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REVISIONS
REV. DATE BY DESCRIPTION APP'VD
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DEPARTMENT OF PUBLIC WORKS
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PROJECT AREA
VICINITY MAP
N. T.S.
APPROVED: ____ ~~~~~~~---
DIRECTOR OF PUBLIC WORKS DATE
REFERENCES
ORAi'm BY: TT 06-08-06
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PROJECT AREA
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LOCATION MAP
N. T.S.
PERVISlON_Of
EXP. DATE:
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SHEET INDEX
SHEET DESCRIPTION NO.
1 PROJECT TITLE SHEET
2 NOTES AND DETAILS
3 . PRECISE GRADING AND PAVING PLAN
4 LANDSCAPE PLANTING PLAN
5 LANDSCAPE DETAILS
6 IRRIGATION PLAN
6 ELECTRICAL-GENERAL NOTES, FIXTURE SCHEDULE, SYMBOL LIST, ELECTRICAL SPECS.
7 ELECTRICAL SITE PLAN
8 SINGLE LINE DIAGRAM, DETAILS, PANEL SCHEDULE
FILEJJAME
TITLE SHEET
DESIGNED BY: 1T 06-08-06 CITY ..ENGINEER r-~~+--+------------~----~---+----ir-------------------------------------~~~~~--~~~ CHECKED BY: J8 06-08-05 R.C.E. NO.: EXP. DATE:
~zm CITY OF HUNTINGTON BEACH
... DEPARTMENT OF PUSWC WORKS
HOAG HEALTH CENTER
PARKING LOT IMPROVEMENTS
PREUMIN/-\RY NOT FOR CONSTRUCTIOr\ ,
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GENERAL NOTES:
1.· THE EXISTENCE AND LOCAllON OF ANY UNDERGROUND UllUTYPIPESOR STRUCTURES
SHOWN ON THESE PLANS ARE BASED ON A SEARCH OF THE AVAILABLE RECORDS. UTIUTY
SURFACE FEATURES ARE BASED ON FIElD OBSERVAllON. THE CONTRACTOR SHALL TAKE
DUE PRECAUllONARY MEASURES TO PROTECT ALL UTIUTY UNES, SHOWN OR NOT SHOWN
ON THESE PLANS.
2. PRIOR TO THE START OF CONSTRUCllON, THE CONTRACTOR MUST COMPLETE AND SUBMIT
TO THE AGENCY THE UNDERGROUND SERVICE ALERT IDENTIFICATION FORM WHICH HAS
BEEN PROVIDED IN THE PROJECT SPEClFlCA liONS.
3. ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE tl.GENCy'S STANDARD
PLANS, PROJECT PLANS, SPEClFlCA liONS, AND CONTRACT DOCI,1MENTS. THE CONTRACTOR
SHALL KEEP A COPY OF THIS INFORMATION ON THE JOB SITE.
4. A PRE-CONSTRUCllON MEETING SHAlL BE HELD A MINIMUM OF 48 HOURS PRIOR TO THE
COMMENCING OF WORK.
5. THE CONTRACTOR SHALL NOllFY THE AGENCy'S CONSTRUCllON MANAGER, ERIC
CHARLONNE, 0 (714) 536-5430, A MINIMUM OF 5 WORKING DAYS PRIOR TO THE START
OF CONSTRUCllON AND 48 HOURS IN ADVANCE FOR PROJECT INSPECllON. SURVEY
STAKING SHAlL BE PROVIDED BY THE CONTRACTOR.
6. PROJECT STATIONING REFERS TO THE CENTERUNE OF STREET.
7. STOCKPIUNG OF REMOVAL MATERIAL WILL NOT BE ALLOWED IN OR AROUND THE PROJECT
SITE.
8. A STANDARD ENCROACHMENT PERMIT ISSUED BY THE STATE OF CAUFORNIA DEPARTMENT
OF TRANSPORTAllON (CALTRANS) SHALL BE OBTAINED FOR THE WORK WITHIN THE
STATE'S RIGHT-OF-WAY ON BEACH BLVD. CONTRACTOR SHALL KEEP A SIGNED COPY OF,
AND ADHERE TO THE CONDIllONS THEREIN, THE ENCROACHMENT PERMIT ON THE .JOB SITE
DURING WORK HOURS.
NPDES GENERAL NOTES:
1. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCllON. SHALL BE RETAINED ON SITE USING
STRUCTURAL CONTROLS AS . REQUIRED BY THE STATEWIDE GENERAL CONSTRUCllON
STORMWATER PERMIT.
2. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT
FROM THE SITE TO STREETS, DRAINAGE FACIUllES OR ADJACENT PROPERllES VIA
RUNOFF, VEHICLE TRACKING, OR WIND AS REQUIRED BY THE STATEWIDE GENERAL
CONSTRUCllON STORMWATER PERMIT.
3. APPROPRIATE BMPS FOR CONSTRUCllON-RELATED MATERIALS, WASTES, SPILLS OR
RESIDUES SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS,
DRAINAGE FAClUllES, OR ADJOINING PROPERTY BY WIND OR RUNOFF AS REQUIRED BY
THE STATEWIDE GENERAL CONSTRUCllON STORMWATER PERMIT.
4. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT
CONSTRUCllON SITES AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR TO THE
LOCAL STORM DRAIN SYSTEM.
5. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE
. AWARE OF THE REQUIRED BEST MANAGEMENT PRACllCES AND GOOD HOUSEKEEPING
MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.
6. AT THE END OF EACH DAY OF CONSTRUCllON ACTIVITY ALL CONSTRUCllON DEBRIS AND
WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE
BINS.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
24 In. Exterior
Dimension
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II
19 ft.
CENTER UNE PARKING
STAlL PER PLAN
18 In. Interior
Dimension
9~O~O~PA~R~K~IN~G~S~T~R~IP~IN~G~ ______ ~f1\
NOT TO SCALE ~
IMPORT SOIL SHALL BE A GRANULAR MATERIAL WITH LOW EXPANSION POTENTIAL AND SHAlL BE COMPACTED TO AT
LEAST 90%.
THE SUBGRADE OF THE DRIVEWAY AND PARKING AREAS SHALL BE SCARIFIED, BROUGHT TO OPllMUM MOISTURE
CONTENT, AND COMPACTED TO AT LEAST 90%. CALL FOR CITY INSPECllON PRIOR TO PLACING
CLASS 2 AGGREGATE BASE AND.CASllNG OF CONCRETE GUTllERS.
A SOIL COMPACllON REPORT SHAlL CERllFY COMPACllON WITHIN BUILDING AND PAVING AREAS.
THE ENGINEER, OR A UCENSED LAND SURVEYOR, SHALL CERTIFY UNE AND GRADE OF FINISH FLOOR FORMS.
THE SOILS ENGINEER SHALL CERllFY THAT ALL GRADING HAS BEEN COMPLETED PER THE SOILS REPORT PRIOR TO
FINAL RELEASE.
