HomeMy WebLinkAboutDWG 910-7L; 86-117; KAISER ELECTRO-OPTICS; 01-03; L1-L5GRADING NOTES
1 .. A f>ERl•!:T FROM THE CITY ENGINEER WILL BE R€QU1R£D FOR ANY WORK lN THE CITY RIGHT-OF-WAY.
• . 2. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO 8E PER-
. FORMED UNTIL THE PROPERTY OWNER'S PF.RMISS!ON HAS BEEN OBTAINEO AND A VALIO GRACING PERMIT HAS
BEEN ISSUED.
· 3, ALL OPER~TIONS CONDUCTED ON THE PREMISES, INCLUDING THE W.ARHING U?, REPAIR, ARRIVAL, OEPARTURE
· OR RUNNING OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EOU!PMENT, SHALL BE LH-!JTEO TO THE PtRIOD BETWEEN 7:00 A.M. ANO SUNSET EACH t)AY, NO'IOAY
THROUGH FRIDAY, AND NQ EARTHMOVING OR GRADING OPcRATlONS SHALL BE CONDUCTED ON TH.E PRE.MISES ON
WEEKENDS OR HOLIDAYS,
4. ALL OFFSITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER fOR APPROVAL
PRIOR TO BEGINNING OF WORK.
5. IMPORT MATERIAL SHALL SE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT .A LEGAL SITE,
.. APPROVED BY THI; !,;;TY .ENGINEER.
. (,. A PRECONSTRUCTION CONFERENCE SHALL BE HELD AT THE SITE PRIOR TO BEGINNING OF WORK ANO SHALL 8£
ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONTRUCTION, INSPECTION, SUPERVISION, TESTING
ANO ALL OTHER ASPECTS OF TH£ WORK.
. 7 .. ALL AREAS SHALL BE GRACED TO DRA,N. PONDING OF WATER IS NOT PERMITTED.
8. CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES TO CONTROL SOIL MOVEMENT SATISFACTORY 'TO THE
CITY El<GINEER IN THE EVENT THE SITE IS. EXPOSED TO l:ROS!ON DURING THE PER!OO FROM NOVEMBER 1ST TO
APRIL 15TH. SPECIAL EROSION CONTROLS MAY BE REQUIRED, €ROSION CONTROL MEASURES SHALL INCLUDE,.
BUT ARE NOT LIMITED TO, SLOPE PROTEC,!DN, STILLING BASINS, SANDBAGS ANO STORM DRAINS.
9. ALL CUT ANO FILL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A SMOOTH AND UNIFORM
SURFACE DR CROSS SECTION. THE SITE Si-fALL 8E LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES,
.ROOTS OR OTHER OESRIS SHALl SE REMOVED AND DISPOSED OF AT A LEGAL SITE. .
10. THE CONTRACfOR SHALL BE RESP0518LE f"OR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR
ADJACENT STREET AS A DIRECT RESULT OF THE GRADING OPERATION.
(J. WHERE TRENCHES AAE WITHIN EA5E~ENTS, SOILS REPORTS SHALL BE SU8MITTED TO THE ENGINEER OF WORK BY
A ~UALIFIED SOILS ENGINEER,
12. ALL GRADING AND DETAIL WILL BE !N ACCORDANCE WITH THIS PLAN, THE CURRENT CITY Of CARLSSAO STAN··
DP~OS AND SPEtlFICATIONS ANO GRADING ORDININCES 8032 AND 8063 AND SOILS REPORT BY .
GRADING SHALL BE DONE UNDER THE OBSERVATION QF A
QUAL.lFIEO SOILS ENGINEER.
13. !½EITHER THE CITY NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY Mf.ASURES OR REGULATIONS. fHE CON-
14\
TRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN All SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE
SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS,
LAWS ANO REGULATIONS,
THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUIMITT(NG I DETAILED PLAN TO THE
CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER
PROVISIONS TO BE ~ADE FOR WORKER PROTtCT!ON FRUM THE HAZARD Of CAVING GROUND DURING THE EXCA-
VATION OF TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST SE PRE~
PARED FOR ALL TRENCHES F !Yf. FEET OR MORE IN DE?TH AND APPROVED BY THE CITY !;NGJNEER ANO/QR CON-
CERNED AGENCY PR[OR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHO~!NG SYSTEM STANDARDS ESTAB-
.. LlSHEO BY THE CONSTRUCTION SAFETY ORDER, THE PLAN SHALL BE PREPARED BE A REGISTERED CIVIL OR.
, .-; STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE.
1$, CLEARING OPERATIONS SHALL BE CONDUCTED IMMEDIATELY PRIOR TO GRAOlNG OPERATIONS.
lo', DRAINAGE FACILITIES ARE TO 8E CONSTRUCTED AT THE SAME. TIME AS GRADING IS CONDUCTED.
17, CONTRACTOR AGR.EES THAT HE SHALL ASSUME SDLE ANO COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
\ DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING: SAFETY OF ALL PERSONS AND PROPER-1 TY, ANO THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY ANO HOLD THE OWNER AND ENGINEER HAR11LESS
FROM ANY AND ALL LIABILITY, REAL OR ALLE:GED !N CONNECTION WlTH THE PERFORMANCE .Of WORK ON THIS
PROJECT EXCEPTING l!ASILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
!8; THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS, UTILITIES ANO STORM
!>RAINS ARE BUILT lN ACCORDANCE WITH THESE PLANS •. IF THERE rs ANY QUESTION REGARDING THESE PLANS
.OR FI£ti) STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CAlllNG
THE ENGINEER OF WORK AT 744-4800. THE CONTRACTOR SHALL ALSO TAKE. THE NECESSARY STEP!', TO PROTECT
. THE PROJECT AND ADJACENT PROPERTY FROM ANY EROS I.ON AND SILTATION THAT RESULTS FROM HlS OPERA-
• T.!ONS BY APPROPRIATE MEANS (SANO BAGS, HAY BA!LS, TEMPOR.~RY DESILTING BASIN, OIKES, SHORING,
·Ere.) UNT!l. SUCH TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE SY WHATtVER
OWNEf!, AGENCY OR AS.SOCIATION rs TO SE ULTIMATELY RESPONSIBLE FOR MAINTENANCE.
19. SEE ARCHITECT'S PLANS ~OR LANDSCAPE, HAROSCAPES ANO PLANTER DETAILS ADJACENT TO BUILDINGS.
20. AS SOON AS GRADING JS COMPLETED, SLOPES SHOWN SHALL BE STABILIZED BY HYDROSEED!NG, MULCHING AND
FERTlllZAJION. THE SEED MIX SHALL BE DESIGNED B• AN EXPERT IN THE FIELD AND SHALL BE APPROVED
BY THE PARKS AND REREATION DIRECTOR. THE MULCH SHALL BE APPLIED AT NOT LESS THAN 2,000 POUNDS
PER ACRE AND THE FERTILIZER AT NOT LESS THAN 1,000 POUNDS PER ACRE UNLESS OTHERWISE SPECIFIED
AND APPROVED BY THE CITY ENGINEER,
21. PERMITS FOR WORK IN· THE PUSIC RIGHT-OF-WAY SHALL NOT BE ISSUED UNTIL A CERTIFICATE OF INSURANCE
IS PILED THAT NAMES THE CITY OF CARLSBAD A ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN AH
A/"OUNT OF AT LEAST $100,000.00 FOR EACH OCCURRENCE Of .LIABILITY.
22. ALL RETAINING WALLS TO BE CONSTRUCTED UNDER SEPARATE PERMIT WHICH MUST BE OBTAINED FROM THE BUILO-
lNG OEF\'\llTMENT PRIOR TO GRADING PERHI,.
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• 2J. BRUSH SHALia. BE REMOVED ONLY WITHIN THE AREA TO BE GRADEJt, 110 TREES ARE TO BE REMOVED U!ILESS
24.
25.
SPECIFICALLY NOTED ON THE PLAN. .
WHERE AN EXISTING PIPELINE IS TO 8E ABANDONED AS THE RESULT OF.THE GRADING OPERATION, IT SHALL
BE REMOVED WIT~IN 20 FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS.
IN OTHER AREAS THE PIPE SHOULD SE COMPLETELY PLUGGED WITH CONCRETE OR REMOVED.
A SOILS REPORT MAY SE REQUIRED PRIOR TO THE ISSUANCE Of A BUILDIN.G PERMIT; OR ALL GRADIMG SHALL
BE DONE UNDER THE OlRECTlGN OF A QUALIFIED SOILS ENGINEER. ALL FILL OR FUTURE f!LL AREAS SHALL
BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARO SPECIFICATIONS AND THE EARTHWORK
. RECOMMENDATIONS ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION.
26. ALL EARTHEN SWALES AND DITCHES SHALL HAYE A MINIMUM Of 1% SLOPE.
!7. ALL SLOf'ES SHALL BE PLANTED ANO/OR HYOROSEEOEO WITHIN 1Q. OAYS FOLLOWlNG ROUGH GRADE
CERTIFICATION. fAILURE TO COMPLETE HYOROSEED OPERATION WITHIN 30 OAYS SHALL BE R(ASOH
TO STOP All CONSTRUCTION ACTIVITY ON PROJECT. .
RICK ENGINEERING COMPANY
CtVJt. ENGINEERS ! P1.A.NNfMG CONSULTANTS : SURVEYORS
5-620 f'~IAPS f«lAD_ SAN DIE:GO. CAUFORNIA i.!ttO («!iQ) 21fl0?!1"1
3088 PlO PICO OO!VE: C!lALS8A0, C,1.uFORNA 92008 t6<9J 729--48~?
-!65 s. RANCHO SANiA ~·c AD. SAN MARCOS. CA 920.9 (6 l!Or 7.4◄ ◄AOO
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ESTIMATtO
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EXPORT:
IMPORT:
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G R A D I N G O IJ Mlill.lli
TOT Al. CUT: 3570
TOTAL FILL: 3540
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PRofJOSED Scl'fEJ?
.. PROPOSED
STORM DRAIN -
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NOTE, GRADING QUANTITIES SHOWN HEREON A Rf FOR PERMIT
PURPOSES ONLY ANO ARE NOT TO SE USEO FOR. FINAL PAY
QUANTITIES.
1.Q.!..U..J;..NGlNEER'~ llE~l.ARATIQN
THIS GRADIN£ PLAN HAS BEEN REVIEWED MlD FOUND TO 8£ IN CONFQJH!ANC[
W[TH RECOMMENDATIONS AS OUTLINED IN OUR SOILS PEPORI, DATED
JANUARY 15, 1987,. JOB NUl!Bf.R 05-6807-00,-00-0G, fNT!TLlD,
"GEDTECHNICAL INVESTIGATION -PROPOSED CO"M£RCIAl DEVELOPMENT LDT
8. CARLSBAD OAKS BUSINESS CENTER, CARLSBAD, CALIFORNIA".
SA~ DIEGO SOILS ENGINEERING, INCORPORATED
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COSTA REAL M.W.D. FIRE MARSHALL
CITY OF CARLSBAD
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KA!SER ELECTRO-OPTICS
6070 AVENIDA ENCINAS
CARLSBAD,·,. "·<JSN!A 92008
( 619 l 438-9255 .
01-/N(R ',__t;;RTIFICAT•
WE HERFBY CERTIFY THAT A SO!i.S ENGINEER AND/OR A GEOLOGIST
HAS BEEN OR WILi. BE RllAINED TO OBSERVE OVERALL GRADING
ACTIViTY AND ADVISE ON THE COMPACTION AND _STABILILY Df FHS
SI TE.
6Y: ___________ flA TE: _____________ _
TITLf.;
BY: ----------~ DATE,
TI Tt f:
B E N C H M A R K
MICHAEL E, sMiffl DA TE
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J...f.GAt Q(SCR!PTION
LOT 8 OF CARLSBAD TRACT NUMBER 74-21. IN TH( . CITY Of
CARLSBAD. COUNTY or SAN DIEGO, STATE OF CALIFOR~IA, ACCORD!#&
TO MAP TH[RfOF NUMBER 10372. Fl! ED IN THE orrICf o, .. TH£
COUtHY R£CORD£R ·OF. SAN D.H60 COUNTY~ .A.PRIL 13~ 1-982.
ASSESSORS PARC(L !lllM8ER 209-081-08
SITE l,DDRESS
LOKER AVENUE WEST
CARLSBAD, CALIFORNIA 92008
CAL !FOR NT A COQ'lDIJIAIES
NORTH 353,500 £AS[ .£91,800
"QECLARATION OF RESPQNS!BLE CH~RG~•
I HtREBY DECLARE THAT I AM THE ENCHltER OF IIOAK FOR THIS ?~OJtCT,
THAT 1 HAVE EXERCISED RESPONSIBLE CHARGE OVER TH£ OtS!~N OF iHt
.PROJECT~ AS DEFINED IN SECTION 6703 OF THE 9US!NE~S Ah0 P~OFES-
SIONS CODE, AND THAT THE DESIGN 15 CONSISTE~r WITW cuqR[NT STAN-
DARDS.
