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1996-4628 I (Plans) IMPROVEMENT PLANS FOR C 17Y 0� CARLSBAD ' NUMBERS SITE Ln ASSESSORS PARCEL U COURSE L � 254 - 200 -04, 31, 32, 34, 35, 37, 38. b EUCADIA ps 254-201-06, 13, 15, 16. 255 - 011 -06, 07. a � �. 257 - 010 -01, 34, 36, 37. 257 - 020 -02 1 GATION P ANS 257 -03 -28 a � Od➢tlENHAIN 257 - 040 -23, 24. s ENCINI OLD AND o gr ca ENCINITAS D ANDSCAP P ANS � CARDIFF VICINITY MAP TM 94-066 SHEET NO. O 14 NO SCALE ECOLOGICIt �O 5 P O INDEX MAP 0 SCALE 1"=300' o — 1 HEREBY DECLARE THAT I AM THE DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFRSIONS CODE AND THAT THE DESIGN IS A CONSISTANT WITH CURRENT STANDARDS. — p Q _sue I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS THE DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR Z PROJECT DESIGN. c3l Op GILLESPIE DESIGN GROUP FIRM W ® N•A•P• 8910 UNIVERSITY CENTER LANE, STE. 580 (619)558-8977 9 SHEET NO. B 19 \ L SAN DIEGO 92122 ADDRESS PHONE SHEET NO. ® O ST O CITY STATE IP SHEET N0. 5 1 SHEET N0. QF� O® NOTE. Z R ECLA I ME D WHEN T SHAL BE SO BECOM NOTED ON THE SCORE AVAILA RD. Q. -1- LEGE Z O ® PLANTING PLAN SHEET NUMBER J Q 24 z IRRIGATION PLAN SHEET NUMBER O � UNDERGROUND SERVICE ALERT o ti A "DO NOT DRINK" SIGN Y a Q Z cz, CaII:ToII FREE � W- BASIS OF BEARINGS: 1 -800 � S 422 -4133 THE BASIS OF BEARINGS FOR THIS SURVEY IS C OUNTY OF SAN DIEGO THE CALIFORNIA COORDINATE SYSTEM NAD 83 DEPARTMENT OF ENVIROMENTAL HEALTH TWO WORKING DAYS BEFORE YOU DIG ZONE 6, GRID BEARING BETWEEN STATIONS "R1800 48 +61 EC" AND "R1800 58 +75 BC" © "CAUTION": Remember that the USA Center ALONG THE CENTERLINE OF EL CAMINO REAL notifies only those utilities belonging t AS SAID STATIONS ARE PUBLISHED IN THE CITY APPROVED BY: the center. There could be other utiliti es OF ENCINITAS HORIZONTAL CONTROL BOOK; O present y ou of whom they will notify. the work site. The center will inform y » E. SAID BEARING AND THE o "AS-BUILT i.e. N 0 °25 38 DATE: BEARINGS SHOWN HEREON ARE IN TERMS OF O THE CALIFORNIA COORDINATE SYSTEM NAD 83, Z SAN DIEGUITO WATER DISTRICT C- PC ZONE 6. P.E. E XP. DA TE MAP F DATEHANDENTHIFIER C5 PC THE COMBINED SCALE FACTOR AT STATION "R1800 58 +75 BC IS 0.99996478 (GRID F 11107196 BY: KR /M o Z j REVIEWED BY: DISTANCE = GROUND DISTANCE X COMBINED (/) APPROVED BY: E D ATE OF THIS PLOT 17 SCALE FACTOR) 5600 AVENIDA FORNIA 9200 ° u ° .s.A. F 1 08 96 DATE AR 431 =5600 FAX 619 431 -9020 619 ( ) INSPECTOR DATE D ESIGNED Y DRAWN BY I CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ? Q •- REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PREPARED BY: Q �pFEssi o � R.J.G. R.J.G. D.J.M. � °�F `F N OF RECOMMENDED BY: APP OVED BY• IMPROVEMENT PLANS FOR TM s4 —o66 m �`� DESCRIPTION: TOP OF BRASS DISK unsaker � ° � R ti PLANS PREPARED UNDER THE SUPERVISION IN WELL MONUMEN HORIZONTAL: AS SHOWN z SHRUB AREA IRRIGATION 4628 -I W Z LOCATION ST�4. &4 +24L AMINO REAL W NO. 36474 m DATE: //�� BY: BY: Ssoci8[eS Irvine, Inc. E.P. 3/31/97 z • Z Z RECORDED FROM: S.D. CO. VERTICAL VERTICAL AS SHOWN s �� R.C.E. NO: 38474 DATE: I� — _ AND LANDSCAPE PLANS "� CIVIL DRU . MAYERS DATE: SHEET 1 OF 27 Z = �NTR{�L -PACE 1-05 Planning Engineerin` .Surveying F o — ELEVATION: 120.20 DATUM: M.S.L 3HUGHES IRVINECAL[AORNIA9 M4) 583 CF CALIF REGISTERED CIVIL ENGINEER EXP: 3 TITLE SHEET &LEGEND K: \DT \1774 \5 \GIL— IRR \TITLESH ' � f r J . s y 4 « ' 91- 06 r _ « y ,; a� -ART F) r z r„ : CALE: 1" _ } x „ 4 w y � R F 5^0 50 l ow r » — � 6 t � GR H I C 4 1 r r _ 1 6 — P w 4 y 2 y LO f M, . LL ry 1 4 g } LIMIT OF GOLF,, P Q v 4 y $f w n , r �__ _ — t s -� COU YORK v 40 0so (D s Q 1 .._,,..�..... _..r.._ —. "`s °'" e • Y Cn t R rj` _ ,� .nom __ _:x.. • g as 4 w /41 Aa it _ E yy r _ ee r - 1 Y, / ' ..w t '. _- �- NOTE: 1. VALVES SHALL BE TIED TO NEAREST MAINLINE OR LATERAL IN FIELD AND LOCATED ON AS— BUILT. 5 . 2. ELECTRICAL PROVIDED BY UTILITY CONSULTANTS r DRAWING .« ,g°� �..+.+. ", "° ° ` wne: '4 I 1m E � NOTE: SHEET IS F IRRIGATION SHOWN ON THIS R 0 OUT OF PLAY AREAS ONLY. THE POINT OF ( CONNECTION FOR ALL VALVES SHOWN ARE r THE IRRIGATION LATERALS AND MAIN LINES SHOWN ON THE FAIRWAYS GREENS AND TEES. IRRIGATION PLANS PREPARED BY HARRY YATES. P.O.C. IS A PUMP SHOWN ON PLANS PREPARED `a BY HARRY YATES CONTROLLERS ARE FIELD s � SATELITES PER PLANS PREPARED BY HARRY YATES. SATELITES F 4 p p FOR CONVENIENCE ONLY. OWN ON THESE PLANS SEE DRAWING # 4833- ' � �,� .,�` � FOR IRRIGATION NOTES AND DETAILS SEE SHEET 12 & 27 '� 1 `" `` FOR IRRIGATION LEGEND SEE SHEET 12 v FOR IRRIGATION SPECIFICATIONS SEE SHEET 24 & 25 t r LIMIT OF GOLF v " COURSE WORK #�� 5 8 5 1 r ° 4 > ^ t 6 .4 A I N A/51 34 pp t L 4a1 '/2 +� �a 51 ! rrq s r • � n,. ((Ay � F � n � 1 � (n 51 o 1 ® o j ^/ 't NOTE: f I Z DES IGN �' ANY DISCREPANCIES BETWEEN SHRUB AREA � � � � � � � . � � La '' IRRIGATION PLAN AND TURF AREA IRRIGATIONu ,. Q GROU INC. I `'o PLANS ARE MINOR IN NATURE AND SHALL BE ADJUSTED FOR IN THE�,r o FI ELD TO THE SATIS— FACTION OF THE CITY. A4 L CHANGES SHALL , ` BE NOTED ON THE AS—BUILT DRAWINGS. �"�,�` '`� O z, �5 � 41 ; 8910 UNIVICRSITY CENTER LANE SUITE f 80 5 °' SAN 92122 DIEGO CAL MAP DATE IDENTIFIER° 1 o IFORNIA I • �. I t/ w 819 668 8977 DATE OF LATEST CHANGE TO THIS MAP i µ FAX 819 sas 91 10/04/96 BY: KR /MJ DATE OF THIS PLOT ` O 10/04/96 I _ REVISIONS APPRO D DATE REFERENCES DATE BENCH MARK SCALE D I N D RAWN = CHECKED BY C I'� Q F E N C I N IT �I'� 1w Q PREPARED BY: QR OFESS/ p� D.J.M. APPROVALS A z w m DESCRIPTION: TOP L BRASS DISK unsaker ���' ' �' YF ��F,�, PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP 0 ED BY• TM 94 -066 • .. IN WELL MONUMENT. ti IRRIGATION PLAN HORIZONTAL: 1 = 50 � � Lo LOCATION: STA. 64 +24 EL CAMINO REAL uy NO. 38474 A DATE: /0�7 & BY: . —_ BY: I w CONTROL PAGE 105 RECORDED FROM: S.D. CO. VERTICAL VERTICAL: AS SHOWN ssaciates Irvrn� Inc. s Exp. 3/3,/87 ENCINITAS RANCH GOLF COURSE 4628 -1 ;z W w �r R.C.E. NO: 38474 ELEVATION: 120.20 3HUGH ° B � j °° ° U � NI A 9M SS°e ''F 01 It- o�� DRU . MAY S DATE: — DATE: - �� DATUM: M.S.L. axuaxas IRVIN$(AIIpORNIA91716 (714)Si3lOM cAL�F REGISTERED CIVIL ENGINEER EXP: 3131197 R.C.E. _ 4 HEFT ,2 OF 27 O 2 s W K: \DT\ 1774 \5 \G1L —IRR \SHEET2.DWG w 3'x1.5' � `�. 15 ' DowN D Ar —° ---'" — —'— — � . �; -- ` \ ` � ' \ �� ��. N3fRCfPT13R °�'�1 °5f D RA IN IR IGA�ION S OWN ON TH SHEET IS OR � � """°•- ESM T ,. — _ – _ — _ ° ' � ,�� a� \ \ � � I rN O OF PLA AREAS ON THE P01 OF � +� 50 25 1 0 _ 50 f NECTION FOR ALL V E SHOWN ,ARE a f- ti' '' — — ° f "° ~w \ '► ' y� \ I . RIGATI N LATE D )JAIN SINES I 127 00 12s oo r 00 \ \ S W1 ON E FAIRWA ND TEES. -- j - _ IR IGA Dt P S PREPARED BY HAI�f2Y YATES RAP IC CALE " =50' o 5 _ _ — — — — — — — ¢ °p °° �R , \ P. C. IS A P P SHOWN ON PLAN$ PREPARED 4b `n �. IN \ ' y � '8Y H YA CO LLERS ARE FIELD' ^u ' ATION NOTE AND DE TAI SEE SHEE do T 2 27 R P S R PARED HARRY '� 4 FOR IRR RI ATION LEGS D E SHE tar TE SH WN ON THE PLANS a FOR IRR ATION SPEOWICA ONS S SHE 4 do 25 ,� J ` ON NI E ON +, ft Q F • ` RA G?TIO - ' a , 42 4 I I S BE J STED, AS NECESSARY IN, \ TO C ODA CART C OSSINGS TO PREVtNT 3'x1 <5' ' x 1 x .� y 0 P D PROVID LL CO E. INTfRCfPatJR DRAIN �► �' • � �4 4 " �6� - "� "` % r� OTE: •/ • sue 1 \ \ \ \\ -'` s 1. VA L SHALL BE TO ` NEARE MAINUNE OR' ' ,., "? a•a '\ x1.5' \ LATE IN FIELD LOCATED 0 AS— BUILT. 3 °\ v1_ t.& ' PIPfLINf fS�l'T � rn► r - ' ' Dtt9 Ifv ICIPAL WA DI�'7 ELECTRIC PROVIDED ON ULTANTS L 111/1; ° x GOLF ` ` ` % 1 4 ,� DRAWL G A �_ t it r� s C ON SWET Na x 9 \ .J I n, , 4� 4 \ \ x' i CfP70 D AIN 111�� ; INT 'CE co INTERCEPTO DRAIN GO NOTE. `.-., , a 1 \ 1 ,. 0 41 , M, ANY DISCREPANCIES B� =WEEN SHRUB AAA ( 1 t " IRRIGATION PLAN AND TURF AREA IRRIGA � PLANS ARE MINOR IN NATURE AND SHAT ., BE ° ADJUSTED FOR IN THc. Y"I FIELD TO THE SA` • FACTION OF THE CITY .LL CHANGES SHALL �.. BE NOTED ON THE AS HUIL7 DRAWINGS, 11/4 07.9 � � - %'7 % 7�4 r� �. RAIN .� �' ` � � .. � � v �,, � `a 8" P.Y.C. SEWER PER DWG 4457-1 ES -2 7 w n � , ` ._ .. -.. _ 2 " r 1i/ • = is i •s • ?O LW. C.D, • L 1 (D �\ 4 \ (D X 14 . - '' ' • x • 27 g INafRCF� 4 r r y @ To I \ w 4 IYf AIN kUNICIPAL WAYR DIS7 p m ff t a , 3 ♦. N a I 1 IF 9 7-4 1 °4 .; -a..Q. w3n. ..+:.A »na.— .,,,.✓ ' /Z 4 � - °+ � ` �, � ( . � \ � Ta '&ry ', . $• a.,,.., Me .; 41 f ro a f • ' e ryL 1 n� j 400, Lu / '4 1 �. �r q"`.T.. .... \ � \ 20' PIPfc LIV£NHAIN Alf/ 1 4 b rp R L 4 a LL N .,, k .r qty c btr- RAP e �4­ DQWN DRAIN � .._ S �: P tt ?o � � ° � � •- � 1 � 1 �� 2» � WALL r 1 1' 11 4 TON RIP -RAP ��? ... •• '" o � -- - ;J! " C ` i �P� ' `y ; � , , � O MAP DA IDENTIFIED � T }^ ' ' Z•1 SLOPE' 8410 ><J1QIV)�Iid!!! CNNTER ANE SLITS 80 DATE OF LATEST HANGE TO THIS "�'° X10 L -10 • ✓ , ; 1 1 Z �` DRAIN SAN DMW CALIFORNIA 92122 1070479 BY• I I�, �� � mm rOF - Ili - >i `� r t 819 568 897 DATE F THIS PLOT _ - F `_ U w FAX d19 558 9188 • » S; 1 4 ' 1 04 9 Vs !ti ., DowN DRAIN 1 i, 4i ••,. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DES IGNED DRAWN BY CHECK BY PREPARED BY 4.� S B.R. D.J. APPROVALS CITY OF EN C I N ITAS ENGINEERING DEPARTMENT DRAWING NO. m -- DESCRIPTION: Tv,__ BRASS DISK unsaker ��i FRSF PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP VED B tl IN WELL M HORIZONTAL:.- ONUMENT. 50' ; GILLESPIE IRRIGATION PLAN TM 94 -066 =. = —" i LOCATION: STA. 64 +24 EL C AMINO RE AL W NO. 38474 m I RECORDED FROM: S.D. CO. VERTICAL _ VERTICAL. AS SHOWN ssocia s tes Irvine, lac. l� UP ' 3/31 97 rA DATE: 38474 BY. BY: ENCINITAS RANCH GOLF COURSE 4628 -1 L �, aI CONTROL PAGE 105 R.C.E. N0. ; pr8neiA,r • Bntnanrlw , surveyrtrg �r civlL o��` DRU RS DATE: DATE: Z Z ELEVATION: 120.20 DATUM: _ M.S.L. aHUOtlrs IR VINE CAIIppRNIA92716 Ci14)5631010 cAL�F REGISTERED CIVIL ENGINEER EXP: 3131197 C � R.C.E.. �. _ _ HEET 3 OF 27 uj K: \DT\ 1774 \5 \G1L_1RR \SHEET3.DWG f Ao cl .m. «..,...«.. .......— ..,.. .. _ 0 '-4 77+0 - -, 00 w CAI 4 D r P ��° ..-- .„ �� ,,,:. � ,� � SWALE 1 � ®4 ; �¢ EARTH �SVdAL r � .a DEEP zr a= 1 H 4Va4€ f ✓ ` . EARTH SAL .7YF' r . TY'e} - , ,.-' ,.. � ., u,.. - . � "„ . „ � z �n � ., I a wN¢ NOTE: y w =a t.�r�" � SHOWN ON THIS SHEET IS FOR r " 1 = `` �' � ,�,," � 4 � � � � ~ � 13 IRRIGATION S 114 1 q % OUT OF PLAY AR EAS ONLY. THE POINT OF M r CONNECTION FOR ALL VALVES SHOWN ARE .Y p I *� , s � � ,,.; �i THE IRRIGATION LATERALS AND MAIN LINES 1 ,a \rows e ja° �►�, SHOWN ON THE FAIRWAYS, GREENS, AND TEES. 1 i 2 1� * ' IRRIGATION PLANS PREPARED BY HARRY YATES. a \ .. ` .. 