THE ENGINEER OR ARCHITECT OF RECORD SHALL CERTIFY THAT GRADES FOR ALL HARDSCAPE AND DRAINAGE
DEVICES HAVIE BEEN CONSTRUCTED PER APPROVED GRADING PLAN PRIOR TO FlNAL RELEASE.
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH APPROVED SOILS REPORT NOTED HEREIN.
STANDARD PLAN laO, SHEETS 1, 2, 3 AND 4 ARE INCORPORATED BY REFERENCE.
THE SOILS ENGINEER AND CIVIL ENGINEER SHALL NOT BE SUBSllTUTED WITHOUT PRIOR WRITTEN APPROVAL FROM
THE DIRECTOR OF PUBUC WORKS.
USE THE CITY OF HUNllNGTON BEACH MAINTENANCE WORK TRAFFIC CONTROL MANUAL, DECEMBER 1997 EDIllON
WHEN WORKING IN THE STREETS OR ALLEYS. THE CITY INSPECTOR SHALL APPROVE BARRICADING PRIOR TO ANY WORK.
CONSTRUCTION NOTES: QTY
CD PROTECT IN PLACE EXISTING CONCRETE CURB.
® CONSTRUCT CONCRETE CURB, SEE DETAIL 3 SHEET 2. o REMOVE EXISTING CONCRETE CURB o CONSTRUCT 6" THICK .CONCRETE DRIVEWAY, W=52'.
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NOTE:
FOR ADDmONAL INFORMATIOI1 NOT SHOWN HEREON SEE I>PWA STANDARD PlAN 151-1, S=3'.
~MO~D~I~FI~ED~P~A~R~KW~A~Y~D~R~AI~N ______ ~~
6"
1/4"R ___ r 3/4" R
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BATTER 3:12-.~ ~
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LEGEND:
CD PAVEMENT SECTION PER PlAN
® SIDEWALK RNISH o GUTIER TO MATCH EXISTING o GALVANIZED STEEL ANGLE
® ELEVAllON PER PlAN
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"\l8O.p 0 0 ~90.p ':!'aO',oo
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3.5"
9" ---... ~ .. \~
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LEGEND:
CD CURB FACE (CF) SHALL BE 6" UNLESS OTHERWISE INDICATED.
@ BAnER 1 1/2:12
@ PORT\AND CEMENT CONCRElE o ELEVATION PER PlAN UNLESs OTHERWISE INDICATED
LEGEND: ~~
CD
®
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ASPHALT CONCRETE PAVIEMENT
PRIME COAT
CRUSHED AGGREGATE BASE COMPACTED
TO 95% OF MAXIMUM DENSITY
COMPACTED SU8GRADE. SCARIFY TO THE DEPTH
INDICATED AND RECOMPACT TO 90% OF MAXIMUM DENSITY
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7. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDIllON THAT A STORM DOES
NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIALS OTHER
THAN STORMWATER (NON-STORMWATER DISCHARGES) ARE PROHIBITED EXCEPT AS
AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT OR THE STATEWIDE GENERAL
CONSTRUCllON STORMWA TER PERMIT.
® REMOVE EXISllNG CONCRETE SIDEWALK.
® SAWCUT AND JOIN EXISTING PAVEMENT.
® BASE MATERIAL TO BE SAM~ THICKNESS AS ADJOINING PAVEMENT.
@ TACK COAT WHERE CURB AElurs ASPHALT CONCRETE PAVEMENT.
(1) SIDEWALK WHERE OCCURS (t?REVENT BOND BETWEEN SIDEWALK AND C:JRB).
@ RNISH GRADE IN PLANTER AREAS TO BE 1 1/2" BELOW TOP OF CURB.
@ PAVEMENT SECTION PER PLAN.
.!:!A~S.!-P ~HA=L~T~C~O~N~C~R.!:::.ET..L!E==--!.P.L.A!..!V..!:::oE.!!.!Ml.!:::.E.!.:!.N..LT ---.-,0
8. POTENllAL POLLUTANTS INCLUDE, BUT ARE NOT UMITED TO: SaUD OR UQUID CHEMICAl.
SPILLS, WASTES FROM PAINTS, STAINS, SEALANTS, SOLVENTS, DETERGENTS, GLUES, UME,
PESllCIDE, HERBICIDE, FERllUZERS, WOOD PRESERVAllVES AND ASBESTOS FIBERS, PAINT
FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAUUC, RADIATOR
OR BAmRY FLUIDS; CONCRETE, AND RELATED CUTllNG OR CURING RESIDUES;
FLOATABLE WASTES; WASTES FROM ENGINE / EQUIPMENT STEAM CLEANING OR CHEMICAL
DEGREASlNG: WASTES FROM STREET CLEANING: AND SUPER-CHLORINATED POTABLE
WATER FROM UNE FLUSHINGS AND TESllNG.
9. DURING CONSTRUCllON, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED
AND CONTROLLED, TEMPORARY AREA ON-SITE AND PHYSICAlLY SEPARATED FROM
POTENllAL STORM WATER RUNOFF, WITH ULllMATE DISPOSAL IN ACCORDANCE WITH LOCAL,
STATE AND FEDERAL REQUIREMENTS.
o SAWCUT AND REMOVE EXlSllNG AC.
® CONSTRUCT 3.5" AC OVER 9" C~USH AGGREGATE BASE,
SEE DETAIL 4 SHEET 2.
® PROTECT IN PLACE EXISllNG CONCRETE CATCH BASIN.
@ PROTECT IN PLACE EXISllNG CONCRETE CURB AND GUTTER.
@ ADJUST EXISllNG VALVES, CLEAN OUTS AND YARD BOX TO FINISH GRADE.
@ PROTECT IN PLACE EXISllNG ELECTRICAL MANHOLE.
@ PROTECT IN PLACE EXISllNG CONCRETE V-GUTTER.
@ REMOVE EXISllNG TREE AND GRIND STUMP TO 24" BELOW TOP OF GRADE
@ PROTECT IN PLACE EXISllNG TREE.
LEGEND
~CO~N~C~R~E~TE~C~U~R~B ___________ ~
1/2" EXPANSION
JOINT RUER
TOP OF WAlL ~-"'1 __ __
1/2" CHAMFER -" f' "",
ON EXPOSED . "
SURFACE
~
JOINT DETAIL
6
NOTEI
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BATTER
4 1/2 : 12
1
2
10. DISCHARGING CONTAMINATED GROUNDWATER, PRODUCED BY DEWATERING GROUNDWATER
THAT HAS INFILTRATED INTO THE CONSTRUCllON SITE IS PROHIBITED. DISCHARGING OF
CONTAMINATED SOILS VIA SURFACE EROSION IS ALSO PROHIBITED. DISCHARGING
NON-CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACllVillES REQUIRES A
NATIONAL POLLUTANTS DISCHARGE EUMINAllON SYSTEM (NPDES) PERMIT FROM THE
RESPECllVE STATE REGIONAL WATER QUAUTY CONTROL BOARD.