I UNDERSTAND lH~T THE CHECK OF PROJECT OAAWI~GS AND SPCClFICA-
TIONS BY THE CITY OF CARLSBAD IS CONFINED ro A A[WIF• J~LY ~ND
ODES NOT RELIEVE ME, AS ENGINEER OF WORK, or "y RESPONSIBI~ITf[S
FOR PROJECT OESIGN.
f'lRM:
ADDRESS:
· CITY. SI E:. SAN MARCOS, CALIF 92069
TfL(PHON'
BY!
~NEER OF /
PRIVATE CONTRACT
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N 81° 29'37"W
ALL HARDSCAPE ANO
WALLS FOR REFERENCE
ARCHITECTS PLAN fOR
TION.
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RETAINING
ONLY. SEE
CONSTRUC-
NOTE: EXISTING IMPROVEMENTS PER
CARLSBAD DRAWING NUMBERS 218-5
AND 218-51\.
NO
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SCALE:
ISLAND
GUTTER DETAIL
LANDSCAPE ISLAND
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fJ,tS.
WQRK TO ftE DONE
TH£ lHPROV£MENTS CONSIST OF THE FOLLOWING liORK TO 8£ 00/IE ACCORIHNG TO THESE PLANS
AIIO SP(CIFICAT!OHS. TH£ CURRENT CITY ·Of CARLSBAD STANDARD SPECIF!CATIONS;·SPECIAL
PROVISIONS FOR JHPROVEMEHT Of SU8DIVISION STREETS, STANDARD DRAIIINGS. ANO GRAD!NG
ORDINANCE.·
LEGENQ
NOTE-!. SOIL COMP4CT!()N TO Ii£ f)()/1£ TO SOILS [N6HE/2'
RECOMM£'i0AT!OII
Z. AliO!!T£CT TO fl£FIJ/£ BLUt'K FINIS/I
STORM DRAIN DATA . .. -···--· DELTA OR BRG. RADIUS LENGTH. REMARKS ·····--··-
N.sa·20100• w. 54'! IZ"P.VC -N.89' 51'40" W 10'± n II ·-·-
-
"A• OR •a• IN.t ET "-----------------O·l, D-2 @.:_ J __
STORM DRAIN -~---------------··------0-60 : _:..,_
lUG ···----------------------·"·-----0·63 --"\T -
sEwrn LINE --------------------------------• -
SE\IER CLEAN OUT------------------·------------,c,t~.
DETECTOR CHECK VALVE PER DIST. 01/G. Ul -------~=
. FIRE HYDRANT ASSY. PER DIST. OWG, 3 ..,..
(JONES 3700) ·------·········-----------W-IO POST INDICATOR VALVE (P,RIVAT[) ------·-----_&. __
FIRE DEPT. CONNECTION {PRIVATE) -----------~-
THRUST BLOCK ···------"-----------------W•l7 --~
2° BLOW Off ASSY. -·--------------------W-6 •
WATER LINE ---------------------------------
= -f ,----!-,~-:-d'-2c:;;4=' =~,.--1----~l!-!a7;.;e.5;.,,' ~-+--,-'l"'-"f.5' TYF' AC. TRAVELED AC' PAR I< ING I.-
WAY AREA Z'5' MIN. .
CONCRETE CURB ------------------------G-1
CONCRETE CURB ANO GUTTfR ------------·G·2
/' M4WUAL AIR RELEASE ---"------W-3 -■
A.C. TRAV'Etro WAY -----------------------1-... \>. ·~"'
A,C, PARKING AREA -------------"---------C~: .,. .. , •., .. ] CONCRETE ORIV2NAY _____________________ G-14 -·-I I le
z''WATER SERVICE ANO METER--------------W-2 ---£r--!..(w.
TYPE "G" CURB * C.ARLSBAD CITY STANDAROS
---3"A.C. OVER 10'CLASS1Ij / TYPE ''G'CURB & BASE A5 ,~ t 6UTTER , __
DETERMINED FN l 3"A.C. OVER!l"C'LASS
5:JILS EfvG/NEER. \.II BA5E AS DETERMINED ENGINEER OF ¼ORK
BY SOILS ENS/l✓EER.
N. T.S ..
TYPICAL DRIVEWAY SECTION DOUGLAS L. HELMING R.C.E. 23874 DATE
DRAWN BY• DESIGNED BY, CHECKED BY• APPROVED E!Y•
PRIVATE CONTRACT
·-······•··--~-----•-+----; ~E'r. l 1 : CITY OF CARLSBAD
~====:==:=========================---+------,-, ~ L~GINEERING DEPARTMENT
GRADING PLANS FOR:
j !SHEETS!
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KAISER ELECTRO-OPTICS
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CRMWD 86-C. 196 JOB NO. 10056
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PROP. FfNISH
SURFACE\
·~60-··~--. k+-·---------~---
-:::... ___ .....,....,_,_,1
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· EY/ST 15•ACP WATERMAIN
W/CAP 6 TB. EXA'.:T H& V
LOCATION 10 BE OETER!v1/NED
.. !N FIELD.
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OOSTA REAL MUNICIPAL WATER DISTRICT NOfES
. I . WATER MAIN ANO. APl'URTENANCES SMALL II( COHSTllOCTEO IN ACCORDANCE
WJTk TM( COSTA R(AL MUNICIPAL·WATER O!STRICT•s STANDARD PLANS ANO
SPECIF•C,',TIONS AS 1'00PTEO IN l)(Ct'.MBER 1982, OR AS AMENDED.
· 2. THE CONTRACT<»l SHALL OBTAIN AN EXCAVATION PERMIT FROM Tl<IE OMSJ()tl
Of INOUSTAIAL SAFETY B£FOR£ ANY EXCAVATION ANO SHALL ADHERE· TO 111..L
PROVISIONS Of Tl1E STATE CONSTRUCTION SAF!':TY OROERS.
._,3,. BEFORE ANY CONSTRUCTION OR SHUT OOWN Of VALVES OF EXISTING C.R.M.W.O.
LI'<£$, , PERMIT Sl<ALL BE CillTAINEO FRO,! Tl<E .C.R.M,W.0. OFFICE ANO 1,1ust
8E SIGNED AND APPROVED BY DISTRICT ENGINEER ANO DISTRICT ~NlOIOCNT.
4. A PRE CONSTRUCTION COIIIFERENCE SHALL BE HE\.0 A MINll,IIJl,I Cl' 7 DAYS
11£rORE CONSTRUCTION 8EGINS.
!5. NO WATER SERVICE SHALL BE LOCATED IN /WY ORIVEWAY W1Tf<OUT PRIOfl
APPROVAL OF THE DISTRICT.
6 .. THi CONTRACTOR SHALL NOTIFY <:OST<l REAL YUNIClPAL. WATER OISTRICT 48
HOUl'IS PRIOR TO STARTING WORK SO T .. AT INSPECTION YAV 6€ PROVIDED ANO
SHALL CIXlRlllNATE li!S WORK WITH OlSTRICT REPRESENTATIVES
TEl.E~E• !6i,l 436-2722, .
7, A 8UJt PAVEl,IENT MARKER SHALL 8E PLAC:ED IN THE TRAVEL LANES AOJAaNT
TO EACH FIRE HYDRANT.
8. ALL WATER SEA\IX:E TO HAVE OOU8LE STRAP BROtlZE SADDLE,
'
RICK ENGINEERING COMPANY
CML ENGINEE!<S, PLANNING CONSUL't\liTS , SURVEYOflS
s!ie;rn r~1>.~S PO ... p S,6..1'1 D!EGO, CAllf'OflN!A 92 110 <'£1-;!) 2li1 0707
3088 o;o PteO r.mr .. E C,Hil.S8.AO, CAUr.Qftt,OJ; ~2().{;f!a [!l ;Q} n~ .196'-'
365 S. AA~MO SANTA FE RD. SAN M-'RCOS. CA. 92009 ffiH,) 7◄4·◄WC
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PROFILE.
$:ALES: HORZ. I" ~40'
VERT. t•:: 4'
WATER DATA
5
M} DELTA ORBRG. RAD/VS LENGTH
C, N. 28°25' 37"E. l6. 42'
REMARKS
lo/'A.C P(Cl-150!
II f2 N.61'34'23"W 1203' -~_,_ ______ ___,
~r.'iE'.-'f~N"'. Z~l'l::.·.::2:::5:...'.:'.3.!...7...:'E::..4 ___ , ___ Z3L!?O' +-'-' --"-~·' -"---1
(4 N. 5"55'37'E. 114.33' " " II
I
6 7
£ENGH MARK
DESCRIPTION:
B
C0tlCRET[ I\0NUMENT 111TH STANDARD
DISC STAMPED "ECR 15" •.
~8tI~%i~H OF lHTERSECTION Of EL
CAIUNO REAL ANO PALOMAR AIRPORT
.ROAD, EAST SIDE Of EL CAMINO
REAL, ALONG FENCE LINE. RECQRD FROM: .
SAN DIEGO COUNTY PRECISE SURVf.Y
LEVELS (R.S. 1800-ll. .
ELE:Y/.TIQN:. 296.48 ll:AIU!I: .· u.s.c. & G.S.
Ef/1
TP. 37Z 60 (f PROP tz•f'r.C.
SEWER PROFILE
SCALE' HORIZ. !"=401
VERT. 1"=4'
t
CONG LUG
STORM ORAlN. PROFILE
SCALE, HORlZ. 1"=40'
VERT. I" =4'
PRIVATE CONTRACT
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CARLSBAD OAKS BUSINESS CENTER
GENERAL NOTES
1. DUE TO REPROGRAPHIC PROCESSES THESE PLANS MAY NOT BE ACCURATE
TO SCALE. THEREFORE CONTRACTOR SHALL NOT SCALE DRAWINGS.
2. CONTRACTOR SHALL CLOSE ALL DIMENSION STRINGS ANO OTHERWISE
VERIFY ALL DIMENSIONS. CONTRACTOR SHALL NOTIFY ARCHITECT OF
ALL DISCREPANCIES PRIOR TO COMMENCING WORK.
3. ALL WORK SHALL CONFORM TO THE UNIFORM BUILDING CODE, 1982
EDITION, ANO ALL LOCAL CODES HAVING JURISDICTION OVER THE
WORK INCLUDING BUT NOT LIMITED TO THE N.E.C., U.H.C.,
U.P.C.
4. SHOULD ANY CONDITION ARISE WHERE THE INTENT OF THE DRAWINGS IS
IN DOUBT OR WHERE THERE IS A DISCREPANCY OR APPEARS TO BE AN
ERROR ON THE DRAWINGS BETWEEN THE DRAWINGS AND THE FIELD
CONDITIONS, THE ARCHITECT AND THE STRUCTURAL ENGINEER SHALL
BE NOTIFIED AS SOON AS REASONABLY POSSIBLE FOR PROCEDURE TD
BE FOLLOWED.
5. LADDERS: CONSTRUCTION SHALL CONFORM TO STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS "GENERAL INDUSTRY SAFETY
OROER", TITLE B.
6. STRUCTURE HIGH PARTITIONS CREATING DRAFT STOPS COMPLY WITH
USC SEC. 2518 !fl, A !iii) AND B. (iiil.
7. DRAFT STOPS AS A PART OF TENANT IMPROVEMENT PERMITS SHALL
COMPLY WITH SECTION 2516 (F.5] OF THE U.B.C.
8. ALL EXTERIOR FERROUS METALS SUCH AS WEl.O PLATES, PIPER RAILS,
ETC. SHALL BE PRIMED ANO PAINTED AS SPECIFIED.
S. EXIT ILLUMINATION SIGNS SHALL BE A PART OF TENANT
IMPROVEMENT PERMIT ANO IN CONFORMANCE WITH U.F.C. SEC.12.113
AND 12.114 AND U.B.C. SEC. 3313 ANO 3314.
10. ALL ROOF MOUNTED EQUIPMENT INSTALLED UNDER TENANT
IMPROVEMENT PERMIT SHALL BE SHIELDED BY SHELL BUILDING
PARAPETS.
11. LAYOUT OF CONCRETE TILT-UP PANELS TO BE CAREFULLY
COORDINATED WITH ARCHITECT ANO STRUCTURAL ENGINEER.
12 •. BRACING ANO TEMPORARY SUPPORTS SHALL BE PROVIDED AS REQUIRED
TO HOLD THE WORK SECURELY IN PLACE ANO TO SUSTAIN ALL LOADS
INCLUDING THOSE THAT HAY OCCUR DURING ERECTION ANO UNTIL
SUBSEQUENT CONSTRUCTION IS ADEQUATE TO REPLACE THE TEMPORARY
BRACING. [PANELS ARE PERMANENTLY CONNECTED).
