL PHOTOS FOR APPROVAL. IF REQUESTED BY THE OWNER, THE LANDSCAPE ARCHITECT WILL TAG THE TREE MATERIAL.

ONE PHOTOGRAPH OF EACH SPECIES SPECIFIED ON PLAN SHALL BE PROVIDED FOR REVIEW AND APPROVAL. SUBMIT PRINTED PHOTO SUBMITTAL, OR DIGITAL PHOTOS BOUND TO ONE PDF FILE OF REASONABLE FILE SIZE, LESS THAN 5 MB, WILL BE ACCEPTED.

NO PARTIAL OR INCOMPLETE SUBMITTAL WILL BE ACCEPTED FOR REVIEW. ANY REJECTED SPECIES SHALL BE SUBJECT TO RESUBMITTAL.

EACH PHOTO SHALL CLEARLY SHOW FORM OF THE CROWN AND BRANCHING STRUCTURE OF A SINGLE PLANT WITHOUT OTHER TREES IN THE BACKGROUND.

EACH PHOTO SHALL BE LABELED WITH PLANT NAME, CONTAINER SIZE, SPECIFICATIONS (HEIGHT x CROWN, D.B.H. FOR TREES).

TREE PHOTO SHALL HAVE A MEASURING POLE OR A PERSON IN THE PHOTO FOR RELATIVE SCALE.

PLANTS DELIVERED TO THE PROJECT SITE WILL BE COMPARED TO THE APPROVED SUBMTITALS. IF THE PLANTS DELIVERED ARE FOUND TO BE SUBSTANDARD, THEY MAY BE REJECTED AT ANY TIME PRIOR TO FINAL ACCEPTANCE.

SUBMIT CUT SHEETS OF ALL LANDSCAPE SUPPLIES THAT WILL BE USED FOR LANDSCAPE INSTALLATION PRIOR TO INSTALLATION.

PLANT MATERIAL APPROVAL /LANDSCAPE SUPPLY SUBMITTAL

TREE AND SHRUB PLANTING PLAN
Conceptual Design & Planning Company, Mar 10, 2025 9:24am P:\25\25011 Manhattan Beach Parking Lot\Land\CDs\CD01- 24X36\ 25011- P.dwg MarcEscobar 1675 Scenic Drive, Suite 200
Costa Mesa, CA 92626
T: 949.399.0870
www.cdpcinc.com
conceptual design + planning company

NORTH

GROSS SITE AREA
MIN. LANDSCAPE REQUIRED

TOTAL LANDSCAPE AREA

PLANTING AREA

TURF AREA
S.F.
%
S.F. (6.99 %)
S.F.

S.F.
19,000
1,328

LANDSCAPE AREA TABULATION
5 1,328
0 0' 10' 20'5' 30'
SCALE:1"=10'

SEE STRIPING AND SIGNAGE PLAN

PLANTING DETAILS & NOTES
Conceptual Design & Planning Company, Mar 11, 2025 5:19pm P:\25\25011 Manhattan Beach Parking Lot\Land\CDs\CD01- 24X36\ 25011- PD.dwg MarcEscobar 1675 Scenic Drive, Suite 200
Costa Mesa, CA 92626
T: 949.399.0870
www.cdpcinc.com
conceptual design + planning company

16. AFTER AMENDING SOIL, BUT PRIOR TO PLANTING, CONTRACTOR SHALL

PERFORM PERCOLATION TEST AT SELECTED LOCATION(S) SHOWN ON TREE PLANTING PLAN. NOTIFY LANDSCAPE ARCHITECT 48 HOURS PRIOR TO THE TEST. TEST AS FOLLOWS. CONTRACTOR SHALL RECORD THE RESULT AND SUBMIT TO LANDSCAPE ARCHITECT:
 DIG 24" BOX-SIZE PIT AND SCARIFY THE SIDES; FILL WITH CLEAN WATER BY HOSE AT THE BOTTOM OF THE PIT AND LET IT DRAIN.
 IMMEDIATELY AFTER IT DRAINS COMPLETELY, REFILL 12" DEEP WITH CLEAN WATER AND RECORD THE WATER LEVEL AS IT DRAINS.

IF THE SECOND REFILLED WATER DRAINS 2 INCHES PER ONE HOUR OR FASTER, TREE MAY BE INSTALLED WITHOUT DRAIN SUMP. IF THE WATER DRAINS SLOWER,

THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND INSTALL THE DRAIN SUMP PER DETAILS.

THE CALIFORNIA PUBLIC UTILITIES COMMISSION MANDATES THAT, IN THE INTEREST

OF PUBLIC SAFETY, MAIN LINE GAS VALVES BE MAINTAINED IN A MANNER TO BE READILY ACCESSIBLE AND IN GOOD OPERATING CONDITION. THE CONTRACTOR

SHALL NOTIFY THE GAS COMPANY'S HEADQUARTERS PLANNING OFFICE AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL

TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES.

4. DO NOT WILLFULLY PROCEED WITH PLANTING AS DESIGNED WHEN IT IS

OBVIOUS THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES AND/OR

AREA DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER. THE CONTRACTOR SHALL ASSUME FULL

RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION.

9. LANDSCAPE CONTRACTOR TO RECEIVE SITE GRADED TO +/-0.10 FOOT.

CONTRACTOR SHALL OBTAIN LETTER OF GRADE CERTIFICATION FROM OWNER PRIOR TO PROJECT EXECUTION.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH ANY

SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH LANDSCAPE INSTALLATION OPERATIONS.

11. SOIL TESTING: THE CONTRACTOR SHALL OBTAIN A SOILS TEST FOR AGRICULTURAL

SUITABILITY AND FERTILITY PREPARED BY AN APPROVED AGRICULTURAL TESTING LABORATORY. SOIL TESTING SHALL OCCUR AFTER ALL SOIL HAS BEEN IMPORTED TO THE SITE AND ROUGH GRADE ESTABLISHED, BUT PRIOR TO SOIL PREPARATION. REPORT SHALL CONTAIN RECOMMENDATIONS FOR SOIL PREPARATION AND BACKFILL MIX.

REPORT SHALL CONTAIN STANDARD SOIL TESTING DATA AND SHALL ALSO INCLUDE SOIL INFILTRATION RATE, SOIL TEXTURE, PH, TOTAL SOLUBLE SALTS, SODIUM AND % OF

ORGANIC MATERIAL CONTENT FOR EACH SAMPLE, AND RECOMMENDATIONS FOR SOIL PREPARATION AND BACKFILL MIX.. THIS REPORT SHALL BE FURNISHED TO THE OWNER AND OWNER'S REPRESENTATIVE FOR REVIEW PRIOR TO IMPLEMENTATION.

TWO (2) SAMPLES SHALL BE TAKEN AT EACH OF THE MINIMUM OF TWO (2) LOCATIONS. FROM ONE LOCATION, TAKE (1) SAMPLE AT 10" DEEP AND (1) SAMPLE FROM 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY ONE

QUART OF SOIL AND BE LABELED PER LOCATION AND DEPTH, AND TESTED SEPARATELY. SEE PLANTING PLAN FOR SAMPLE LOCATIONS.

15. UNDER NO CIRCUMSTANCES, CONCRETE AND OTHER DEBRIS MAY BE CRUSHED AND REUSED AS FILL IN PLANTING AREA. SHOULD IMPORT SOIL BE NECESSARY, INDICATE SOURCE LOCATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS. SUBMIT AGRICULTURAL SUITABILITY

AND FERTILITY TESTING FOR THIS IMPORT TO OWNER'S REPRESENTATIVE FOR APPROVED PRIOR TO SOIL IMPORTATION. TEST REPORT SHALL INCLUDE SOIL

AMENDMENT RECOMMENDATIONS AND BE DONE BY AN APPROVED
CALIFORNIA ASSOCIATION OF AGRICULTURAL LABORATORIES MEMBER.

7. SEE SPECIFICATIONS FOR PLANTING REQUIREMENTS, MATERIALS AND EXECUTION. SEE DETAILS AND SPECIFICATIONS FOR STAKING METHOD, PLANT PIT DIMENSIONS AND BACKFILL REQUIREMENTS.

12. SOIL PREPARATION: FOR BID PURPOSES, ASSUME THE ROTOTILLING OF THE FOLLOWING AMENDMENTS INTO THE SOIL AT RATES INDICATED PER 1,000 SQUARE FEET:

13. BACKFILL: FOR BID PURPOSES, FOLLOW THE PLANTING SPECIFICATIONS SECTION VIII, H.

14. ABOVE SOIL PREPARATION AND BACKFILL SPECIFICATIONS ARE FOR BIDDING PURPOSE ONLY. CONTRACTOR TO AMEND SOIL AND PREPARE BACKFILL IN ACCORDANCE WITH APPROVED SOIL FERTILITY ANALYSIS RECOMMENDATIONS.

17. CONTRACTOR'S INITIAL BID SHALL INCLUDE DRAIN SUMP WITH COST ITEMIZED.

IF THE TEST PROVES THAT IT IS NOT NECESSARY, SUPPLY CREDIT TO THE OWNER.

18. ALL SHRUB/GROUNDCOVER AREAS SHALL BE TOP DRESSED WITH A 3" DEEP

LAYER OF SHREDDED, COMPOSTED WOOD FIBER MULCH 'FOREST FLOOR' (1/2" TO1-1/2" PIECES) BY AGUINAGA FERTILIZER COMPANY (949)786-9558 OR APPROVED EQUAL.