2 d \ o P.O.C. IS A PUMP SHOWN ON PUNS PREPARED BY HARRY YATES. CONTROLLERS ARE FIELD SATELI S PER PLANS PREPARED BY HARRY ' 2 ° 2 � ��� �' `` ,� � � s � ° \� YATES, SATELITES SHOWN ON THESE PLANS &a� 4 1'!i b� 'i Z � � �� FOR C ONVENIENCE ONLY. \s °" — SEE DRAWING 4 ro, W „ _ , . d a z. p a m a 1 546 '� w \ti \ S ., f .. k lk 50 25 0 50 150 w q \\ 315.1 $$ � \\ tNLE7"' -, \ �I \ V, GRAPHIC S CALE y x Xa ,F sX \ \ \ �\�" USE ° SEE CLUBHO - \ 2" IGATION PLANS DR \ \ f �► ol '! i \ \ r z NOTE` o� , .'k ✓ a. - - ANY DIS EPANCIES BETWEEN SHRUB AREA IRRI ATIO PLAN AND TURF AREA IRRIGATION „ -7, 4 , PLANS ARE MINOR IN NATURE AND SHALL BE :" ® \� 0!2 L 2 �\ 1 / .. FACTION, OF E CITY. ALL CHANGES SHALL ' g 16' ADJUSTED F R IN THE FIELD TO THE SATIS— BE NOTED ON THE AS —BUILT DRAWINGS. , aw. � s co o d 2/2 �L � ham"` � •� 2 F rn e , M %MOW flaw / 0 GILLESPIE DESIGN GROUP INC. v ° a r Al l 1 w t .., . z , 3 : „ M1 4 _ . r Y „_ t v ro 9920 NIVERSITY CENTER LANE SUITE, 580 C� �� U K SAN DIEGO CALIFORNIA 92122 819 558 8977 FAX 819 558 9188`'„ - 1 ; ft w t ; ' I 4. . , u l • CL - i ° �< ., .' �;`~ '� ,, .,. �� '°°°•te \ 1. VALVES SHALL BE TIED TO NEAREST MAIN LINE OR LATERAL IN FIELD AND LOCATED ON "AS — BUILT.' \. i . art. LLJ CL 2. ELECTRICAL PROVIDED BY UTILITY CONSULTANTS ° ° DRAWING ````. i ” .; `` � ' F � a i N MAP DATE IDENTIFIER FOR IRRIGATION NOTES AND DETAILS SEE SHEET 1 2 & 27 I L I \ \ CO DATE OF LATEST CHANGE TO THIS MAP FOR IRRIGATION LEGEND SEE SHEET 12 \ ' / / / 11 08 DATE 9 oF THIS PL BY: KR MJ FOR IRRIGATION SPECIFICATIONS SEE SHEET 24 & 25 a L�l,1 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PREPARED BY: FESSt B.R. B. R. D .J.M . 0 DESIGNED BY DRAWN BY CHECKED BY APPROVALS C ITY O F EN C I N ITAS ENGINEERING DEPARTMENT DRAWING NO. m Q r: — - -- DESCRIPTION: TOP OF BRASS DISK unsafer �� I ` 4gY FR`�, PLAN PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP D Y: TM 94 -066 5 IN WELL MONUMENT. HORIZONTAL: 1" = 50 '__ i GILLESPIE IRRIGATION PLAN ` _°LOGAT10N: _TA _$� 2 El -GAMWO ,REAL _ W N0. 38474 m _ r� I - - -- 4 x � DATE: / /�$�9�i BY: __ _ - -- BY: � 4 � L � I � W RECORDED FROM: S.D. CO. VERTICAL VERTICAL: AS SHOWN ssoclates Irvine, Inc. sl "fig' „� _ EN C I N ITAS RANCH GOLF C O U RS E W u -- CONTROL PAGE 105 R.G.E. NO: 38474 z �Huax s IRVIN�R,o . SuTm se3°IOIO � Q� CAL fOR�, DRU J . MAY R` DATE:.. _ - -- — DATE: ' ELEVATION: 120.20 DATUM: M.S.L. REGISTERED "IVIL ENGINEER EXP: __. 31 97 ___ R.C.E. HEET 4 OF 27 K. \DT\ 1774 \5 \G 1L_lRR \SHEET4.DWG q . w. M ............ L w,>w mv ws m mn AR am , as .. <✓ . • 4 mr. » n xt F ;fir C r G , vn. D Q ■ a , �► � ..., •. �- .,....,.. a..,....,, ""«x... ' � w rTl � "»° � � "`,'' > m+ r 4 `.. r, ti 1 /z , /2 IRRIGATION SHOWN 0 THIS SHEET IS FOR - trb y x C r,3 �S>.,I V - OUT OF PLA AR Y HE POINT E CONNECTION FOR VALVES SHOWN ARE I ., THE IRRIGATION . ,.ANI) MAO � ` , ay�INES, �_ ° , � re_ , .. k... _.m,_W r_. — ..m— �,m _,w. ._� _ _ _ �.._.— _ . w — �._ ..._ n,,. _.._ _ wW.. _ SHOWN ON THE z w.�o..v,.�_� v�_ � F R A`YS, GREENS, AND TEES. m _ _..rM. .wr.m IRRIGATIO PLANS R P ED BY HARK 1TES. 11 /z I IN ON PLANS REARED '. \ a 1 . O.0 P i A PUMP S t .. BY HAIR YATES. N 'KULLE-RS- ARE FIE SATELITE PER PL►N PREPARED BY YATES. pSATELITES S W ON THESE I FOR CONVENIENCE 0 , > SEE WING # —\ .;< c, N . , ­­3 4 v. „ r a _ '� , � �` � e , <� �.. � �, � is w .. ,. r cl u r *, w,, bFC j - < r cu r m a —� gy m I F r ..w� _ w..;_ ....._. w_ ....._.°,,a.,,,.:w_m.. n._ __. n ..VY.,.:w a. ........w, „, .m.- ..,_._. - __,. ..s.,,,,. • .., _K v -y sa _ R a Cq 1 rl C111 I C-11 V f , t t a- , - 78 -yow n° awe,. ,wwm"c""wsv - ..... -. - , >.. , .w.w,r•• ,..., .. - r b w � { r , max. Le 7-f u - c, t GRAPH E 1 =50 ow I g i f 354 1 x'73 Vp co y L / om� 13 / 1-� 4 1 NOTE: � 0 m m � '/� � � � ANY DISCREPANCIES BETWEEN SHRUB AREA LAJ IRRIGATION PLAN AND TURF AREA IRRIGATION � m II y 15 PLANS ARE MINOR IN NATURE AND SHALL BE GILLESPIE o ADJUSTED FOR IN THE FIELD TO THE SATIS— Q 3 p, FACTION OF THE CITY. ALL CHANGES SHALL j .§ J B � ._.� ,�..,.�.�,�. ,_ ..__ _«,�_ ..��. �. � E NOTED ON .THE AS —BUILT DRAWINGS. o GROUP INC. — c�� 0 DESiGN w G7 p� nl _._ ..' 8 � FOR, IRRIGATION NOTES AND S SEE SH 12 27 FOR IRRIGATION LEGEND SEE SHE - #k— y — L», RS R SUITE 680 FOR IRRIGAATION SPECtFICATIO HEET r _ SAN EGO C AIdro 99122 • / 4 51 w 9 w , 34 4 NO v /4 NOT E: •,. 1. VALVES HALL BE TIED TO NEAREST MAINLINE OR ca ' lid » 2 1 4 / LATE IN FIELD AND LOCATED ON 'AS BUILT.' 35 ♦� lam` 2: LECTRI AL PROVIDED BY UTILITY CONSULTANTS a r'°e • w _ c S »w° 4 ING 0 ... 3. VALVES 28/33 - 32/33 & 30/34 - 32/ SJ" ALL BE DATE OF LATEST CHANGE TO THIS MAP W C� �► \ r r - ' a• ma . / CONNECTED TO NEAREST MAINLINE LAtERAL 11/08/96 ca ... • ��! aw �►. LIMIT OF GOLF SERVICED BY PUMP SYSTEM. LOT KR /MJ o I 1 'L aa - - DATE OF THIS PLOT � z 10 ,� ., 1 r � / COURSE WORK J' 11/08/96 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCAB DESIGNED BY DRAWN BY CHECKED BY g 'V PREPARED BY: Q ROFESSt O B.R. B.R. D.J.M. APPROVALS CITY OF EN C I N ITAS ENGINEERING DEPARTMENT DRAWING N0. DESCRIPTION: TOP OF BRASS DISK unsater ���'o�J J '`�F2 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP , VED BY• IN WELL MONUMENT. — — TM 94 -066 — HORIZONTAL:_ 1 = Sos GILLESPIE IRRIGATION PLAN `o �' o LOCATION: STA. 64 +24 EL CAMINO REAL w N0. 38474 m _ RECORDED FROM: S.D. CO. VERTICAL VERTICAL: AS SHOWN ssoclates Irvine, Inc. a E"`D' 3i3'!s' DATE: _ BY: __ BY: 4628_ 1 �' Z DATE: DATE:- ENCINITAS RANCH GOLF COURSE T CONTROL PAGE 105 s9 �, �„ aP 384 7 r1�a;� W g Bn . surn�� �F o� DRU J, MA RS _ ® C;1 O 3 HUGHES IRVINE, CALIFORNIA 92718 M4) 583.1010 of CALF ELEVATION: 120.20 DATUM: M.S.L. 3 31 9 7 REGISTERED CIVIL ENGINEER EXP: _ —L_1._ —___ R,C,E. .___ HEET 5 OF 27 � Q K: \DT\ 1774 \5 \GIL_IRR \SHEET5.DWG , Exp. 3/31/s� NOTE: / CIWBE NOTE: ` N,. ANY DISCREP TWEEN SHRUB AREA IRRIGATIO SHALL BE ADJUSTED AS - TO �J t .. IRRIGATION AND TURF AREA IRRIGATION #EESSARY S ee 1 1 . 1 —° =—nom _ --_ d TO \�`\ ♦ .- i PLANS MaiVOR IN NATURE AND SHALL BE 1 ■1 ■' OVERSPRAY AN1� PROVIDE FUL�COVERAGE `NE c Je t 1 t .'. 1■ -- =- �' W ADJUSTED ��' ♦ _ •., D FOR IN THE FIELD TO THE — °—A _ M�T�HL `` 1 /4 / 4 1 ■i m FAC N QF THE CITY. ALL CHANGES SHALL ' w _- 1■ ■ D lot NOTED ON THE AS —BUILT DRAWINGS. 1 ■1 �1■1 -p �d AQ 92 2. Jill wc All 1, 727 1 2 � °w '„°., .-, "`-- -f'`� - - „`°"^.. ' ."n...'~ -- .,.e•- ~.°_..°"°”" 28B 64t(1"t? s _ _ LEUrADIA BOULEVARD _ _ _ — — — 2 SW WOO F w ?'e ��'?' , , .mrv+ y, °+• rczm.<su. "°+.. rf � '.'wr y� ,.„ --.. _ � '°.,,,, x \ �• < "` ": , ^,.,,, m ,_- ,._.., �t rear -- -°-_ -. --""- C'a' � • ..,LLe I r „ ^5 r� `R., , . „.. �, '_"'^°, � "-`° '�° " °""'^ •,,.r _a_ _. -, ,.._ _._. _--. ._ • -l - �` t i � ' „” mow., ,_ f _ • ,, _._ .�._,_. — .- .-- .,e— .,.. -, -.._ . _.._ i p - �'�T... —.,- �, •,,. "„ <• °^a:... \"°. - --.. fi r" " ° ' •.,.. �,+.. 4�� � t 5. k so X, 11/4 /4 ' t1 . 4 90R' k 4 4,, «rm 328 ri \.. 4 f . At 340 , \� ... if f` . ,.� 1 y� .mom 1 � ,� ,,.;' ..,� ...,.- 1 ,� rAF i s xy. C? 4 " I 1Y F I ` 3 > V, S 4 e Pa 02 4 s I \\ \ g , , \ _ ' •,: ;` ' '', 41 I y r \V A `J � CD rT ` o„ =L \ 36 2 — Ate. w` -`fie• ` A'�" 5 F .rte me✓° .. .� ° z • ti Y"r\*. J.I,A / r see t' \ r� 34 4 38 ° �"`w� ° 7-, , m x ° `` R d �7 0 N7 A ~° � ' ` —.;342" r 4 / \ , .,. `x m m, N , _ , . : 1 I a k ' x,, , * a y a 46 6 owe n.- 01 30 "".,. r"' e` «. -.., - ma y . _ - pg q,.. > -.' y ,.+ ,. •m.....,.,.. ,. .,-.. '"`'. `! \ .3 JJ `� -. t r ' O p Z'A ,�• ii LIMIT OF GOLFr, ,s< i x .. x COURSE GRAING Z :Zz / M NOTE: zo A ,C his df IRRIGATION SHAWN ON THIS SHEET SHALL BE TIED �- LINE "� _ ._.. _ ry ry — ti INTO MAINUIt AND CONTROLLER SHOWN ON THE �l �� See i t �' EUCADIA VD. IRRIGATION PLANS SHEETS 50 25 0 50 150 L s 'p, Sheet 8 itf /... 78 _` , SEE DRAINING — —6. V 4457 Lai GRWHI CSC — 50 -_, ALES 1 "— ' w NOTE 1 ,; � . , VALVES SHALL BE TIED TO NEAFST MAINLINE OR ,� \, '` LATERAL IN FIELD AND LOCATED ON 'AS— BUILT.' '\ c s /2. ELECTRICAL PROVIDED BY LITY CONSULTANTS # ;:" y A` DRAWING ------- --- - -• MAP F DA TMi FIE p \ \ \ \ N FOR IRRIGATION NOTES AND DEVILS SEE SHEET 12 & 27 � LATE Qaio UNIVERSITY LANE S UITE 6eo z 1004'` SAN DIEGO CALIFORNIA 92 F I ; KR /MJ �, 819 558 8977 �� $P \\ f FOR IRRIGATION LEGEND SEt, SHE 12 v � FAx e 1 SCALE 9 558 9188 \ }\ FOR IRRIGATION SPECIFICATION'S. SS , E SHEET 24 & 25 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK $E D ,G DRAWN BY CHE KED BY JJ fESS PREPARED BY: APPROVALS z „ QR p�p, B. R. .J. M. CITY O F EN C I N ITAS ENGINEERING DEPARTMENT DRAWING N0. �4 4 -- TOP BRASS DISK w4�oQJ'' YFR<�'�+ PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP ED B TM 94 -066 Cp DESCRIPTION: IN WELL L MONUMENT. .. HORIZONTAL: 1" = 50' unsarer GILLESPIE IRRIGATION PLAN LOCATION: STA. 64 +24 EL CAM/N0 REAL NO. 38474 rn I `0 DATE: __ /� 7��� BY: _ BY: d RECORDED FROM: S.D. CO. VERTICAL VERTICAL: AS SHOWN Associates Irvine, Inc. ENCINITA RANCH GOLF COURSE 4628 -1 ^ w CONTROL PAGE 105 �r R.C.E. NO: 38474 W 4u ELEVATION: 120.20 °°° ° °' s °a ''F °��'L CALI f �� DRU MAY S DATE: DATE: DATUM : M �� — z 3 HUGHES IRVINE. CAL FORMA 9me M4) 93.Iolo M .S.L REGISTERED CIVIL ENGINEER EXP: 3131197 R.C.E. S HEET 6 OF 27 3 K: \ DT\ 1774 \ 5 \ G/L /RR\ SHEET6. D ING All 7 6st*77 CD "t mvp REFER TO L j3LVD./QUAI GARDENS DRIVE Si NOTE: STREETSCAlkE P RAWING 445Z-1 C7 1. VALVES SHALL BE TIED TO T MAJNLINE OR WAR j_WOR IRf Em LATERAL IN FIELD AND LOCATED ON 'AS-BUILT.' 0 ­ 1 1' �, v C4 1 1 Ills 11 %%� oelF ­116 2. ELECTRICAL PROVIDEBilY UTILITY C SULTANTS Ar, 00"Y40, DRAWING L c 'y A 0 � w X_ Aw 4 Nk, A ,�o p ol- 2w "z #2 Ara /4 N" - - 4 4�_ �44 L 4 /g/Al 9.2 ka ­7 A �4 N. � Ilk r 'A (�, .......... —1 N� t Vo , , - % - - 2.� 1 -7 _ i FOR IRRIGATION N) D DETAILS SEE SHEET 12 & 27 -Nil k, FOR IRRIGATION LEGEND SEE SHEET 12 %ir 2& 6 1 1 N1 1— fOR IRRIGATION S 31 1ECIFICATIONS SEE SHEET 24 & 25 N 'Ap /2/1\38.6 '00e k NOTE: 77 \ald ��264 IRRIG�TION SHOWN ON THIS SHEET IS FOR OUT O�F PLAY AREAS ONLY. THE POINT OF j CONNECTION FOR ALL VALVES SHOWN ARE THE IRRIGATION LATERALS AND MAN LINES %Now -.--292 \SHOWN ON THE FAJRWAYS, GREENS, AND TEES. 3 IRRIGATION PLANS PREPARED BY HARRY YATES. P.O.C, IS A PUMP SHOWN ON PLANS PREPARED N 2 6, CONTROLLERS ARE FIELD B RY YATES. /77 A SATE I�S PER PLANS PREPARED BY HARRY ' ss , \ I 2-6 livV\ \ 0 , ' YATE "SATELITES SHOWN ON THESE PLANS A `t I -, - - I �, W �10 1­� q, --,A- �/ %�- lm"F-ff I I N , , �-1 I FOR 7� SEE DRAWING 4833- "'N R X x N 15 Q,, 5 6 -Z N, N p� I C Sit ��LE 1 of 5 0 -,e- s i3l", - or A/— r C 5 Nj 00 A;6 N , x x CV x j 0 *woo AI 72� 7 40 Ji 000 2 V A 1 11Y 0 "Ilk C) LL_ _j Q) x VIC Z 2m f -ml.L3 loom* N, Fil -272 0 0 - IrIc tj d Z /2/1\447.8 C% G up FSPIF Lu N .8 DESIG Q) �l GROUP INC. % X NOTE: TV 0 ANY DISCREPANCIES BETWEEN SHRUB AREA x # ** IRRIGATION PLAN AND TURF AREA IRRIGATION c; MAP DATE IDENTIFIER k e( j PLANS ARE MINOR IN NATURE AND SHALL BE DATE OF LATEST CHANGE TO THIS MAP I-- mj *.ft 11/08/96 ADJUSTED FOR IN THE FIELD TO THE SATIS- BY: KR/MJI DATE OF THIS PLOT FACTION OF THE CITY. ALL CHANGES SHALL 8910 UNIVERSITY CENTER LANE SUITE 580 ANA BE NOTED ON THE AS-BUILT DRAWINGS. 1 /08/96 41 * SAN DIEGO CALIFORNIA 92122 Q . . . J1 619 556 8977 76 FAX 619 558 9188 REVISIONS APPROVED DATE REFERENCES DAT DESIGNED DRAWN BY I CHECKED BY E BENCH MARK SCALE PREPARED BY: f Ess B.R. D.J.M. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING No. DESCRIPTION: TOP OF BRASS DISK unsaker 3. A4 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPKYED BY TM 94-066 IN WELL A40NUMENT. ;01 Lo Q) HORIZONTAL: --l f GILLESPIE IRRIGATION PLAN STA. 64+24 EL CAA41NO REAL o NO. 38474 'r"n I LOCATION: DATE: BY: ul's 11 �) � tg \TO up. 3/31/97 BY: RECORDED FROM:- S.D. CO. VERTICAL ssociales Irvine Inc. 4628-1 K W u CONTROL PAGE 105 VERTICAL: AS SHOWN �o R.C.E, NO:38474 ENCINITAS RANCH GOLF COURSE ELEVATION: M.S.L. 3 HUGHES IRVINF, CAMFORNIA 92AS M4) SO-1010 CALU pl-Bi Ra ffiamdzw - su—xng "DRU. �A)"E_ S p DATE: DATE: _0 120.20 — DATUM: I REGISTERED CIVIL ENGINEER EXP: R.C.E. HEET 7 OF 27 E 1��l Uzi K.\DT\ 1774\5\G1L_1RR\SHEET7.DWG r , / a 50 25 0 50 150 f 1 CH ( ., t \ F I! s h t ; ; — GRAPHIC SCALE 1 =50 v r ° NMI I E ll , SCALE: 1" = 50' - TO 1C`�IA AIL GA S D Ix , Y _. - ♦ �. 4 — 0 ° r -` �- -1 ♦ RE APE PLAN. DRAWII� \ \ ..... �� : IRRIGATION P \ t A 3 / E ` \ NOTE: �\ ANY DISCREPANCI S BETWEEN SHRUB AREA • _ IRRIGATION PLAN D TURF AREA IRRIGATION � �, � �� - p � � � ♦ E ° PLANS ARE MINO IN NATURE AND SHALL BE y ADJUSTED FOR I THE FIELD TO THE SATIS— ' •z = �; �' t° • FACTION OF THE ITY. ALL CHANGES SHALL BE NOTED ON AS —BUILT DRAWINGS. LIM OF GOLF WORK IT \ \� COURSE M � � � , � � � \ a \ •- w ti. x 4 , a , y { a < ^ ° 31 /s FOR IRRIGATION NOTES AND DETAILS SEE SHEET 12 & 17 P , • x FOR IRRIGATION LEGEND SEE SHEET 12 a i / • w p � � � do FOR IRRIGATION SPECIFICATIONS SEE SHEET 24 25 / I � 30/6 • *„ �" � ':, � �, '° 1' /i � ,. t NOTE: k \ 1. VALVES SHALL BE TIED TO NEAREST MAINLINE OR . • 3 �® �` LATERAL IN FIELD AND LOCATED ON 'AS— BUILT.' I -4-J ell \ 2. ELECTRICAL PROVIDED BY UTILITY CONSULTANTS t N I • ('" _ f DRAWING Lod % �� NOTE: I s .;Y ` :. ,.�. �< IRRIGATION SHOWN ON THIS SHEET IS FOR ,- _�.. �, . PLAY AREAS ONLY. THE POINT OF N �: I n. � OR ALL VALVES SHOWN ARE r THE IRRIGATION LATERALS AND MAIN LINES 1 `L SHOWN ON THE FAIRWAYS, GREENS, AND TEES., 4 IRRIGATION PLANS PREPARED BY HARRY YATES.' d W - 2 P.O.C. IS A PUMP SHOWN ON PLANS PREPARED BY HARRY YATES. CONTROLLERS ARE FIELD .. I � ..- ... ..,, SATELITES PER PLANS PREPARED BY HARRY I H . 31.E "---�' 1�.r� a� „ \ YATES. SATEL.ITES SHOWN ON THESE PLANS . -- - 31• ONLY. Q W � �."�"� - � 31� M+�..�a . � � -�w. �.. �.� �:� . . � � � FOR N DRAWING C 4B33 —I i • . # I 1 ° ,\ .► 318 f M ,a _ i .. _- O i Q LL GILLESPIE "o DESIGN GROUP INC. V CL 0 " �_ Is �70 Xtr1*7 1 � y J : �' .. `` "� � „'••• •°- \ � ' � 48910 UNIVERSITY CEN LANE SUM 580 � - e m 4 t*t SAN DIEGO CALdFOJUGA 92122 (n '00,500 4�i / / r` e u�G i cn 819 558 8977 LLJ FAX 819 5 9188 522 R � 32 ,..aM..w'" w'° a.+°'"° 'F S✓S \_ ` .- �:mam.a may ill F 324, 60L -° -- : t - _ -° K I MAP DATE IDENTIFIER E z - ---- '�.� °� °"- " ' .",'. .° ''- `I ( i AI O FZ DATE OF LATEST CHANGE TO THIS MAP t E Yr 10/04/96 BY: KR /MJ ' o S DATE OF THIS PLOT v y REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PREPARED BY: pFESS1 DESI N DRAWN CHEDK BY CITY OF EN C I N ITAS ENGINEERING DEPARTMENT DRAWING N0. m —_ DESCRIPTION: TOP OF BRASS DISK unsater w`��o� 4. ►�Y s<F PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP VED Y: TM 94 -066 LO GILLESPIE IRRIGATION PLAN � I _ IN WELL MONUMENT. 50 � � � G _ d. � - - HORIZONTAL: 1 = _ DATE: /0,�7/5�10 BY: _ BY: Gj LOCATION: STA. 64 +24 EL CAMINO REAL V N0. 38474 m 1 ENCINITAS RANCH GOLF COURSE 4628 RECORDED FROM: S.D. CO. VERTICAL VERTICAL: AS SHOWN ssociates Irvine, Inc. ' 3/31/e7 _ Z P -- — R.C.E. N0: 38474 �(� CONTROL PAGE 105 Phwaing > BngineerkS • s urmyigg E. "r 01 It- p�`'� DRU J. M,A DATE: - DATE: ` ELEVATION: 120.20 DATUM: M.S.L. 3BUGHES IRVINCALIFORN1A9t718 (114)5111010 °FCALU REGISTERED CIVIL ENGINEER EXP: 3/3 HEST 1/97 R.C.E. - !'E• O 8 OF 27 � W K: \DT\ 1774 \5 \GIL_IRR \SHEET8.DWG NOTE: 1, VALVES SHALL BE TIED TO NEAREST MAINLINE OR 51 / 29/1\ LATERAL IN FIELD AND LOCATED ON 'AS— BUILT.' 2' LIMIT OF GOLF 2. ELECTRICAL PROVIDED BY UTILITY CONSULTANTS r rrr ®r rirrrrrr■�r r EE 4 r1 r r r r� r r r r r r rr r r r r r r rii� • 1 +/4 COURSE WORK DRAWING SCALE:_ 1" = 50" 6 4 4 _ 4 1 1 1 1�1 r1 50 25 0 50 150 rrrrrr + +" r 1 rrr rrr r � '/4 1. X x �4 rr rr r 4 �rrrrrr� r sr G RAPHIC ALE 1 ' IL r r r r 1 ° r 10 41 T /4 f + • � t 1/ x , g �` 4 w 1 0 m t . w 1 /2 1 --- t �2 1 / 1 1 NOTE: , ANY DISCREPANCIES BETWEEN SHRUB AREA 1 �� ■ g IRRIGATION PLAN AND TURF AREA IRRIGATION `M" ° ` ■ '_. / F_ PLANS ARE MINOR IN NATURE AND SHALL BE —' µ.., T L_ 1 V 2s/ N / � � � I ADJUSTED FOR IN THE FIELD TO THE SATIS— FACTION OF THE CITY. ALL CHANGES SHALL ��9, "'� .� ■ ' BE NOTED ON THE AS —BUILT DRAWINGS. i „'” — " rlr MN ■ 1 -A ■ NOTE: a � � E — IRRIGATION SHOWN ON THIS SHEET IS FOR . OUT OF PLAY AREAS ONLY. THE POINT OF W. CONNECTION FOR ALL VALVES SHOWN ARE 1 / 1 — THE IRRIGATION LATERALS AND MAIN LINES / SHOWN ON THE FAIRWAYS, GREENS, AND TEES. IRRIGATION PLANS PREPARED BY HARRY YATES. P.O.C. IS A PUMP SHOWN ON PLANS PREPARED 3 f 2 1 • { / r q, s ue . SATELITES PER PLAINS PREP BY HARRY 4 A., � YATES SATELITES SHOWN ON THESE PLANS 1 1• f, $ " — FOR CONVENIENCE ONLY. SEE DRAWING 4833 —I 4 Mk 1 zz d �. 1 4 1+/2 4 y� 4 a g 4 1 / 5 q — owl 1 �. 4 g A � ti �. J ■ 30 o " g 1 4 " ■ WON MEN cv , E 4 -- - r je �.� ■ CD — — �. ■ an .� MEN 41t# vie Own d. t � ,"w " a — ._.. g WIN ■ \ � ""yklF IN ., E Q 4 � I s 7= .m. , v *, °. GILLESPIE i 4 ■ D ESIGN 1 0 GROUP INC. c 4 i E ■ INN Up ARCHITE, 'TURF ■ MAP DATE IDENTIFIER j z DATE OF LATEST CHANGE TO THIS MAP LIMIT OF GOLF 11/08/96 BY: KR/ FOR IRRIGATION NOTES AND DETAILS SEE SHEET 12 & 27 9a10 urrlvERSIZ� C ENTER I.nxE SUITE 6ao FOR IRRIGATION LEGEND SEE SHEET 12 ■ _ U N S? DATE OF THIS PLOT S AN DIE 11 COURSE WORK FOR IRRIGATION SPECIFICATIONS SEE SHEET 24 & 25 19 558FO89777 x2122 C) FAX 919 668 9188 x REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED DRAWN BY CHECKED BY APPROVALS CITY OF EN C I N ITAS ENGINEERING DEPARTMENT DRAWING NO. ? PREPARED BY: Q ROfESS �p B. R. B. R. D.J.M. m Q � DESCRIPTION: TOP OF BRASS DISK unsaker <v YF ��Fy PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP ONED BY• TM 94 -066 Z �" IN WELL MONUMENT. HORIZONTAL: 1" = 50' i GILLESPIE IRRIGATION PLAN LOCATION: STA. 64 +24 EL CAMINO REAL o NO. 38474 z Exp DATE: �9<0 — BY: BY: RECORDED FROM: S.D. CO. VERTICAL VERTICAL: AS SHOWN ssociates Ircnn� W Inc. 3/31/97 P ENCINITAS RANCH GOLF COURSE 4628 I CONTROL PAGE 105 rr -� EagJQdl%dos • s urveying F DRU J. MAYS S ELEVATION: 120.20 DATUM: M.S.L. a llua IRVINE, eAIaraANIA92Ti6 M4 583- 1010 "CAL F R.C.E. 3 0 DATE 38474 DATE: � REGISTERED CIVIL EGINEER EXP: _ R.C.E. —. .— HEET 9 OF 27 3 W K: \DT\ 1774 \5 \G 11L1RR \SHEET9.DWG IIII C7tWS ) _tee E'SM'T FOR RESERVOIR & APPURTENANCES TO .SAN DIEGUITO WATER DIST W ) i I o I * 21 VALVE 21A DESIGNED O 3 0 P.S.I. ° � *' A 1 * 2' 0-F L. OUT J *• 20A ! i ' 22A a � NDARY o 50 25 0 50 150 2.23 RES '/2 „ 23A GRAPHIC SCALE 1 =50 , -� - - y- 1 1 0.06 RES r 24A SEE R OF PERly1551 7A t , 4.39 DA7ED i t VALVE 25A DESIGNED O 30 P.S I. A N� - - SLOPE > FOR OFF SITE ORADIN I t MAX ESM'T FOR ACCESS PURPOSES � 334 ._,,.. 2,L TERRA 1 70 SAN DIEGlJITO WATER 01ST. 25A 1 3'Xt.S' 1 / DRAIN J082 F.L. OUT , WN ®� 304.5 -FL OUT 7 -F.L. OUT ■ MEN CITY 27A 2 4 8. RES • — - - MEN ' I. 80O --F.L, OUT I � Ar ■ DRAIN 0 28A ' f /y� s��A� ■ MEN 29A 1 --- f r DRAI� - / / 4 r .. 31 A r , 4 • 5 _ — • / ■ 2 N 74t t,`,ruu 076100 77+00 r � / o pp i ■ NOTE: u e j • v ,'' • �/4 �"" � • - - ----. _ _ - _.,.., . _ _ f I i ANY DISCREPANCIES BETWEEN SHRUB AREA t ,lF IRRIGATION PLAN AND TURF AREA IRRIGATION av ,Na PLANS ARE MINOR IN NATURE AND SHALL BE f ADJUSTED FOR IN THE FIELD TO THE SATIS- � ' Nov FACTION OF THE CITY. ALL CHANGES SHALL ti //' r lV 1 " ° - ! , -- „_ w 2• r ° BE NOTED ON THE AS - BUILT DRAWINGS. `��\ !i'' / -- - %'' _, hyk = / 4 • ;,,� `�� x . ,._.°° ..,_ • OWN XW it ma WON \ ! � • Y1 � j� / ♦ p b '�✓ w � ,.,ter -^'# ",�►�,� .. / � ,,.'' -° _ .- - --- 21 MAX 1 4 - 334.31 FL OUT I �� » � r 1 r V ■ 21 w NOW % ® / ♦� ° s-'" 7, 3 � • 231.24F.L. OUT -_ 3o4.o -F.L. OUT ° '' ,o i ♦� �" '` 34 1 1' /i • t }°`' ♦'. '✓ .- ' 4 T RR 283.00 F.L. OUT DRAIN 258.50 � L. OUT i ♦• ` rf • 156 NOTE: s o I 21 MAX 1. VALVES SHALL BE TIED TO NEAREST MAINLINE OR LATERAL IN FIELD AND LOCATED ON 'AS BUILT.' I, / 3 MO AREA 16B f •�flNC.7MITBAGICARAS 1'/z 2. ELECTRICAL PROVIDED BY UTILITY CONSULT .�J9 FL, OUT DRAWING ----- - - - - -• '' R 08.4 FL. OUT 6 CITY r, F / / • A ' f j � 33s -FL OUT Or / / �,, ''" NOT IRRIGATION SHOWN ON THIS SHEET CL SHALL BE TIED INTO MAINLINE AND 8 / f' r 910 iJNIVER8ITY LANE SUITE 580 f/� 208 CONTROLLER SHOWN ON THE LEUCADIA BLVD. IRRIGATION PLANS SHEETS 3 -6. �;Ef+1TER f ,� f r SAN DIE CALIFORNIA 92122 � °' f ' ` �x_ � , -'619 868 8977 `� � �, � j `' t SEE DRAWING � 4457 -I � r " FAX 819 688 9188 MAP DATE IDENTl 1 AP l / o DATE OF LATEST CHANGE TO THIS S MAP FOR IRRIGATION NOTES Z ... t AND DETAILS SEE SHEET 12 & 27 10/04/96 8Y: KR/ �s ' / FOR IRRIGATION 10 DATE OF THIS PLOT ;'' u / ��. y ON LEGEND SEE SHEET 12 v w FOR IRRIGATION SPECIFICATIONS SEE SHEET 24 & 25 C) � •• REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK ,,., H K D BY s-E PREPARED BY: oQ�ofESSI DES) BN D B. . D.J.M APPRO DESCRIPTION: OP OF BRASS DISK CITY OF EN C I N ITA S ENGINE ERING DEPARTMENT DRAWING NO . IN WELL MONUMENT. m Y ` PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP VED c unsater ��'c� M, ° s � � '• LOCATION: STA. 64 +24 EL CAMINO REAL HORIZONTAL: 1 �• - 50 � Cl*) FROM: S.D. CO. VERTICAL N0. 38474 ' 3/31/97 z DATE: 1 � BY: BY : GILLESPIE IRRIGATION PLAN TM 94 -066 i cc VERTICAL: AS SHOWN ssociates Irvine, Inc. —— CONTROL PAGE 105 ��' �'� '+' � R.C.E. : 38474 ENCINITAS RANCH TM 94 -066 4628 -1 z W Bos�ade . surwr/ag c�vl� , ffi 'rF �� YS S -� I: ELEVATION: 120.20 DATUM: M.S.L 3HUGH IAViN$ rnt) w DRU MA DATE: DATE: � 1010 �caL�F REGISTERED CIVIL ENGINEER EXP: 3/31/97 _ R.C.E. SHEET 10 OF 27 3 K: \DT\ 1774 \5 \GIL`IRR \SHEETI0.DWG I uo OTHERS ESN'T FOR RESERWOR & APPURTENANCES # CA TO SAN DIEGUITO WATER DIST Y p9 IN VALVE 21 A DESIGNED 0 30 P.S.I. 21 LLi _j 2 1 win "a 50 25 0 50 150 n o )7 a SUBMWYON 9"DARy— 19 30 2 23 RES GRAPHIC SCALE 1 50' � �° 5 2 -4- -4- N il 18A 37 _� - 0.06 RES li2 SEE' LET7ER OF f V 0 A 7N a -, � DATED Ih . 4.39 FOR Il SITE AV W TION VALVE 25A DESIGNED 0 30 P.S} I. tO­FL OUT _pp OWN JJ 1 7 ' ]FRR Esm'T FOR ACCESS PURPOSES '7 Q t7A\ 1 X71 51 r C-277 RAIN 3081 FL OUT i {r TO SAN DIEGUITO WATER DIST W0 1N1 304,5-FL OUT , _p.:. OUT lrj 34 27 yi RES 'xt 19 80.0-FL. OUT A*N — 6 " TERRACE 21 DRAIN 28 N MEN 1/21 MEN ' WOO 4oftL k W 3 Ir sm PER x nA "lli Sll A-A 2-5-ST av Swat ANd 5 \Ld 12' TERRACE 31 T_ VIC 7 7 00 76,+ 0 tDc + V+QU 9 I-V Y4 NOTE: Ir WW FW 7 x ANY DISCREPANCIES BETWEEN SHRUB AREA Will A-A IRRIGATION PLAN AND TURF AREA IRRIGATION tw sgwwr mma PLANS ARE MINOR IN NATURE AND SHALL BE 2-1 ADJUSTED FOR IN THE FIELD TO THE SA`nS- FACTION OF THE CITY. ALL CHANGES SHALL Z BE NOTED ON THE AS-BUILT DRAWINGS. 