13. ALL SHORING AND BRACING SHALL BE IN ACCORDANCE WITH CURRENT
REQUIREMENTS OF CAL o.s.H.A., THE INDUSTRIAL ACCIDENT
COMMISSION OF THE STATE OF CALIFORNIA ANO OTHER PUBLIC
AGENCIES HAVING JURISDICTION.
14. COMPACTING REPORT SHALLBE SUBMITTED TO AND APPROVED BY
BUILDIN DEPARTMENT BEFORE FOUNDATION INSPECTION.
15. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED ANO THE
BUILDING SHALL NOT BE USEO FOR ANY PURPOSE UNTIL EXIT ANO
TOILET FACILITIES ARE PROVIDED
16. ROOF DRAINAGE SYSTEM WATER FROM BUILDING SHALL NOT FLOW OVER
PUBLIC PROPERTY.
SITE DEVELOPMENT
HANDICAPPED ACCESSIBILITY NOTES
1. ALL WALKS OR AREAS ACCESSIBLE TO THE HAND!CAPPEO SHALL HAVE
A MINIMUM WIDTH NOT LESS THAN 48" ANO A MAXIMUM SLOPE IN THE
DIRECTION OF TRAVEL NOT GREAER THAN 5% (1:20). CROSS
SLOPES SHALL NOT BE GREATER THAN 2% 11/4:12). ABRUPT
CHANGES IN LEVEL SHALL NOT BE GREATER THAN 1/2". WALKING
SURFACES SHALL BE SLIP-RESISTANT.
2. ALL WALKS OR AREAS ADJACENT TO EACH ACCESS ODOR SHALL HAVE
LEVEL AREA HOT LESS THAN 60" X so~, WITH AT LEAST 24ll WIDE
LEVEL AREA EXTENDING TO THE SIDE OF THE STRIKE EDGE Of THE
DOOR.
3. EACH PARKING SPACE RESERVED FOR THE HANDICAPPED SHALL BE
IDENTIFIED BY A PERMANENTLY AFFIXED REFLECTORlZEO SIGN
CONSTRUCTED OF PORCELAIN ON STEEL, BEADED TEXT, OR EQUAL,
DISPLAYING THE INTERNATIONAL SYMBOL Of ACCESSIB!LlTY. THE
SIGN SHALL NOT BE SMALLER THAN 70 SOUAREINCHES IN AREA ANO
SHALL SE CENTERED AT THE INTERIOR ENO OF THE PARKING SPACE
AT A MINIMUM HEIGHT OF 80" FROM THE BOTTOM OF THE SIGN TO
THE PARKING SPACE FINISHED GRADE, OR CENTERED ON THE WALL AT
THE INTERIOR ENO OF THE PARKING SPACE AT A MINIMUM HEIGHT OF
36" FROM THE PARKING SPACE FINISHED GRADE, GROUND, OR
SIDEWALK. SLOPES SHALL NOT EXCEED 1/4"/FT. IN ANY
DIRECTION,
4. A SIGN SHALL ALSO BE POSED, IN A CONSPICUOUS PLACE, AT EACH
ENTRANCE TO THE OFFSTREET PARKING FACILITY, NOT LESS THAN
17" BY 22" IN SIZE WITH LETTERING NOT LESS THAN 1" IN
HEIGHT, WH!CH CLEARLY ANO CON$PICUOUSLY STATES THE
FOLLOWING;
5.
6.
7 •
"UNAUTHORIZED VEHICLES NOT DISPLAYING DISTINGUISHING "W5·
PLACARDS OR LICENSE PLATES ISSUED FOR PHYSICALLY HANOICAPl1,IHI,, ".
PERSONS MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED '"'T.. ">
VEHICLES MAY BE RECLAIMED AT _____ OR BY TELEPHONING f -------·" . ,
THE SURFACE OF EACH HANDICAPPED PARKING SPACE SHALL •• A
SURFACE IDENTIFICATION DUPLICATING THE SYMBOL OF ~-
ACCESSIBILITY IN BLUE PAINT, 4' SQUARE, LOCATED PER GAG T-
24, SECTION 2.
IN ADDITION TO ALL LOCAL CODES, HANDICAP REQUIREMENTS SHALL
COMPLY WITH THE CALIFORNIA ADMINISTRATIVE CQOE, TITLE 24,
LATEST APPROVED EDITION.
IF HORE THAN ONE TENANT OCCUPIES THE BUILDING, EACH TENANT
SPACE HUST COMPLY WITH HANDICAPPED ACCESSIBILITY.
FIRE NOTES
1. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT
THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. NO
DEADBOLTS, NO SLIDING BOLTS, ETC.
2. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SHALL BE
SUBMITTED TO THE FIRE MARSHALL FOR APPROVAL PRIOR TO
INSTALLATION.
3. THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL
COMPLY WITH THE U.B.C. STANDARD NO. 38-1.
4. ALL FIRE ALARM SYSTEMS SHALL BE INSTALLED lN COMPLIANCE WITH
CODES AS FOLLOWS: C.A.C. PART 3, T-24 ARTifLE 3-780 ANO
U.F.C. APPENDIX III-C.
5. INTERIOR FINISH SHALL COMPLY WITH CODES AS FOLLOWS: U.F.C.
APPENDIX V1-C ANO U.B.C. CH.42.
S. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-
RETAROANT CONDITION.
7. BUILOING OCCUPANT SHALL SECURE PERMITS REQUIRED BY THE FIRE
DEPARTMENT FROM THE FIRE PREVENTION BUREAU PRIOR TO OCCUPYING
THIS BUILDING.
B. BUILDING NUMBERS SHALL BE EASILY VISIBLE ANO LEGIBLE FROM
THE STREET OR ROAD FRONTING THE PROPERTY.
9. .i!JlRTABLE FIRE EXTINGUISHERS SHALL BE A PART OF TENANT
I"JPROVEMENT PLANS ANO SHALL BE A MINIMUM OF 2A-10 8:C PER
SllDO SF WITH A MAXIMUM DISTANCE BETWEEN EXTINGUISHERS OF
7-'f;;f.
10. FIRE HYDRANT LOCATIIU'<S SHALL BE APPROVED ON SITE BY F!RE
DEPARTMENi PRIOR TO INSTALLATION.
VICINITY MAP
SITE
(
REFERENCE SYMBOLS GRAPHIC SYMBOLS SPECIFICATIONS PROJECT DIRECTORY
COLUMN LINE REFERENCE
("1"\ DETAIL NUMBER
~'----SHEET NUMBER
0
0
0
m
SECTION LETTER
SHEET NUMBER
DOOR NUMBER
WINDOW LETTER
COLOR AND MATERIAL INDICATOR
110011 NUMBER
', 1/( 4>. ... ,,,,,. . '3"
A--
2+---INTERIOR ELEVATION
SHEET NUMBER
-··-
l ,< • --
'
I-..
I re::::::: 1
PROPERTY LINE
DIMENSION TO FACE
DIMENSION TO CENTERLINE
CONCRETE
CONCRETE BLOCK WALL
METAL STUD WALL
EARTH
PLYWOOD
BATT INSULATION
WOOD, FINISHED
WOOD, FRAMING
WOOD, BLOCKING
THE SPECIFICATIONS, SEPARATEtY .BOUND, ARE
AN INTEGRAL PART OF THESE DOCUMENTS
GENERAL CONDITIONS
SUPPLEMENTARY CONDITIONS
1. GENERAL REQUIREMENTS
2. SITE WORK
3. CONCRETE
4.MASONRY
5. METAL
•
8. WOOD AND PLASTICS
7. THERMAL AND MOISTURE PROTECTION
8. DOORS ANO WINDOWS
9. FINISHES
10. SPECIIL TIES
11. EQUIPMENT
12. FURNISHINGS
13. SPECIAL CONSTRUCTION
14. COHV1:YING SYSTEMS
15. MECHANICAL
18. ELECTRICAL
•
CIVIL
STRUCTURAL
MECHANICAL/
PLUMBING/
ELECTRICAL
LANDSCAPING
SOILS ENGINEER
R{CK ENGINEERING
365 S. RANCHO SANT A FF: ~D., srE. 100
SAN MARCOS, CALIFORNIA 92069
(619) 744-4800
BURKETT & WONG
3434 FOURTH AVENUE
SAN DIEGO, CALIFORNIA 9?.103
{1519) 299-5550
KROMMENHOEK/MC KEOWN & ASSOCIATES
P. 0. BOX 82208
SAN DlEGO. CAl'IFORNIA 92t3B
(619) 276-7710
GtLLeSPie DE LORENZO, ALSA & ASSOCIATES
3733 SIXTti AVENUE
SAN DIEGO, CALIFORNIA 92103
{619) 295---5115
SAN OTEGO GEOTECHNfCAL CONSULTANTS, JMC..
645~ NANCY RIDGE DRIVE, SUITE 200
SAN DIEGO, CALIFORNIA 92121
(619} 581-0250
KROMMENHOEK/McKEOWN & ASSOCIATES, A.I.A.
Architecture / Planning
1515 Morena Boulevard
Telephone (619) 276-7710
INDEX OF DRAWINGS
CIVIL
C-1 GRADING PLANS
· C-2 GRADING PLANS
C-3 G~ADING PLANS
-~~ -~~.----""·-------..,, _,,_~--. '---:::., \ ~~ ~l
/ LANDSCAr~~? ..... -· ,,_-,-<::;..~--:...----·
.,;;-,., b • '":!!'iiffr&£J>:1'E-CONSTRUCTION & STAKE PLANTING
L-2 IRRIGATION PLAh
L-3 PLANTING PLAN
L-4 IRRIGATION & PLANTING & DETAILS
L-5 IRRIGATION & PLANTING SPECIFICATION
ARCHITECTURAL
,\-1
A-2
'A-3
A-4
A-5
A~6
A-7
A-8
A-S
A-10
. .A-11
A-12
A-13
.A-1 <I
A-15
A-16
SitE/ROOF PLAN, DETAILS
PARTIAL FLOOR PLAN -NORTH
PARTIAL FLOOR PLAN -SOUTH
EXTER.IOR ELEVATIOKS
BUILDINS SECTIONS, WALL SECTIONS
WALL SECTIONS, .DliTAILS
TOilcT ROOM ENLARGED PLANS, INTERIOR
ELEVATION
INTERIOR ELEVATIONS, PARTITION DETAILS
REFLECTED CEILING PLAN -NORTH
REFLECTED CEILING PLAN -SOUTH
DOOR SCHEDULE, FINISH SCHEDULE, COLOR
SCHEDULE
WINDOW ELEVATIONS
SHELL DETAILS
DETAILS
DETAILS
CABINETWORK
STRUCTURAL
S-1 ;
S-2: s-a,
· S-4,
S-5,
$· 6; s~· 1,
6--8:
8-9;
D--1Q:,
L .e; .
GENERAL ■OTES AND TYPICAL DETAILS
fOUNUATIDN PLAN -NOHTH
fOeNt~ATION PLAN -SOUTH
AOO~ f.AAMING PLAN -~ORTH
RUOF FRAMING PLAN -SOUTH
TJLT·U? PANEL ELEVATIONS l-40
f'ANLL ELEVATIONS
FOUNDATION OETA!LS
fH/\M)N(i Df:TAlLS
HtAHHIG DETAILS
PROJECT DATA
GOVERNING AUTHORITY
CITY OF CAALSBAD
LEGAL DESCRIPTION
LOT B OF MAP #10372
DEC. 13 APRIL 1882
ADDRESS
.LOT 8 CARLSBAD OAl'.S BUSINESS PARK . ; .
~ /:-DICER AV.EIIUE WEST, CARLSBAD, CALlFDRIIIA
LEGAL OWNER
1AISER ELECTRO-OPTICS
b070 AVENIDA EttC:NAS \
CARLSBAD, CA 92JOE
-n.i... , 4-=<>6 -4z,;,
LAND AREA
~-.2 AC!iES
San Diego, California 92110-3784
MECHANICAL
M-1 JIECHANICAL NOTES, LEGEND, DETAll..6,
CONTROLS g .SCHEDULES
.14-2 MECHANICAL PLAN NORTH
·· 11--3 ME.CIIAWlial PLAJI 60\ITlt
PLUMBING
P-1 p-2
P..3
P-4
.P..5
SITE PLAN & DETAILS
SCHEDULE, LEBEND, CALCULATIONS
PARTIAL FLOOR PLAN -NORTH
PARTIAL FLOOR PLAN -SOUTH
.EN LARS ED TOlLE.T . ROOM PLAII
ELECTRICAL
& DETAILS
E-1 ELECTRICAL SITE PLAN, LEilEND, SENERAL
NOTES
-£-2 . ~-a
E-4
l!-5
E-6
E-7
E-8
NORTH LIGHTING PLAN
SOUTH LIGHTING PLAN
NORTH POWER PLAN
SOUTH POWER PLAN
ROOF PLAN, LlSHT SCHEDULE, DETAILS
LOAD CALCULATIONS & SINGLE .LINE DIAGRAM
PANEL SCHEDULES
BUILDING OCCUPANCY
S-2: MANUFACTURING/OFFICE FACILITY
ff-2: CHEMICAL STORAGE ROON #134
BUILDING CONSTRUCTION TYPE
TYPE III NR SPRINKLERED
BUILDING DESCRIPTION
1 STORY, 22'-H!Gtt TILT-UP MANUFACTURING ANO
OFFICE BUILDING FOR KAISER ELECTRO--OPTICS, lNC.