19. CONCRETE MOWSTRIP, REDWOOD HEADERBOARD OR STEEL EDIGNG SHALL

BE INSTALLED PER DETAIL WHEREVER GROUNDCOVER AREAS MEET TURF AREAS AS INDICATED ON THE DRAWINGS.

20. PLANT MATERIAL APPROVAL: AFTER OBTAINING APPROVAL FOR AGRICULTURAL

SOILS REPORT AND AMENDMENTS, AND TWO WEEKS PRIOR TO PLANTING,

CONTRACTOR SHALL SUBMIT TO LANDSCAPE ARCHITECT ONE PRINTED COLOR

PHOTOGRAPH OF EACH SPECIES AND SIZE PLANT MATERIAL SPECIFIED ON PLAN FOR APPROVAL. PHOTOGRAPHS SHALL INCLUDE A PERSON OF AVERAGE HEIGHT FOR SCALE PURPOSES. ALL PLANT MATERIAL SHALL BE OF QUALITY AS DETERMINED BY THE OWNER'S REPRESENTATIVE. IF REQUESTED BY OWNER, LANDSCAPE ARCHITECT WILL TAG THE TREE MATERIAL. MATERIAL FOUND

UNSUITABLE FOR THE DESIGN OR SPECIFICATION INTENT WILL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

21. ALL PLANT MATERIAL OF A GIVEN SPECIES SHALL HAVE MATCHING FORM UNLESS OTHERWISE SPECIFIED. ALL BOXED TREES SHALL BE OF QUALITY AS DETERMINED BY THE OWNER'S REPRESENTATIVE.

22. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANT MATERIAL FREE FROM PESTS OR PLANT DISEASES. PRE-SELECTED OR 'TAGGED' MATERIAL

MUST BE INSPECTED BY THE CONTRACTOR AND CERTIFIED TO BE PEST AND DISEASE FREE PRIOR TO SHIPMENT. IT IS THE CONTRACTOR'S OBLIGATION TO

PROVIDE ANY REQUIRED CERTIFICATIONS AND WARRANTY FOR ALL PLANT MATERIAL PER THE SPECIFICATIONS.

23. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE.

10. WEED AND EXISTING GRASS CONTROL: WEED AND GRASS TYPES SHOULD BE

IDENTIFIED BY AN APPROVED LICENSED PEST CONTROL ADVISOR TO ENSURE COMPATIBILITY WITH CHEMICALS AND SEASON OF THE APPLICATION. DO

NOT USE CHEMICAL/METHOD THAT WOULD ADVERSELY EFFECT NEW PLANTINGS. REMOVE EXISTING PERENNIAL WEEDS FROM SITE BY MOWING AND GRUBBING. FOLLOWING SOIL PREPARATION AND INSTALLATION OF

ALL SPECIMEN TREES, PERFORM WEED ABATEMENT PROCEDURE AS FOLLOWS:

1. EXISTING UTILITIES: INFORMATION ON THE DRAWINGS RELATING TO ALIGNMENT

OF EXISTING UTILITY LINES AND SERVICES WAS PROVIDED BY OTHERS AND IS FROM THE BEST SOURCE AVAILABLE. ALL SUCH INFORMATION IS FURNISHED ONLY FOR INFORMATION AND IS NOT GUARANTEED. THE CONTRACTOR

SHALL EXCAVATE TEST PITS AS REQUIRED TO DETERMINE EXACT LOCATIONS OF ALL EXISTING UTILITIES. CALL UTILITY LOCATING SERVICE AND OBTAIN PRECISE UTILITY LOCATIONS MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. UNDERGROUND SERVICE ALERT (800)227-2600.

2. UTILITY REQUIREMENTS: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATING AROUND ANY OF THEIR STRUCTURES. THE UTILITY COMPANIES LISTED BELOW SHALL BE CONTACTED:

6. CONTRACTOR SHALL NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE 48 HOURS

PRIOR TO COMMENCEMENT OF WORK TO SCHEDULE A PRE-CONSTRUCTION MEETING AND COORDINATE PROJECT REVIEWS.

8. CONTRACTOR TO PROVIDE A MINIMUM OF 2% POSITIVE DRAINAGE IN ALL PLANTING AREAS. IN NO CASE SHALL WATER DRAIN TOWARDS BUILDINGS.  5 C.Y. NITROGEN STABILIZED REDWOOD SHAVINGS
 150 LBS. GYPSUM
 125 LBS. GRO POWER PLUS
a. APPLY 100 LBS. 46-0-0 COMMERCIAL FERTILIZER PER ACRE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.
b. WATER FOUR TIMES DAILY FOR 14 CONSECUTIVE DAYS TO PROMOTE EXISTING WEED/SEED GERMINATION.
c. CEASE WATERING FOR THREE DAYS.
d. SPRAY AREA WITH A NON-SELECTIVE/NON-RESIDUAL SYSTEMIC HERBICIDE TO ERADICATE GERMINATED WEEDS.
e. LET WEEDS DIE FOR A PERIOD OF SEVEN DAYS MINIMUM WITHOUT IRRIGATION.
f. REMOVE ALL WEEDS FROM SITE BY HOEING AND RAKING TO A MINIMUM DEPTH OF 1/2" BELOW SOIL SURFACE.
g. IF WEEDS PERSIST, THE ABOVE ERADICATION PROCEDURE SHALL BE REPEATED.
 CITY/COUNTY PUBLIC WORKS/ ENGINEERING

DEPARTMENT
 GAS COMPANY
 TELEPHONE COMPANY
 ELECTRICAL POWER COMPANY
 CABLE TELEVISION COMPANY
 WATER SUPPLY COMPANY

24. CONTRACTOR SHALL VERIFY PLANT MATERIAL QUANTITIES ON THE PLAN.

GRAPHIC SYMBOLS TAKE PRECEDENCE OVER WRITTEN QUANTITIES.

25. CONTRACTOR TO PROVIDE A MINIMUM OF 2% POSITIVE DRAINAGE IN ALL PLANTING AREAS. IN NO CASE SHALL WATER DRAIN TOWARDS BUILDINGS.

27. IN AREAS WITH EXISTING TURF OR GROUNDCOVER, CONTRACTOR SHALL BE

RESPONSIBLE FOR REPAIR OF BARE SPOTS AND ALL SCARS DUE TO

IRRIGATION INSTALLATION OR RE-GRADING, AND SHALL MATCH EXISTING PLANTING TO ACHIEVE A UNIFORM OVERALL APPEARANCE.

29. CONTRACTOR SHALL OBTAIN COPY OF THE LATEST PARKING LOT STRIPING PLAN. TREES THAT ARE INTENDED TO BE PLACED IN LINE WITH PARKING STRIPES SHALL CORRESPOND WITH THIS PLAN. CONTACT OWNER'S

REPRESENTATIVE IMMEDIATELY IF CONFLICTS OCCUR BETWEEN TREES AND LIGHT STANDARDS.

30. ANNUAL COLOR SHALL BE SELECTED BY OWNER'S REPRESENTATIVE AT TIME OF INSTALLATION.

26. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF

SHRUBS AND/OR GROUNDCOVER SHALL BE LOCATED NO FARTHER FROM

THE EDGE THAN ONE-HALF THE SPECIFIED ON-CENTER SPACING UNLESS OTHERWISE INDICATED ON PLANS. GROUNDCOVER SHALL BE TRIANGULARLY SPACED.

31. EXCAVATION AROUND EXISTING TREES TO BE PRESERVED: THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO TREES AND TREE ROOTS.

EXCAVATION SHALL BE DONE BY HAND WHERE ROOTS THAT ARE TWO (2) INCHES OR LARGER IN DIAMETER OCCUR. ALL ROOTS TWO (2) INCHES

AND LARGER IN DIAMETER, EXCEPT DIRECTLY IN THE PATH OF PIPE OR

CONDUIT, SHALL BE TUNNELED UNDER AND SHALL BE HEAVILY WRAPPED WITH WET BURLAP TO PREVENT SCARRING OR EXCESSIVE DRYING. WHERE A

TRENCHING MACHINE IS RUN CLOSE TO TREES HAVING ROOTS SMALLER THAN TWO (2) INCHES IN DIAMETER, THE WALL OF THE TRENCH ADJACENT

TO THE TREE SHALL BE HAND-TRIMMED, MAKING CLEAN-CUTS THROUGH,

WITH EQUIPMENT THAT HAS BEEN CLEANED AND DISINFECTED PRIOR TO USE ONSITE ROOTS ONE (1) INCH AND LARGER IN DIAMETER SHALL BE PAINTED WITH TWO COATS OF TREE SEAL OR EQUAL. TRENCHES ADJACENT TO TREES SHALL BE CLOSED WITHIN TWENTY FOUR (24) HOURS; AND WHERE THIS IS NOT

POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE SHALL BE KEPT SHADED WITH BURLAP OR CANVAS AND KEPT DAMP.

28. LOCATION OF EXISTING TREES ARE APPROXIMATE. IF DURING GRADING

OPERATION, EXISTING GRADE CANNOT BE MAINTAINED WITHIN DRIPLINE OF

TREES, CONTACT THE OWNER'S REPRESENTATIVE FOR DIRECTION PRIOR TO GRADING.