1 Y4 SLw WAO V VAX V2 Sill MAX VAW MEN 23114FL. OUT 334.31 FL OUT 7 1 /27 Aoi OUT 7 14B TERRACE 287,00 F.L. OUT ! / ,,, r RAIN 256,50 FL OUT NOTE: W LL AO 1. VALVES SHALL BE TIED TO NEAREST MAINLINE OR 30 It MAX LATERAL IN FIELD AND LOCATED ON 'AS-BUILT.' 19.4 MID ARE4 16B EMCWAS BACCARAS 1 2. ELECTRICAL PROVIDED BY UTILITY CONSULTANTS 339.4 --F' OUT a %VT 77 HE AS DRAWING 4 FL. OUT CIT 01 x .000 6 �j 9 " looll CI O -FL. OUT /1 NOTE: :52 ' 9B\ I IRRIGATION SHOWN ON THIS SHEET SHALL BE TIED INTO MAINLINE AND CONTROLLER SHOWN ON THE LEUCADIA /2 0 BLVD. IRRIGATION PLANS SHEETS 3-6. 3A SEE DRAWING 4457-1 8910 UNIVIll CENTER LANE SUITE 580 SAN DIE06 CALIFORNIA 92122 558 8977 FAX 619 568 9188 ov FOR IRRIGATION NOTES AND DETAILS SEE SHEET 12 & 27 z % MAP DATE IDENTIFIER FOR IRRIGATION LEGEND SEE SHEET 12 DATE OF LATEST CHANGE TO THIS MAP FOR IRRIGATION SPECIFICATIONS SEE SHEET 24 & 25 C) 10/04/96 BY: K DATE OF THIS PLOT cl 10/04/96 jj CH AD 9' DESIGNP EFY� DRAB BY ECKED BY ENGINEERING DEPARTMENT DRAWING NO. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PREPARED BY: VESSI B. R. V. J. A APPROVALS Cl OF ENCINITAS TOP OF BRASS DISK 3. Wy PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP V 13 l TM 94-066 DESCRIPTION: ausaker GILLESPIE IRRIGATION PLAN IN WELL MONUMENT. LOCATION: STA. 64+24 EL CAMINO REAL HORIZONTAL: 1" 50' ' tes Irvin I nc. NO. 384 Ev. /31 7 DATE: BY: BY: ENCINITAS RANCH TM 94-066 4628-1 L RECORDED FROM: S.D. CO. VERTICAL VERTICAL: AS SHOWN C/vl R�C.E. NO: 38474 DATE: DATE: ELEVATION: 120-20 DATUM: M.S.L. C) CONTROL PACE 105 FIAWAMS -,ftiff0li • SUrMYft DRU J AofAYE I;�S / 3 HUOHES IRVINE, CALIFORNIA 92718 (M) $0.1010 CAL REGISTERED CIVIL ENGINEER EXP. 3131197 — R. C. E. SHEET 10 OF 27 r — 2 ih 63 CITY Mae- K:\DT\ 1774\5\ GIL_ IRR\SHEE_T10.DIl i Nwm -7- ly f 50 25 0 50 150 ; o GRAPHIC SCALE 1 " =50' bi 114 TON RIP -RAP Q 10'L -2' C) END I NTE'RCEP7OR DRAIN 5' 1.5 INTER CEPTOR DRAIN _, SEE LEE `R R OF PERM ISSION ION ' f �R PER PfR�� PROM. CARLTAS COMPANY i" DATED DA . 1 FOR OFF Sly" GRADING FOR `F S! GRADING • 1 D RAIN A 308.2 FL, IT ■ mom CITY Iry �_.... 270 PL. OUT INS f, - 6 fI -I L. OUT IN f?R DRAI • 15A ' TERRACE 1112 R I , A MA WE DRAIN ■ 13A f R OF o "" DA TED 1 l ■ 1 FOR O R I ii CEPTO DRA MEN IN 14A 3 8 e.a .✓` / . x 1, ` 1'/2 I DRAIN 1 1A ' 1, 5 MEN 4. : f CITY O 2 j M � AIN 9i t e _ 18 • ,.° .. . .,y.� < I t 4 � � � REFER D N. . 4 r _ 4 F GR ING IN nrwN M_ .. w V 1 / �I 1 • 1�� /4 2 1 1/4 114 �g 1 , r�w. ■ _ ! µ . 1" Wry l M � fi m I - Q) — _ +u m �c+Yi .s a✓{ �� P l ook • _ • ! _._..,....,, - --- — 1 _ x RER — s ;, •• ! 4334—I FOR , _ FOR Y r. '� weeudM ..�.. ,..,....,...w '- ...,.._..,...,.. .....:: as. ..v.,.....-. ... >.,,,._ °. • ._. ..t ' Y,` +JtJ u S IN GI I.i $ m IS AREA w ka _ V � c _ + t r+ nu I, r . 1 T 69-A00 w_ . . : Q X 4 �4 1.5 AAA ry4 It MAX � SIN t MAX SEW YAWS 9B Z! Akx 1 id 206.76 FL. OUT 1 76 161.42 FL OUT r. ` a PAiR — _. ■ 23t24FL.OUT �?- _ � R ■ 1 1 B 1 I 4 , LEF +90.00 43' L I f -,° 1 h v CMS x t.' 1 /2 C O NC LUG 6' 287.00 FL. OUT 2 I L. �1td T_.� l I 49 10 B I � 1102IT REFE TO D. I I� N --G F GR INO IN IHI AREA CITY OF ENCINITAS v v 4 s Z Q r S a 9 1 J ' NOTE: ® 2 NOTE: IRRIGATION SHOWN ON THIS SH 1. VALVES SHALL BE TIED TO NEAREST MAINLINE OR SHALL BE TIED INTO MAINLINE D i4j LATERAL IN FIELD AND LOCATED ON 'AS— BUILT.' CONTROLLER SHOWN ON THE UCADIA °� Z BLVD. IRRIGATION PLANS SHE 3 -6. � 2. ELECTRICAL PROVIDED BY UTILITY CONSULTANTS SEE DRA # 4457 -1 NOTE: o DRAWING # --- ___ --- ANY DISCREPANCIES BETWEEN SHRUB AREA IRRIGATION PLAN AND TURF AREA IRRIGATION PLANS ARE MINOR IN NATURE AND SHALL BE ADJUSTED FOR IN THE FIELD TO THE SATIS— FACTION OF THE CITY. ALL CHANGES SHALL a, BE NOTED ON THE AS —BUILT DRAWINGS. MAP DATE IDENTIFIER DATE OF LATEST CHANGE TO THIS MAP FOR IRRIGATION NOTES AND DETAILS SEE SHEET 12 , 11/06/96 BY: KR /MJ FOR IRRIGATION LEGEND SEE SHEET 12 DATE OF THIS PLOT 11 L06/ DESIGNED BY _,. DRAWN BY CHECKED BY FOR IRRIGATION SPECIFICATIONS SEE SHEET 24 & 25 " d REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE P F E ss r B. R. B. R. D.J.M. D BY. APPROVALS CITY O F EN C I N ITAS ENGINEERING DEPARTMENT DRAWING N0. unsa�er N SPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP 0 Q - - - -- - -- - - DESCRIPTION: TOP OF BRASS DISK e� ° �J' �'�� �F J Y : TM 94 -066 � IN WELL MONUMENT. _ Z ��, a ��, ti HORIZONTAL: � " = 5 a J _- � GILLESPIE IRRIGATION PLAN r LOCATION: STA. 64 +24 EL CAMINO REAL w NO. 38474 m DATE: _�� �i BY: _ BY: D (_ _' a - _ __.- -- - - EN C I N ITAS RANCH TM 94-066 CONTROL PAGE 105 RECORDED FROM: S.D. CO. VfRT1CAL VERTICAL: A SHOWN ssocrates Irvrne, Inc. Exp. 3/31/97 9 �`� R.C.E. NO: 38474 - rF O� DRU . MAY RS a xuaxas YRVINE CALIFORNIA 92718 (714) 58310 - - —_ _ - - R �O Planning . Enginceriag +Surveying CI VI I DATE: DATE; 10 a� cA� ELEVATION: 120.20 DATUM: M.S.L. OF CARLSBAD REGISTERED CIVIL ENGINEER EXP: 3f31/97 SHEET J' OF Z? R.C.E, It Q K. \DT\ 1774 \5 \G1L_IRR \SHEET11.DWG IRRIGATION LEGENDr DETAIL SYM. MANUFACTURER DESCRIPTION MODEL NO. GPM RAD PSI SATURATE AND COMPACT E,F /11 1 HUNTER POP -UP ROTOR PGH ARV -03- 1.2 20' -30' 30 -50 6 ► 1 BACKFILL TO 90% 30 -INCH LINEAR LENGTH OF 2 HUNTER POP -UP ROTOR PGH ARV -05- 2 30' -40' 30 -50 O1 FINISH SURFACE WIRE, COILED 3 HUNTER POP -UP ROTOR PGH ARV -08- 4 30' -40' 30 -50 �2 4 HUNTER POP -UP ROTOR PGH ARV -07- 3.4 40' -45' 30 -50 O NON- PRESSURE LATERAL LINE 2 WATER PROOF CONNECTION 5 HUNTER POP -UP ROTOR PGH ARV -10- 6.8 45' -50' 40 -50 O PRESSURE MAIN LINE (1 OF 2) 1 2 3 4 5 (�) ID TAG 6 HUNTER POP -UP ROTOR PGH ARV -12- 12.2 45' -50' 40 -50 4 MIN. CLEARANCE O DIRECT BURIAL, LOW VOLTAGE 6 O 4 REMOTE CONTROL VALVE: CONTROL WIRES, BUNDLE SEE LEGEND , PRESSURE CALCULATIONS G,H /11 7 RAINBIRD POP -UP SPRAY PA- 8S- 15H- PCS -NP -VPC 1.85 15' 30 AT 10 FT. O.C. \ O VALVE BOX WITH COVER: 12 -INCH SIZE PUMP A SIZE N A 8 RAINBIRD POP -UP SPRAY PA- 8S -10H- PCS -NP -VPC 0.79 10' 30 �� 2 N �_ Z O6 FINISH GRADE /TOP OF MULCH 2 H.G.L. 300 DEPTHS: LATERALS 12" 15 " 1Z 8 PVC SCH 80 NIPPLE (CLOSE) O1 FINISH GRADE /TOP OF MULCH ELEVATION AT METER 300 NOTE: ALL HEADS ADJACENT TO WALKS, CART PATHS, AND GOLF PLAY AREAS - " O HEAD LOSS TO METER N O2 » MAINLINE 18' - 24 POP -UP SPRAY SPRINKLER x.433 120 PSI SHALL BE 12 POP -UP TYPE PGH FOR HUNT - III III= 9 O PVC SCH 40 ELL 3 PVC SCH 80 NIPPLE ER, 1$12 FOR RAINBIRD. N I I 9 PVC SCH 80 NIPPLE O REMOTE CONTROL VALVE 30 33 SIZE 1 112" D 11 O (LENGTH AS REQUIRED) / RAINBIRD REMOTE CONTROL VALVE - EFB- CP -PRS - SERIES SIZE PER PLAN z -III I (LENGTH AS REQUIRED) MAXIMUM DEMAND GPM 47. ( > �0 �O oo g0 °o 0 10 O PVC SCH 40 ELL LINE SIZE ( ) 6 PLACE IN CARSON VALVE BOX W/ OVER- THE -RIM COVER _ 10 BRICK (1 OF 4) ELEVATION 360 I/11 ►t KING BROS. TRU -UNION BALL VALVE 11 PVC MAINLINE PIPE O HEAD LOSS AT R.C.V. 60 X.433 .98 PSI 11 00 3 � 18 5 PVC SCH 40 STREET ELL �_ 32 ( � FIELD SATELLITE PER PLANS PREPARED BY HARRY YATES 12 SCH 80 NIPPLE (2 -INCH s 3 O PVC SCH 40 TEE OR ELL PRESSURE AT R.C.V. 94.02 CLASS 200 PVC ALERTLINE OR EQUAL NON- PRESSURE LATERAL LINE (BURY MINIMUM 12 ") 7 LENGTH, HIDDEN) AND 4 PVC LATERAL PIPE 3/4" INLESS OTHERWISE NOTED ® 4 5 SCH 40 ELL O PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE. A, 8/11 - -- SCH 40 PVC ALERTLINE OR EQUAL PRESSURE MAINLINE BURY MINIMUM 18" ) 13 PVC SCH 40 TEE OR ELL -- WATER METER - PSI LOSS =____= ALERTLINE OR EQUAL PVC SCH 40 SLEEVE (TWICE SIZE OF WORKING PIPE) 16 15 14 13 12 11 BACKFLOW PREVENTER - PSI LOSS 14 PVC SCH 40 MALE ADAPTER -- STRAINER - PSI LOSS VALVE SEQUENCE NOTE: 15 PVC LATERAL PIPE -- FILTER - PSI LOSS MAXIMUM GPM DEMAND SEE SLEEVING DETAIL FOR TRENCHING IN PAVED AREAS 16 3.0 -INCH MINIMUM DEPTH o f -- GATE /BALL VALVE - PSI LOSS VALVE SIZE 3/4 -INCH WASHED GRAVEL -- MASTER VALVE PSI LOSS 17 BRASS UNION 5 3 5 6 7 PRESSURE REGULATOR - PSI LOSS NOTE: ALL IRRIGATION MAINS, LATERALS AND EQUIPMENT SHALL MEET INDUSTRY 33 18 s" MIN. *MAINLINE PSI LOSS STANDARDS FOR RECLAIMED WATER. PRODUCT SUBMITTALS WILL BE REQUIRED -- *MAINLINE 4 PS/ LOSS FOR ALL RECLAIMED WATER ITEMS. .3 VALVE BOX EXTENSIONS SHALL BE ADDED AS NECESSARY @ 6" TRENCHING D REMOTE CONTROL VALVE NTS PO P - UP 6" 12" POP -UP SPRAY SPRINKLER NTS 1 ?" 2" L RE CONTROL VALVE PSI LOSS NTS / 1 -� 2 LATERAL LINE 1 PSI LOSS 'DO NOT DRINK SIGN' SEE SIGN FACE, DETAIL SHEET 27. 1 1/2" LATERAL LINE PSI LOSS POLE MOUNT ON GALVANIZED 1 1/2" O.D. POST SET IN CONC. 50' 1 1/4" LATERAL LINE 1.22 PSI LOSS SIGN FACE ® 5 HEIGHT. 50' 1 " LATERAL LINE 1.55 PSI LOSS 50' 314" LATERAL LINE -- PSI LOSS -- 112" LATERAL LINE -- PSI LOSS 47.6 109 FI7TINGS LOSS 4.76 PSI LOSS IRRIGATION NOTES 48 ELEV. CHANGE (IN SYSTEM) 15.07 PSI LOSS 6" MIN. CLEARANCE 1 �1 ROUND GREEN PLASTIC VALVE TOTAL SYSTEMS LOSS 32.11 PSI 1. IRRIGATION PLAN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE °d 01 PAVING Box AMATEK OR EQUAL PRESSURE REQUIRED AT HEAD 5 PSI LOCATED IN PLANTING AREAS ONLY, UNLESS NOTED OTHERWISE. REFER TO 2 22 FINISH GRADE TOTAL PRESSURE REQUIRED 82.11 PSI THE IRRIGATION LEGEND AND DETAILS FOR EQUIPMENT AND INSTALLATION. 2 CLEAN BACKFILL 1 LEGEND �3 BALL VALVE STATIC PRESSURE AVAILABLE 94.02 PSI 2. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS SL EEVES EVES O 3 PVC CAP O1 FINISH GRADE O4 INTEGRAL UNIONS RESIDUAL WATER PRESSURE 11.91 PSI EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO WORK OF THIS SECTION. (TYPICAL) ROTOR POP -UP SPRINKLER �5 PVC SCH. 40, 45' ELL (TYP) J. RISERS BE � V BE P.V.C. 2 O B. ALL PIPE FITTINGS HA SCHEDULE 40. PVC PRESSURE MAINLINE O3 PVC SCH 80 NIPPLE 4 3 1 CU. FT. PEA GRAVEL PIPE (SEE SPECS 4. A. ALL WIRE SHALL BE ANG -UF, DIRECT BURIAL TYPE AND ALL SPLICES AND 18" MIN. (LENGTH AS REQUIRED) CONNECTIONS SHALL BE MADE WITH PEN -TITE CONNECTORS OR EQUAL. PVC SCH 40 ELL 2 2X4 REDWOOD OR BRICK EACH VALVE ON A CONTROLLER SHALL HAVE A SEPARATE WIRE COLOR. ALL O4 1 O8 WIRES SHALL BE INSTALLED WITH TW �5 PVC SCH 40 STREET ELL - - O (2) FEET OF EXCESS WIRE (COILED) AT _ 24 MIN. TO BLOCKING - - l�9 DEPTH -SEE SPECIFICATIONS THE END OF EACH WIRE RUN. FINISH GRADE O PVC LATERAL PIPE _III III I I - B. CONTROL WIRE SHALL BE BUNDLED AND PLACED BENEATH MAINLINE. 1 � O7 PVC SCH 40 TEE OR ELL 3 - CALCULATIO 4 5 PRESSURE CALCUL NS 5. BACKFLOW PREVENTION DEVICES SHALL BE LOCATED AS INDICATED ON THE 3 O WATER METER A SIZE 2" BOOST IRRIGATION PLAN. INSTALLATION SHALL CONFORM TO LOCAL GOVERNING CODES MANUFACTURER 18" MIN. UNDER WALKS SPECIFICATIONS. 