@ CONTRUCT 12" WIDE CONCRETE STEP OFF.
@ REMOVE EXISTING TURF AREA.
<§) PROTECT IN PLACE EXISllNG FIRE HYDRANT
CONSTRUCT CEMENT CONCRETE SURFACING
4" THICK UNLESS OTHERWISE NOTED ON PlAN. ---I·~:· .'< 4'. ~ '. : I
EXPANSION JOINTS SHALL EXTEND lHROUGH lHE ENllRE HEIGHT OF
WAlL AND BE SPACm AT A MAXIMUM DISTANCE OF 40' OR
UNLESS OlHERWISE INDICATED. I '~, 'vi ,,,,,. I
SECTION
NOTICE TO THE CONTRACTOR
CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR JOB SITE
CONDIllONS DURING THE COURSE OF CONSTRUCllON OF THIS PROJECT, INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY
CONllNUOUSL Y AND NOT BE UMITED TO NORMAL WORKING HOURS: AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL UABIUTY, REAL OR ALLEGED, IN CONNECllON WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPllNG FOR UABIUTY ARISING FROM
THE SOLE NEGUGENCE OF THE Ov.1llER OR THE ENGINEER.
@ CONTRUCT CONCRETE GRAVITY WALL. SEE DETAIL 5 SHEET 2.
@ REMOVE EXISllNG CONCRETE WALL.
CONSTRUCT 3.5" THICK ClASS C2 AC. SURFACING OVER 9" THICK
CRUSHED MISCELlANEOUS BASE PER DETAIL ®--~ LEGENDI
CD ® ONE CUBIC FOOT OF NO. 3 ROCK IN A BURlAP SACK.
PORTLAND CEMENT CONCRETE. H-FT. W-FT.
GRADING GENERAL NOTES
1. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE CITY OF HUNllNGTON BEACH REQUIREMENTS.
2. CITY OF HUNllNGTON BEACH GRADING INSPECTOR IS TO BE NOllFlED 48 HOURS PRIOR TO ANY
GRADING AT THE DEPARTMENT OF PUBUC WORKS, (714) 536-5431.
3. DUST SHALL BE CONTROLLED BY WATERING.
® REMOVE EXISllNG CURB GUTTER AND DRIVEWAY APPROACH.
@ 90' PARKING STALL, SEE DETAIL 1 SHEET 2.
@ REMOVE EXISllNG CURB RAMP.
@ CONSTRUCT CONCRETE SIDEWALK, t=3" CONCRETE OVER 4" BASE.
@ CONSTRUCT MODIFlED PARKWAY DRAIN, SEE DETAIL 2 SHEET 2.
@ RELOCATE EXISllNG SIGN, LOCA liON TO BE DETERMINE IN FIELD.
@ PROPOSED YARD UGHT. SEE ELECTRICAL PLANS E-l AND E-2
@ 6" THICK, CONCRETE BANDING, SEE LANDSCAPING PLAN SHEET L-5.
GRADE CHANGE
RIDGE UNE
EXISTING GRADE ELEVATION -
RNISH (DESIGN) GRADE ELEVATION
ASPHALllC CONCRETE -
CEMENT CONCRETE ---
PlANTING AREA --
TOP OF CATCH BASIN ---
TOP OF CURB --
RNISH SURFACE -
FLOW UNE "---
DRIVEWAY
CRUSHEO MISCELlANEOUS BASE
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4. REMOVE ALL VEGETATION AND DEBRIS PRIOR TO ANY GRADING, INSPECTION IS REQUIRED. APPROVED: ____________________ ___
5. ALL WORK WITHIN THE PUBUC RIGHT-OF-WAY REQUIRES A SEPARATE ENCROACHMENT PERMIT. DIRECTOR OF PUBLIC WORKS
Underground Service Alert REVISIONS REFERENCES ~f~E~re rruR~~."D~A~~~B~y-r----------~D~E&R~IP=n~oo~----------'-~~P'VD~~------------------~~~~~~----------------~
'J/~v= .-"\0<> Call: TOLL FREE . «@~ -1-800-422-4133 .t--+---I--I------------I----I~--'------------------I
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DATE
R.C.E. ~ (j.: EXP. DATE:
~PRO~.o BY:
DRAWN BY; TT 06-08-06
TWO WORKING DAYS BEFORE YOU DIG r--t---1r--1r---------------~------~----+_----1~--------~-------------------------------------+~D~~~~m~BY~;~~TT~----~06~-O~~~06~ a~~QN~ CHECKED BY; JB 06-08-06 R.C.E. NO.: EXP. DATE:
~~ CITY OF I-ILNTINGTONBEAO-l
DI;:pARTtvENT OF PUl3UC WORKS
.... i' . PREUMII\l,l\PV NOT t:OR CONSTRUGTION
®
SECURa Y TIED, UNLESS OlHERWISE INDICATED. .
3" DIAMETER WEEPHOLES SPACED AT 15' ON CENTER
MAXIMUM. 2X SLOPE.
TOP OF WAlL ELEVATION PER PLAN.
VERTICAl.. FACE.
RNISH SURFACE PER PLAN.
SEE PLAN FOR GRADE BEHIND WAlL
(MAXIMUM SLOPE 1 1/2 TO 1).
3.5 2.06
4.0 2.25
4.5 2.44
~G=RA~V~IT~Y~W~A~L~L ______________ ___1~
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SHEET NO.
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,/ -----------:----c)-------------,----------------------------------------.-------------------------.. ------. --------------.---------.,----------. -.--,----------------.--.-----------------.-------. -.. --.-------------,-------------.----. ,,_.. .-------------------.-.-. -------------------------------, --------------.------------------, .--------------------------.---------------------------------------------------------------------.. --------------.. .-----------------
GENERAL PLANTING NOTES:
1. FOR ADDITIONAL PLANTING INFORMATION NOT MENTIONED IN THESE
GENERAL PLANTING NOTES, REFER TO SPECIFICATIONS SECTIONS.
12. AFTER FINISH GRADES HAVE BEEN SET FOR PLANTING AREAS, TAKE
HORTICULTURAL SOIL SAMPLES AT (3) LOCATIONS INDICATED ON
DRAWINGS. SOIL SAMPLES ARE TO BE TESTED FOR BY A QUALIFIED SOIL
TESTING LABORATORY FOR SOIL FERTILITY, BACKFILL RECOMMENDATIONS,
2. BE RESPONSIBLE TO CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE
AGENCIES, AND DRAWINGS FOR VERIFYING LOCATIONS OF UNDERGROUND
AND SOIL PREPARATION RECOMMENDATIONS. COMPLETE SOIL TESTING
PROCEDURES ARE OUTLINED IN THE SPECIFICATION SECTION.
3.
4.
5.
6.
7.
UTILITIES, PIPES AND STRUCTURES. TAKE SOLE RESPONSIBILITY FOR
COSTS INCURRED DUE TO DAMAGE OF SAID UTILITIES IF PROPER
VERIFICATION BY CONTRACTOR WAS NOT PERFORMED.