32. PROTECTION OF EXISTING TREES: CONSTRUCT 4' HIGH CHAINLINK FENCE OR

OTHER APPROVED PROTECTIVE FENCING AROUND THE TREE PER ARBORIST'S RECOMMENDATIONS. CONTACT OWNER'S REPRESENTATIVE FOR LOCATION OF THE FENCE IF NOT SHOWN ON THE PLAN. DO NOT ENTER, OR PLACE OBJECTS WITHIN FENCED AREA. PLACE 3" LAYER OF MULCH WITHIN THE FENCED AREA, BUT KEEP MULCH OFF TRUNK. POST AT LEAST THREE (3) LEGIBLE SIGNS ON THE FENCE STATING, 'DO NOT ENTER. NO DUMPING. DO NOT PLACE OBJECT INSIDE THE FENCE'. CONTRACTOR SHALL MAINTAIN FENCED AREA CLEAR OF OBJECTS AT ALL TIMES. WASH FOLIAGE ONCE A WEEK AFTER CONSTRUCTION ACTIVITY HAS STOPPED FOR THE DAY.

PLANTING NOTES

SHRUB PLANTING
DEPTH + 6"
1-1/2"
1 1/2" DEEP TEMPORARY

WATERING BASIN

ORIGINAL

ROOTBALL

TWICE WIDTH OF

ORIGINAL ROOTBALL
3" LAYER MULCH

BACKFILL MIX PER SOIL TEST

FINISH GRADE

ROOTBALL

ROUGHEN SIDES AND
BOTTOM

AGRIFORM TABLETS -

SEE SPECS

GROUND COVER PLANTING
EQU

AL EQUAL

NATURAL SUBGRADE

TRIANGLE SPACING

GROUNDCOVER PLANTS

SEE PLANTING PLANS FOR
O.C. SPACING

TILLED & AMENDED

PLANTING BED PER SOIL
TEST
5 GRAM AGRIFORM TABLETS
SEE SPECS.
* OFF-SET FIRST ROW OF PLANTING FROM
HARDSCAPE OR MOWSTRIP 12" MIN. OR

GROUND COVER SPACING DISTANCE, WHICH
EVER IS GREATER. SEE PLANTING PLAN FOR
GROUNDCOVER SPACING.

SECTION
3" DEEP MULCH BLANKET FOR PLANTS
LARGER THAN 1 GALLON SIZE
1-1/2"
3"

PLANTS FROM FLATS OR PLUGS
THIN MULCH TO 1-1/2" AT BASE

OF PLANT

PLAN VIEW
MIN. 3" DEEP MULCH

BLANKET
*12"
MIN.

CITY OF MANHATTAN STANDARD TREE STAKING AND ROOT WATERING SYSTEM

PLANTING DETAILS & NOTES
1675 Scenic Drive, Suite 200
Costa Mesa, CA 92626
T: 949.399.0870
www.cdpcinc.com
conceptual design + planning company

LAYOUT AND WIDTH PER PLAN F.G., PLANTING AREA

WHERE SHOWN ON
PLAN

ALUMINUM HEADER

BOARD PER DETAIL
MIN. (2) LAYER OF DECORATIVE ROCK PER
SPEC
DECORATIVE COBBLE ON D.G.

SCALE 1-1/2"=1'-0" (8)
F.S., CONCRETE PAVING OR

CURB WHERE SHOWN ON PLAN

COMPACTED SUB-GRADE

WEED FABRIC, TURN UP EDGES
3" D.G. LAYER
SET FIRST LAYER OF ROCK 1-2" INTO D.G.

LAYER
1"

TOP OF COBBLE FLUSH WITH ADJACENT

PARKING STALLS UNDER OVERHANG
NOTES:

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

2. DO NOT SCALE DRAWING.

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
PROTECTED BY COPYRIGHT ©2023 CADDETAILS.COM LTD. CADdetails.com 10/03/2025REVISION DATE
25011-
25011-

PERMALOC CORPORATION
13505 BARRY ST
HOLLAND, MI 49424
TOLL FREE: 1-800-356-9660
PHONE: (616) 399-9600
FAX: (616) 399-9770
www.permaloc.com

PLANTING BED EDGING - STONE AND TURF

PERMALOC CLEANLINE

XL ALUMINUM EDGING

WITH XLR ADAPTOR

TOP OF EDGING TO BE
MAXIMUM OF 1/2" (12.7 MM)

ABOVE SURFACE MATERIAL

BED MEDIA OR AGGREGATE

COMPACT GRADES

ADJACENT TO EDGING TO

AVOID SETTLING
18" (457 MM) ALUMINUM

STAKES TO LOCK INTO

XLR ADAPTOR

ISOMETRIC VIEW

SIDE VIEW
STAKES

CLEAN LINE XL COMMERCIAL GRADE LANDSCAPE EDGING
3/16" X 5" (3.2 MM X 127 MM), 0.116" (2.95 MM)
THICK WITH 0.25" (6.35 MM) EXPOSED TOP LIP
3/16" X 6" (3.2 MM X 152.4 MM), 0.116" (2.95 MM)
THICK WITH 0.25" (6.35 MM) EXPOSED TOP LIP
3/16" X 8" (3.2 MM X 203 MM), 0.116" (2.95 MM)
THICK WITH 0.25" (6.35 MM) EXPOSED TOP LIP
3/16" X 12" (3.2 MM X 305 MM), 0.116" (2.95 MM)
THICK WITH 0.25" (6.35 MM) EXPOSED TOP LIP
SELECT DESIRED SIZE:

SELECT DESIRED FINISH:

MF - MILL FINISH-NATURAL ALUMINUM
BL - BLACK DURAFLEX-MEETS AAMA 2603
GR - GREEN DURAFLEX-MEETS AAMA 2603
BR - BRONZE DURAFLEX-MEETS AAMA 2603
NOTES:

1. 8'-0" (2.44 M) SECTIONS TO INCLUDE (3) 18" (457 MM) ALUMINUM STAKES AND (3) XLR ADAPTORS.

2. 16'-0" (4.88 M) SECTIONS TO INCLUDE (5) 18" (457 MM) ALUMINUM STAKES AND (3) XLR ADAPTORS.

3. CORNERS - CUT BASE EDGING UP HALFWAY AND FORM A CONTINUOUS CORNER.

4. PERMALOC CLEANLINE XL AS MANUFACTURED BY PERMALOC CORPORATION.

ALUMINUM HEADER

IRRIGATION AUDIT REPORT

SOILS REPORT

SOIL TESTING SHALL OCCUR AFTER ROUGH GRADING AND SOIL IMPORT (IF REQUIRED) HAS BEEN COMPLETED, BUT PRIOR TO START OF ANY LANDSCAPE RELATED WORK. THE CONTRACTOR SHALL

OBTAIN A STANDARD SOILS TEST FOR AGRICULTURAL SUITABILITY AND FERTILITY PREPARED BY AN APPROVED AGRICULTURAL TESTING LABORATORY. REPORT SHALL CONTAIN STANDARD SOIL TESTING

DATA AND SHALL ALSO INCLUDE SOIL INFILTRATION RATE, SOIL TEXTURE, PH, TOTAL SOLUBLE SALTS, SODIUM AND % OF ORGANIC MATERIAL CONTENT FOR EACH SAMPLE, AND RECOMMENDATIONS FOR SOIL PREPARATION AND BACKFILL MIX. THIS REPORT SHALL BE FURNISHED TO THE OWNER AND OWNER'S REPRESENTATIVE FOR REVIEW PRIOR TO IMPLEMENTATION. TWO SAMPLES SHALL BE TAKEN AT EACH LOCATION INDICATED ON THE PLANTING PLAN; ONE AT GROUND LEVEL TO 10" DEEP, THE OTHER AT 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY ONE QUART OF SOIL AND BE LABELED BY LOCATION AND DEPTH TO BE SENT TO THE LAB.

LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE:

UPON COMPLETION OF IRRIGATION AND PLANTING INSTALLATION, A CERTIFICATE OF COMPLETION

BY LICENSED LANDSCAPE ARCHITECT OR CONTRACTOR AND AN IRRIGATION AUDIT REPORT BY

CERTIFIED IRRIGATION AUDITOR MAY BE REQUIRED BY CITY OF MANHATTAN BEACH CONTRACTOR

SHALL PROVIDE LANDSCAPE IRRIGATION AUDIT REPORT CONDUCTED BY CERTIFIED IRRIGATION AUDITOR.

PROPERTY OWNER MAY BE REQUIRED TO SUBMIT AUDIT REPORT TO CITY OF MANHATTAN BEACH PERIODICALLY.

LANDSCAPING SHALL BE MAINTAINED BY THE DEVELOPER, ITS TENANT(S) OR THEIR CONTRACT MAINTENANCE COMPANY. LANDSCAPE SHALL BE IN AN ORDERLY AND HEALTHY CONDITION AT ANY TIME. A SCHEDULE FOR ON-GOING MAINTENANCE SHALL BE AVAILABLE ON SITE.

MAINTENANCE ITEMS INCLUDE BUT NOT LIMITED TO THE FOLLOWING; IRRIGATION:

MAINTAIN AND OPERATE IRRIGATION SYSTEM ON THE PROPERTY WHICH DOES NOT EXCEED MAXIMUM ANNUAL WATER ALLOWANCE (MAWA) - 15,784 GALLONS PER YEAR.