24" MIN. UNDER DRIVES - 5 H. G. L. 520 PRESSURE 36" MIN. UNDER STREETS 6 ELEVATION AT METER 315 TO 6 CHECK VALVES SHALL BE USED WHERE NECESSARY TO PREVENT WATER � HEAD LOSS TO METER 205 FLOW FROM LOWER ELEVATION HEADS WHEN SYSTEM IS TURNED OFF. - 3 x.433 = 88.76 PSI 112 PSI 7. ALL PRESSURE MAINLINES SHALL BE EIGHTEEN (18) INCHES DEEP, AND ALL 3 4 REMOTE CONTROL VALVE 25A SIZE 2" LATERALS TWELVE (12) INCHES DEEP. TRENCH BACKFILL SHALL BE FREE OF ANY NOTES 7 8 MAXIMUM DEMAND (GPM) 46.2 MATERIAL THAT MAY DAMAGE IRRIGATION PIPE OR EQUIPMENT. IN THE EVENT OF 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 1. ALL PVC IRRIGATION SLEEVES BE SCH. PIPE. ELEVATION 285 BACKFILL SETTLEMENT, CONTRACTOR SHALL PERFORM REQUIRED REPAIRS AT 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE PRESSURE AT R.C.V EAD GAIN AT R.C.V. 30 X. = 12.9 PSI 124.9 PSI HIS OWN COST. 101 6 7 5 .76 8. ALL 4. MECHANICALLY TAMP TO 95% PROCTOR. TO 24- INCHES MINIMUM ABOVE FINISH GRADE. AUTOMATIC VALVES SHALL BE LOCATED WITHIN SHRUB AREAS. GATE PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE. VALVES SHALL BE LOCATED IN SEPARATE VALVE BOXES. 2 WATER METER 1.6 PSI LOSS 9. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH P.V.C. SCHEDULE 40 B SLEEVING E ROTOR POP -UP SPRINKLER NTS I BALL VALVE 2 " BACKFLOW PREVENTER 10 PSI LOSS TWICE THE DIAMETER OF THE SLEEVED LINE WHERE IT PASSES UNDER PAVED NTS NTS -- STRAINER -- PSI LOSS AREAS. FILTER - PSI LOSS 10. AUTOMATIC CONTROLLERS SHALL BE SIZE AND TYPE AS NOTED, AND INSTALLED � 2 MASTER VALVE 2.0 " PSI LOSS WHERE INDICATED ON IRRIGATION PLAN. CONTROL WIRES SHALL BE SLEEVED - GATE /BALL VALVE 2.0 PSI LOSS -- PRESSURE REGULATOR IN ELECTRICAL CONDUIT TO MAINLINE. 120 VOLTS SERVICE TO CONTROLLER PSI LOSS SHALL BE BY THE OWNER. 2000' *2 112" MAINLINE 1 PSI LOSS *MAINLINE -- PSI LOSS 11. PRIOR TO BAKCFILLING IRRIGATION TRENCHES: 2" REMOTE CONTROL VALVE 2.0 PSI LOSS 145' 2 112" LATERAL LINE .68 PSI LOSS A. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT -- 1 112" LATERAL LINE -- PSI LOSS 125 P.S.I. FOR A PERIOD OF FOUR HOURS. ANY LEAKS FOUND SHALL BE -- 1 114" LATERAL LINE -- PSI LOSS CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING W -- 1" LATERAL LINE -- PSI LOSS NEW MATERIAL IN ITS PLACE. -- 314" LATERAL LINE -- PSI LOSS B. ALL LATERALS SHALL BE PRESSURE TESTED AT DESIGN PRESSURE FOR ONE 112" LATERAL LINE - PSI LOSS HOUR. o NOTES 46.2 109 FITTINGS LOSS 4. PSI LOSS C. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE V 85 ELEV. CHANGE (IN SYSTEM) 36.8 PSI LOSS COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE J 1. RECLAIMED WATER VALVE BOXES ARE TO BE PURPLE. BUILDER /OWNER'S AUTHORIZED REPRESENTATIVE. p ALL VALVE BOXES ARE TO HAVE LOCKING LIDS. VALVE NUMBERS ARE TO BE HEAT BRANDED INTO THE LIDS. ALSO, TOTAL SYSTEMS LOSS 71.7 PSI 12. IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS TO PROVIDE AN EVEN cO 'RCV', 'QCV' AND 'GV' ARE TO BE HEAT BRANDED ONTO PRESSURE REQUIRED AT HEAD 30 PSI COVERAGE AND TO KEEP SPRAY OFF BUILDINGS, WALKWAYS, WALLS, AND REMOTE CONTROL VALVE, QUICK COUPLER VALVE, AND GATE TOTAL PRESSURE REQUIRED 101 • PSI DRIVES. VALVE BOX LIDS. STATIC PRESSURE AVAILABLE 10 1. 7 PSI 124.9 PSI RESIDUAL WATER PRESSURE .06 PSI 23.2 PSI 13. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE Q 2. ALL VALVE BOXES SHALL HAVE 'T' TYPE LIDS. PRESENCE OF THE BUILDER /OWNER'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A COVERAGE TEST OF WATER AFFORDED THE PLANTING AREAS TO 3. ONE EXTRA GREEN AND ONE EXTRA ORANGE WIRE SHALL BE ENSURE IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL Z PROVIDED CONTINUOUSLY BACK TO THE CONTROLLER FOR EACH MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY Q FIVE CONSECUTIVE VALVES ON A MAINLINE THE WIRE SHALL INADEQUACIES OF COVERAGE AT HIS OWN COST. BE LOOPED UP INTO EACH OF THE FIVE VALVE BOXES THEY ARE NOTES: GILLESPIIE TO SERVE. THE CONTRACTOR SHALL VERIFY CONTINUITY BACK 10% RESIDUAL PRESSURE IS NOT ACHIEVED. A 14. THE CONTRACTOR SHALL FURNISH TO THE OWNER A COMPLETE "AS BUILT" OOSTER Z DESIGN 8910 UNIVERSITY CENTER LANE SUITE 580 TO THE CONTROLLER AT END OF INSTALLATION OF IRRIGATION. PUMP SHALL BE INSTALLED, PER LEUCADIA BLV & DRAWING ON SEPIA AND TWO PRINTS SHOWING EXACT LOCATION OF ALL ITEMS GROUP INC. S AN DIEGO CALIFORNIA 92122 QUAIL GARDENS DRIVE LANDSCAPE PLAN DWG. # 4457 -1 INSTALLED. THESE ARE TO BE DELIVERED ON OR BEFORE FINAL INSPECTION. 619 558 ZO 4. WHERE SLEEVES CROSS BENEATH PAVING, CURBS SHALL BE 8977 CHISELED AS APPROVED BY THE CITY TO PERMANENTLY MARK 15. A REDUCED COLORED IRRIGATION PLAN INDICATING ALL SYSTEMS AND THEIR FAX 619 558 9188 THE LOCATIONS. APPROPRIATE SEQUENCED VALVE SHALL BE LAMINATED IN MYLAR AND MOUNTED LANDSCAPE ON THE INSIDE COVER OF THE IRRIGATION CONTROLLERS. ARCHITECTURE 5. THE CITY IS TO BE NOTIFIED AND INCLUDED IN ALL INSPECTIONS. -- 16. IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF SIXTY (60) DAYS AND SHALL WATER ON A DAILY BASIS. MAP DATE IDENTIFIER 17. IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTEM TO p DATE OF LATEST CHANGE TO THIS MAP BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM FINAL ACCEPTANCE BY THE OWNER Z � 11 /06/96 BY: K /MJ . A O DATE OF THIS PLOT 18. A SEPARATE PLUMBING PERMIT AND INSPECTION WILL BE REQUIRED FROM THE p '� / 06/96 BUILDING INSPECTION DEPARTMENT FOR THE INSTALLATION OF THE IRRIGATION a SYSTEM SHOWN ON THIS DRAWING. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SSE DESIGNED BY DRAWN BY CHECKED BY PREPARED BY: QR OFESS� o � B.R. B.R. D.J.M APPROVALS CITY OF EN C I N ITAS ENGINEERING DEPARTMENT DRAWING DESCRIPTION: TOP OF BRASS DISK �,° � ,• �r � y � o � ti PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPiROVE BY TM 94 -107 .. 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MAP DATE IDENTIFIER FAX 819 558 9188 DATE OF LATEST CHANGE TO THIS MAP 10/04/96 ar DATE OF THIS PLOT 10/04/96 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PREPARED BY D r N D RAWN BY CH D J .M. D BY F ESS � APPRO V ALS C ITY OF E N C I N ITAS ENGINEERING DEPARTMENT DRAWING NO. B. R. DESCRIPTION: TOP OF BRASS DISK unsater �e�'oP ""YF �SF, PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP ED BY TM 94 -066 IN WELL MONUMENT. HORIZONTAL: 1" = 50' -`~' i PLANTING PLAN LOCATION: STA. 64 +24 EL CAMINO REAL � N0. 38474 z DATE: — ee BY: _ BY: RECORDED FROM: S.D. CO. VERTICAL VERTICAL: _ AS S HOWN ssociates Irving Inc. Exp. -1/31/97 ENCINITAS RANCH GOLF COURSE 4628 -1 R .C. E. N0: 38474 - - CONTROL PAGE 105 PlaaaijW . Easia ri . Sv—yzW s�'TF c/v oQt'�P DRU J. MAYER 97 / 3 DATE: DATE: R �o - 31 ELEVATION: 120.20 DATUM: M.S.L 3HUQHES IRVINE,CALMRNIA9VII CM) � cAL�F REGISTERED CIVIL ENGINEER EXP: � R.C.E. R=:E. 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MAYER ELEVATION: 120.20 DATUM: M.S.L 3HUGHES IAVINE, CALIFORNIA 9MI M4)Sf3.1010 °KCAL REGISTERED CIVIL ENGINEER EXP: 3131197 R.C.E. SHEET 27 OF27 K:\DT\ 1774\ 5\ LANDSCAP\ I L r. r 4 i ' O I I ' wave I REFER TO LEUCADIA BLVD. /QUAIL GARDENS DRIVE ' I' STREETSCAPE PLAN, DRAWING # 4457 - 1 ,f w 114 TON RIP -RAP FOR PLANTING PLAN. _ _ Q �r0' L--20 U 8� j I END I NTERCEPTOR DRAIN { f't I INTERCEPTOR DRAIN l 1 i SEE LETTER OF PERMISSION 50 A 5 0 50 150 FROM: CARLTAS COMPANY S EE LETTER OF PERMISSION fJ c DATE FOR OFF SITE AD • ; DATED I F SITE GRADIN o f GRAPHIC SCALE 1 "= 50' DRAIN 308.2 F.L. OUT �'' 270.7-FL. OUT T. f° f� 3` X 8t7 0 -FL. OUT I OR DRAI a 6' TERRACE SEF LETTER OF PERMISSION 21 ma D AIN T�' FOR O* SITE GRADING INTERCEPTOR D n '°0 ✓fir°" 21 I 3 X EPTOR 7. DRAIN SL VA"S 3' X T. f � ,' C7TY OF CARLSRW 21 MAX OPF V m REFER Dili =0. Td A T74 FOR lMS III{? IN THIS Afi f W • a •Y W W W W t W ,y ,Y ' J• � W Y W � °" "Y ` � W W _ ..`. W W ......� ... 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OUT I6IA2 FE OUT It MAX 1< s�l 231,24FL. OUT It � t f t { UG PER � �D. S.D. D -63 6' TER 28700 F.L. OUT DRAIN 25& F L. OUT � � � �`R, �� R TO DNi l f I $ 1 . 4334 --G O\ FOR GRADI IN m : THIS AREA �! CITY OF ENCINITAS -, I � I e . I 9 I , �1 I D ESIGN E � I G ROUP FOR PLANTING NOTES AND DETAILS SEE SHEET 23 FOR PLANTING LEGEND SEE SHEET 23 ( 8910 UNIVERSITY CENTER LANE SUITE 580 MAP DATE IDENTIFIER SAN DIEGO RAJIk' X2122 DATE OF LATEST CHANGE TO THIS MAP 4 10/07/96 BY: MJ FOR PLANTING SPECIFICATIONS SEE SHEET 6 & 27 ! 619 g&'' 5*a- -. Y 8977 ,} '% FAX 619 558 9188 DATE OF THIS PLOT 10 0 7 96 N w►► CHECKED BY APPROVALS CITY OF EN C I N ITAS ENGINEERING DEPARTMENT DRAWING N0. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PREPARED BY: � J pJESSSI R. D.J.M. - -- DESCRIPTION: TOP OF BRASS DISK unsaker �� o� RsF, PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROVED Y: TM 94 -066 IN WELL MONUMENT. HORIZONTAL: 1 50 y PLANTING PLAN -- = LOCATION: STA. 64 +24 EL CAMtNO REAL W N0. 38474 � DATE: ���7�9�0 _ BY: - BY: 4628 -1 rl RECORDED FROM: S.D. CO. VERTICAL VERTICAL: AS SHOWN ssociates Irvine, Inc. a� U 3/31/97 r� n - 38474 ENCINITAS RANCH TM 94 -066 CONTROL PAGE 105 rl�:M . EaSM rios . srurmying �JMAIR "r ° 1 ��� \DRU R.C.E. N0. DATE: _ DATE: ELEVATION: 120.20 DATUM: M.S.L. 3HUGHES IRVINE•CALIFO (N) S0.1010 KCAL %f REGISTERED CIVIL ENGINEER EXP: 31311 97 R.C.E. f SHEET 22 OF 27 K. DT 1774 5 LANDSCAP 10 I 'l 9 2 1 ROOTBALL PLANTING NOTES ,0 O 3 CROWN -1" ABOVE FINISH GRADE PLANTING LEGEND V O3 FINISH GRADE 1. A. THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE — APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QTY. REMARKS O1 2" DIA. X 10' LODGEPOLE PINE 8 O4 FINISH GRADE AT SLOPE SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITIES SPECIFIED. STAKE (2 REQ'D) 2 X ROOTBALL DIA. AND DEPTH O2 1X2" WOOD BRACE 7 _ 0;;:,; _ _ _ O THE CONVENIENCE OF THE CONTRACTOR ONLY. B. QUANTITIES SHOWN ON THE PLANTING PLAN ARE APPROXIMATE AND ARE FOR III — III _ O6 BACKFILL MIX (SEE NOTES) B ACKGROUND TREE O 1 O3 VINYL TREE TIE (2 REQ'D) I I I ICI O O7 PLANT TABLETS (SEE NOTES) — ARAUCARIA HEfEROPHYLLA NORFOLK ISLAND PINE 15 GAL 6 C. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES O4 24 MIN. I I I — III - O8 SEE PAVING DETAILS 24" BOX 9 BETWEEN QUANTITIES AND SYMBOLS SHOWN. 2 O5 SEE TREE PLANTING DETAIL 6 4 O9 TOP OF PAVING 2. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, WHERE WEEDS 5 6 12" MIN. _ _ _ = 10 4" HIGH WATERING BASIN (IF REQ'D) ARE PRESENT, PER MANUFACTURERS SPECIFICATIONS A MINIMUM OF TEN (10) DAYS PR IOR O RK. WEEDS O TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION — O W - - -III_ - I I III III III II 3 K I — III III — III — III —III— 1, U N D I STURBED 7 TREE TRUN NATIVE SOIL SHALL BE ALLOWED TO COMPLETELY DIE BACK, INCLUDING THE BEFORE O 1 O O8 ROOTBALL O + EUCALYPTUS CITRIODORA LEMON– SCENTED GUM 15 GAL 107 PROCEEDING WITH WORK. 3. LANDSCAPE CONTRACTOR SHALL SUBMIT A SOIL ANALYSIS REPORT FROM AN AUTHORIZED TESTING AGENCY TO THE LANDSCAPE ARCHITECT BEFORE a 4..... BEGINNING WORK. SOILS REPORTS ARE TO BE SUBMITTED TO THE CITY. (1) TEST PER (2) FAIRWAYS THEME TREES I I SHALL BE PROVIDED. CONTRACTOR SHALL IDENTIFY EXACT LOCATION WHEN SUBMITTING REPORT. _III..... ... I -III I II TREE /SHRUB PLANTING DETAIL NTS MELALEUCA QUINQUENERVIA CAJEPUT TREE 15 GAL 76 4. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL 7 O 24" BOX PLANTING AREAS SHALL BE THOROUGHLY SOAKED. - I I- _ _ _ III 3 1 2 3 4 5. ALL AREAS TO BE PLANTED, WHICH HAVE A SLOPE OF 5:1 SHALL BE III =I I I= III =II PINUS CANARIENSIS CANARY ISLAND PINE 15 GAL 35 CROSS - RIPPED TO A DEPTH OF SIX (6 ") INCHES AND THE FOLLOWING = I I III III —III III —III- 8 24" BOX 272 AMENDMENTS SPREAD EVENLY AND THOROUGHLY BLENDED IN PER 1,000 O 2 _ = SQUARE FEET (QUANTITIES SUBJECT TO CHANGE PER SOIL ANALYSIS): j PLAN VIEW • I =I O 2" A. 3 CUBIC YARDS NITROGEN FORTIFIED REDWOOD SHAVINGS I =III= PINUS TORREYANA TORREY PINE 15 GAL 110 B. 100 POUNDS AGRICULTURAL GYPSUM III =III =1 I_I= III = III -� 02 PREPARED SOIL T 24" BOX 55 C. 15 POUNDS IRON SULPHATE =1 I I _III =� I =III =1 I I =1 O PLANT TABLET D. 25 POUNDS 16-6-8 SLOW RELEASE FERTILIZER DOUBLE STAKING DETAIL NTS �_� � - SECTION O FINISH GRADE 6. EACH PLANT SHALL RECEIVE "AGRIFORM" (OR EQUAL) PLANT TABLETS AS » 8 (�5 EQUAL(X) —SEE PLANT ACCENT TREES FOLLOWS: 24 BOX AND 15 GAL 7 CENTER SPACING METROSIDEROS EXCELSUS NEW ZEALAND CHRISTMAS TREE 15 GAL 76 ROOTED CUTTING /4" POT – 1 5 GRAM 1 O 6 CONCRETE MOW STRIP OR 1 GAL. CONTAINER - 1 21 GRAM HARDSCAPE IMPROVEMENT 5 GAL. CONTAINER - 3 21 GRAM AS INDICATED ON PLAN 15 GAL. CONTAINER - (5 21 GRAM O 5 O7 CONCRETE CURB OR EUCALYPTUS FICIFOLIA RED FLOWERING GUM 15 GAL 52 PER 3 IN. BOXED TREE SIZE – (1)21 GRAM HARDSCAPE IMPROVEMENT E AS INDICATED ON PLAN 7. PLANT BACKFILL SHALL BE 50% SITE SOIL, AND 50% NITROGEN FORTIFIED OS EQUAL 1/2(X) REDWOOD SHAVINGS BY VOLUME. TIPUANA TIPU TIPU TREE 15 GAL 80 8. PLANT PITS SHALL BE TWICE THE SIZE OF THE DESIGNATED NURSERY CONTAINER. 9. PLANT MATERIAL SHALL NOT BE ROOT BOUND, FIVE GALLON PLANTS AND LARGER SHALL HAVE BEEN GROWN IN CONTAINER FOR A MINIMUM OF 6 MONTHS ' AND A MAXIMUM OF TWO YEARS. PLANT SHALL EXHIBIT HEALTHY GROWTH AND C ERYTHRINA CAFFRA CORAL TREE 24" BOX 8 BE FREE OF DISEASES AND PESTS. O O 10. A. STAKE ALL TREES PER DETAIL. B. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN PLAN SIDE GROWTH ON ALL TREES. GROUNDCOVER PLANTING DETAIL NTS SHRUBS 11. PLANTS SHALL NOT BE PLACED WITHIN TWELVE (12 ") INCHES OF SPRINKLER STRALITZIA REGINAE BIRD OF PARADISE 5 GAL 3'-0" O.C. PROVIDED BY OTHERS. HEADS. CONTRACTOR SHALL HYDROSEED INSTALL. 12. SHRUBS SHOWN IN PLANT AREAS SHALL BE UNDER - PLANTED WITH GROUNDCOVER SHOWN BY ADJACENT SYMBOL, TO WITHIN 12" OF MAIN PLANT I. HYDROSEEDING MIXTURES AND RATES OF APPLICATION + + + + STEM. + + + SEASONAL COLOR BY OTHERS HYDROSEED MIX #1 LBS. %PURITY/ + + + + 13. LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM 2% DRAINAGE AWAY FROM SEED ACRE GERM. ALL BUILDINGS, STRUCTURES, AND WALLS, FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. ARTEMISIA CALIFORNICA /CALIFORNIA SAGEBRUSH 3 15/50 * NOTE: 14. FINISHED GRADES SHALL BE ONE (1) INCH BELOW THE TOP OF CURBS, SILLS, AND ENCELIA CALIFORNICA /COASTAL ENCELIA 3 40/60 ALL SHRUB AND SPREADING SHRUB AREAS SHALL BE HYDROSEEDED WITH A 50/50% MIX WALKWAYS IN ALL AREAS, WHERE SOD IS LAID NEXT TO THESE IMPROVEMENTS – ERIODICTYON CRASSIFOIUM /YERBA SANTA 2 40/40 OF GAZANIA 'FIESTA RED' AND GAZANIA 'MINI –STAR YELLOW' AT 30 LBS. PER ACRE. FINISH GRADE BEFORE LAYING SOD SHALL BE 1 BELOW THE TOP. ERIOGONUM FASCICULATUM /FLAT – TOP BUCKWHEAT 8 10/65 15. THE LANDSCAPE CONTRACTOR SHALL LEAVE SITE IN A CLEAN CONDITION, ERIOPHYLLUM CONFERTIFLORUM /GOLDEN YARROW 2 30/60 REMOVING ALL UNUSED MATERIAL TRASH, AND TOOLS. ISOCOMA MENZIESII /GOLDENBUSH 3 20/40 ISOMERIS ARBOREA /BLADDERPOD 4 90/60 16. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF ELYUMUS CONDENSATUS /GIANT WILD RYE 5 70/80 . SIXTY (60) DAYS, AFTER COMPLETION. ALL AREAS SHALL BE KEPT CLEAN, LOTUS SCOPARIUS /DEERWEED 4 90/60 WATERED AND WEED – FREE. IMULUS I H M M AURANTACUS /BUSONKEYFLOWER 2 5/70 FAIRWAY TURF FOR TYPE AND INSTALLATION SPECIFICATIONS, SEE SPECIFICATIONS WEED ABATEMENT M MULUS HAMN A FASC MO BUSH MALOW 2 15/60 BY GOLF COURSE ARCHITECT: DATED 9/10/96 17. AT COMPLETION OF ALL WORK OUTLINED IN THESE PLANS, THE LANDSCAPE NASSELLA LEPIDA /FOOTHILL NEEDLEGRASS 3 60/60 CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A WALK THROUGH TO ALL AREAS TO BE HYDROSEEDED SHALL HAVE IRRIGATION INSTALLED SALVIA APIANA /WHITE SAGE 3 70/70 DETERMINE THAT ALL ASPECTS OF WORK ARE COMPLETED. WORK MUST BE AFTER INITIAL CLEARING AND BEFORE ANY HYDROSEEDING TAKES SALVIA CLEVELANDII /CLEVELAND SAGE 3 70/50 FULLY COMPLETED ACCORDING TO ALL PLANS SPECIFICATIONS AND MUST PLACE. AREAS SHALL BE IRRIGATED AND ALLOWED TO GERMINATE. S SALVIA C LEV BELLUM /BLUE EYED GRASS 4 95/75 ROUGH TURF FOR TYPE AND INSTALLATION SPECIFICATIONS, SEE SPECIFICATIONS BE COMPLETED IN GOOD WORKMANSHIP MANNER AND MUST BE ACCEPTED BY AT THIS POINT, ALL WEEDS SHALL BE ERADICATED WITH AN APPROVED TOTAL 51 BY GOLF COURSE ARCHITECT: DATED 9/10/96 THE OWNER IN WRITING PRIOR TO THE BEGINNING OF THE MAINTENANCE PERIOD. HERBICIDE AND THE PROCESS SHALL BE REPEATED ONE ADDITIONAL TIME THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOWING SCOPE OF WORK: BEFORE HYDROSEEDING TAKES PLACE. IRRIGATION SHALL BE RUN A MIN. OF 7 DAYS PRIOR TO EACH APPLICATION OF HERBICIDE. II. HYDROSEEDING SUSPENSION OR SLURRY COMPOSITION BEFORE HYDROSEEDING TAKES PLACE. A. DAILY WATERING OF ALL PLANT MATERIAL. ALL REMAINING AREAS NOT SHOWN AS FAIRWAY TURF OR NDSCAPE B. WEEKLY MOWING OF ALL TURF AREAS. GREEN WOOD MULCH 2,250.0 LB. /AC. AREAS ON PLANS: DATED 9/10/96 C. WEEDING AND REMOVAL OF ALL WEEDS FROM GROUND COVER AREAS. FERTILIZER (16- 16 -16) 400.0 LB. /AC. D. REPLACEMENT OF ANY DEAD, DYING, OR DAMAGED TRESS, SHRUBS, OR AZ - TAC BINDER 150.0 LB. /AC. GROUND COVERS. FERROUS SULFATE OR IRON CHELATE 2.8 GALS. /AC. E. FILLING AND REPLANTING OF ANY LOW AREAS WHICH MAY CAUSE STANDING HYDROSEED MIX #2 WATER. F. ADJUSTING OF SPRINKLER HEAD HEIGHT AND WATERING PATTERN. III. APPLICATION PROCEDURES AND EQUIPMENT yQ LBS. /ACRE URITY G. FILLING AND RECOMPACTION OR ERODED AREAS. G ERM. H. WEEKLY REMOVAL OF ALL TRASH, LITTER, CLIPPINGS, AND ALL FOREIGN A. EQUIPMENT– HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF THE DEBRIS. FERTILIZER, SEED AND SLURRY OF PREPARED WOOD PULP SHALL BE OF THE "SUPER I. AT 30 DAYS AFTER PLANTING, AMMONIUM SULFATE SHALL BE APPLIED TO „ LAWN AREAS AT THE RATE OF 5 LBS. PER 1,000 SQUARE FEET. LEUCADIA BOULEVARD SLOPE TREES HYDRO– SEEDER TYPE AS APPROVED BY THE SAN DIEGO COUNTY ENGINEER. THIS ELYMUS TRITICOIDES /CREEPING WILD RYE 15 90/80 J. AT 60 DAYS AFTER PLANTING AND PRIOR TO THE END OF THE MAINTENANCE EQUIPMENT SHALL HAVE A BUILT –IN AGITATION SYSTEM AND OPERATING CAPACITY STIPA PULCHRA /PURPLE NEEDLEGRASS 18 70/60 PERIOD, BEST FERTILIZER COMPANY 16 -6 -8 (OR EQUAL) SHALL BE APPLIED AT SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY. SUFFICIENT TO AGITATE, SUSPEND, AND HOMOGENEOUSLY MIX A SLURRY CONTAINING 33 THE RATE OF 6 LBS. PER 1,000 SQUARE FEET TO LAWN AREAS AND PLANTING NOT LESS THAN 40# OF FIBER MULCH PLUS A COMBINED TOTAL OF 7# FERTILIZER AREAS. SOLIDS FOR EACH 100 GALLONS OF WATER. 18. PRIOR TO END OF MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL C. THE SLURRY DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE ALL PLANTINGS SHALL BE WELL KNIT AND ESTABLISHED, PROVIDING CONTACT OWNER AND ARRANGE FOR A FINAL WALK THROUGH. OWNER MUST T PINUS TORREYANA TORREY PINE 15 GAL 54 AND SHALL BE EQUIPPED WITH A SET OF HYDRAULIC SPRAY NOZZLES WHICH WILL FULL EROSION CONTROL ON SLOPES, PRIOR TO OR AT THE END OF PERIOD. ALL MAINTAINED AREAS IN WRITING PRIOR TO END OF MAINTENANCE PROVIDE A CONTINUOUS NON– FLUCTUATING DISCHARGE. THE SLURRY TANK SHALL MAINTENANCE, OR THE MAINTENANCE WILL BE EXTENDED AS HAVE A MINIMUM, CAPACITY OF 1500 GALLONS AND SHALL BE MOUNTED ON A NECESSARY UNTIL SATISFACTORY ESTABLISHMENT IS REACHED. 19. A. ALL GROUND COVERS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO TRAVELING UNIT, EITHER SELF – PROPELLED OR DRAWN BY A SEPARATE UNIT, WHICH GROWTH AND HEALTH FOR A PERIOD OF SIXTY (60) DAYS AFTER COMPLETION WILL PLACE THE SLURRY TANK SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL SHRUBS SHALL BE AREAS TO BE SEEDED. GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A (� QUERCUS AGRIFOLIA COAST LIVE OAK 1 GAL 83 PERIOD OF NINETY (90) DAYS AFTER COMPLETION OF MAINTENANCE PERIOD l B. PREPARATION THE SLURRY PREPARATION SHALL TAKE PLACE AT THE SITE OF AND FINAL ACCEPTANCE. ALL TREES SHALL BE GUARANTEED BY THE WORK AND SHALL BEGIN BY ADDING WATER TO THE TANK WHEN THE ENGINE IS AT CONTRACTOR TO LIVE AND GROW IN AN ACCEPTABLE UPRIGHT POSITION FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION OF THE SPECIFIED HALF – THROTTLE, WHEN THE WATER LEVEL HAS REACHED THE HEIGHT OF THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE. AGITATOR SHAFT, GOOD RE– CIRCULATION SHALL BE ESTABLISHED AND, AT THIS TIME, C. APPLICATION – THE OPERATOR SHALL SPRAY THE SLOPES WITH A UNIFORM, VISIBLE THE SEED SHALL BE ADDED. FERTILIZERS SHALL THEN BE ADDED, FOLLOWED BY COAT BY USING GREEN COLOR OF THE WOOD PULP AS A GUIDE. THE SLUR Y B. THE CONTRACTOR, WITHIN FIFTEEN (15) DAYS OF WRITTEN NOTIFICATION BY WOOD PULP MULCH. SHALL BE APPLIED IN A SWEEPING MOTION, IN AN ARCHED STREAM SO AS TO FALL THE ARCHITECT, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT LIKE RAIN; ALLOWING THE WOOD FIBERS TO BUILD ON EACH OTHERS UNTIL A GOOD MATERIALS, WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF p GARY BICKLER, INC MULCH SHALL ONLY BE ADDED TO THE MIXTURE AFTER THE SEED AND WHEN THE COAT IS ACHIEVED, AND THE MATERIAL IS SPREAD AT THE REQUIRED RATE PER ACRE. THE GUARANTEE. REPLACEMENT SHALL BE MADE WITH PLANT MATERIALS AS (/ ) FILLED WITH WATER. TANK IS AT LEAST ONE -THIRD 1 3 INDICATED OR SPECIFIED ON THE ORIGINAL PLANS, AND ALL SUCH GOLF COURSE ARCHITECT MAP DATE IDENTIFIER REPLACEMENT MATERIALS SHALL BE GUARANTEED AS SPECIFIED FOR THE DATE OF LATEST CHANGE TO THIS MAP D. ALL BARE SPOTS SHALL BE RESEEDED WITHIN NINETY (90) DAYS TO THE ORIGINAL MATERIAL GUARANTEE. 7746 HERSCHEL AVENUE 09/19/96 BY: KR THE ENGINE THROTTLE SHALL BE OPENED TO FULL SPEED WHEN THE TANK IS SATISFACTION OF THE CITY ENGINEER. LA JOLLA, CALIFORNIA 92037 DATE OF THIS PLOT HALF– FILLED WITH WATER. ALL THE WOOD PULP MULCH SHALL BE ADDED BY THE TIME 619/459 -7283 FAX 619/221- 5999 09/19/96 j THE TANK IS TWO– THIRDS (2/3) TO THREE – FOURTHS (3/4) FULL. SPRAYING SHALL E. NASELLA LEPIDA NEEDS TO BE RAKED INTO SOIL PRIOR TO HYDROSEED INSTALLATION. COMMENCE IMMEDIATELY WHEN THE TANK IS FULL. DES IPHED BY I D N BY CHEgKED BY APPROVALS I N ITA ENGINEERING DEPARTMENT DRAWING NO. DATE BENCH MARK SCALE o ALS CITY OF ENC S REVISIONS APPROVED DATE REFERENCES PREPARED BY: Q �pFESSi 8 . f? . 1 8. 