DO NOT WILLFULLY PROCEED WITH PLANTING OPERATIONS WHEN IT IS
OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST
THAT MAY NOT HAVE BEEN KNOWN THE DURING DESIGN PROCESS. BRING
SUCH CONDITIONS IMMEDIATELY TO AnENTION OF OWNER'S AUTHORIZED
REPRESENTATIVE FOR RESOLUTION. ASSUME FULL RESPONSIBILITY FOR
COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF
PROVIDING SUCH NOTIFICATION.
BE RESPONSIBLE FOR COORDINATING OTHER CONTRACTORS WORK
RELATED TO PROPER EXECUTION OF CONTRACTOR'S WORK.
OBTAIN A LETTER OF FINAL GRADE CERTIFICATION FROM OWNER PRIOR TO
SOIL PREPARATION AND BACKFILL MIX REQUIREMENTS MAY ULTIMATELY
NEED TO CONFORM TO RECOMMENDATIONS OF THE HORTICULTURAL SOIL
REPORT, HOWEVER, ONLY UPON RECEIPT OF WRlnEN CHANGE ORDER
FROM OWNER.
13. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE OF PLANTING AREAS ON-SITE
THOSE INDICATED ON DRAWINGS, CONTACT OWNER'S AUTHORIZED
REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS
KNOWN TO OWNER'S AUTHORIZED REPRESENTATIVE IN A TIMELY FASHION
MAY RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE PLANT MATERIALS
OR AT WORST CASE, BECOME UNABLE TO CHARGE OWNER FOR PLANT
MATERIAL ALREADY PLANTED.
14. ENSURE THAT TURF AREAS ARE SEPARATED FROM GROUNDCOVER AND
SHRUB AREAS WITH SPECIFIED EDGING -REFER TO DRAWINGS.
BEGINNING PLANTING OPERATIONS CERTIFYING THAT ROUGH GRADES ARE 15. TRIANGULARLY SPACE GROUNDCOVERS AND SHRUBS, UNLESS INDICATED
OTHERWISE ON DRAWINGS. MAINTAIN HALF ON-CENTER SPACING WHEN
ADJACENT PAVED AREAS, WALLS, OR OTHER FIXED EDGES.
WITHIN 1/1 OTH OF AN INCH FROM SPECIFIED FINISH GRADES. ENSURE THAT
FINISH GRADE ELEVATIONS OF PLANTING AREAS ARE SET AT PROPER
ELEVATIONS RELATIVE TO PAVING FINISH SURFACE ELEVATIONS, UTILITY
COVERS, AND CURBS. 16. PROVIDE A TREE STAKE AND TREE GUY MOCK-UP ON-SITE FOR OWNER'S
AUTHORIZED REPRESENTATIVE REVIEW PRIOR TO PERFORMING TREE
EXISTING SITE SOIL MAY BE USED FOR PLANTING AREAS AND BERMS, STAKING AND GUYING. LOCATE STAKES INTO THE PREVAILING WIND IF NOT
HOWEVER, IT WILL NEED TO BE AMENDED AS INDICATED IN THE SOIL INDICATED ON DRAWINGS.
PREPARATION SPECIFICATION. SHOULD IMPORT SOIL BE NECESSARY TO BRING SITE
TO SPECIFIED FINISH GRADES, INDICATE SOURCE LOCATION. ENSURE THAT 17. EXCAVATE PLANT PITS TO DIMENSIONS NOTED ON DRAWING DETAILS.
IMPORT SOIL IS OF A SANDY LOAM NATURE, CONTAINING NO TOXIC
CHEMICALS OR ELEMENTS THAT MIGHT INHIBIT OR RETARD NORMAL PLANT
GROWTH. SUBMIT SOIL TEST RESULTS OF IMPORT SOIL TO OWNER'S
AUTHORIZED REPRESENTATIVE FOR APPROVAL PRIOR TO DELIVERING SOIL
TO SITE.
18. MULCH SHRUB AND GROUNDCOVER AREAS (EXCLUDING TURF AND ANNUAL
COLOR BEDS) WITH A 2-INCH DEEP LAYER OF WOOD MULCH AS SPECIFIED
SPECIFICATION SECTION.
19. DO NOT PLANT TREES ANY CLOSER THAN 4-FOOT TO ANY FIXED EDGE, I.E.
SIDEWALKS AND WALLS, UNLESS INDICATED OTHERWISE ON DRAWINGS.
i . • I
~ W 0:: l>
2 o l>
~
...J ~ W a -(f)
~ W 0:: l> 2 o
l>
III
w>-l;j~ o::w l»
2-00:: l>a
.; .. '
.1_" r'§1' .,.,LBJ. '.; "", ", .. : " ~ , ".' ". ' ",,'
'-,', ',' BLACKTOP , .': '.'
. , "
,<," '
-1
I ----'--~-
BLACKTOP
BLACKTOP
.........
------------
PARKING
-,._--_.-.•. _--_ .. "._--, .. __ . __ .'.---,
•
j
---------EK9--BI~< ---[Q]
mntednl" that
are dem'ned
DR' V£WAY ~~~~~~.J
• II •• •••
I • • • • •• ••• • ••• • •••••••• •• • •• • •• • ••• • • ••• •• • • • • • ••• ••
•• ••• • • •• ••• • •• • .. ... . .. .. .. • • ••• •
PLANTED
TREES MAY BE INITIALLY TAGGED BY OWNER'S AUTHORIZED
REPRESENTATIVE AT A NURSERY SELECTED BY OWNER'S AUTHORIZED
REPRESENTATIVE, OR IF DEEMED ACCEPTABLE BY OWNER'S AUTHORIZED
REPRESENTATIVE, CONTRACTOR'S CHOICE. IF TREES ARE TO BE TAGGED
BY CONTRACTOR IN-LIEU OF OWNER'S AUTHORIZED REPRESENTATIVE,
ENSURE THAT TREES OF A SIMILAR SPECIES AND VARIETY HAVE MATCHING
FORM UNLESS INDICATED OTHERWISE ON DRAWINGS.
20. ALL TREES WITHIN FIVE FEET OF HARDSCAPE SHOULD BE PLANTED IN ROOT
BARR I E RS. TR E ES BETWEEN CUR B AN D SID EWALK, LA YO UT CONTI N U 0 U S. _. __ .I"(F:' : .. _ .. ,,;~». ___ ••. ''',j.;;;; •... ' .... '' ... --.•. '.'.--;-' , ... , .. , --., .... , •... --:,' .•.•... -,. '"{~''':'. ' .. ;!:~)"'""";--'"·"·''"''''if, :;".:! .. ;I;~ •• ,,"-'.-•• -' .. "'?:r:;c:.~.;);!) ........... ! .•. -·Ki;L.-··J~S~:";" ~.~~;~.)~L_. :tlS'········"·""·, T~;; ;', };'/', ':.--...... , .... ,"'.'.' .... ,., . '.--'.,'. if· :;';.,. .;>::r •.... --. it······· ''':'''';');)'''''''''''''--
BARRIER ENTIRE LENGTH OF PLANTER AREA, FOR ISLANDS IN PARKING 4, i 1'_' i'>LANT£D
8. PLANT MATERIAL, I.E. TREES, SHRUBS, VINES AND GROUNDCOVERS, MUST
BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO
INSTALLATION. PLANT MATERIAL INSTALLED WITHOUT OWNER'S
AUTHORIZED REPRESENTATIVE'S APPROVAL MAY BE SUBJECT TO REMOVAL
AND REPLACEMENT WITH RELATED COSTS INCURRED BY CONTRACTOR.