MAINTAIN THE IRRIGATION SYSTEM TO MEET OR EXCEED AN IRRIGATION EFFICIENCY NECESSARY TO MEET MAWA.

INSPECT SYSTEM MONTHLY. REPLACE BROKEN OR MALFUNCTIONING IRRIGATION SYSTEM

COMPONENTS WITH COMPONENTS EQUAL TO EXISTING COMPONENTS OR COMPONENTS WHICH

MEET OR EXCEED AN IRRIGATION EFFICIENCY NECESSARY TO MEET CURRENT WATER CONSERVATION ORDINANCE.

INSPECT SPRAY THROW PATTERN MONTHLY. MAKE ADJUSTMENTS AND/OR REPAIR WHERE OVER SPRAY AND/OR WATER RUN-OFF OR OBSTRUCTION BY PLANT GROWTH ARE OBSERVED. PRUNING PLANTS OR PLACEMENT MODIFICATION MAY BE REQUIRED.

INSPECT ALL FILTER BASKETS AT VALVES SEMI-ANNUALLY AND CLEAN AS NEEDED. REMOVE EXCESS DEBRIS AND WATER IN ALL VALVE BOXES. INSPECT PROPER CONTROLLER WIRE CONNECTION.

REPLACEMENT OF IRRIGATION EQUIPMENT COMPONENT SHALL BE EQUAL TO ORIGINAL

SPECIFICATION OR WITH COMPONENT WITH GREATER EFFICIENCY MET BY CURRENT WATER CONSERVATION ORDINANCE.

LANDSCAPE PLANTING
REMOVE LITTER AND WEEDS WEEKLY.

MULCH SEMI-ANNUALLY TO CITY REQUIRED DEPTH OF 3 INCHES.

REPLACE DEAD OR DAMAGED PLANTS IMMEDIATELY. THE REPLACEMENT PLANTING MATERIALS

SHALL BE THE SAME MATERIAL AS PLANT BEING REPLACED SO THAT THE REPLACED VEGETATION

DOES NOT RESULT IN MIXING HIGH OR MODERATE WATER USE PLANTS WITH LOW WATER USE PLANTS IN THE SAME HYDRO ZONE. IF THE SAME PLANT MATERIAL IS NO LONGER IN PRODUCTION, SIMILAR

PLANTS OF THE SAME SIZE AND WATER USE (SAME HYDRO ZONE) AS THE PLANTS BEING REMOVED

MAY BE USED UPON OWNER APPROVAL,

PROPERLY PRUNE TREES, SHRUBS AND GROUND COVER AS REQUIRED DEPENDING ON THE SPECIES AND PURPOSE. DO NOT TOP TREES. TREE PRUNING BY TREE MAINTENANCE COMPANY WITH ARBORIST ON STAFF IS HIGHLY RECOMMENDED.

FERTILIZE TREES, SHRUBS AND GROUND COVER AS RECOMMENDED PER SOILS MANAGEMENT RECOMMENDATION PER SOILS TEST.

SPECIFICATIONS
Conceptual Design & Planning Company, Mar 10, 2025 8:59am P:\25\25011 Manhattan Beach Parking Lot\Land\CDs\CD01- 24X36\ 25011- S.dwg MarcEscobar 1675 Scenic Drive, Suite 200
Costa Mesa, CA 92626
T: 949.399.0870
www.cdpcinc.com
conceptual design + planning company

GENERAL CONDITIONS
A. CONTRACT DOCUMENTS: Shall consist of specifications and its general conditions and the drawings. The intent of these documents is to include all labor, materials, and services necessary for the proper execution of the work. The documents are to be considered as one. Whatever is called for by any parts shall be as binding as if called for in all parts.

B. VERIFICATION: The Contractor shall verify measurements on the drawings before beginning work. In case of error or discrepancy in the drawings or specifications or in the work of others affecting his work, he shall notify the Owner's Representative immediately.

The Contractor shall be held responsible for any damages or loss due to his failure to observe these instructions.

C. MATERIALS, MACHINERY, EMPLOYEES: Except as otherwise noted, the Contractor shall provide and pay for all materials, labor, tools, and other items necessary and incidental to the
completion of his work.

D. SURVEYS, PERMITS, REGULATIONS: The Owner shall furnish an adequate survey of the property. The Contractor shall obtain and pay for all permits and comply with all laws and ordinances bearing on the operation or conduct of the work as drawn and specified. If the Contractor observes that a variance exists therewith he shall promptly notify the Owner's Representative in writing and any necessary changes shall be adjusted as
provided in the contract for changes in the work.

E. PROTECTION OF WORK, PROPERTY AND PERSON: The Contractor shall adequately protect the work, adjacent property, and the public, and shall be responsible for any damages or injury due to his actions.

F. CHANGES IN THE WORK: The Owner may order changes in the work, and the contract sum being adjusted accordingly. All such orders and adjustments plus claims by the Contractor for extras must be made in writing before executing the work involved.

G. CORRECTION OF WORK: The Co ntractor shall re-execute any work that falls to conform to the requirements of the contract and shall remedy defects due to faulty materials or
workmanship upon written notice from the Owner's
Representative for a period of ninety (90) days from the date of completion of the contract.

H. LANDSCAPE COORDINATOR STATUS: The Landscape Coordinator acts as the authorized representative of the Owner in
conjunction with the project manager, and has authority to accept or reject materials or workmanship and to make minor changes in the work not involving extra cost. He will also interpret the meaning of the contract documents and may stop the work if necessary to ensure its proper execution.

I. CLARIFICATION OF DRAWINGS BEFO RE BIDDING: After reviewing the drawings thoroughly it is the Contractor's responsibility to clarify with the Owner's Representative any questions the Contractor may have regarding the method of construction, quantities, or quality of materials included or called out. If the Contractor cannot contact the Owner's Representative, the Contractor must qualify his bid or accept the interpretation of the Owner's Representative on the questionable areas as they develop during construction.

J. SAMPLES: The Owner's Representative reserves the right to take and analyze samples of materials for conformity to
specifications at any time. The Contractor shall furnish samples upon request by the Owner's Representative. Rejected materials shall be immediately removed from the site and replaced at the Contractor's expense. The cost of testing materials not meeting specifications shall be paid by the Contractor.

K. PRE-CONSTRUCTION CONFERENCE: Schedule a pre-construction meeting with the Owner's Representative at least seven (7) days before beginning work. The purpose of this conference is to review any questions the Contractor may have regarding the work, administrative procedures during construction and project work schedule.

IRRIGATION SPECIFICATIONS
I. SCOPE OF WORK:

A. The Contractor shall provide all labor, tools, machinery, and processes necessary to install a complete irrigation system as shown on the drawings and/or specified herin. When completed the irrigation system shall be a 100% coverage system in total functioning manner.

II. GENERAL REQUIREMENTS:

A. VERIFICATION OF DIMENSIONS: All scaled dimensions are approximated. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions. Spacing of irrigation heads, locations of valves and backflow preventers, and proposed P.O.C. shall be as indicated on the drawings.

Any deviation from the plans must have the approval of the Owner's Representative.

B. VERIFICATION OF FINISH GRADE: The Contractor shall inspect the site and check all finish grades within the work area to ensure the proper soil coverage (as specified) of the irrigation system pipes.

C. WATER SUPPLY: The Contractor shall verify and be familiar with the source of water supply to the irrigation system as indicated on the drawings.

D. PERMITS AND FEES: The Contractor shall apply and pay for all necessary permits required in the pursuit of his work as required by the governing codes.

E. CARE OF EXISTING BUILDINGS AND STEPS: The Contractor shall be held responsible for the care and preservation of all existing buildings and structures on the property and adjacent premises and contiguous property. Any part of these properties injured, damaged or disturbed because of his work shall be repaired, replaced or cleared by the Contractor at his expense.

F. REVIEW OF DRAWINGS: It is the Contractor's responsibility to review irrigation drawings and note any areas he believes additional heads or valves are required prior to submitting a bid.

If no changes are submitted, the Contractor is responsible for full coverage of equipment as necessary at the Contractor's
expense.

G. GOVERNING REGULATION: All loca l, municipal and state laws, rules and regulations governing or relating to any portion of this work and hereby incorporated into and made part of these specifications, and their provisions shall be carried out by the Irrigation Contractor.

H. DIAGRAMMATIC DESIGN: The design is diagrammatic. All pipe, valves, etc., shown within paved areas are for design
clarifications only and shall be installed in planted areas where possible. Never install the backflow preventers in lawn area; always in shrub areas.

I. INSTALLATION: All irrigation materials shall be installed in accordance with the techniques and specifications set forth by each respective manufacturer. All pertinent descriptive literature issued by these manufacturers become a part of these
specifications after having been approved by the authorized Owner's Representative. Such installation practices shall be followed only if the directions of the irrigation drawings and specifications do not thoroughly and completely order the methods or techniques to be followed. Install all equipment and materials as shown per details.

J. SITE PROBLEMS: The Irrigation Contractor shall not willfully install the irrigation system as indicated on the drawings when it is obvious in the field that there are unknown obstructions, grade differences, and/or discrepancies in the area dimensions until such conditions are brought to the attention of the Owner's Representative.