1? . .J. M. � DESCRIPTION: TOP OF BRASS DISK unseler ���'o�J' F PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP OVED BY IN WELL MONUMENT. - PLANTING NOTES AND DETAILS HORIZONTAL: AS SHOWN LOCATION: STA. 64 +24 EL CAMINO RE4L 9 NO 38474 A DATE: �lg19�D BY: _ . BY: -_ 4 1 Inc. R.C.E. N0: 38474 RECORDED FROM: S.D. CO. VERTICAL VERTICAL: AS SHOWN ssocietes Irvine, Up.3/31/97 - ENCINITAS RANCH GOLF COURSE - s r - _ '''' ��yy ` _ CONTROL PAGE 105 p1swiv < ansi —fizw . Sur-.OAr r e I v)� pR`' DRU . MAYE DATE: DATE: – f il l 0 ELEVATION: 120.20 DATUM: M.S.L. 3HUGHES IRVINE, CALIFORNIAn7IS (14)523 -1010 oFCAQ REGISTERED CIVIL ENGINEER EXP: 3131197 R.C.E. HEET 23 OF 27 K:\DT\ 1774\ 5\ GILL IRR\ SHEET23. DW SECTION 02810 - IRRIGATION SYSTEMS 1. The Terms "Listed" and "Labeled ": As defined in "National 2.2 PIPES AND TUBES A. Investigate and determine available water supply water pressure PART 1 - GENERAL Electrical Code," Article 100. Applications" flow characteristics. A. Refer to Part 3 Article "Piping A lications" for identification below are specified and tube materials where pipe s 2. Listing and Labeling Agency Qualifications: A Nationally of systems P P P 3.2 PREPARATION 1.1 RELATED DOCUMENTS Recognized Testing Laboratory' (NRTL) as defined in OSHA used. A. Set stakes to identify proposed sprinkler locations. Obtain . Regulation 1910.7. 9 r specifications for Encinitas Ranch Golf Course see s ecificat o A. Drawings and general provisions of the Contract, apply to this B. Copper Tube, p Architect's/City of Encinitas Representatives approval before Section. F. Product Options: Irrigation system piping, specialties, and dated: 9/10/96 excavation. accessories are based on specific types, manufacturers, and 1.2 SUMMARY models indicated. Components with equal performance C. Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 1785, PVC 1120, 3.3 PIPING APPLICATIONS characteristics produced by other manufacturers may be Schedule 40, 160 psig (1100kPa) minimum pressure rating for 8- A. This Section includes valves, piping, sprinklers, specialties, inch (200mm) and smaller sizes, with plain ends. A. Refer to Part 2 of this Section for detailed specifications for considered, provided deviations in dimensions, operation, and i e and fittings products listed below. Use pipe, accessories, controls, and wiring for lawn irrigation systems. p p g p p p tube, other characteristics do not change design concept or intended D. Polyvinyl Chloride (PVD) Plastic Pipe: ASTM D 1785, PVC 1120, fittings, and joining methods according to the followin g B. This Section includes valves, piping, sprinklers, specialties, performance as judged by the Architect and City of Encinitas. g g g g, P p Schedule 80, 250 psig (1725 kPa) minimum pressure rating for ap Piping in its and aboveground may be joined with accessories, controls, and wiring or roundcover and shrubbery The burden of proof of product equality is on the Contractor. inch 200mm and smaller sizes, with lain and threaded ends. PP P g P g Y g g ry ( ) P flanges instead of joints indicated. irrigation systems. For fairways, greens and tees, see 1.7 PROJECT CONDITIONS specifications for Encinitas Ranch Golf Course dated: 9/10/96 2.3 PIPE AND TUBE FITTINGS B. Use pipe, tube, fittings, and joining methods according to the A. Perform site survey, research public utility records, and verify following applications. 1.3 DEFINITIONS A. Refer to Part 3 Article Piping Applications for identification existing utility locations. Verify that irrigation system piping of where systems pipe and tube fitting materials specified below may be installed in compliance with original design and Y P P g P C. Pressure Piping Underground, see specifications for Encinitas Ranch A. Pipe sizes used in this Section are nominal pipe size (NPS) in referenced standards. are used. Golf Course date 9/10/96 , dwg # 4833 -1 inches. B. Site Information: Reports on subsurface condition investigations 2.4 JOINING MATERIALS D. Circuit Piping: Use the following: B. Supply Piping: See specifications for Encinitas Ranch Golf Course made during design of the Project are available for informational dated: 9/10/96 purposes only; data in reports are not intended as A. Solvent Cement: ASTM F 656 primer and ASTM D 2564 solvent cement 1. All Sizes: ASTM D 1785, Schedule 40, polyvinyl chloride (PVC) representations or warranties of accuracy or continuity of in color other than orange. plastic pipe; ASTM D 2466, Schedule 40, PVC plastic, socket -type C. Pressure Piping: Piping downstream from supply piping to and conditions (between soil borings) Owner assumes no fittings; and solvent- cemented joints. . including control valves. Piping is under irrigation system 2.5 WATER METERS, see plans and specifications for Encinitas Ranch Golf pressure. Piping in this category is shown in its entirety on responsibility for interpretations or conclusions drawn from this Course dated: 9/1096 and Leucadia Blvd. dw g# 4457 -I information. 2. All Sizes: ASTM D 2241, SDR 17, polyvinyl chloride (PVC) plastic plans prepared by Harry Yeats. pipe; ASTM D 2467, Schedule 80, PVC plastic, socket -type 1.8 SEQUENCING AND SCHEDULING fittings; and solvent- cemented joints. D. Circuit Piping: Piping downstream from control valves to 2.6 BACKFLOW PREVENTERS, see plans and specifications for Encinitas Ranch irrigation system sprinklers. Piping is under pressure (less than A. Coordinate irrigation systems work with landscape work specified Golf Course dated: 9/10/96 and dwg# 4833-1 3. All Sizes: ASTM D 2241, SDR 17 or 21, polyvinyl chloride (PVC) pressure piping) during flow. in Division 2 Section ' Landscape Work" plastic pipe, ASTM 2466, Schedule 40, PVC plastic, socket -type E. Control Valve: Automatic (electrically operated) valve for fittings; and solvent- cemented joints. control water flow to irrigation system zone. 2.7 PRESSURE REGULATORS, see plans and specifications for Encinitas Ranch I Golf Course dated: 9/10/96 E. Branches and Offsets at Sprinklers and Devices: ASTM D 1785, Schedule 80, polyvinyl chloride (PVC) plastic pipe with threaded 1.4 SYSTEM PERFORMANCE REQUIREMENTS 2.8 VALVES, see plans and specifications for Encinitas Ranch Golf Course and threaded joints. ends; ASTM D 2464, Schedule 80, PVC plastic, threaded fittings; P A. Location of Sprinklers and Devices: Design location is dated: 9/196 P 9 approximate. Make minor adjustments (within 5' radius as shown on 1. Option: Plastic piping made for this application may be use instead of pipe and fittings specified. plans) necessary to avoid plantings and obstructions such as 2.9 CONTROL VALVES signs and light standards. F. Sleeves: ASTM D 1785, Schedule 40, polyvinyl chloride (PVC) A. Description: Manufacturer's standard control valves for plastic pipe; ASTM D 2466, Schedule 40, PVC plastic, socket -type B. Minimum Water Coverage: Not less than: circuits, of type and size indicated, and as follows: fittings; and solvent- cemented joints. Other Planting Areas: 100 percent. PART 2 - PRODUCTS 1. Provide valves as shown on plans. 3.4 JOINT CONSTRUCTION C. Components and Installation: Capable of producing piping systems 2.1 MANUFACTURERS 2. Automatic Control Valves: Diaphragm -type, normally closed, with A. Threaded Joints: Thread pipes with tapered pipe threads with the following minimum working pressure ratings except where manual flow adjustment, and operated by 24- volt -a.c. solenoid. according to ASME 61.20.1, apply tape or joint compound, and indicated otherwise. A. Available Manufacturers: Subject to compliance with apply wrench to valve ends into which pipes are being threaded. pp y P P g requirements, manufacturers offering products that may 3. Quick Couplers: Factory- fabricated, 2 -piece assembly. Include Pressure Piping: 150 psig (1035 kPa). q g P y be I vin B. Polyvinyl coupler water -seal valve; removable upper body with spring - loaded Chloride PVC Pi Solvent- Cemented Joints: Curcuit Piping: 100 psig (690 kPa). incorporated in the Work include, but are not limited to, the _ y y (PVC) Piping following: or weighted, rubber - covered cap; hose swivel with ASME 61.0.7, _ construct joints according to ASTM D 2672 and ASTM D 2855. 11.5NH threads for garden hose on outlet; and operating key. 1.5 SUBMITTALS n 1. Handling of Solvent Cements, Primers, and Cleaners: Comply with B. Manufacturers: Subject to compliance with requirements, provide g P y A. General: Submit the following according to the Conditions of the products by one of the following: a. Locking Top Option: Include vandal- resistant, locking feature procedures in ASTM F 402 for safe handling when joining plastic g g with 2 matching keys. pipe and fittings with solvent cements. Contract and Division 1 Specification Sections. 1. Water Meters, see specifications for Encinitas Ranch Golf Course lonitrile-butadiene- , ac lene B. Control Valve Boxes: Polyethylene PE dated: 9/10/96 y y ( ) ry C. Dissimilar Materials Piping Joints: Construct joints using B. Product data including pressure rating, rated capacity, settings, styrene (ABS). Size as required for application. adapters that are compatible with both piping materials, outside and electrical data of selected models for the following: 2. Backflow Preventers, see specifications for Encinitas Ranch Golf diamete rs, and system working pressure. Refer to "Piping Systems y g P P g y Course dated: 9/10/96 1. Drainage Backfill: Cleaned gravel or crushed stone, graded from - Common Requirements" Article for joining dissimilar metal 1. Valves, including general -duty, underground, automatic control, 3 inches 75 mm) maximum to - inch (19 mm) minimum. i in 2. and quick - coupler types, and valve boxes. P p g. 3. Sprinklers, including emitters, drip tubes, and devices. 3. Pressure Regulators, see specifications for Encinitas Ranch Golf 2.10 SPRINKLERS 4. Controls, see specifications for Encinitas Ranch Golf Course Course dated: 9/10/96 3.5 PIPING SYSTEMS - COMMON REQUIREMENTS dated: 9/10/96 A. Description: Manufacturer's standard sprinklers designed to A. General Locations and Arrangements: Drawings indicate general 5. Wiring, see specifications for Encinitas Ranch Golf Course 4. Gate Valves for Underground Installation, see specifications for g g g p Encinitas Ranch Golf Course dated: 9/10/96 provide uniform coverage over entire area of spray shown on location and arrangement of piping systems. Indicated locations dated: 9/10/96 Drawings at available water pressure, as follows: and arrangements were used to size pipe and calculate friction 6. Water hammer arresters, see specifications for Encinitas Ranch loss, and in other design considerations. Install piping Golf Course dated: 9/10/96 5. Corporation Stops for Underground Installation, see specifications 1. Housings: Plastic. g P P g as for Encinitas Ranch Golf Course dated: 9/10/96 g indicated, except where deviations to layout are approved on 1.6 QUALITY ASSURANCE 2. Flush, Surface: Fixed pattern, with screw -type flow adjustment. coordination drawings. 