. AflEA OF CONSTRUCTION_
47,633 SO. FT.
PARKING
STANDARD 108
COMPACT 5
·uANDICAPPED a
TOTAL 116
· 4LLOWABLE AREA OF BUitOING: ''72,000 S.F. PER SECTION
606-2, 3lcJ, BUILDING WILL
BE PROVIDED WITH AN APPROVED
-AUTOMATIC SPRINKLER SYSTEM
.THROUGHOUT AKO SURROUNDED.
tND ADJOINED BY PUBLIC
SPACE, STREET OR VAROS NOT
LESS THAN 60 FT. IN WIOTH ON
THREE SIDES.
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4RCHITECTS:
WT-LU.AM C KR0;.IM£MH0£l( "--'·A_
C 4862
JOHN M. McXEOWN A I A.,
C 6617
Co yr•g!",t.: 1,:;1 lb 7 /
Kro~McKeovrn & Associates, A.t.A_
A(i ideas. designs. and arrangemen!s 1r1d1-
cated on these -ctraw:ngs are rne property
:Jf Krommenr1oe"' McKecwn & Associates
and are interdeo to oe used 1r. conr.ecf:on
•h1th this spec;t1c project only and s!'l.aH not
otherw,se be useo for any ourpose whatso-
ever without tt1-e wr,Heri consent of the
:m::h;tects There shaH be no cnanges or
,:1e,.,1at1ons horn tt1ese drawn:gs or Hie
:;::;co1"'par.y1r.9 s::;ec.1f1cat1Grs w,t)cout Jrl-e
Nritten cOnsen! o! me arcr11tects
CONSULTANTS,
REVISIONS:
PROJECT,
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PROJECT ..a,, 8&·!i7
SHEET Tme,
TITLE SHEET
100? iv'J !
SHEET NO.
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DRIVEWAY AND PARKING
@ EXPOSED AGGREGATE PAVING
EXPANSION ____ JOINT
AT 60'-0' O.C.
•
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IN0T.PL.1.. !:W5~ 410,-
foiNTeD
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CONSTRUCTION NOTES: GENERAL
I
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I. ALL CONSTRUCTION SHALL CONFOR.1\1 TD MINIMUM SPEClFICA TIONS \
AND REQUJREll1ENTS OF THE CITY OF CARLSBAD.
2. PERMITS FOR ANY CONSTRUCTION DEPICTED IN THESE PLA.."l"S SHALL
· BEOBTAINEDBYTIIECONTRACTOR.
3. •-ALL CONCRETE SHALL BE 2000#MlX MINIMUM. -
4. CONTRACTOR SHALL SHIELD EXISTING WORK WlTii VISQUEAN TO
PREVENT SPLATIBR!NG OF CONCRETE OR MORTAR.
QHP!tfhiR rWPRQV_t&,
, 6. ALL PLA"l"TERS ENCLOSED BY GARDEt"l \V AU. SHALL BE BACKFILLED TO
WmnN 2" OF TOP OF WALL WITH SE'ITLED TOP SOIL. PLANl'ER WALL IS
.,, BY OTIIERS AND CONTRACTOR SHALL VERIFY THAT DRAINAGE IS
PROVIDED AND NOTIFY LANDSCAPE ARCHITECr OF ANY DISCREPENOES.
-7. ,SEElRRIGATIONPLANFORSLEBVING UNDERFLATWORK.
CONSTRUCTION LEGEND
.,SYMBOL DESCRIPTION
EXPANSION JOIN"'I'
RADIUS
ALlGN
TYPICAL
DlRECTIONOFDRAINAGEFl,DW
1%MINIMUM
·NORTH
ARCHITECTS:
WILLIAM C. KFtOMMENHOEK A.LA.
C •862
JOHN M. McKEOWN A.LA.
C 6617
· '.:'.opyright'-14 'f;i 1
--<.:rommenhoek 1McKeown & Associates. A.I.A
CONSULTANTS,
CiD
{i HJesph•Pel..br-~~:!~
ASLA & Aiisa,eialet1 be •
Ulnd PlilMlifi.i,
(619,J 295.JlJj
REVISIONS,
& 6·1'2-·3-;
« PROJECT, ·,-' '
KAISER
ELECTRO
OPTICS
DRAWN,
CHECKEO,t=;.C.T-
PROJECT NO,, 86-270-2
SHEET TITLE'
LANDSCAPE
CONSTRUCTION &
STAKING
PLAN
SHEET NO.
L-1
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IRRIGATION LEGEND
SYMBOL DESCRIPTION MEG. . MQDEL GfM. £SI. RADIUS.
0
d
0
•
0
()
181
I.I
~
~
/).
• •
□
0
~
@
{ID
10. ,. ...
QUARTER TURF SPRAY
'llilRD TIJRF SPRA y
HALF TURF SPRAY
FUlL TURF SPRAY
QUARTER TURF SPRAY
HALF TURF SPRAY
·END STRlP TURF SPRAY
SIDE srRll' TURF SPRAY
QUARTERSHURB SPRAY
1HlRD SHRUB SPRAY
HALF SHRUB SPRAY
RllL SHRUB SPRAY
:RAlNBIRD
.. 'l0804-12QSAM
11804-I 2T SAM
:I804-12H SAM
.65 . 30
.87
1.3
1804-12F SAM 2.6
1804-BQ-FLT SAM .4
l804-8H-FLT SA."1 .8
· 1804-lSEST SAM .61
1804-!SSST SAM I .2 I
1806--1 OQ-LA SAM .4
1806-lOT-LA SAM .52
1806-IOH-LA SAM · .8
1806-IOF-LASAM 1.6
1806--lSEST SAM .65
1806--lSSST SAM 1.21
30.
30
30
30
30
30
30
30
30
30
30
30
30
1806-SH-B SAM 1.0 30
1.
END STRIP SHRUB SPRAY
SIDE srRll' SHRUB SPRAY
HALF SHRUB BUBBLER
REMOTE CONTROL VALVE EFA-CP-PRS-sEEPLANFORSJZE
QUICK COUPLER VALVE 44RCW/44K ·
R.P. BACKFLOW PREVENTER RPA ISO · ·
AUTOCONTROI.LER_ JWNl,fASTJlR RME-24 Pl;REST~MQYNT
BALL VALVE NIBCO T-580 (LL'ffi SlZE)
WATER MEI'ER(EXISTJNG)
-----CLASS 315 PRESSURE LINE (BURY 18" BELOW FINISH GRADE)
CLASS 200 LATERAL LINE (BURY 12" BELOW FINISH GRADE) 314" MlNlMUM
--·--SCHEDULE 40 SLEEVE-SIZE TWICE DIAMETER OF PIPE
_.,__...;· CONTROILERSfA.NO.
\.r:;:;L GPM
'---..--VALVESJZE
For irrigation notes see sheet
For irrigation details see sheet
L-4
1--1
IRRIGATION NOTES;
1. CONTRACTOR SHALL VERIFY STATIC WATb"R PRESSURE IN FIELD PRIOR TO
COMMENCEMEl'i"I' OF WORK AND NOTIFY LANDSCAPE ARCHITECT OF ANY
DISCREPEl'ICY.
2. CONTRACTOR SHALL VERlFY SITE CONDffiONS PRIOR TO COMMENCEMENT .
OF WORK AND NOTIFY LANDSCAPE ARCHITECT OF ANY DlSCREPENCY.
12'
12'
12'
10'
10' .
4'Xl5'
4'X30'
10'
10'
10'
10' ,,,,'
4'X15'
4'X30'.
5'
· CO,'ffRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY SUBS1Tlu71QNS --·
OR OWNER INITIATED CHANGES. . --
4. . CONTRACTOR SHALL RUN TWO (2) SPARE CONTROI...WIRES-TI!RU ENTIRE SYSTEM.
---------------
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ARCHITECTS:
WILLIAM C, KROMMENHOEK A.I.A.
C •862
JOHN M. Me KEOWN A, t A,
C 6617
Copy,ight' 1"i<b1
"-.rommenhoek/Mc::tleown & Auociatet, ,I\_I_A
AH ideas, designs, and artangeme-nts 1nd1•
cated on these drawing$ are the property
of Krommenhoek 1McK&0wn & Associates
and: are il"ltended to be usect in connect1or.
.,,,1th this specific pro1ect only and shaii not
-citherwise be used for any purpoae what&O•
ever without the wnt1en consent of toe
architects There shall be no changes Of
c;eviations from these drawm~s or the
. ::ccompany-ing s.p.ec1f1ca1ions without the
sr:tter. consent ot the architects
CONSULTANTS:
ao
GlllHpl•~DeLtttuH
ASLA le-.ANOd•tes. la-e.
Lan4P .......
REVISIONS:
· PROJECT:
KAISER
ELECTRO
OPTICS
DR-
PROJECT NO.• 86-270-2
SHEET TITLE•
Irrigation Plan
SHEET NO.
L-2
5/ 1/87
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. . . . .
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.... . . .
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AVENUE
---------~-
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' I l I I
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I j 1 · l! I I ' I ' I I i I I I I I. I ' I I I ' I ' ' I I I ' I I i I
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1t,i,1;t,, U"U6'-A,-i-l\ll L-1.-e:A
• For planting notes see sheet 1.-1
. For planting details see sheeti.,'1 ·
NORTH·
1·=20·-o"
ARCHITECTS:
WtLLIAM C. KAOMMENHOEK 14. LA.
C •&62
JOHN M. Mcl<EO"""' A. I. A .
C 6617
". opy<ighl' 1 "'! 'b1
~:rommenhoek1McKedwn & Aasociates, A.I.A.
A!I ideas. <tesigns, and arrangements indi-
cated on ttiese drawmgs are tne property
'JI Krommenhoek/McKeown & Associates
a;11d ate tntended to be u:seo m co-nnectio!"I
?1"1tl'! th!S spec_,fic proiect only and shall not
c,therw!se be veed for any purpose whatso-
ever without the wntten consent of the
architects. There s.hail be no changes or
oev,attons from these draw,ngs or the
accompar,y1ng spec:f1cat1ons with-out the
witten consen! of the architects.
CONSULTANTS•
CHlupfe-DcLor.t ■ff
AILA A A.-oda-tq, Ju.
LMd P'-nint.
IAtwlscape ~~
S-Dwr, CA 92101
REVISIONS,
· PROJECT,
KAISER
ELECTRO··•
OPTICS
DRAWN: Lk:..G
CHECKEO,
PROJEC'f NQ: 86-270-2
SHEET TITLE•
,Planl:ing
Plan
SHEET NO.
L-3
. ., ,.
C f t If"'"" r,~ r I'--I (i." .•. r I"·~
('-,;
~-,
IC • ._,.,.
F''-'
(t ~~·-;,,
• -cc ~
C
't"' T'~e
N a,
ct ·-,:;; ...
0 ,.,,,
•=·--· (ti u
~ 0
C, '
C' t
•--·· C:
C m
Cf;;
h
"C ...
ffi > (I} .,.,.,,
::i
C m
ffi
C
Ci.)
a..,
C :,;;
LO ,...
. I.O ' ,-
• ;Jj/111,J,;,t
:C.-~,
.
.
i
LODGEPOLE PINE_ li .
. TREE STAKES -24 OEEF
. •c1NCH-TIES•-NAlt.:EACH
TO TREE STA~E
BACKFIL I
-SEE SPECS,t
-\ PLANT PltS 8!4AL.L __ _
1'woc2>'11MES_ THE SIZE
'OF THE ROOT BALL.IN
ALL DIMENSIONS
F1RM BAfll!l
z• HIGH WATER BASIN
REMOVE AT FIN,
GRADING
-SHRUB Pi.ANTING . f?ET ~IL
~ . ' ..
TREE PLANTING AMOS
.