III. MATERIALS:

A. Irrigation materials and equipment shall be of type, size and location as noted and indicated on the drawings. Landscape Contractor shall be responsible for submittal to the Landscape Architect for approval prior to installation; (5) copies of printed or a bound PDF of cut-sheets (product information sheets) of each specified materials and equipment prior to installation. Materials and equipment shall be new and in perfect condition, no deviations from the specifications shall be allowed unless approved by the Landscape Architect. If material specified in this Construction Document is to be substituted, submit the product information at this time.

IV. INSTALLATION:

A. EXCAVATION

1. The Contractor shall verify locations of all existing subsurface utilities (mechanical and electrical) prior
to excavation. Any utilities, A.C. paving, concrete
work, plant material, etc., destroyed or damaged
by any work under this contract shall be repaired or
replaced at the Contractor's expense.

2. Trenches for pipe shall be cut to required grade line at a true gradient to provide uniform support for the
length of the pipe.

3. Depth of trenches shall be sufficient to provide a
minimum cover above the top of the pipe as noted
on the drawings.

B. JOINING PIPE

1. The Contractor is responsible to be familiar with the methods of assembling, joining, and installing the
various types of pipes to be used. He will adhere in
strict accordance with the manufacturer's
recommended procedures.

2. PVC pipe shall not be threaded and all transition
from PVC to metal piping shall be by PVC male
threaded adaptor fittings.

C. BACKFLOW PREVENTER: The backflow prevention device
specified herein shall be verified with local plumbing and health codes. In the event of any conflict on the device or the installation methods, the Owner's Representative shall be notified PRIOR TO BID OPENING.

D. TESTS

1. All main lines and lateral lines which have glued
joints under paving in the system shall be capped
and pressure tested at 150 PSI.

2. Pressure shall be sustained in the lines for not less than four (4) hours. If leaks develop, the joints shall be replaced and the test repeated until the entire
system is watertight.

3. Test shall be observed and approved by the
Owner's Representative prior to backfill.

4. When the irrigation system has been completed
(and before planting has begun), the Contractor, in
the presence of the approved Owner's
Representative, shall test the coverage of water
afforded to the lawn and planting areas as
complete and adequate. The Contractor shall
furnish all materials and perform all work required
to correct any inadequacies of coverage.

5. The Contractor shall inform the approved Owner's
Representative of any deviations from the plan
required by wind, plantings, soils, or site conditions
that affect present irrigation coverage.

E. IRRIGATION HEAD INSTALLATION:

1. Shrub and ground cover spray heads adjacent to
curbs or walks shall be installed 12" away from the
curb or walk and the heads shall be pop-up models
as indicated on the drawings.

2. Shrub spray heads adjacent to building, fences, or
similar structures shall be installed 1" away from the
structure and the nozzle shall be 6" minimum above
finish grade. Shrub spray heads not near paving or
structures shall be set 8" above finish grade.

3. All irrigation heads are to have triple swing joints as detailed.

4. Install all irrigation heads per details.

F. IRRIGATION HEAD ADJUSTMENTS:

1. The Irrigation Contractor shall flush and adjust all irrigation heads for optimum performance and to
prevent overspray onto walks and buildings as
much as possible. This shall include selecting the
best degree of arc to fit existing site situations. This also includes using the appropriate radius reduction
equipment.

G. CLOSING OF UNINSPECTED WORK:

1. The Contractor shall not allow or cause any of his
work to be covered or enclosed until it has been
inspected, tested and approved by the authorized
Owner's Representative. Should any of his work be
enclosed or covered before such inspection and
test, he shall uncover the work at his own expense
and after it has been inspected, tested, and
approved, he shall make all repairs with like
materials necessary to restore all his work and that
of other Contractors to its original condition.

H. BACKFILLING:

1. Backfill shall not be pl aced until the installed
irrigation system has been inspected and approved
by the Owner's Representative.

2. Trenches shall be backfilled with a minimum of 4" of fine, granular materials to protect the pipe from the
clods or rocks. The remaining excavated dirt can
be used as backfill. The Contractor shall not place
detrimental subsoil or rocks in the top 6" of backfill.

3. If settlement occurs and adjustments in pipe,
valves, irrigation heads, or any other irrigation
device becomes necessary to bring the system to
proper working order, the Contractor shall, as a part
of his work under this contract, make all the
necessary adjustments without extra cost to the
Owner.

I. AUTOMATIC CONTROLLER VALVES:

1. A 120 volt electrical power outlet to the controller shall be provided by others. (Provided the
Landscape Contractor has not included the
electrical connection in his scope of work). The
Irrigation Contractor shall be responsible for making
the hookup from the outlet to the controller.

2. All wire from the controller to electric control valves shall be solid copper U.F. #14-600 volt direct burial.

Use white for common control wire, blue for lawn
systems, black for shrub systems and red for
moisture sensors wire. Install in common trench with
main line pipe where possible. Tape control wire at
10' O.C. to main line pipe. Provide minimum 18"
backfill cover, 36" under pavement.

3. Wire connections shall be made with "Scotch-Lok"
wire connector sealing packs #3576 or Spears
"Dri-splice" with sealant DS 300 or approved equal.

4. There shall be a control wire from each control
valve running to the controller, and each control
valve shall be connected to the common ground
wire.

5. All electrical work shall comply with the applicable codes.

6. Install all valves per details, and manufacturer's
recommendations.

J. MOISTURE SENSOR INSTALLATION (if applicable):

1. Installations and wiring are to be done by the
Contractor in compliance with installation and
operating instructions enclosed with the moisture
sensor and included with these special instructions.

2. The Contractor shall furnish 2-AWG-UF #14 (or larger) wires from the controller to the moisture sensor
control stations, locations shown on drawings.

Provide additional 10' expansion lead to each
station for finally locating of sensors. All sensors are to be wired in parallel (see wire color note above).

3. Ametek 6" extension boxes No. 10-170-003 covered
by Ametek green cover No. IVC-10-173-004, or
approved equal, shall be installed as detailed.

4. All wiring connections at valve locations shall be
water- proof.

5. One service unit will be purchased to properly
prepare and service the moisture sensor. The
service unit along with all printed operating
instructions are to furnished to the Owner by the
Contractor at final inspection.

6. Moisture Sensor operating and service instruction
and operations manual is to be placed in the
controller.

7. Special depth and placement information to
augment Moisture Sensor Installation and Operation
Instruction, is to be provided by the Specified
Manufacturer.

8. Installation must be inspected and accepted by
the Manufacturer's Representative.

V. DRAWINGS OF RECORD (AS-BUILTS):

A. GENERAL: The Contractor shall provide and keep up to date, in accordance with this section, a complete set of record "as-built" black line prints which shall be corrected daily and show every change from the original drawings and specifications and the exact "as-built" locations, sizes, depths and kinds of equipment.

Prints for this purpose may be obtained from the Owner. This set of drawings shall be kept on the site and shall be used only as a record set. These drawings shall also serve as work progress sheets and the Contractor shall make neat and legible notations thereon daily, as the work proceeds, showing the work as actually installed. These drawings shall be available at the times for inspection and shall be kept in a location designated by the Owner's Representative.

B. REQUIRED NOTATIONS:

1. The Contractor shall indicate, in red, installed
locations of the following items on plan and
dimension from two (2) permanent reference
points, such as building corners, back of curb, fire
hydrant, etc. or road intersections.
a. All valves: master, remote control,
quick coupler, ball and gate valves)
b. The routing of the irrigation mainlines
c. Water meter and backflow device,
connection to the existing water supply
d. Controller and sensors (rain, moisture
and flow sensors)
e. Booster pump

2. The drawing shall show approved substitutions of
sizes, materials, and manufacturer's name and
catalog number.

C. DELIVERY OF DRAWINGS OF RE CORD: On or before the date of final inspection, the Contractor shall deliver the corrected and complete field as-builts to the Owner's Representative. Delivery of these drawings will not relieve the Contractor of the responsibility of furnishing required information that may be omitted from the prints. Once the Owner's Representative has reviewed the field As-builts and contractor has made the required corrections, Contractor shall prepare final "As-built" drawings in a neat and professional manner. Submit to Owner's Representative / landscape Architect for approval prior to preparation of controller charts.

D. CONTROLLER CHARTS:

1. As-built drawings shall be received and approved
by the Owner's Representative prior to preparing
controller charts.

2. Provide one controller chart for each controller
supplied.

3. The chart shall be drawn on a reduced drawing of
the actual as-built system to fit to 11"x17" sheet
format, using a different color to indicate the area
of coverage for each station.
4 When the chart is completed and approved by the
Owner's Representative, it shall be hermetically
sealed and placed in the controller box.

VI. CLEAN UP:

A. SCOPE AND FREQUENCY: After installation operations have been completed, remove all trash, excess soil and rubbish from property. All scars, ruts, or other marks in the area caused by this work shall be repaired and the ground left in a neat and orderly condition throughout the site. The Contractor shall pick up all trash resulting from his work no less than each Friday before leaving the site, once a week and/or the last working day of each week. All trash shall be removed completely from the site.