9. FINAL LOCATIONS OF PLANT MATERIAL ARE SUBJECT TO APPROVAL OF
OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION.
PERFORM THE FOLLOWING PROCEDURES BEFORE BEGINNING PLANTING
PIT EXCAVATION:
A. SHRUBS -PLACE ACTUAL PLANT CONTAINERS ON-SITE IN PRELIMINARY
LOCATIONS.
B. TREES -CHALK OR STAKE LOCATIONS BEFORE DIGGING HOLES.
C. CONTAINER POTS -PLANT OUT ONE PROTOTYPICAL CONTAINER POT.
10. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE IN SUFFICIENT TIME TO
PERFORM A SPECIFIED SITE OBSERVATION TASK. REFER TO THE SPEC.
SECTION FOR SITE VISIT NOTIFICATION TASKS AND LEAD TIMES. INSUFFICIENT
NOTIFICATION TIME GIVEN OWNER'S AUTHORIZED REPRESENTATIVE MAY
REQUIRE SITE VISIT TO BE CANCELED, OR POSSIBLY, MAKE CONTRACTOR
RESPONSIBLE TO COMPENSATE OWNER'S AUTHORIZED REPRESENTATIVE
FOR OVERTIME.
11. BE RESPONSIBLE TO FURNISH PLANT MATERIAL FREE OF PESTS, POOR
CONDITION, OR DISEASE, INCLUDING PRE-SELECTED OR PRE-TAGGED
PLANT MATERIAL PROVIDED BY OWNER'S AUTHORIZED REPRESENTATIVE.
No. ----"-"""""''--
--tl Exp, 8-31-07 -tJ
~~ OF \J>-.\>~
LOT, LAYOUT BARRIER AT BACK OF CURB. IN ALL OTHER AREAS LAYOUT . I .... ..... ... ... .... ... .... .' ; .••.•.•. ;;,.;;,;;;\ •. , .. ;;;;;,;;,.!.;;.;:,,:", •••• , •• ri'·"""·,,,,·,,--,,],;·,
ROOT BARRIER TO PROVIDE THE LARGEST ROOT ZONE PRACTICAL." PLANTED
21. ENSURE THAT TREES AND SHRUBS ARE NOT PLANTED TOO DEEP RELATIVE
TO FINISH GRADE -REFER TO SPECIFICATION SECTIONS.
22. INSTALL PLANT MATERIAL WITH ITS BEST SIDE FACING THE PREDOMINATE
VIEW OF THE PUBLIC.
23. DO NOT PLANT TREES WITHIN 1 O-FEET OF GAS, WATER OR SEWER LINES.
CONTACT OWNER'S AUTHORIZED REPRESENTATIVE IF MEETING THIS
CRITERIA DIFFERS FROM LOCATIONS INDICATED ON DRAWINGS.
24. PROVIDE THE PROPER SETBACK BETWEEN STREETLIGHTS AND TREES -
CONTACT CITY INSPECTOR FOR FINAL APPROVAL PRIOR TO PLANTING.
25. REFER TO DRAWING DETAILS FOR REQUIRED PLANTING, STAKING, AND
GUYING METHODS
26. TREES REQUIRE EITHER STAKING, GUYING, OR NEITHER -REFER TO
PLANTING LEGEND ON DRAWINGS FOR STAKING AND GUYING
REQUIREMENTS.
REPLACE OR REPAIR EXISTING MATERIALS THAT ARE DAMAGED BY
27. CONTRACTOR DURING PLANTING OPERATIONS.
28. VERIFY PROPERTY LINES PRIOR TO COMMENCING PLANTING OPERATIONS.
29. REFER TO CITY AND COUNTY STANDARDS FOR STANDARD LANDSCAPE
PLANS AND SPECIFICATIONS, WHERE APPLICABLE.
o
•
PROPOSED PLANT MATERIAL
BOTANICAL NAME
TREE AND GROUNDCOVER LIST
FICUS NIDITA
SYAGRUS ROMANZOFFIANUM
PODOCARPUS GRACILOR
WASHINGTONIA ROBUSTA
BOTANICAL NAME
SHRUB LIST
COMMON NAME
FIG
QUEEN PALM
FERN PINE
MEXICAN FAN PALM
COMMON NAME
HEMEROCALLIS 'TEXAS RED STAR'TRS DAYLILY
TRACHELOSPERMUM JASMINOIDES STAR JASMINE
QTY.
8
10
5
QTY.
SIZE
24" BOX
20' BTH
36" BOX
15' BTH
SIZE
5 GAL
5 GAL
NOTES/SPACING
MATCH EXISTING
SINGLE TRUNK
NOTES/SPACING
TRIANGULAR SPACED/ 18"O.C.
TRIANGULAR SPACED/ 18"O.C.
-$-SOIL TEST LOCATIONS
NOTE: -ALL NEW PLANTING AREAS TO BE IRRIGATED WITH A FULLY AUTOMATIC IRRIGATION SYSTEM.
-ANY QUANTITIES ARE INDICATED FOR OWNER'S INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE
FOR VERIFICATION OF ACTUAL PLANT QUANTITIES IN ALL PLANTING AREAS.
KEY NOTES:
!Al LM SCOFIELD C-15 COACHELLA CONCRETE BAND. EXPOSED AGGREGATE.
SAWCUT JOINTS. SEE CIVIL PLANS
lID LM SCOFIELD C-15 COACHELLA CONCRETE APRON. EXPOSED AGGREGATE.
SAWCUT JOINTS. SEE CIVIL PLANS
~ NEW CONCRETE SIDEWALK, SEE CIVIL PLANS
[Q] PROPOSED LIGHT, SEE ELECTRICAL PLANS
m EXISTING LANDSCAPE AREA rn EXISTING AREA LIGHT
[II EXISTING FIRE HYDRANT m REMOVE AND TRANSPLANT EXISTING TREE PER OWNER.
[[] REMOVE AND DISPOSE EXISTING TREE.
DIAL TOLL FREE
1-800-422-4133
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
PW# L# -BLDG#
that
REVISIONS DEVELOPER fOWNER
I I
LANDSCAPE ARCHITECT APPROVED BY: ~~d=±=i=:j ___ --.JL~A~N~D~S~C~A~P~E~P~L~A~N~ ____ --JSHEET NO.