2. i>L Y RUBBER REINFORCED
GARDEN HOSE 1/2' TO 3/4
COVER WIRE
. GUY WIRES OF DURABLE
ZINC COATED IRON N0.9
GAUGE WIRE
a• BASIN -REMOVE ,
AT FINISH GRADING \
4• PERF. DRAIN LINE
2/36" & SMALLER
· 4/42" & LARGER
STAKING DETAIL
fA ALL TREES 20n OR LARGE~
-SHALL BE GUYED AS HERE
DESCRIBED INCLUDING
MUL Tl-TRUNK SPECIMENS
FINISH GRAD.
GUYING STAKES OF ___ _
·2•x••x2·-a• REDWOOD
THREE STAKES REQ'D
SPACED EQUALLY
AROUND TREE MIN;_2•
SPECIMEN TREE GUYING BELOW FINISH GRADE
\
. -1t--1t--,1
. *--I-': '{4,---~-I ' -
*-·-H-¥.+-
EQUAL
ALL GROUND COVER. TO Bl! PLANTED.
· AT EQUAL TRIANGULAR SPACING PER
ON CENTER SPACIHO
GROUND COVER PLANTING
FINISHED GRAOE-2•· BELOW
VALVE"JWX TOP ___ _, __ -. ·---
VALVE 8 WITH LOCKINGl:.ID
· GREEN. PLASTIC SOX
'PEN -TTre' WIIE CONNECTOR
' t2"DIAMn'ER WIRE LOOP
.PVC MALE ADAPTOR
pYC,SCK 40 NPPLE:
-. ~ PVC TEE 0A £U..
UNION:
C MALE ADAPTOR
VC LATERAL (CLASS 2001 '
. ' REMOTE·CONTROL VALVE.
\
,
R.P.SACkFLOW_ PREVENTER
GATI! VALVES (2) ----
V-STRAINER. ---
PRESSURE !IEGUI.AT()A
3" BllASS Q>Pt.£8 1-t -
) \
SRASSiU.8 (2) 7-t;JCl!.....J~
BRASS ~(2.<.if-,!,.,
BllASS UNIONS (i>·---
B!IASS RISERS 121· ---r , -· ,,_
WATER SUPPLY~·-➔ ,-"-';fr/';'"
1-forc, tJ1-'/1T F/<e56URe
Rl!!qUL.Ji TOP-iF STATlc_,
PSI ,._T f'~. ht,.#oe,<Z
"10.
l'K. BRAOli
"
)'VC l5U8 (:,)
-· CO!IC!ltlTE FOOTIIIG&
2CU. FT. EACH i
-.
R.P. BACKFLOW PREVENTER
NOTE: AU. WIRING TO 8£
INST ALI.ED PER LOCAL CODE"
I CONTROLLER; INS'[A4, __ Ff1Z-
MANUFAC1URER'S _ ·
RECOMMENDATIONS
...---PEDESTAL CABIET
---CONTROL WIRES
_,.,.,--BUNDLE ·eveRY 10'
_e· TYPICAL: 4 s10es
. :
Bat.TS!
~;;i.....:.,.;,,,-I'--'--, ',,---=---coNC. FOOTING
I.. 1 AS REQD. L .i-
120 V. POWER
----·-t . .. ..---.
PEDESTAL MOUNT. CONTROL:LER/
FINISHED GRADE------....
QUICK COUPLER'VALVE---'---....
.. PVC SCH. 80 NIPPLE------.__
,.
QUICK COUPLER VALVE
GATE VALVE
1/2"
' .
i
' -. : _.
--..
•
•
/
•
..
I
I
' . ..
;
I
•
ARCHITECTS:
Wlll.lAM C, KROMMCNHOEK A. i. A.
C 4862
JOHN M. McKEOWN ><. I. A.
C 6617
·:opyright' 14 t1J
"\rommenhoek,McKeown & As'&Ociates, A,a.A
· Ali ideas, des:Jgns, and arrangements iricti-
::at~d on these drawings are the property
-'Jf KrnmmenhoekJMcKeown & Associates
':1nd are intended to he used in connection
. nith this specific project only and shall riot
;:herwise be used for any purpose wtlatso-
-::-ver without the written consent ot the
::;rchitects. There shall be no changes or
:1evfattons from these drawings or the
' 3ccompanying specifications without the
.witten consent o1 the architects.
CONSULTANTS:
(ii)
GHluplti•De-LONIUt•
ASL.A & Assodllte.s., lac.
/An,l p,-.,,
Land1capt1, ArcluUdlln
31JJ Si:alt A VffllH'
Sm. Oiqo. CA 92103
{619) 295-JJlj
REVISIONS:
KAISER
ELECTRO
OPTICS
SHEET TITt.E<
PLANTING & IRRIGATION •
DETAILS
SHEET NO.
L-4
. ··: -.. :.~ .. -~%J;f\'.~ifi)-'.f,f',
5,
·: .;,c. • .,,..~ ,.: '' t .' -'
. """' C .;;;;,. , ~ ...i
-;.-..J C re ..,. c..c-. -
2.
GENERAL NOTE$
ALL LOCAL. MUNlCiP AL AND STATE LA\\'S, RULES AND REGULA TlONS GOVERN;NG OR
RELATING to ANY PORTISN or TI-Its WORK AR£ HEREBY INCORPORATED INTO AND MADE A
PART or THESE SPEC!FlCAT!ONS AND THEIR. PROVISIONS SHALL BE CARRIED OUT BY l'HE
CONTRACTOR.
. THE CONTHACTOR SHALL VERIFY THE. LOCATIONS OF ALL EXSTING UTllff!F.S_ STRUCTURES,
AND SERViCES BEFOP.E COMMENCING WORK THE LOCt,TIONS OF UTtt.mEs, STRVCTURES
AND SERViCE:3 SHO'-t.'N !N THESE PLAN-$ ARE APPROXll'JATF. ONLY. ANY OlSGREPAr-JClf:S
8E.1V✓EEN THESE PLANS AND ACTIJAt_ FlE:...D CONDITIONS SHALL BE REPORTED TO lHE
OWNER OR tANDSGAPE ARCHITECT PRIOR TO COMMENCING WORK.
IBF. CONTRACTOR SHALL PROTECT ALL EXISTING UT!UT1ES ANO FEATURES TO RfMA!N ON,
A."JO ADJACEt,fT TO, THE PROJECT S!Tf, DURING CONSTRUCTION. CONTR,l..CTOR. SHALL
REPAlR, /J..T HtS a,NN EXPENSE. ALL DAMAGE RESULTING FROM HIS OPERATIONS OP.
NEGLIGENCE.
3. 1HE OONTHAS'TOR SHALL OST AIN THE PERTINENT t':NGl)..!EE;:RlNG AND,00 ARCHtTECTURAl
Pt.ANS BEFORE BE:G!W~!hiG WORK
4. THE CONTP.ACTOR SHALL OBTA.lN ALL NECf.SSARY PERMITS REQUIRED lO PERFORr..t THE
WORK INDICATED HER£lN 6E:.FORE BEGlNNING WORK.
5. CONTRACTOR SHAlt ARRANGE FOR PAYMENT OF ANY PERMIT t'"E:ES. AND RELATED
EXPE.NSES, W!TH THE OWNER'S AUTHORIZED REPRF.3ENTATIV[.
LANDSCAPE SPRINKLER SPECIFICATIONS
1 , SCOPE QE WORK~
INClUDES All t.AB'.JR, MATERtALS. EQUIPMENT. ACCESSORIES. PERMil FEES, AND
INC[)f.NTAl.S NECESSARY TO CWP...ErE THE LANDSCAPE SPRINKLER SYSTEM AS HEREIN
SPE-ClF!ED AND !!IIDIC . .t.TED ON TI-IE DRAWING$.
z... EXPLM~AIION ANP reBCEtiJAGt OE THE DOCUMENTS:
FOR f:>UR!"'OSES OF VXARNESS AND LEGiBlLrrY, niE SPR11\/KLER SYSTFM LAYOUT lS
ESSENl iALL v DV\GPJ~MMATtG AND THE CON~CTOR SHALL VERIFY THIS iNFOP.UA T!:)N AT
THF. S-ITE. THE (;rnrrnt.GT OCY"..AJfllENTS ARE COMPL[M!:NTARY, AN!) THE WOPJ< CALLEO f(.\j..::;
lN ONE SHAl L BE E-!ND!N·3 AS IF CALLED FOR BY ALL.
3. INIE.NL.QF DOCUMENTS;
IT JS THE lNTEN'. or TH!S SPE.C1FICAT10N A."1/D THE DRAWINGS TO INSURE A FULLY COMPLETE
.lOB 1N .ACCORCM;C[ V/!T>--t THE SlANDAR'.:-5 OF QUAUTYOf MhTE-RiALS AND WC.8KMANSHiP
ESTABUSHED FO~. SP,;liNKLER SYSTE.M lNSTAL~TiON THE SITE C,...~DIT!ONS t,1.A.Y REGU!RE
ADJUSTM[Ni"S BY n:_;J) D\n[c-:·:oN TO OBTA!M THE OES!RED COVEt':A'-.:£"-SiJ(:f--,
AD,!USTt/~!~TS WlU. n::.:.ou>.~E w,::,0 :)iNPICN c,;-TH!:. lt..JST.t.,U_ATIG!\ V,'iTH Tea!f· (;',ti'.\'£?:$
REFF:E::-~-:-;1/,TI-.T. E'.J'" \;\')'...!_ N'..;"; EXCEEL' Ti--ir.' SC:'JPE OP THE WCJRK OtJ!~ «-;cc, ii;' THE
DRAWINGS AND SP!::CIF-IGATION$.
4 . MAllJ\!AJ.&c
6.
{A) 85'.PBOVAL ·
.A.LL MATERIALS 10B!:: NEW AND CJF THEC-'JAUlY HEREIN SPECIFIED. THE 01/'lNl::'.R
RESERVES THE RIGHT TO REQUIRE A l.!ST Of PROPOSED MA TER!ALS FOR APPROVAL.
(B) ~J.l£f...L..U:Rf~'.JHE UN"ES.
SHALL SE P.'1/.C, TYPE I, GRADE IL ~200a.ASS 3i5 AS MANUFACTURED BY LASCO
INDUSTRIES. OR APPROVED EQUAL (AND N.S.F, APPROVED).
(C) ~
TYPE. t_ GR.ADE 11 POL 'NINYL CHLORIDE. CLASS 200 P.SJ., EXTRUDED FROM
UNPLASTiCIZED VINYL CHLORlDE POL \'MER DESIGNATED P.V.C. 1200 S.OR 2> (A.S.T.M.
0~7B4-60T, CS256-63}. PER!",,-\ANENTLY .AND CONTINUOUSLY MARKED /G FOLLOWS-
NOM!NP..L PIPE. SIZE, EXTRUSION COMPOUND MATERlAL STANDARD Dll'i.£.NSION R,\TIO.
PRESSURE RA.TING AND MANUFACTIIRER-S NAME.
(DI SP.RJNKLER HE/\Di,c
SPRJNKLER HEADS SHALL BE M:IDEL AND TYPE INDICA THJ ON PLAN.
(El RISERS
AU RISERS SHALL BE SCHEDULE SO P,V.C.
. (F) EITTJN<lS
ALL FITTINGS SHALL BE SCHEDULE 40 PVC UNLESS 01HE.RWISE NOTED.
{G) SLEEVES:
A.LLSLEEVt"S SHALL BE SCHEDULE 40 P.V.C.1V/ICE THE OtAMETEROFTHEWORKfNG
PIPE. CONTROU.E-R W!RES 1-J.A Y BE RUN )N THE SAMi: SU:"fVE AS !RRIGA TKJN LINES,
!NSIAL~ATION
(Al SJANQ/\flDS OF !tlSTALLAT10N
MATERIALS AND WORKMANSHJP SHAU EOIJAL TI-1:E STANOARDSOF QUAUlY SPEClFIE.D
HEREIN AND SHALL CONFORM TO RF.:CCGN!ZED ST AND ARDS ESl ABUSHED FOR
SPRINKLER SYSTEM INSTAL.LJ.TION. MATERIALS AND WORKMANSHIP-SHALL BE IN
ACCORDANCE WITH LOCAL CODES AND ORrnNANCES OF LEGALLY OONSTiTUTffi
AUlHORfTIES. EXCEPT WHERE PROVISION:S OF THE SP'iC!HCATlONS EXCEED SUCH
REOUIRE-IAFNlS, THE SPECIFICATK>N SHALL GOVERN
(SJ CLOSJNG IN Ur:IINSPECTED WORK
NO LINES SHALL BE COVERED UNTIL THEY HAVf BEEN APPROVED AS TO TIGHTNESS.
QUNJTY OFWORt(MANSH-1?, COl'lfORM!NG TO THE SPECIFICATIONS . .A.NY WORK
CLOSED IN SHA!..l. 8E SUBJECT TO REOPEN!NG Of THE TRENCHES AT THE DlP.ECilON Of
THE LANDSCAPE A.9GHTTEGT.