VII. GUARANTEE:

A. SCOPE: The entire irrigation system shall be guaranteed by the Contractor as to materials and workmanship, including settling of backfill areas below grade for a period of one (1) year following the date of final acceptance of the work. If, within one (1) year from date of completion, settling occurs, and
adjustments in pipes, valves, and irrigation heads, sod, irrigation devices, or paving is necessary to bring the system, sod or paving to the proper level of the permanent grades, the Contractor, as part of the work under this contract, shall make all adjustments without extra cost to the Owner, including the complete restoration of all damaged planting, paving or other improvements of any kind.

B. RESPONSIBILITY: Should any diff iculties in connection with the operation of the irrigation system occur within the specified guarantee period--which is in the opinion of the Owner's Representative due to inferior material and/or workmanship --said difficulties shall be immediately corrected by the Contractor to the satisfaction of the Owner's Representative at no additional cost to the Owner; including any and all other damage caused by such defects.

C. INSTRUCTIONS: After the irrigati on system has been completed and the connections made, the Contractor shall instruct the Owner, or his representative, in the operation and maintenance of the system.

PLANTING SPECIFICATIONS
I. SCOPE OF WORK:

A. Furnish all labor, materials an d equipment necessary to provide and install plant materials as shown on the drawings or as specified herein.

B. Work included in this section (i tems included but not limited to):

1. Grade, including mounding, molding and shaping
surface of all planting areas as indicated including
the removal of existing vegetation unless otherwise
specified.

2. Prepare and till soil in planting areas including
furnishing of all amendments as specified. Note
that amendments indicated on the drawings
(unless otherwise specified) are for bid purposes
only. Actual soil amendments will be based on the
soils test results.

3. Furnish and plant all plant materials as indicated in the drawings and specifications.

4. Perform all pruning as required.

5. Stake and tie all plant materials as specified

6. Provide for the maintenance of the planting until
acceptance of the job by the Owner's
Representative

7. Dispose of all debris and surplus materials

8. Clean-up

9. Guarantee

10. Maintenance
II. VERIFICATION OF SITE CONDITIONS:

A. EXCAVATION: The Contractor sha ll verify exact locations of all existing sub-surface utilities (mechanical and electrical) prior to excavation. Any utilities, A.C. paving, concrete work, etc., destroyed or damaged by any work under this contract shall be repaired or replaced at the Contractor's expense.

B. SUB-SURFACE DRAINAGE OR SOIL CONDITIONS: Should sub- surface drainage or soil conditions be encountered which would be detrimental to growth or survival of plant material, the Contractor shall notify the Owner's Representative in writing, stating the conditions and submit a proposal covering cost of correction. If the Contractor fails to notify the Owner's Representative of such conditions, he shall be responsible for plant material under the guarantee clause of the specifications.

C. DIMENSIONS: All scaled dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities, and shall immediately inform the Owner's Representative of any discrepancies
between the information on the drawings and the actual
conditions, refraining from doing any work in said areas until given approval to do so by the Owner's Representative.

III.MATERIALS:

Landscape materials and equipment shall be of type, size and location as noted and indicated on the drawings. Landscape Contractor shall be responsible for submittal to the Landscape Architect for approval; (5) copies of printed or a bound PDF of all materials and equipment specified, and 1 quart bag of physical sample of mulch and soil amendment. Materials are to be new and in perfect condition, no deviations from the specifications shall be allowed unless approved by the Landscape Architect. If material specified in this Construction Document is to be substituted, submit the product information at this time.

A. SOIL AMENDMENTS:
1, Nitrogen stabilized wood shavings shall be 100%
nitrogen stabilized (5% by dry weight) and free of
shaving particles larger than 1/4" passing through a
100 mesh screen.

2. Soil sulfur shall be standard commercial grade.

3. Humus, "Gro-Power" 5-3-1 shall be manufactured
by Southern California Organic Fertilizer Company,
Glendale, CA (213) 245-6849 or (714) 750-3830.

4. Bone meal 2-22-0 shall be manufactured by
Kellogg Supply, Wilmington, CA.
5 Azalea organic planter mix #103 shall be
manufactured by Bandini Fertilizer.

6. Ph Acidall shall be manufactured by Kellogg
Supply, Wilmington, CA.

7. Par - 5 shall be manufactured by Kaibab Forest
Products.

8. Commercial fertilizer sh all be Best Products or
approved equal.

B. TOP SOIL

1. Topsoil consists of a fert ile, friable natural loam of uniform quality, free from subsoil, stiff clay, hard
clods, hard pan, sod, partially disintegrated debris,
or other undesirable materials.

2. Topsoil shall not contain obnoxious weeds, such as
morning glory, sorel, oxalis, spurge, annual poa, nut
grass or bermuda grass.

C. PLANT MATERIALS:

1. Plant names in the Plant List conform to
"Standardized Plant Names" by American Joint
Committee of Horticultural Nomenclature, except in
cases not covered therein. In these instances the
established custom of the nursery trade shall be
followed.

2. Plants shall be sound, healthy, vigorous, free from
disease and weeds, insect pests or their eggs and
shall have healthy, normal root systems, well filling
their container, but not to the point of being root
bound.

3. Plants shall not be pruned prior to delivery except as authorized by the Owner's Representative. In no
case shall trees be topped.

4. All plant materials shall be subject to approval of
size, health, quality, character, etc., by the Owner's
Representative.

5. The height and spread of all plant materials shall be measured with branches in their normal position.
6 The caliper of all trees shall be measured 4' above
the surface of the ground.

7. Where caliper or other dimensions of any plant
materials are omitted from the plant list, it shall be
understood that these plant materials shall be
normal stock for the type listed.

8. Plant material shall be symmetrical, typical for
variety and species, and shall conform to
measurements specified in the Plant List/Legend.

9. Plant material larger than those specified may be
supplied if complying in all other respects and at no
additional cost to the Owner, upon approval of the
Owner's Representative.

10. All plant materials must have been previously
inspected at the nursery by the County Horticultural
Department and shall be subject to acceptance as
to quality by the Owner's Representative.

11. Substitutions will be permi tted only as indicated, or if proof is submitted that any plant specified is not
available, a proposal will be considered for the use
of the nearest equivalent size or variety with an
equitable adjustment of the contract price.

12. Quantities shown on the call outs on the Planting
Plan are for the convenience of the Contractor
only. Quantities drawn on the plan (whether by
circles, dots or triangles) are the final authority
and shall be furnished and installed as drawn.

The Owner's Representative shall have the final
authority as to location of all plant material.

Conceptual Design & Planning Company, Mar 10, 2025 9:00am P:\25\25011 Manhattan Beach Parking Lot\Land\CDs\CD01- 24X36\ 25011- S.dwg MarcEscobar D. SEED MATERIALS:

1. Seed shall be clean, fresh, new crop seed and
shall be the mixture as noted on the Planting
Plan.

2. Seed shall be mixed by the dealer and furnished
with the dealer's guarantee statement of
composition and percentage of purity which
shall be furnished to the Owner's Representative.

Seed tags shall be delivered to the Owner's
Representative at the time of installation.

E. STAKES: All stakes shall be per details.

IV. OBSTRUCTIONS BELOW GROUND:

A. CONTRACTOR'S RESPONSIBILITY: the Contractor is responsible for verifying the location of all utility lines and other underground obstructions so that proper precautions may be taken not to disturb or damage such improvements. In the event of a conflict between such lines and plant locations, the Contractor shall promptly notify the Owner's
Representative, who shall arrange for the relocation of one or the other. Failing to follow this procedure, the Contractor shall at his own expense make any and all repairs for damages resulting from his work.

V. FINISH GRADING:

A. TILLING: Till all planting areas as specified herein.

B. UNIFORM GRADE: After tilling, all areas shall be brought to uniform grade by floating or hand raking.

C. GRADE RELATIONSHIPS: Finish grade of planting areas after application of soil amendments shall be 1" below top of concrete walks and curb grades and 6" below finish floor of building or as noted by spot elevations.

D. SLOPE FROM BUILDINGS: soil areas adjacent to buildings shall slope away from the building at 2% minimum for 10 feet and shall continue to slope at a minimum of 1% until water drains to street or storm system.

E. ROCKS OR CLODS: No rocks or clods over 3/4" in diameter shall be on top of prepared planting beds.

VI. WEED CONTROL:

A. KILLING WEEDS: Contractor shall germinate and destroy existing weed seeds before preparing areas for planting.

Sufficient water shall be applied to cause weed seed to sprout. Young weeds shall then be destroyed and removed before they have opportunity to set seed.

B. ADDITIONAL REQUIREMENTS: For additional weed killing refer to Planting Notes on the Planting Plan.

VII. SOIL PREPARATION:

A. IMPORT SOIL REPORT: Should import soil be placed in planting areas, Contractor shall have import soils tested by an
approved California Association of Agricultural Laboratories member and submit to the Owner and Owner's
Representative for approval prior to placing the soil on site.

The report shall also have soil amendment recommendations.

B. SITE SOIL REPORT: Prior to starting soil preparation the Contractor shall have site soils tested by an approved
California Association of Agricultural Laboratories member and submit to the Owner and Owner's Representative prior beginning of landscape work. Follow the Surface Soil
Preparation recommendations for all planting areas and Tree and Shrub Backfill Mix recommendations for tree and shrub planting.

C. COMPACTED AREAS: Soil areas that are compacted to more than 90% during site preparation shall be ripped to a
minimum of 12" prior to beginning soil preparation.