~~~ Scale 1"=16'-0" N HOAG HEALTH CENTER APPROVED BY: HOAG MEMORIAL
HOSPITAL
Rabben/Herman design office
LANDSCAPE ARCHITECTS
833 Dover, Suite 9
Newport Beach, CA 92663
(949)548-3459
(fax) 548-5743
design@rhdo.com
APPROVED BY:
(:.:('$ CITY OF HUNTINGTON BEACH
-~ DEPARTMENT OF PUBLIC WORKS HUNTINGTON BEACH DEPT. OF PUBLIC WORKS
R.C.E. EXP. DATE:
i HUNTINGTON BEACH, CALIFORNIA
L-5 i
24 8 o 16 32
NOT
REV. DATE
----T5·-.-.-.. _-... . ..... .
j
NOTES:
CD PALM TRUNK
® 4" BERM
@ FINISH GRADE
@ BACKFILL TO BE 100::1 CLEAN #16
SIUCA SAND. FIRM BOTTOM SAND LAYER
BY WATER JETTING PRIOR TO SETTING TREE
® PLANT TABUETS -SEE SPECIFICATIONS
(§) COMPACTED SUBGRADE
(f) ROOT BALL
® SEE SPECIFICATIONS FOR TYING FRONDS ® AND SKINNING TRUNKS
LANDSCAPE ARCHITECT TO APPROVE HEIGHT AND LOCATION OF PALMS PRIOR TO PLANTING
REFER TO SPECIFICATIONS FOR FERTILIZER REQUIREMENTS
PALM PLANTING
REVISIONS
BY DESCRIPTION APP'v'D
NOT TO SCALE
DTSP-004
DEVELOPER / iOWNER
HOAG MEMORIAL
HOSPITAL
+ + + + + + + + + + + + + + .,iil,.,III~III.,.llj.,...,..,.lil,..,...,.III.,III, .. 11 [ ... 111 .. 111.,.....,.111.".,.111, ,111 ... 11
SECTION
o A o
D/ \D
o d--~
D
PLAN
o o o o
o
<D GROUND COVER PLANT
FROM FLATS
® MULCH CONTINUOUS
SEE SPECIFICATIONS
FOR TYPE AND DEPTH.
@) FINISH GRADE
@ PREPARED TOPSOIL PER
AGRONOMIST REPORT
® EDGE OF PAVING, WALK,
WALL OR CURB
@ 1/2 D
NOTE:
LOCATE PLANTS SPACED
EQUAL DISTANCE (D) FROM
EACH OTHER AS SHOWN.
D -AS NOTED ON PLAN.
GROUNDCOVER PLANTING NOT TO SCALE
DTSP-003
@f----
1
SHRUB PLANTING
BASE OF
HEART -LEAVES
,.---{2
PALM TREE HEIGHT
LANDSCAPE ARCHITECT
r.:--'~
ROOTBALL.
CROWN-2" ABOVE FINISH GRADE.
FINISH GRADE.
'-'\.:'J 3 X ROOTBALL DIA.
BACKFILL MIX PER AGRONOMIST
REPORT.
@) PLANT TABLETS (SEE SPECS.).
01-1/2" MAX. DEPTH BELOW
ADJACENT PAVING.
@) TOP OF PAVING.
® 3" HIGH WATERING BASIN.
@ UNDISTURBED NATIVE SOIL.
@ MULCH CONTINUOUS EXCEPT IN LAWN-
SEE SPECIFICATIONS FOR TYPE
AND DEPTH.
NOT TO SCALE
DTSP-002
CD TRUNK HEIGHT CONSISTS OF
MEASURED HEIGHT OF BROWN
TRUNK IN FEET
® FINISH GRADE
NOTE:
TRUNK HEIGHT FOR PALM
GRADING SPONSORED BY THE
AMERICAN SOCIETY OF
NURSERYMEN, INC. AND
APPROVED BY THE AMERICAN
NATIONAL STANDARDS
INSTITUTE, INC.
NOT TO SCALE
DTSP-007
APPROVED BY;
FIRE DEPT.
APPROVED BY; Rabben/Herman design office
LANDSCAPE ARCHITECTS (949)548-3459
833 Dover, Suite 9 (fax) 548-5743
PLANNING DEPT.
APPROVED BY;
0
I
n
<Xl
I
n
CD NEW BLACK RUBBER HOSE COVERS, 1/2" DIA.
® 4' LONG MI~J. GUY COVERS
(1 PER GUY WIRE). o GUYING, CABI_E (3 REO D.). o REFER TO TREE PLANTING DETAIL
® 45' MIN., 6()' MAX.
® DEADMAN BIJRIED 24" BELOW GRADE o MULCH
® FINISH GRAt)E
® UNDISTURBED NATIVE OR IMPORT SOIL
@ TURNBUCKLI;:
AND DEPTH
TREE GUYING DETAIL NOT TO SCALE
DTSP-006
SPACING AS NOTED ON PLAN
2
LEGEND:
1. Shrub / Ground Cover
1/2 SPECIFIED SPACING MINIMUM
2. Curb, Wall, Pavement, or edge of bed.
Spacing
6" o.c.
8" o.c.
9" o.c.
10" o.c.
12" o.c.
15" o,c.
1 a" o.c.
24" o.c.
30' o.c.
36" o.c.
48" D,C.
60" o.c.
72" o.c.
TRIANGULAR SPACING DIAGRAM
2' -6" 1'-9"
• 0 I '-• • '"
• + (0 (0 (0 (0 (0
I '-• • '"
Planting/sf.
4.61
2.60
1.78
1.66
1.15
0.74
0.50
0.28
0.18
0.12
0.07
0.04
0.03
NOT TO SCALE
DTP-010
I . ~
• '" I .~
•
•
(0 (0 (0 (0 (0 G (0
8 8 8 8 8 8 (0 (0
8 8 8 8 8 888
2 r--t-I----;..
LEGEND:
1. Building
2. Sidewalk
3. Planter area
4. Curb
NOTE:
Dimensions given are relative.
See legend for spacing. This detail is
for modified double row Spating.
TYPICAL PLANTER EDGE SPACING
DRAWN BY;
DESIGNED I;y;
CHECKED By;
NOT TO SCALE
DTP-011
Newport Beach, CA 92663 design@rhdo.com HUNTINGTON BEACH DEPT. OF PUBLIC WORKS
R.C.E. NO.; EXP. DATE;
H------{1
:11 ...
1-. 1.'+IfH-f=--{
~ ·.ITi
12"
SUMP
• •• •• • I.
I • • • • •• .. r , • ••• • •••••••• I • •• • •• ••• f . . .... . I...
• • .t. I. ••
tt ••• • • I. · " .." .. · .... ... .. .... .. I •• I. ••
• • •••• It
04" LOOSE FIT SCHEDULE 40 CAP. PRIME \..V AND PAINT FLAT BLACK.
® 4" DIA. PERFORATED PIPE WITH DRAIN
SOCK. o TREE ROOT BALL.
(±) TREE PLANTING PIT.