(Cl l;XCAYATK>N ANO BACKFILL:
EXGA VA TE AS NECESSARY "!O PERMIT HANDLING AND INSTALLATION Of THE
SPRINKLER SYSTEM AND APPVRTENANGES TO TH[ DEPTHS S?E.C!F!ED. AFTER THE
tNSTAUAflON HAS BEEN TESTED AND APPROVED, BACKFILL W!TH EXCAVATED EAHTH
FREE OF CLODS. ROCKS-00 DEBRIS FOR ll--!E FIRST SlX (6) INCHES A."-10 COMP ACT.
BACKFILLING TO BE COMPLETED 1N C()MP-A.GiEO LAYERS. AREAS UNDER ASPHALT TO
Bl:. REPLACED SHAU. RECElVE 90".,;. COMPACTION,
(Ill r!Pf iNSTI\LI ATJQN:
MANUFACTURER'S SPEClf!CATK:>NS AND ACCEP1ED STANDARDS OF WORKMANSHIP FOR
HANDUNG, ASSEMBLING AND INST Ai.LING SHALL BE DEEMED A p ART OF nus
SPEClFIGAllON. TiiE PIPf SHALL BE DRY AND CLEAN, FREE FROM DENTS OR DAMAGE
AND PROPER';.. Y SUPPORTED TO AVOID UNDUE BENDING. OFFSETS AND CHANGE OF
OlRECl!ON SHAl.l BF BY FITTINGS, NOT BENDING.
MA!N SUPPLY PRESSURE LJNE
SPR!Nl\LER LATERAL LINE
SLEEVES
tEl SPRJNKLEB HfAO.S AND RISERS·
1s~ MINIMUM COVER
12" MINlMLIM COVER
AS tNDICA TED ON Pl.ANS
lNSTALl It-I ACCORDANCE WfTH DETA!i.,S Af)JUSTMENTOF ANGLE, ARC. RADlUS. AND
LOCATON TO ACHIEVE DESIRED CO.,/ERAGE SHALL BE MADE AS REQUIRED UNDER THE
DIAECTK)N OF 1l1E LANDSCAPE ARCHITECT OR Q'\f-JNER'S REPRESENT A TIV!:":.
(F} YALVt 8CXf$:
(1) GREE.N PLASTIC VALVE BOXES SHALL BE SET ONE !1t INCH ABOVE fl!\IISH GFLADE
IN GROUND COVER ARE.AS. EACH VALVE SHALL BE SET IN A SEPARATE VALVE
BOX.
(G; , CONTROL WrRtNG:
\1) CONNECT!()NS BETWEEN IBE OONTROLl.tR AND REMOTE CONTRO-.. VALVES SHALL
£!.E MAD€ WITH DIRECT BURlAL WIRE ANG-UF, EACH VA":...VE SHALL HAVE A
SEPAR.ATf WIRE COi.OR ALLSPLJCES SHALL BC MADE WITH 'PEN•Tfff:
CONNECTORS OR EQUAL
(2/ WIRING SHAU OCCUPY THE SAME TRENCH AND SfiAU. BE tNSTAI...LEO UNDER THE
?RESSUf!£. SUPPLY LINES W.--IER!=:-:VER POSSlBLL
(3) WHERE MORE THAN ON'f. i'!)VVfRElSPLA·:":;ED t,i A TRENCH. THE W1R!NG SHALL BE
TAPED TOGETHER Al lNTERVALS Of T\NEL VE P2} FEET AU. WIRES SHALL BE
tNSTA;_LED WFT:-1 TWO (2) FECT OF EXCESS W18E COILED AT THE. END Of-f.ACH WIRE
RUN.
{~} EACH CONTROt.LF:R SYSTEM SHALL HAVE TWO !2) SPARE CONTROl W!RE"S RUN
lHROLJG.H ENTIRE SYSTEM.
(Hi AUJOMAJIC CONJlJQJ.LER
11) CONTROLLER SHAU BE lNSTAf.l.EP V<IHERE INDICATED ON PL.AN
(2) OONTRAC10fi SHALl INSTALL GONTROU .. .EA PER THE DETAlLAND
w.NUF AC'IUREA'S RECOMMENDATIONS,
(l} CONTROL WIRE SH.l;ll BE SLtEVEO FROM CONTROU..ER TO MAiNUNE.
INSPECTJQ>!S AND TESTS
THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR INSPECTIONS .Ah'D,OR TESTS
REQUIRED BY AtfTHORfTiES HAVlNG JURISD!CTJON.
{AJ LMKAGE TfST:
-POt..41S Of CONNECTION AND SUPPLY UNES TO 'THE VAf. VES SHALL BE TESTED AT 125
PSl FOR FOUR (4) HOURS AND PROV8'1 Tt'.3Hl. AU. LATERAL LINES SHAU. 8-£ TESTED AT
DF.SiGN PRESSURE FOR ONE (ti HOUR.
(BJ COVERAGE JEST;
AFTER THE SYSTEM ts 1HOROUGHLY FI .. U.SHEO AND H-.F.Af,S INSik.l.EC AOJtJSTI,~,'TS
SHAi..L Bt: l.V.DE ToGr/E PROPER CI.JVERA3-E. THf CONTT¼CTOP SHA:. l. Fut,NISH AU.
MATERIALS AND PERFORM ALL WQRI\. REO':_HRED TO D...")RqfCT ANY INA.:.')EOUAC!ES OF-
COVERAGE.
7.
••
9.
1.
2.
3.
4 .
••
RECQJJP PBAW!IIGS:
THE: CONTRACTOR SHALL FURNISH TO 'THE OVVNER'S REPRESENTAllVF. A C',O?,·~PI.£TE 'AS·
·_-BUfLT' SET AS. ACOND!TION OF flNALAGCEPTANCE. LOCATK)NS. DEPTHS AND HEIGHTS
St{ALL BE MEASURED FROM PERMANENT ABOVf:-GRADE POfN1S. THE CONTRACTOR. SHALL
SUPPLY ON SEPIA $ET AND TWO BLUEUNE SETS_
QLEAN•\IP;
1HE CONTRA.GT OR SHALl.. REMOVr. HIS t.OUWMENT ANO LEAVE THE PREtAISES LEVEL AND
-FREE FROM EXCESS MATERIALS, RUBBISH, DEBR-IS. ETC.
!l U M!Aw:t.!'.'
TiiE INST ALLA TON SHALL BE GIJARANiEED AGAINST 0£::FECTl'v'E' MATEmALS AND
WORKMAN SH!? FOR ONE (1) YEAR FROM THE DA TE OF FtNAL ACCEPTANCE. ANY DEFECTS
SHALL & CORRECTED IN ACCORDANCE WTTH THE SPEctflCAl10NS AT NO EXPENSE TO THE
OWNER. ·
LANDSCAPE SPECIFICATIONS
liCOPE
REQUIRED· 1N THts SECTION SHALL BE ALL LABOR, MATERIALS, TRANSPORTATION,
SERVICES AND FACll mes NECESSARY OR INCIDENT AL TO 1HE. OOMPi.ETlON OF
LAt--lDSCAPiNG WORK SHOWN ON TI-!E DAAWtNGS ANO HEREINATTER SPECIFIED INCLUDING,
BUT NOT UM!TED TO, THE FOLLOWING: -
(A) PAf::PARATION OF EXISTING SOIL, 1NCORPORATING AU. N)OmVE.S. ~£RTILIZERS AND
TREATMENTS SP-EC1FiED.
(B) HNE GRADIHG
(C) SUPP-LYING ANO PLANTING All TREE, SHRUB, GROUNO COVER, PLANT MA TER!ALS A."1D
POTS.
(Di MAINTENANCE OF ALL PLANTS AND PLANTING AFTER COMPLETION AND APPROVAL FOR
PERIOD SPEClr!ED HEREIN.
YfililflCATJON OE QIMEHSIO~S ANO QUAHJlTIES
Al.L SCALED D!ME:NSIONS ARE AJ'PROXll<,f..ATE.. PJ.J-ff OUANTiTJES SHOWN ARE FOR n-iE
CONVENIENCE or THE CON1RACTOP. ONl Y. PLANT SYMfiOl.S TAKE P8ESiDENGE. BEFORF.
PROCEEDING WITH ANY WORi<:, TH!:: CONTRACTOR SHALL CAREF;JLL Y CHECK AND VERIFY ALl
DIMENSIONS AND QUANTITIES A~-lD SHALL IMMEDIAT£L Y INFORM THE LA~DSCAP~ ARCHITECT
OF ANY 01$CREPANCY BETWEEN THE DRAW\NGS OR S.bfC:FICAnot,;s JI..ND ACTUAL
COND!TIONS. NO \NORK SHAU BE-OONE IN ANY ARE.~ WHtRE-THF.RE IS ANY SUCH
D1SCREPA.t,;CY UNTll. APPROVAL FOR $AMF. HAS BEEN. GIVEN BY TH£ LANDSCAPE ARCHITECT
OR H\S RE-PRESENiAT!VE
CONTRACTOR SHALL SUBMIT SiiE REPRESENTATIVE SO!l ANAL YS1S ~EPORT(SJ FROM SOil
AND PLA~n LABORA10RY {t12 s. LYON, SANTA ANA. CA 9277'\. (7i4} 558-S:ro) TO THE
LANDSCAPE ARCH!TECT PRIOR TO eot,,1MENCEMENT Of Wm"<
t,\AIEB!AL§
QUANTlT!ES AND n'PES OF PLANT MATER LA.LS FURN1SHED AND SPACING SHALl SE OF
TH£ SPECIES, KINDS. ANO S!ZE::S AS DESCRiBE,f;-Ol'~ i Hf ORAVJINGS.
(8) PLANT MATERIALS !NDICA TED ON THE DRAWINGS AND HERE:!N SPECIFIED SHALL CONFORM TO
THE FOLLOVl!tJG:
(1) 1','0MENC!.AI\IBE'
PLANT NAME:S INO!CA TEO ON "THE DRAWINGS CONFORM TO 'ST ANDARDrzED PLANT NAME'
ESTABLISHED BY THE AMER!CAN J()fN"!" COMM~ I lt.:E 00 HORTICULTURAL
NOMENCLA nJRE. EXCEPT I-OR NAMES NOT COVI:;:REO TrtERE.lN, THE ESTABLISHED
CUSTOM Cr THE NURSERY ts FOUOWED.
(2) COND!JlON·
PLANS SHALL BE SYMMETRICAL, 1YPICAL FOR VARIETY AND SPECIES, SOUND, HEAL 11-JY,
Vl(;QIJROUS, FREE FROM PLANT DIS!i:ASF.;, INSECT PESTS OR THEIR Er.(:';S, At.JO SHAU.
HAI/!:: HEALTHY NORMAL ROOT SYSTEMS, WELL FILLING THEIR CONTAINERS. BUT NOT
TO THE POlNT Of BEING ROOT BOUND. RO()TS SHAU. BE EVENLY DISTRIBUTED
THROIJGHOOT THE CON1 AINE:R A..'•m BAI.ANCf..D BE1\\IEEN rl.ESHY AND FIBEROUS
ROOTS. PL.ANTS WlTH EXCESSIVE SOIL ABOVE THE ROOTS WILL NOT BE ACCEPTED.
PLANTS SHAU. NOT BE PRUNED PRIOR TO DELIVERY EXCEPT AS AUTHORIZED BY IBE.
lANDSCAP'E A.qCHITECT OR HJS AEPRESENTATNE. lN. NO CASE SHALL TREES BE
TOPPEO BEFORE DELf,/ERY. .
{3) O!MEtlSIONS.
THE HSGHT AND SPREAD Of Al.l. Pl.ANT MATERW. SHALL BE MEASURED WITH BRANCHES IN 1HEIR
NORMAL POSITION AND SHALL BE AS INDIC-6. TED ON THE DR!i.Wlt~GS. ff SHALL BE
UNDERSTOOD THAT THE.SE PLANT MATERIALS SHAli.. SE NORMAL STOCK fµR TYPE
Ll$TI:0.
(41 i~SP;i<TION,
AU. PLANT MATERIALS SHALL BE SUBJECT TO niE lt,ISP£CTlON AND APPRO\IAL. OFTiiE LANDSCAPE
ARCHITECT OR HlS REPRESENTATNE BEFORE PLANTING PER THE INSPECTK)N
SCHEDULE FOUND IN SECTION Ji..
_ cs) suesTOVT10Ns:
SUBSTITUTIONS FOR THE JNDIC.ATEO PLANT M/l.TERIALS WILL BE PERMITTED, PROVIDED THE
SUBSTffUtE MATT:RlALS ARE APPROVED IN ADVANGF. Of PL..A.NTlNG DATE BY1HE:.