D. METHOD OF MIXING: If the slope is under 2 to 1, the soil preparation materials should be broadcast uniformly over all landscape areas and worked to a depth of 6" by rototiller or other acceptable mechanical means to obtain a uniform
blend in the soil. If the slope is greater than 2 to 1, the amendments shall be hydraulically applied for areas over 1000 square feet and raked in for small areas. For the soil amendment bid mix refer to the Planting Notes on the
Planting Plan.

E. EXTRANEOUS MATERIALS: In ad dition to the work specified above, the Contractor shall remove all extraneous materials that are exposed on the surface and grade to facilitate run-off of surface water.

F. DELIVERY SLIPS: Supply delivery slips from the supplier for the soil amendments to the site and empty bags for fertilizer to the Superintendent of the job and the Owner's Representative at first field review. Bulk loads of soil amendments from the Contractor's yard will not be accepted.

VIII. SHRUB AND TREE PLANTING
A. CORRELATION: Trees and shrubs sh all not be planted until all operations in conjunction with the installation of the irrigation system have been completed, final grades have been
established, and the planting beds properly prepared by cultivation and fertilization as covered in these specifications.

B. PLANTING TIME: No planting sh all take place during extremely hot, dry, windy or freezing weather.

C. LOCATIONS: Relative positions of all plants and trees are subject to approval of the Owner's Representative and they shall, if necessary, may be relocated at his direction as part of this contract. Trees shall normally be located a minimum of 5' from buildings, site amenities and walkways.

D. DISTRIBUTION: No more plants shall be distributed about the landscape area than can be planted and watered on the
same day.

E. CONTAINER REMOVAL: Plant containers shall be removed when planting the plants. Container may be split on both sides, however, without use of axe or spade. All containers shall be removed from the site.

F. PLANTING PITS: Excavate all tree and shrub pits at least twice the rootball diameter. Pit depth shall be the same as the height of the rootball with a minimum of 6" additional depth at perimeter of plant pit. For planting in clay soil, see applicable details. Roughen sides and bottom of pit prior to placing the rootball; see details. Perform percolation test prior to tree planting per Planting Notes. Install drain sump pipe if soil fails percolation test per tree planting detail.

G. PLACING: Plants shall be placed and held during backfill in an upright position in the center of the pit. Plants shall be held at, or slightly above nursery level. The earth ball shall be kept intact. Any exposed roots shall be spread out. Injured roots shall be pruned.

H. BACKFILL: Contractor shall re fer to Soils Report for final recommendations. (For bidding purposes only), Plant pit backfilling soil shall consist of 1 part nitrogen stabilized wood shavings to 2 parts topsoil. Materials shall be thoroughly mixed before placement. In addition to backfill,
commercial fertilizer 20-10-5 Agriform 21-gram tablets shall be added to plant pits at the following rates:
1 tablet per 1 gallon container
2 tablets 5 gallon container
3 tablets per 15 gallon container
4 tablets per 24" box
5 tablets per 30" box
6 tablets per 36" box
7 tablets per 42" box
8 tablets per 48" box and those box sizes which are
larger
No paks to be used for seasonal color areas.

See Section XI below.

I. WATERING: When the pit has been backfilled to three quarters of its depth water shall be poured about the roots. Air pockets shall be eliminated and backfill continued until the backfill is brought to grade level.

J. COMPACTING: Backfill shall not be compacted around the roots or ball of the plant during or after planting. The backfill on which the plant ball rests shall be lightly compacted.

K. SETTLEMENT: Plants which settle sh all be raised to the required level or replaced at the option of the Contractor. Raised plants which fail to grow shall be replaced.

L. STAKING: Stakes shall be driven to sufficient depth to hold the tree rigid. Trees shall be supported by at least two ties (see details).

M. PRUNING: Pruning shall be done only as directed by the Owner's Representative, and shall comply with ANSI A300 Standard Practices for Trees, Shrubs and Other Woody Plant Maintenance. In no instance shall topping, flush pruning cuts or other damaging actions be acceptable; any final cuts for removal of a lateral branch shall be made close to the trunk or parent limb, but without cutting into the branch bark ridge, collar, or leaving a stub.

N. PLANTING BEDS: Planting beds shall be edged and cultivated to the line separating areas as shown. Beds shall be brought to a smooth even surface conforming to established grades after full settlement has occurred.

IX. GROUND COVER AREAS:

A. REFERENCE: Refer to Paragraph V, VI, VII, for finish grading, weed control, and soil preparation.

B. SOIL PREPARATION: Amend the site soil in all planting areas per Surface Soil Preparation section of the Agricultural Soils Report as specified on the planting notes.

C. GRADING: Areas shall be raked and floated smooth to
provide a true and uniform surface.

D. PLANT PITS AND FERTILIZER: Planti ng pits for ground cover shall be 4" x 4" or adequate to accept plant material from flats or 4" pots without crushing or deforming the rootball. Place a 20-10-5 Agriform 5 gram fertilizer tablet in each individual ground cover pit.

E. SPACING: Plant according to spacing and in areas indicated on the drawings. Soil shall be firmly tamped around each plant, and the excess soil removed from the crown.

F. WATERING: Each section of ground cover shall be
immediately watered upon completion of planting, and
thereafter as required.

G. SPACING FROM EDGE: The first row of ground cover should be placed at the half distance of the plant size shown on plan from the edge of planting area and triangle-spaced.

X. SEASONAL COLOR (IF APPLICABLE):

A. REFERENCE: Refer to Paragraph V, VI, VII, for finish grading, weed control, and soil preparation.

B. SOIL PREPARATION: Prepare the soil as per these specifications and the Planting Notes on the Planting Plan.

C. GRADING: Areas shall be raked and floated smooth to
provide a true and uniform surface.

D. QUALITY OF PLANTS: Plants sh all be healthy annual plant material in bloom in the size indicated on the drawings.

E. PLANT PITS AND FERTILIZER: Ea ch plant pit for seasonal color shall be 6" x 6", or adequate to accept material in the required size, with one teaspoon of bone meal mixed into the backfill mix (shrub backfill mix should be used, but without the Agriform plant tablets).

F. SPACING: Plant at spacing and in areas indicated on the drawings. Soil shall be firmly tamped around each plant, and the excess soil removed from the crown.

G. WATERING: Each section of seasonal color shall be
immediately watered upon completion of planting, and
watered thereafter as required.

H. SPACING FROM EDGE: the first row of seasonal color should always be within 6" of the edge of the planting area.

XI. SOD LAWN MATERIALS AND PLANTING (IF APPLICABLE):

A. REFERENCE: Refer to Paragraph V, VI, VII, for finish grading, weed control, and soil preparation.

B. PREPARATION: Sod area prior to planting shall be rolled lightly and watered to a depth of 6" the day prior to planting. If any air pockets are found, the area shall be regraded as
necessary. Lightly water the area to be planted just prior to planting.

C. QUALITY: Sod shall be #1 Grade, machine cut at uniform thickness of 5/8" excluding top growth and thatch, weed free and shall be no less than eight months nor more than sixteen months old.

D. TIMING: Installation shall take place within 24 hours after harvesting.

E. INSTALLATION: Sod shall be la id in a staggered pattern, with tight joints and in the same direction each time. On all slopes greater than 3:1, sod shall be installed from the bottom up and the newly installed sod should be protected by walking on boards as installer moves upward. On such slopes, pin the sod down with wooden pegs. No metal staples will be
allowed. No sod of less than 18" in length will be allowed.

F. JOINTS: Adjoin the sections of sod firmly together. If air spaces occur between sections of sod they must be filled with sand or the sod relaid.

G. ROLLING: Roll sod with an adequately weighted roller to smooth out the sod bed.

H. PROTECTION OF EDGES: Regrade to protect the edges from drying if mowing edge is not used.

I. WATERING: After installation sod must be kept thoroughly watered to a depth of 6". No foot traffic shall be allowed for 2 to 3 weeks from the date of installation.

J. INSPECTION BY SUPPLIER: If there are any questions regarding the quality of sod installation a representative of the supplier shall be requested to inspect the installation and the
Contractor shall call out the supplier's representative.

XII. SEED LAWN PLANTING (IF APPLICABLE):

A. REFERENCE: Refer to Paragraph V, VI, VII, for finish grading, weed control, and soil preparation.

B. PREPARATION: Cultivate to a depth of 2" below finish grade, remove stones, foreign growth of any kind and extraneous matter, and grade to remove ridges and depressions so that areas after settlement will conform to the finish grade. Roll and rake lightly until the surface is smooth, friable and of uniform fine texture.

C. SOWING: Sow lawn seed in the area designated on the
drawings at the rate as designated on the Planting Plans. Sow the lawn in two directions.

D. TOP DRESSING: Rake lightly, spread 1/4" of Par-5 top dressing with a mechanical spreader, roll with a 200 lbs. roller and water with a fine spray.

XIII. HYDROSEEDING SPECIFICATIONS (IF APPLICABLE):

A. GENERAL: The hydromulch shall be applied in the form of a slurry consisting of wood cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulically sprayed on the soil surface, the hydromulching shall form a blotter like ground cover impregnated uniformly with seed and fertilizer and shall allow the absorption of moisture and rainfall to percolate to the underlying soil.

B. EQUIPMENT: Hydraulic equipment used for the application of the fertilizer, seed, and slurry of prepared wood pulp shall be of the "super hydro-seeder" type as approved by the Owner's Representative.