® UNDISTURBED SOIL CONDITION.
® AUGERED DRAINAGE CHIMNEY LOCATED
AT LOW POINT o 12" DIA. X 4' DEEP SUMP MIN. FILLED WITH
CLEAN #16 SILICA SAND.
CD ROOTBALL.
NOT TO SCALE
DTSP-008
® CROWN -2" ABOVE FINISH GRADE.
@ FINISH GRADE.
(±) 2 X ROOTBALL WIDTH.
@) BACKFILL MIX PER AGRONOMIST
REPORT.
@) PLANT TABLETS (SEE SPECS.).
01-1/2" MAX. DEPTH BELOW
ADJACENT PAVING
@) TOP OF PAVING.
® 4" HIGH WATERING BASIN.
@ UNDISTURBED NATIVE SOIL.
® MULCH CONTINUOUS EXCEPT IN LAWN-
SEE SPECIFICATIONS FOR TYPE
AND DEPTH.
TREE PLANTING DETAIL NOT TO SCALE
DTSP-001
DOUBLE STAKED TREE
PW# L#
PLANTING DETAILS
CD LODGEPOLE PINE STAKE
(2 REO'D.). ® 1 X 2" WOOD BRACE.
@ VINYL TREE TIE (2 REO'D.
PER STAKE).
024" MIN •
@) SEE TREE PLANTING DETAIL.
@ 12" MIN. o TREE TRUNK.
@)ROOTBALL.
®ARBOR GUARD IN LAWN
AREAS.
@MULCH
7r--~-....
,.",---t3 81)--+
2)---....."..,.,
I
PREVAILING WIND
BLDG#
PLANVIEW
NOT TO SCALE
DTSP-005
SHEET NO.
HOAG HEALTH CENTER
HUNTINGTON BEACH, CALIFORNIA
L-6
NOT RELEASED FOR CONSTRUCTION-06.12.06.
•
•
. __________ .1-___ " ."_."._ ... ______ .... ____ .. _,:.,, ..... , ... _ ... __ ." ... , .. _,_",,"._ ., __ ,. " .. "" " __ "',' ..... ___ "<_ ,-_,_,_" __ , __ ,,,,_,_,~,_ ••••• "'" ........ ___ ." ••• " ••• ,._ ••• _ •••••• _ ••••••• _ ." ...... ,_,, __ ,. ___ , •••• _._._, ___ ' ••• __ ,." •• _, •• ". _ ••• __ ' •• ' ._. "" • ________ ., •••••• .-_. -_____ ~ _______ •• _~ __ , _ •• ----•••••• ,-_ .. ,''',. -_ •.•. _,._"._--, .. _---'"._----_ .. -----"'-,.,-_ .. " .. -............ -.-.. -.,,---------_ ... -._.-•... _---"---._--------------.. -~-----.. ------------_._--... -----_ .. --------._------'-'-----------·-c----~-----~~-----------'I o
IRRIGATION GENERAL NOTES:
1. INSTALL POP-UP SPRINKLER HEADS POSITIONED WITHIN SHRUB OR GROUND COVER AREAS WITH THE TOP OF SPRINKLER
ABOVE FINISH GRADE AS SHOWN IN THE DETAILS.
2. SET SPRINKLER HEADS PERPENDICULAR TO FINISH GRADE OF AREA TO BE IRRIGATED UNLESS INDICATED OTHERWISE ON
DRAWINGS.
3. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, TREES, LIGHT POLES, ETC.) INTERFERE WITH THE SPRINKLER HEAD
PATTERN OF COVERAGE, ADJUST SPRINKLER SYSTEM LAYOUT BY INSTALLING A QUARTER CIRCLE, HALF CIRCLE OR
ADJUSTABLE CIRCLE SPRINKLER HEAD ON EACH SIDE OF OBSTRUCTION IN ORDER TO PROVIDE PROPER COVERAGE.
PERFORM SPRINKLER LAYOUT ADJUSTMENT AT NO COST TO THE OWNER.
4. THIS DESIGN IS DIAGRAMMATIC. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY.
INSTALL PIPING AND IRRIGATION FACILITIES WITHIN PLANTING AREAS WHERE POSSIBLE. AVOID CONFLICTS BETWEEN
SPRINKLER SYSTEM, LANDSCAPE PLANTING AND ARCHITECTURAL FEATURES.
5. FLUSH AND ADJUST SPRINKLER HEADS FOR OPTIMUM PERFORMANCE. PREVENT OVERSPRAY ONTO WALKS, ROADWAYS,
WALLS, FENCES AND BUILDINGS. SELECT THE MOST APPROPRIATE PART CIRCLE PATTERN NOZZLE TO FIT THE SITE
CONDITIONS AND THROTTLE THE FLOW CONTROL ADJUSTMENT AT EACH CONTROL VALVE TO OBTAIN OPTIMUM SPRINKLER
HEAD PRESSURE.
6. DO NOT WILLFULLY INSTALL SPRINKLER SYSTEM AS INDICATED ON DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT
EXISTING OBSTRUCTIONS, GRADE DIFFERENCES IN AREA DIMENSIONS, AND OTHER SITE SPECIFIC INFORMATION THAT MIGHT
NOT HAVE BEEN CONSIDERED DURING DESIGN. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF SUCH OBSTRUCTIONS
OR DIFFERENCES FOR RESOLUTION. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, ASSUME FULL RESPONSIBILITY
FOR REVISIONS.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH GRADE DIFFERENCES, WALL LOCATIONS, ETC.
COORDINATE WORK WITH GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE INSTALLATION OF IRRIGATION PIPE
SLEEVES THROUGH WALLS, UNDER PAVEMENT AND STRUCTURES, ETC.
8. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF SUFFICIENTLY SIZED CONTROL WIRE SLEEVES UNDER PAVED
AREAS, IN ADDITION TO CONTROL WIRES SLEEVES SHOWN ON THE DRAWINGS.
9. INSTALL PIPING, RELATED MATERIALS AND EQUIPMENT AS SHOWN ON THE DRAWINGS. USE TEFLON TAPE ON PVC MALE PIPE
THREADS, INCLUDING SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. DO NOT USE PIPE DOPE.
CONTRACTOR TO VERIFY AS-BUILT DRAWINGS OF EXISTING IRRIGATION SYSTEM SERVING THE AREA OF LANDSCAPE
IMPROVEMENTS AND TO FIELD VERIFY NEW PIPING CONNECTIONS INDICATED WITH CONSTRUCTION NOTES LISTED BELOW.
IRRIGATION SYSTEM CONSTRUCTION NOTES:
CD INSTALL NEW LATERALS TO CONNECT TO EXISTING NON-PRESSURE PIPING AS REQUIRED FOR SUPPLY OF NEW SPRINKLERS.
CV PROTECT EXISTING IRRIGATION SYSTEM IN PLACE.
CD REMOVE EXISTING SPRINKLER HEADS AND NON-PRESSURE PIPING WHERE NEW SPRINKLERS ARE SPECIFIED.