LANDSCAPE AR.CH!TECT, AND THE SUBSTffiffiONS ARE tl.tA.DE AT NO ADD1'YK)NAL COST
TO TI-fE OWNER THE CON1RACT PRIC-E WILL BE ADJUSlt.D IN ACOORDANCE W!TI-11HE
PROVISIONS OF THE OONTRACT FOR ALL SUBSTTTIJTE MATER!.AlS THAT ARE Of LESS
VALUE THAN THOSE INDICATED OR SPE:ClFEO.
(C) fE-Bnt JZEBS AND SOIL CONDITIONERS~
HF Rf.IN SPEClHED SHAU. CONFORM TO THE: FOLLOWING:
(1) t!llflQGEN-STABlWZFQ sHAVING;i
SHALL coNTAIN .5% NITROGEN BASED ON DRYWE!Gtff.
(2)~--
' SHALL BE APPROVED, STANDf..RD BRAND AGRtCUL TURAL CALOOM SULFATE (CAS04}
AS COMMONLY APPLIED TC SOU..S ANO SHAU CONTAIN 19"/4 COMBINED SULFUR
(3\ IBQ~ SVlFATE,
SHALL BE APPROVED AGRICUL TUAAL FERRIC SULFATE iFE2S0-1} GRANULAR IN COMPOSmDN AND
CONTAINtNG 20'3/,, MET Al.UC EQUIVALENT IRON AND 17% <XJMBINEO SULFUR.
(4) AMMONIUM PHOSPATI:.:
COMMERCIAL fFRTIUZE.R CONTAINING 21 % N!TAoGEN.
{D} JREE STAKE&.
SHALL BE 10' LONG LODGE POLE ST AKES WTrH ONE POINTED END AND OF SOUND
CONSTRUCTION.
GRAQJNG ANO SOIL PAEfARATIQN
{A) MOISTUBE CONTENT:
THE SOIL SHAU. NOl BE WORKED WHf:N ™E MOISTURE CONTENT IS SC) GREAT THAT
EXCESSrvE COMPACTION WILL OCCUR: NOA W--tEN IT IS SO DRY THAT A OUST Will .
FORM fN THE. AIR OR THAT CLODS WILL NOT BREAK READJL Y. WATER SHALL. BE
APPUEO, IF NECESSARY, TO PROVIDE [)E.Al. MOISTIJRF. CQt,.'TENT FOR TILLING ANO FOR
PLANTtNG HE.REIN SPECIFIED.
{B} PRE! tMtblABY QBAD!NG
SHALL BE DONE fN SUCH A MANNER AS TO ANTIC-fPATE lHE. HNISH GRADING. EXCESS
SOIL SHAU. BE REMOVED OR REDISTRIBUTED BEFORE AP PUCA TON OF FERTILIZER
_ AND MULCH. WHERE SOIL IS TO BE REPLACCO BY PLANTS AND MULCH, ALLOWANCE
SHALL BF.MADE SO THAT WHEN FtNISHGRADlNG HAS BEGUN, THERE SHALL BE NO
DEHCIE.NCY IN THE. SP!::C!Ftt:D DEPTH Of: MULCHEG PLANTiNG BEDS CONTRACTOR
SHALL IMPORT CLEAN SANJY LOAM TOP SOil TO AR!NG TO FINISH GRADE, INCtUDtNG
ANY LANOSGAPE MOUNDING. .
(Ci WEEPING
BEFORE ANO OUR:iNG PRELIMINARY AND FINISH GRADING, All WEEDS AND GRASSES
SHALL BF. DUG OVT BY TrfE F'~TS ANO DISPOSED OF Off THE SITL CONTRACTOR
SHALL THOR.OUGHl Y H;RIGA TE All PL.ANTING AREAS THIRTY (30) DAYS PFl.100 TO
COMMENCEMENT OF PLANTINGQPEPAT!ON TO CAUSE WEED SEED GERM1t>IAW.)N AND
GROV.-TH. CONTRACTOR SHAU .. THEN APPLY "ROUND-UP" HERBIC!DI:: OH APPROVED
EQUAL PER MANUFAC1URERS lhlSTRUCflONS TEN. {10) DAYS PRIOR TO PLANTb'\lG
OPERATIONS
(D) SQfL PE!i;PARAJJON
AFTER THE PREt!MINARY GRA01NG ANO BEFORE THE FINISH GRADING, Al L AREAS TO
BE PLANTED WITH A SLOPE OF LESS THAN ,u SHALL SE THOROUGHLY TILLED TO A
OEPTH OF SIX {6j lNCHfS AND SHAU Rf.Cc!VF THE FOLLOWING AMENDMENTS PER ONE
THOUSANDS (1.000) SQUARE FEET (AMEN(~,E.NTS SUBJECT TO CHANGE PEA SOit.
ANA":...YSIS) -
1} FOUR f4\ CUBtC.. YARDS NlrnoGEN-FOR:TIFJED REDWOOD $HAVING$
2i ftFTEEN (~S) POUNDS OF S()i. SULFUR
3} ONE 1-iLINDREU i WOJ POUNDS OF GYPStJM
4) l"WENTY-ftVE {251 POJNDS Cf!' ~4.14 .. 7 SLOW RElEASE FERTILIZER
AU. AMENDMf::NTS SHALL BE TI-if.JROUGH:l Y TJI .. LFD INTO !HE TOP SIX (6} INCHES OF SOIL
A.lfil l~ ARt.~. WA!'ER O()WN , -·
6.
\
{E) FILL SQ!L:
A SO½l SAMPLE ANAL YSJS OF THE Fll.-1. MATER\Al SHALL BE SUBMITTED TO THE
LANDSCAPE ARCHTTl:CT FORAPPRO'VAL 46 HOURS PROO TO-DE!J\/ERY TO THE SITE.
(F) . EJNISH GRADING;
WHEN PRELIMINARY GRADiNG. INCLUDING VVEEDING AND F'ERTlUZtNG, HAS BEEN
COMPLETED AND THE $Oil.. HAS ORiED SUF-FICIENTL Y TO BE READ!!. Y VvORKFO-, ALL
-t.AWN Af,m FLANTlNG AREAS SHALL SE F1N:SH GRADED. F!N!-SH GRADE SHAU. BE
, SMOOT.'"!, EVEN, AND UNIFORM PLAN WITH NO ABRUPT GHANGF-, OF SURF ACE LOW
SPOTS AND POCKET$ SHALL BE GRAOED TO DRA.lN PHOPERL Y FlNISH GRADE Of Ali
SHRUB AREAS SHALL BE ONE \1/ !NCH BELOW GRAOE OF ADJACENT PAVEMENT OF AJ-JY
KIND. FINISH GRADE Of All 1Uf°iF AREAS SHALL BE 1WO (2) !NCHE:S BE.I. OVJ GRADE. Of
ADJACENT PAVEME¾l Of ANY KIN0. ALL GP.AD!N·S: tS TO BE APPROVE'C-tN THE FIELD BY
niE LANDSCAPE. ARCHITE.>CT PRIOM TO IRRIGATION V.'ORK COMMENCEMENT
t,IETHOP OF Pi-ANTING
(A) TIME Qf f!i hNTING·
NO PLANTING $HALL BE OON"E UNTIi .. ALL OPERATIONS IN CONJUMCTION WITH THE
tNSTAl.t.AT!ON OF THE SPRlNKLER SYSTEM HAVE BEEN COMPLETED. FINAL GRADES
HAVE. BEt'.N EST ASL1SMED, THE PLANTING AREAS HAVE BEEN PR-JPERLY G,R,b.Dtb AND
PRE:.PAR"i:.D AS HE.RE\N SFf.C;F!El:, AND THE WORK APPROVED BY THE LANDSCAPE
ARCHffECT OOHt.S RE.PHESENTATlVL
(B) lQCATKJJSS Of Pi ANTS
RELATIVE POSrnot4 OF Ali TREES AND PLANTS IS SUBJECT TO APPROVAL OF
ARCHITE:CT OR HIS REPRESE~'TAT!VE, ANO THEY SHALL IF NECESSARY, BE. RELOCATED
M DIRE:ClED AS PART OF lHE OONTRACT
(C} PL&f!NG Of Pt ANIS,
All Pl.Af-ITS SHALL SE SETSOlliAT, WHEN SETTLED ;·OF THE ROO-t BAlllSABOVE
FINISH G~.ADE FOR PROPER HOOT AERAilON. EACH Pl.ANi SHALL BE PlA.".':f.D IN THE
CENTER OF THE PIT AND BACKFILLED UNLES.,S OT:'"iER\NISE SPECIFJED WlTr< -PREPARED
SOIL~ PER PARAGf¼PH :1; BELOW "PREPARED BACi<F!LL". NOSOii .. IN MUD-DY crn-.ornoN
SHAU.. BE USED FOR BACKr!LUNG NO FlLUN-3 W\~L BE PERMITTED AROUND n:tUNKS
OR STEMS All BROKEN OR FRA YEO ROOTS SK ALL BE CLEANLY Clrf Off.
(DJ =BYISION Of P!.ANTINJ.ic
THE ARGH~1'EGT OR HIS REPRt?.SEt{T.AT!VE SHAU. SUP[R~S[ THE PlAClNGAND
PLANllNG or PlAt,r; MATEH~S PEF. THE INSPEG1ION SCHEDULE FOUND lN SE.CTICN 8.
ROOTBALLS F-VH. Al~ COt'iT AINER STOCK BE CUT TO PROf .,KfiE ROOT BRANCHl~G N~9
GROWTH. 01-JE, FIVE AND FIFTEEN GALLON ROOT All SHAi...L BE •SLASHE:0. 0N FOUR {4)
SIDES VEHTJGALLY ct1E INCH D~.EP. BOXED PLANT MATER!Al SHALL BE "SLASHED"
VER11CALL YTH.R.SE !Nc.HEs DEEP AT LEAST T\.VICE ON EACH SIDE.
(F} PLANJ!NG TRF·<::·
ALL PITS FOR TREES SHALL BE P..ANTED PER DETAIL. PITS StiAU .. BE BAC:KFilLED wrn-:
THf TREE BALL SET TO 1HE R[C..'J..JlRED GRADE, N,!D THE. EALAN:::E OF THE PrTFILLED
WITH "PR€PARED BACKFILL", THOROUGHLY SETTLED BY 1AMPl.NG AND V-,'ATER:NG.
(G) f'.l-<lNIING Of StiBUf!Sc
SHRUBS AND VINES SHAU. BE Pl.ANTED PER DETAIL WHEN THE PLANT HAS SEEN
PROPERLY SE1. THE PIT SHALL BE FILLED lO REQUIRED GRADE WllH -PREPA.f':tEO
BACKflLL\ THGfiouOHLY SETTLED BY TAMPING AND WATERING.
{HJ PLANING OfGRQ!JNQ COVERS,
AL.LC'-.ROUND COVER PLANTS SHALL 13E EVENLY SPACED TO PRODUCE A UNIFORM
EFFECT AND STAFH:'.RED IN ROWS t,._TTHE INTERVALS INDICATED ON THE DPAWINGS.
PLANTS SHALL BE WA:E-RED lMMEDlATEL Y AFTER PLANTING OPFRATKJN ARE
COMPLETED. AND SO!l SHALL BE KEPT COtffiNUAI..L y ,.otST, "PREPARED son.:
B.ACKflLL IS NOT REQUIRED.
(!) eBEPARED BACKFli;
-All SOIL BACKFILL IN ?!TS fOR TREES, SHRUBS. VINES ANO FOR Pt.AMTER BOXES
SHAU. BE PREPARED SCXL CONSISTING Of 40'1/~ NITROGEN FORTIFlED RED\-'JOOD
SHA V!t"-IGS AND 60'% EXGA VA TF.D SOIL, MEASURED BY VOLUME. TO WHICH ONE { 1)
OUNCE Of IRON SULFA TE TO EACH CUBIC FOOT Of THE M!X11JRE. THE PREPARED sotL
SHALL BE M!XED IN A CC URA TE PROPORTION USING A SUffABLE MEASURING
CONTAINER SUCH R3 A WHEELBARROW OF MEASURED CAPACITY. UNUSED EXCAVATED
SOt.l SHAlt Bf CLEANED UP AND DISPOSED OF Off-SITE.
Pl llASlN!NG:
FORM A SHAU.CV'-1 BASIN, PER DETAR.... AROUND THE Pt.ANT TO HOLD ENOUGH WATER TO
SA1UP.AT£ THEROOTBALl. AND BACKFILL WATER PLANTS IMMEDIATELY AFTER
PLANTING.
1. TREE STAKING:
AFTER SETTING TREES INTO PLANT PIT AND BACKFIUJNG PREPARED SO\L MlX, STAKE OR
GUY PER DETAIL JEf:E AND STAKE MUST BE VEfillCAL. SPLIT OR BROKEN STAKES SHAU
NOT BE INSTALLED.