C. APPLICATION: The operator shall spray the area with a uniform visible coat by using the green color of the wood pulp as a guide. The slurry shall be applied in a sweeping motion in a arched stream so as to fall like rain allowing the wood fibers to build on each other until a good coat is achieved and the material is spread at the required rate per acre.

D. TIME LIMIT: All slurr y mixture which has not been applied within four hours after mixing will be rejected and removed from the project at the Contractor's expense.

E. PROTECTION: Special care should be exercised by the
Contractor in preventing any of the slurry being sprayed inside any reservoir basin or onto drainage ditches and channels which may impede the free flow of rain or irrigation water.

Any slurry spilled into restricted areas shall be cleaned up at the Contractor's expense to the satisfaction of the Owner or Owner's Representative.

F. MAINTENANCE AND IRRIGATION: Once the slurry mulch has been applied and allowed to set for one day, the slope shall then be irrigated. There is no set irrigation requirements in gallons per minute. Duration of time and number of gallons to be applied will vary from day to day and system to system depending on the rate of growth and climatic conditions encountered. As a rule of thumb, the soil surface must be kept moist at all times, particularly during the seeding germination period (approximately 30 days).

G. RESEEDING: All bare spots shall be reseeded (sodded, if hydroseed is turf mix), by the Contractor within 45 days providing the lack of cover growth or mulch is not due to inadequate irrigation or erosion caused by excessive watering by the Owner.

XV. REPLACEMENTS:

A. GENERAL: The Contractor shal l immediately replace any and all materials which for any reason die or are damaged while under the Contractor's care. Replacements shall be made with plant of like kind and size in the same manner as
specified for the original planting (see guarantee "XVII-D" for definition of death and replacement).

XVI. CLEAN-UP:

A. GENERAL: After all installation operations have been completed, all trash, excess soil, empty plant containers and rubbish shall be removed from the property. All scars, ruts or other marks in the area caused by this work shall be repaired and the ground left in a neat and orderly condition
throughout the site. Contractor shall pick up all trash resulting from this work no less than each Friday before leaving the site, once a week and/or the last working day each week. All trash shall be removed completely from the site.

B. TOP SOIL: Excess topsoil shal l be removed from the site.

C. NEATNESS: Leave the sidewalks and street in a neat and clean condition at the end of each working day.

D. REMOVAL OF TAGS: Remove al l tags, labels, nursery stakes and ties from all plants unless otherwise directed, and only at the end of all installations.

XVII. PROTECTION:

A. GENERAL: At all times during construction, adequate
protection shall be provided for all areas against damage of any kind, until final acceptance by the Owner's
Representative.

B. RESPONSIBILITY: the Contractor shall be held responsible for the care and preservation of all existing buildings and structures on the property and adjacent premises. Any part of them injured, damaged of disturbed because of his work
shall be repaired, replaced or cleaned by the Contractor at his expense.

XVIII. GUARANTEE:

A. SHRUBS: All shrubs shall be guaranteed as to growth and health for a period of ninety (90) days after completion of the specified maintenance period and/or final acceptance by the Owner or Owner's Representative.

B. TREES: Trees shall be guaranteed to live and grow in an acceptable upright position for one (1) year after the
specified maintenance period and/or final acceptance by the Owner or Owner's Representative. The Owner must provide adequate maintenance to ensure the extended guarantee
on trees.

C. DEFINITION OF DEATH: Plants which die or lose more than 30% of their original leaves shall be replaced.

D. REPLACEMENT: The Contractor, within seven (7) days of written notification by the Owner or Owner's Representative, shall remove and replace all guaranteed plant materials which for any reason fail to meet the requirements of this guarantee.

Replacement shall be made with plant material as indicated or specified from the original planting and all such
replacement materials shall be guaranteed as specified for the original guaranteed material.

XIX. MAINTENANCE:

A. SCOPE: After all work indicated on the drawings or herein specified has been completed, inspected, and approved by the Owner or Owner's Representative, the Contractor shall maintain all planted areas by means of continuous watering (including monitoring and adjusting irrigation schedule), weeding, rolling, mowing, pest control, reseeding, edging and/or any other operations necessary for their care and upkeep for a period of not less than ninety (90) days. At the end of the maintenance period, all plant materials shall be in a healthy, growing condition.

B. WEED CONTROL: All planted areas shall be kept free of debris and shall be weeded at not more that seven (7) day
intervals. Areas that do not have a pre-emergent weed killer shall also be cultivated at not more that seven (7) day intervals.

C. FERTILIZING: All planted area s shall receive a fertilizer as required per soils report recommendations. For bid purposes only, application rate shall be 20 pounds per 1,000 square feet of Gro-Power 45 days following the beginning of
maintenance. Water in thoroughly after application.

D. CONDITION OF SITE: During the maintenance period, keep the project neat and free from debris at all times. Obtain the Owner's approval for on-site storage of equipment or
maintenance materials.

E. PEST MANAGEMENT; Maintain surv eillance for pests to minimize damage to plants and irrigation equipment. Eliminate pests by certified pest control professionals who priortize
non-chemical, biological, cultural or physical control
methods to minimize health, environmental and financial risks.

XX. FINAL CONSTRUCTION AND FINAL MAINTENANCE INSPECTION:

A. FINAL CONSTRUCTION INSPECTION:

When all landscape improvements have been installed in
accordance with the plans and specifications, the
Contractor shall notify the Owner's Representative and
request a "Final Construction" inspection. If the Owner's Representative determines the work to be substantially
complete and in conformance with plans and specifications, the Contractor will be advised that the basic ninety (90) day maintenance period is started.

1. In order to be substantially complete, at least the
following must have been finished.
a. All fine grading, including
elimination of low points that hold
standing water (exclude bio
retention areas after rain) and water
run-off onto non-permeable
surfaces.
b. A complete and operable irrigation
system.
c. Installation of all plant materials.
d. Seeding of all seeded areas.

2. Minor pick-up items may be completed during
the basic maintenance period. These items will
be determined as Minor solely by the Owner's
Representative.

B. FINAL MAINTENANCE INSPECTION: At the end of the
maintenance period and when the ground cover and turf
have established and all pick-up items have been
completed, the Contractor shall request a final maintenance inspection. The Contractor will be advised by the Owner's Representative at the final inspection that work is or is not satisfactory.

1. If the work is satisfactory, the basic maintenance
period will end on the date of the final inspection
as directed by the Owner's Representative.

2. If the work is unsatisfactory the basic
maintenance period will continue at no
additional expense to the Owner until the work
has been completed, inspected, and approved
by the Owner's Representative.

C. FAILURE TO PASS INSPECTION: If the work fails to pass final inspection, any subsequent inspections must be rescheduled as per above, and will be charged to the Contractor at the prevailing hourly rate of the Owner's Representative.

DECOMPOSED GRANITE
I. MATERIAL:

A. GRADATION: As determined by ASTM C 136 methodology.

Sieve Size Percent Passing
1/2" 100
3/8" 90-100
No. 4 50-100
No. 30 25-55
No. 100 10-20
No. 200 5-18
B. SAND EQUIVALENT: As determined by ASTM D 2419
methodology shall have a minimum of 30. Sand equivalent shall be a maximum of 60 for vehicular use areas.

C. R-VALUE: As determined by ASTM D 2488 methodology shall be a minimum of 73 for vehicular use areas.

II. STABILIZER (IF APPLICABLE):

A. PEDESTRIAN PATHWAYS & VEHICU LAR USE: Stabilizing organic binder Natracil produced by Gail Materials or equal. The binder shall be incorporated with the granite fines by the use of a pug mill that included a weight belt feeder that insures the proper ratio of binder to granite fines. Blending with the use of a bucket loader or similar is not acceptable. For pathways the binder shall be blended at the rate of 12 lbs. per ton of granite fines. For vehicular use the binder shall be blended at the rate of 14 lbs. per ton of granite fines.

B. EQUESTRIAN TRAILS & SLOPES 3:1 OR GREATER: Stabilizing organic binder Organic-lock produced by Gail Materials or equal. The binder shall be incorporated with the granite fines by the use of a pug mill that included a weight belt feeder that insures the proper ratio of binder to granite fines. Blending with the use of a bucket loader or similar is not acceptable.

For pathways the binder shall be blended at the rate of 12 lbs. per ton of granite fines. For vehicular use the binder shall be blended at the rate of 14 lbs. per ton of granite fines.

III. INSTALLATION:

A. DEPTH: For pathways, decomposed granite shall be placed to a minimum depth of 3.5" mechanically compacted. For
vehicular use, decomposed granite shall be placed to a
minimum depth of 4" mechanically compacted. For planting area as landscape mulch, use decomposed granite without binder. Decomposed granite shall be placed to at depth of 2", moderately compacted.

B. STABILIZER WATERING: Evenly sp read material in 2" lifts and grade smooth. Thoroughly water entire area so that the entire depth of the material is moist. After a period of 6 hours, compact the final lift with a mechanical compactor. Allow for a sufficient curing period of 4 days prior to use.

SPECIFICATIONS
1675 Scenic Drive, Suite 200
Costa Mesa, CA 92626
T: 949.399.0870
www.cdpcinc.com
conceptual design + planning company

Manhattan Beach City CouncilApril 15, 2025

Manhattan Beach City Council
April 15, 2025