@ COORDINATE NEW IRRIGATION EQUIPMENT WITH NEW LANDSCAPE PLANTING MATERIAL .
@ CONTRACTOR SHALL CUT, TRENCH AND REPAIR PARKING LOT PAVEMENT AS REQUIRED TO PROVIDE IRRIGATION TO PLANTING
POCKETS IF EXISTING IRRIGATION PIPING CANNOT BE LOCATED OR IS NOT IN OPERATIONAL CONDITION. SECURE APPROVAL FROM
LANDSCAPE ARCHITECT PRIOR TO CUTTING PAVEMENT.
IRRIGATION SYSTEM DESCRIPTION:
NEW LANDSCAPE SHRUB AND GROUNDCOVER PLANT MATERIAL INSTALLED IN EXISTING PLANTING AREAS ARE IRRIGATED BY pop-up
SPRINKLER HEADS AND SHALL BE CONNECTED TO THE EXISTING IRRIGATION SYSTEM AS DIRECTED BY IRRIGATION SYSTEM
CONSTRUCTION NOTES LISTED ABOVE.
THE EXISTING IRRIGATION SYSTEM IS SUPPLIED BY DOMESTIC WATER. EXISTING IRRIGATION SPRINKLERS, MAIN LINE PIPING AND
CONTROL VALVES SHALL REMAIN AND SHALL BE PROTECTED IN PLACE.
THE AUTOMATIC CONTROLLER SERVING THE PLANTING AREA OF NEW LANDSCAPE IMPROVEMENTS IS EXISTING AND THE LOCATION IS
NOT SHOWN. IT IS ASSUMED THAT THE AUTOMATIC CONTROLLER IS FUNCTIONING CORRECTLY AND FULLY OPERATIONAL. CONTRACTOR
TO VERIFY OPERATING CONDITION OF AUTOMATIC CONTROLLER AND REPORT TO CONDITION TO LANDSCAPE ARCHITECT PRIOR TO
TURNING OFF FOR CONSTRUCTION.
I ' I,
®
CD poP-uP SPRAY HEAD,
@ FINISH GRADE.
@ NOTE: ALL SPRAY HEADS
4" CLEAR OF ALL
HARDSCAPE SURFACES.
BLACKTOP
® STREET ELL, 1YPICAL.
@ 1/,2" PVC SCH. 80 NIPPLE,
6' MIN. LENGTH.
® PVC SCH. 40 TEE SxSx T.
(J) PVC Ul.TERAL LINE.
DRIVEWAY
SPRAY SPRINKLER LEGEND:
SYMBOL MANUFACTUREf~ MODEL NO. DESCRIPTION
o RAIN BIRD* 1812-SAM-PRS 12" POP-UP SPRAY HEAD m 1812-SAM-PRS
mE 1812-SAM-PRS 1 1 11
of 1806-SAM-PRS 6" POP-UP SPRAY HEAD
o
00
IZI
C"I
NOTES:
1806-SAM-PRS
1806-SAM-PRS
1812-SAM-PRS
1812-SAM-PRS
1. INSTALL SPRINKLER HEADS PER DETAIL A, THIS SHEET.
NOZZLE RADIUS
8F 7'
15SST** 10'
15EST** 10'
8F 7'
8H 7'
8Q 7'
5CST -B ** 4'
PCN-25 *** 4'
• •• •• • •• • • • • • •• ••• • ••• • •••••••• • • •• • •• • ••• • • ••• •• • • • •• •• •• ••
•• ••• • • •• •• • •• • •• •• • • •• •• • • ••• •
• •• • • • • • • • I
MODIFY EX,ST,NG;,RR,GAT,ON
SYSTEM IN THIS LOCATION TO
ACCOMODATE NEW PEDESTRIAN
WALKWAY. PROVlbE HEAD TO
HEAD COVERAGE iN NEW
PLANTING AREAS AVOIDING
OVERSPRAY ONTO ADJACENT
HARDSCAPE AREAS.
G.P.I'iI~ p.s.1. PATTERN PRECIP RATE
0.5 ** 30 HALF CIRCLE 2.0
0.6 30 SIDE STRIP 1.6
0.3 30 END STRIP -.l
1.0
0.5
0.3
30
30
30
FULL CIRCLE
HALF 1
QUARTER
0.3 30 STREAM BUBBLER
0.25 30 FLOOD BUBBLER
2.0
1
* PROVIDE RAIN BIRD ADJUSTABLE NOZZLES IN LIEU OF STANDARD NOZZLES -NOTED ON PLAN WITH THE LETTER "V".
** PROVIDE AND INSTALL RAIN BIRD PCS-030 (SILVER) PRESSURE REGULATING SCREEN IN LIEU OF CONVENTIONAL SCREEN FOR 5CST -B AND
15-EST NOZZLES AND PROVIDE RAIN BIRD· PCS-060 (BLACK) SCREEN FOR 15-SST NOZZLES.
*** PROVIDE HUNTE~ "PCN" SERIES FLOOD BUBBLERS WITH THE FLOW INDICATED AND INSTALL ON RAIN BIRD POP-UP SPRINKLER BODIES.
SPRINKLER RADIUS ABBREVIATIONS:
F = FULL CIRCLE Q = QUARTER CIRCLE
T = THIRD CIRCLE V = ADJUSTABLE RADIUS
® DEPTH -SEE TRENCHING DETAIL. E = END STRlf)
REVISIONS
REV. DATE BY DESCRIPTION APP'V'D
·--+---+---~--------------------------+---~I
DEVELOPER / ~WNER
HOAG MEMORIAL
HOSPITAL
A SPRINKLER HEAD
LANDSCAPE ARCHITECT APPROVED BY,
FIRE DEPT_
APPROVED BY, ~ Rabben/Herman design office \::!....J LANDSCAPE ARCHITECTS (949)548-3459
633 Dover, Suite 9 (fax) 546-5743
Newport Beach, CA 92663 design@rhdo.com
PLANNING DEPT.
APPROVED BY,
HUNTINGTON BEACH DEPT. OF PUBLIC WORKS
R.C.E. NO.' EXP. DATE:
EQUIPMENT LEGEND:
SYMBOL
CITY OF HUNTINGTON BEACH
DEPARTMENT OF PUBLIC WORKS
MANUFAC-iURER MODEL NO. DESCRIPTION
NON-PRESSURE LATERAL LINE PIPING -SCHEDULE 40 PVC -SIZE PIPING (NOTED IN INCHES) AS SHOWN ON PLANS -INSTALL WITH
12-INCHES SOIL COVER.
DRAWN BY:
DESIGNED IlY:
CHECKED OY:
Scale 1 "=16'-0"
I~~iiiiiiiiiii~i~~
6 24 o 16 32
N
PW# L# BLDG#
IRRIGATION PLAN
HOAG HEALTH CENTER
HUNTINGTON BEACH, CALIFORNIA
SHEET NO.
L-9
NOT RELEASED FOR CONSTRUCTION-06.12.06.