8. SITE OBSERVATION
(A) SITE OBSERVATION WILL BE. REQUIRED FOR THE FOU .. OWlNG PARTS Of THE WORK:
1. MA!NUNE PRESSURE TEST.
2. lRRIG,\1101'4 OOVERAGE TEST.
3. PRE MAlt-.'TENANCE PER\00.
A. POST MA:NTENANCE PERIOD {FtNAL},
(B) THE CONTnACTOR OR HISAUTHOfUZEDREPRESENTATIVE SHALL BE ON THE SITE AT THE
TJMf OF E>.CH INSPECTION
9. MAINTENANCE PERIOD:
(A} THE ·CONTRACTOR: SHALL CONTIWJALL Y MA!NT AfN All .A..A:EAS INCLUDED INTHE
COfs.'TRACT DUA1NG THE PROORESS OF ThE WORK. THE MAINTENANCE PERIOD, AND
UNTIL FINAL ACCEPT ANGE OF TH€ WORK.
(B} AFTER AL!.. WORK tND\CATED ON 1HE DRAWINGS OR HERf.lN SPEC!FIEO. lNCLUDING ALL
PLANTING, HAS SEEN OOMPt.£TED, INSPECTED, ANO APPROVED BY THE LANDSCAPE.
ARCHITECT OR HIS REPRESENTATIVE. THE CONTRACTOR SHALL MAfNT A!N All. PLANTED
ARFAS BY MEANS OF CONTINUOUSWATERiNG, WEEDING, CULTIVAllNG_ SPRAYING,
MULCHING. TRIMMING, ANDOR ANYOTI-IEROPERAT!ONS NECESSARY FOR THEIR CARE
AND UPKEEP. FOR A PERIOD OF NOT LESS THAN 60CA1.ENDAR DAYS, EXCELPT HTATTrif
MAINTI:NANCE.' PERIOD SHALL BE EXTF.NDED TD INCL.UDE THE TIME. NECES..<;ARY TO
MEET rnE REOUIREMEITTS FOHCOM'i"LETK:>N OF THE MAJNTENANCE PERK){)
, HEREINAFTER SPECf;::;IEO.
(C} All PL.Ar-.t'TEO AREAS SHALL BE KEPT FREE Of DEBRIS, AND SHALL BE CUL TJVA TED AND
WEEDED AT N01 MORE Tt!AN {10) DAY lNTERVALS.
{D) Al.I. PI.ANtt.D AREAS SHALL RECEIVE Ff:.RHUZER APPUCA TI0N OF AVE {5) POUNDS PER
1,000 SQUARE FECT OF AMt-.AONruM SULPHATE m'Dffi' .. E\GKT l2S) OAYS FOliOWING
THE BEG!NN!NG OF MAl"''11::NANCE AND SHAll BE THOROUGHLY WATERED IN.
(E} SPECIAL CARE SHAU.. BE TAKEN To PREVFN1 WATER $PRAY ON WJNDOWS, BUILDING
WALLS, ANO At.JlOMOBtLES, ALL PAVED-AREAS SHALL BE KEPT CONTINUOUSt. Y CLEAR
OF MUD, DEBRIS AND PUDDLES.
(F) HOSES, MA!t>-iTENANCE EQUIPMENT AND MA TEFttN..S SHALL SE NEATLY STORED WriEN
NOT 1N USE IN AN AREA AUTHORIZED BY THE OINNER
(G) MAINTENANCE FOREMAN ON lHE JOB SHAU. BE A COMPETENT ENG!.15-H-sPE:AKJNG
SUPERVISOR, EXPERIENCED lti LANDSCAPE MA~TENANCE .AND CAPABLE OF
DISCUSSING MATTERS WlTH THEO'NNER"S REPRESE;.N1AnVE ON THE SITE. .
(HJ WORKt.~ SHALL PRESENT A NEAT APPEARANCE AT ALL TIMES AND SHALL CONDUCT
ALL WORKOF'ER.ATIONS AND DEALINGS WITT--! THE PUBLIC IN AOIPLOMATICAND
COURTEOUS MANNER. WORKMEN SHALL BE FULLY CLOTHED AT ALL TiMES IN ORESS
SUITABLE FOP.1HEJOB,
(I) AT THE COMPlETONOF THE MAINTENANCE PERIOD, ALL AREAS lNCl.UDf.0 IN THF..
CONTRACT SHALi SE CLF.AN AND FREE OF DEBAlS AND WE:EDS, All. P-tANT MATERIALS
SHALL BE LIVE.. HEALTHY, AND FREE OF INFESTATIONS.
(J) REPLACEMENT:
OONTRACATOR SHALL IMMEDIATELY REPLACE ANY ANO ALL PLANT MATERW..S WHICH,
roR ANY REAS()N, DtES OR IS DAMAGED V/HlLE UNDER Hts CARE. REPLACEMENT S~i.
SE MADE WITH Vi.ANTS AS tNOIGATED OR SPECWIEO FOR THE ORIGINAL Pl.ANTING.
1 o. GUARANTEE:
(A'I ALL SHRUB.<; SHALL BE GUARANTEED BY THE CONmACTOR ~ TQGA()\1/ll1 AND HF.AL TH
FOR A PER!CID OF NINETY (90.' DAYS AICTER COMPLETION Of' MA!NTENA.".!CE PERIOD AND
FINAL ACCEPTANC£:. All TREES SHALl BE GUARANTEED BY THE CONTRACTOR_TO UVE
ANDGHOW ~ AN ACCEPTABLE UPR!GHT POSITJONFry:;i, A PERIOD OF ONE(~) YEAR
AFTER COMf'lETION OF THt; SPECIFIED MAJNTENANCE PERIOD AJ;:D FINAL ACCEPl ANGE
tB} THE CONTRACTOR. WffiilN FIFTEEN t 15\ DAYS OF WRffTEN N◊nFICATlON BY 1ttf
ARGHlTECT. SMALL REM.")VE AND REPLACE ALL GU ARAN fE..ED Pi.ANT MA TERlAlS, WHICH
. FOR ANY REASON FAll TO MEfTTHF RE.QUIREMENTSOF TI--!£ GUARANTEE.
REP.LACEMENT SHALL BE MADf WITH Pu\"4'1MATERIALS AS lNDICATED OR: SPECIFIED
fOR THE. OR!...>tNAt. PLANTING, AND All SUCH RE.FLACEMF.NT MATERIALS SHAll BE
GUARANTEED AS SPEClflffi FOR 1"HE ORK>INAL GUARANTEED MA TE RIALS._
JVBE. HYPBOSEEDING UQTE:i
Ir. GENEBAL SPECIFICATIQHS
M.I. llJIF N!EJ,S ON llESE PUNS $HAU.BE.IMlROSEEDED.
.11. HYPROSEEPl!i9 MIXTURES
1IARROff t1WEQP.ASS s-lr;·
REila TAll.fESCUE 95%
' tu. l:lYDRQSEEPfl!ll · SUSPENSIOI! Ofl SLl.!flBY COMPOSITIOI!
t. SEED MIXTlJRE AT7U3Sll000 SOUARE FEET
.B. 1500f'OONWED" MULCHING Fl8RE PER ACRE.
.C. 16-<!-S+ \RONFERTIUZER3QOLBSIACRE.
IV,· APPLICATION PROCEDURES. AND ~UJPMENT
A.. tOUlPMENT • HY'DRAUUC EQUIPMENTUSEO fORTIE:APPUCATX:>N OFTiiE
'ftf'iTl.llEftSEEO ANO Sll,'AAY OF PREPARED WOOD PULP SHALL BE OF ff "SUPPER
HYDRO-SEEOEJ< T'/l'E IS APPROVED BY lHE SAN DIEGO COU1i1Y ENGINEER. THIS
EOUFMENT SHAU HA.VEA BUll.T-lN AGITATDN SYSTEM ANO OPERATING CAPACITY
. SUFFICIEl<TTO AGITATE. SUSPEND, ANO HOMOOENOUSl Y MIX A SI.URRY CONTA!NIIIG
.NOT LESS iHAN 401 OF ASER MULCH PU.JS ACOMBINEO TOTAL OF 71 F.ERTlUZERSOUOS FOREACH100GAU.ON$0FWATe:R. ,
THE Sl.lffll' D!Slll!BUTIONUNES SHAU. BE lAAGE ENOUGH TO PREVENT STOPPAGE ANO
SHAU.BE EQUIPPED WITT! ASETOf HYDRAUUCSPRAY NOZZLES WHICHWU PFOVIOE A
CONT9'lUOIJS NON-fl.UClUA.TINGDISCHARGE. THE StURRYTANK SHAU. HAI/EA MO/IM\JM
,. CAPACITY OF 1500GAUONS /ltlD SHAU. BE MOUNTED ON A TRAVEWNG UNIT, EmlER
SEIF-PROPEi.i.ED OR Dl'\AWN BY A SE?ARA TE UNIT, WHICH WlJ. PLACE THE SLURRY TANK
Sf'!'IAY=.ES W!THlN SUfF!CIEHT PAOXIM!TYTOiHEAAEAS TO SE SEEDED.
8. -ARl,roN • lHEstUARYPREPARAl10N SHAU. TN<E PIACEAT-rnE SllEOF\\ORIINlO
SHAU. BEGIN BY AIJDlNG WATER TOl>IE TANK WHEN THE ENGINE \SAT HALF·THROTTl.E. ·
WHENl>IE WAlERLEVELHAS REACHED THE HEISHTOFTHEAG!TATOR SHAfT, GtXXl RE·
CIRCUI.AllON SHALL BE ESTABLISHED mo. AT THlS TIME. THE SES) SHAU. SE AOOEO.
FEflll.lZERS SIW.l. THEIi BE ADOEO. FOU.OYAcO BY \\000 PIJU' MIJLCH. .
MlllCH SIW.l ONLY llE AIJOEO TOlHE MOOURE AFTEf! l>IE SEED ANO WHEN THE TANK ,s
AT I.EAST ONE-THIRD (113)FIUEO W!IH WATER
lHE ENGINETHRCltrlE SHAU. llE OPfNEl) TO FULL SPEEDWHEN lHE TANK lS HALF-FUEO
WITH WATER. AU. 1>IE WOOD PUIP MJlCli SHAU. SE AOOED BYTHETME lHE TANK 1$
lWO-THlRDS (213) TO THREE-FOURTHS (3\l)flll. SPRAYINGSHAIJ.COt.l,EHCE
MMEOIAlB. Y WHB< 1HE TAHK IS AA1.
-C, »'PUCAT!OH • 1>IE OPERATOR SHAU. SPRAY THE SLOPES WlTH A UNIFORM. VlSlBlE
00..T BYUSlNG THEGPEEt< COLOR OFl>!E WCX,0 PULP />SA GUlOE. TH!;SlURRY SH.•il
BE APPUEO Ill A SWEEPING MOTION. IN AN ARCHED STREAM SO "5 TO F/\U. U!\E RAIN.
AU.OW!N(l lHE \roOO FllERS TO BUlll ON EACH On<EFI UNTIL A GOOD COAST IS
,t,CHIE\IEIJ, AND lHE W.TEAW. IS SPREAD AT TIE REQUIRfD RATE PER la£.
i •
!
ARCHITECTS,
W!LLl.•J,4 C. KROVMENHOEK A. t. ~-
( "8t:.::
JOtlN M. McKf.OWN -'.! A.
C 6617
c:aayngh1'
r;, 'c;mrnenhoek., Mc;.(eowr. & Asscc;ates, A.1 A.
;.-:: ;deas, designs. and arrangements ind:-
. .:::~:f>d en these cfrawings ai-e tr',e popert,-
c'. f>:'.rommenhoek; tJ,cKeo~-n & Associates
· and are 1fl?endea to be usec in connection
· ,~.-'th this specific pro;ect on!y and shail not
, c::1erwise be used tor any purpose wt!atso-
ever without the written consent ct the
.&":::hitects. There sha:1 be no changes or
. c,-,,,, .. a!iors frorr tnese jra.,-,, H<gs o~ tr,e
' 2,,_~c.ompar:ymg spe-,:if1ca?,ons without tre
._ wntten cor.senl of the arch'<tects.
CONSULTANTSc
A.SLA & As.soila.cn, fo;;:,
L,.v,,d PL:mrJ.,w.
ff;JQ) 2fl.5.$!}5
REVISIONS:
PROJECT,
KAISER
ELECTRO
OPTICS
CHECIIED <,2~
PROJECT NO.c
SHEET TITLE'
PLANTING & IRRIGATION
SPECIFIC!", TIONS
SHEET NO.
I -·5 -
-ru ,
(.)
6 c;
c:: ...
0
~ ~
lf) ,...
it:' .,...
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'!..,,
ffe 1 ..