6. Valves for Aboveground and Pit Installation, see specifications for 3. Interior Parts: Brass or other corrosion - resistant materials. Encinitas Ranch Golf Course dated: 9/10/96 4. Pop -Up, Spray: Fixed pattern, with screw -type flow adjustment B. Install components having pressure rating equal to or greater A. Comply with requirements of utility supplying water for and stainless -steel retraction spring. than system operating pressure. prevention of backflow and backsiphonage see dwg# 4833-1 and 5. Pop -Up Rotary Spray: Gear drive, full - circle and adjustable specifications for Encinitas Ranch Golf Course dated: 9/10/96 and 7. Automatic Control Valves, as specified on plans. ' Leucadia Boulevard dwg# 4457 -I part- circle type. C. Install piping free of sags and bends. 8. Control Valve Boxes: B. Comply with requirements of authority with jurisdiction for 2.11 AUTOMATIC CONTROL SYSTEM, see s ecifications for Encinitas Ranch Golf D. Locate groups of pipes parallel to each other, spaced to permit P Y q P valve servicing. irrigation Applied Engineering Products. ation s stems. a. Ametek by Plymouth Products Div., AMETEK. g Y Course dated: 9/10/96 C. Installer Qualifications: Engage an experienced Installer who C. Brooks Products, Inc., Polyplastics Div. E. Install fittings for changes in direction and branch connections. . has completed irrigation systems similar in material, design, and d. Carson Industries, Inc. 2.12 WATER HAMMER ARRESTERS, see specifications for Encinitas Ranch Golf F. Piping connections: Except as otherwise indicated make piping extent to that indicated for Project that have resulted in e. DFW /HPI by Hefco Plastics, Inc. P g P P P g J Course dated: 9/10/96 construction with a record of successful in- service performance. f. National Diversified Sales, Inc. connections as specified below. g. Pepco Water Conservation Products, Inc. Stamp, Label, or Other Markin On equipment, h. Quazite Div., Morrison Molded Fiber Glass Co. 1. Install unions, in piping 2 inches (50mm) and smaller, adjacent D. Listing/Approval p. g 2.13 PRESSURE GAGES, sees specifications for Encinitas Ranch Golf specialties, and accessories made to specified standards. P to each valve and at final connection to each piece of equipment s P P 10. Sprinklers, as specified on plans. Course dated: 9/10/96 having 2 -inch (50mm) or smaller threaded pipe connection. E. Listing and Labeling: Equipment, specialties, and accessories 11. Controllers, see plans and specifications for Encinitas Ranch Golf 3.6 PIPING INSTALLATION that are listed and labeled. Course dated: 9/10/96 2.14 CONCRETE BASIS, see specifications for Encinitas Ranch Golf Course dated: 9/10/96 A. Install underground polyvinyl chloride (PVC) plastic pipe according to ASTM D 2774. 2.15 IDENTIFICATION, see specifications for Encinitas Ranch Golf Course dated: 9/10/96 PART 3 - EXECUTION 3.1 EXAMINATION GILLESPIE DESIGN 8910 UNIVERSITY CENTER LANE SUITE 580 GROUP INC. SAN DIEGO CALIFORNIA 92122 MAP DATE IDENTIFIER 819 • 558 • 8977 DATE OF LATEST CHANGE TO THIS MAP FAX 619 • 558 • 9188 10/07/96 BY: KR /MJ LANDSCAPE DATE OF THIS PLOT ARCHITECTURE 10079 DESIGN DES IG NLD BY DRAWN APPn CITY OF EN C I N ITAS ENGINEERING DEPARTMENT DRAWING NO. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PREPARED BY: Q � oFE SS/ 0 , B. D .J.M. ` DESCRIPTION: TOP OF BRASS DISK �' WAY, BY- TM 94 -066 l i" aker ��� R ti PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP IRRIGATION SPECIFICATIONS I WELL MONUMENT. HORIZONTAL: AS S -" A NO. -18474 LOCATION: STA. 64 +24 EL CAMINO REAL Expp.3 /3%97 A DATE: ���� /9�o BY:_ BY: ENCINITAS RANCH GOLF COURSE 4628 -1 RECORDED FROM. S.D. CO. VERTICAL VERTICAL: AS SHOWN soci ates Irvine, Inc. s r Planting • Bngiaeedag SurnyinB DRU J. R.C.E. N0: 38474 (- CONTROL PAGE 105 '�r v J q y ER DATE. DATE',: F pR M OF 3xuallsa IRVINE, (7I4)563d010 cAL f 3 31 SHEET 24 OF 27 ELEVATIO N 120.20 DATUM: M.S.L. REGISTERED D CIVIL ENGINEER EXP: � � 97 R.C.E. K. \ DT\ 1774\ 5\ GIL` IRR\ SHEET24. D l B. LAY PIPING ON SOLID SUBBASE, UNIFORMLY SLOPED WITHOUT HUMPS B. OPERATIONAL TESTING: PERFORM OPERATIONAL TESTING AFTER HYDROSTATIC TESTING IS COMPLETED, BACKFILL IS IN PLACE, AND OR DEPRESSIONS. SPRINKLERS ARE ADJUSTED TO FINAL POSITION. 1. INSTALL POLYVINYL CHLORIDE (PVC) PLASTIC PIPE IN DRY WEATHER WHEN TEMPERATURE IS ABOVE 40 DEG F (4 DEG C). 3.7 DEMONSTRATION ALLOW JOINTS TO CURE AT LEAST 24 HOURS AT TEMPERATURE A. DEMONSTRATE TO ARCHITECT THAT SYSTEM MEETS COVERAGE ABOVE 40 DEG F (4 DEG C) BEFORE TESTING UNLESS REQUIREMENTS AND THAT AUTOMATIC CONTROLS FUNCTION PROPERLY. OTHERWISE RECOMMENDED BY MANUFACTURER. B. DEMONSTRATE TO OWNER'S MAINTENANCE PERSONNEL OPERATION OF EQUIPMENT, SPRINKLERS, SPECIALTIES, AND ACCESSORIES. E. MINIMUM COVER: PROVIDE FOLLOWING MINIMUM COVER OVER TOP OF REVIEW OPERATING AND MAINTENANCE INFORMATION. I BURIED P ING: P C. PROVIDE 7 DAYS , WRITTEN NOTICE IN ADVANCE OF DEMONSTRATION. DEPTH OF MINIMUM OF 36 INCHES PIP ING: GREATER DEP I, PRESSURE PIP D. CITY OF ENCINITAS REPRESENTATIVE SHALL BE NOTIFIED AND (915 MM) BELOW FINISHED GRADE, OR NOT LESS THAN 18 INCLUDED IN ALL INSPECTIONS. INCHES (460 MM). 2. CIRCUIT PIPING: 12 INCHES (300 MM) END OF SECTION 02810 3. SLEEVES: 24 INCHES (600 MM). H. INSTALL PIPING UNDER SIDEWALKS AND PAVING IN SLEEVES. 3.7 VALVE INSTALLATION A. VALVES: INSTALL UNDERGROUND VALVES IN VALVE BOXES OR PITS. B. CONTROL VALVES: INSTALL IN VALVE CONTROL VALVE BOXES, WITH LOCKING ARRANGED FOR EASY ADJUSTMENT AND REMOVAL. INSTALL BRASS UNION ON DOWNSTREAM SIDE, HEAT BRAND VALVE NUMBER ON LID. 3.8 WATER METER INSTALLATION, SEE SPECIFICATIONS FOR ENCINITAS RANCH GOLF COURSE DATED: 9/10/96 BACKFLOW PREVENTER INSTALLATION, SEE SPECIFICATIONS FOR ENCINITAS RANCH GOLF COURSE DATED: 9/10/96 3.10 PRESSURE REGULATOR INSTALLATION, SEE SPECIFICATIONS FOR ENCINITAS RANCH GOLF COURSE DATED: 9/10/96 3.11 SPRINKLER INSTALLATION A. SPRINKLERS: FLUSH CIRCUIT PIPING WITH FULL HEAD OF WATER AND INSTALL SPRINKLERS AFTER HYDROSTATIC TEST IS COMPLETED. 1. INSTALL SHRUBBERY SPRINKLERS AT HEIGHTS INDICATED. 2. LOCATE PART — CIRCLE SPRINKLERS TO MAINTAIN A MINIMUM DISTANCE OF 4 INCHES (100 MM) FROM WALLS AND 2 INCHES (50 MM) FROM OTHER BOUNDARIES, UNLESS OTHERWISE INDICATED. 3.12 AUTOMATIC CONTROL SYSTEM INSTALLATION, SEE SPECIFICATIONS FOR ENCINITAS RANCH GOLF COURSE DATED: 9/10/96 3.13 CONNECTIONS A. CONNECT PIPING TO SPRINKLERS, DEVICES, VALVES, CONTROL VALVES, SPECIALTIES AND ACCESSORIES. B. CONNECT WATER SUPPLIES TO IRRIGATION SYSTEMS. C. ELECTRICAL CONNECTIONS: CONNECT TO POWER SOURCE, CONTROLLERS, AND AUTOMATIC CONTROL VALVES. 3.14 FIELD QUALITY CONTROL A. TESTING: PERFORM HYDROSTATIC TEST OF PIPING AND VALVES PER SPECIFICATIONS FOR ENCINITAS RANCH GOLF COURSE DATED: 9/10/96 3.15 CLEANING AND ADJUSTING A. FLUSH DIRT AND DEBRIS FROM PIPING BEFORE INSTALLING SPRINKLERS AND OTHER DEVICES. B. ADJUST AUTOMATIC CONTROL VALVES TO PROVIDE FLOW RATE OF RATED OPERATING PRESSURE REQUIRED FOR EACH SPRINKLER CIRCUIT. C. ADJUST SETTINGS OF CONTROLLERS AND AUTOMATIC CONTROL VALVES. 3.16 COMMISSIONING A. STARTING PROCEDURES: FOLLOW MANUFACTURER'S WRITTEN PROCEDURES. IF NO PROCEDURES ARE PRESCRIBED BY MANUFACTURERS, PROCEED AS FOLLOWS: 1. VERIFY THAT SPECIALTY VALVES AND THEIR ACCESSORIES HAVE BEEN INSTALLED CORRECTLY AND OPERATE CORRECTLY. 2. VERIFY THAT SPECIFIED TESTS OF PIPING ARE COMPLETE. 3. CHECK THAT SPRINKLERS AND DEVICE ARE CORRECT TYPE. 4. CHECK THAT DAMAGE SPRINKLERS AND DEVICES HAVE BEEN REPLACED WITH NEW MATERIALS. 5. CHECK THAT POTABLE WATER SUPPLIES HAVE CORRECT TYPE BACKFLOW PREVENTERS. 6. ENERGIZE CIRCUITS TO ELECTRICAL EQUIPMENT AND DEVICES. �ILLESPIE 7. ADJUST OPERATING CONTROLS. DE SIGN 8910 UNIVERSITY CENTER LANE SUITE 580 GROUP INC. SAN DIEGO CALIFORNIA 92122 MAP DATE IDENTIFIER 819 • 558 • 8977 DATE OF LATEST CHANGE TO THIS MAP FAX 819 • 558 • 9188 09/19/96 BY: KR DATE OF THIS PLOT LANDSCAPE ARCHITECTURE 09/19/96 Exp. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE B. . C H D.J APPRO CITY O F ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. *' : 9 ESS ip� DESIQNED BY DESCRIPTION: TOP OF BRASS DISK unsaker ����'o� °' W ' YF Rs�, PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP OVED PREPARED BY Y: TM 94 -066 • . IN WELL MONUMENT. HORIZONTAL: 1" = 50' �, IRRIGATION SPECIFICATIONS LOCATION: STA. 64 +24 EL CAMINO REAL W N0. 38474 m DATE: _ I,�� � BY: BY: ENCINITAS RANCH GOLF COURSE 4628- 3/31/97 A - - RECORDED FROM: S.D. CO. VERTICAL VERTICAL: AS SHOWN ssociates Irvine, Inc. \P R.C.E. N0: 384 74 CONTROL PAGE 105 pl —aing - 6asiff -ifs • s,► Ows 'rF CI V IL �`' DRU . MAY S DATE: DATE: - _ - ELEVATION: 120.20 DATUM: M.S.L 3HUGHES IRVINE CALIFORNIA" MR 014)583.1010 OFCALI REGISTERED CIVIL ENGINEER EXP: 3131197 R.C.E. - - - SHEET 25 OF 27 K:\DT\ 1774\ 5\ GIL IRR\ SHEET25. D J� r SECTIONAL 02900 - LANDSCAPING SHAPE. PROVIDE PROTECTIVE COVERING DURING DELIVERY. DO B. GRADE: PROVIDE TREES AND SHRUBS OF SIZES AND GRADES ORGANIC SOURCES OF UREA -FORM, PHOSPHOROUS, AND POTASSIUM IN NOT DROP TREES ANS SHRUBS DURING DELIVERY. CONFORMING TO ANSI Z60.1 FOR TYPE OF TREES AND SHRUBS THE FOLLOWING COMPOSITION: REQUIRED. TREES AND SHRUBS OF A LARGER SIZE MAY BE USEF IF PART 1 - GENERAL D. DELIVER TREES, SHRUBS, GROUND COVERS, AND PLANTS AFTER ACCEPTABLE TO ARCHITECT, WITH A PROPORTIONATE INCREASE IN 1. COMPOSITION: 1 LB PER 1000 SQ. FT. (0.5 KG PER 100 SQ. M) PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED. IF PLANTING SIZE OF ROOTS OR BALLS. OF ACTUAL NITROGEN, 4 PERCENT PHOSPHOROUS, AND 2 1.1 RELATED DOCUMENTS IS DELAYED MORE THAN 6 HOURS AFTER DELIVERY, PROTECT FROM PERCENT POTASSIUM, BY WEIGHT. WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS MOIST. 2.2 SHADE AND FLOWERING TREES A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT. 2. COMPOSITION: NITROGEN, PHOSPHOROUS, AND POTASSIUM IN 1. DO NOT REMOVE CONTAINER -GROWN STOCK FROM CONTAINERS A. SHADE TREES: SINGLE -STEM TREES WITH STRAIGHT TRUNK, WELL- AMOUNTS RECOMMENDED IN SOIL REPORTS FROM A QUALIFIED BEFORE TIME OF PLANTING. BALANCED CROWN, AND INTACT LEADER, OF HEIGHT AND CALIPER SOIL- TESTING AGENCY. l 1.2 SUMMARY INDICATED, CONFORMING TO ANSI Z60.1 FOR TYPE OF TREES 2. WATER ROOT SYSTEMS OF TREES AND SHRUBS STORED ON SITE REQUIRED. D. SLOW- RELEASE FERTILIZER: GRANULAR FERTILIZER CONSISTING OF WITH A FINE -MIST SPRAY. WATER AS OFTEN AS NECESSARY TO 50 PERCENT WATER- INSOLUBLE NITROGEN, PHOSPHOROUS, AND A. THIS SECTION INCLUDES THE FOLLOWING: MAINTAIN ROOT SYSTEM IN A MOIST CONDITION. 1. BRANCHING HEIGHT: 1/3 TO 1/2 OF TREE HEIGHT. POTASSIUM IN THE FOLLOWING COMPOSITION: 1. TREES. 1.6 PROJECT CONDITIONS B. SMALL TREES: SMALL UPRIGHT OR SPREADING TYPE, BRANCHED OR 1. COMPOSITION: 5 PERCENT NITROGEN, 10 PERCENT 2. SHRUBS. PRUNED NATURALLY ACCORDING TO SPECIES AND TYPE, AND WITH PHOSPHOROUS, AND 5 PERCENT POTASSIUM, BY WEIGHT. 3. GROUND COVERS. A. UTILITIES: DETERMINE LOCATION OF ABOVE GRADE AND RELATIONSHIP OF CALIPER, HEIGHT, AND BRANCHING RECOMMENDED 4. PLANTS. UNDERGROUND UTILITIES AND PERFORM WORK IN A MANNER WHICH BY ANSI Z60.1, AND STEM FORM AS FOLLOWS: 2. COMPOSITION: 20 PERCENT NITROGEN, 10 PERCENT 5. TURF, SEE SPECIFICATIONS PREPARED BY CARY BICKLER, GOLF WILL AVOID DAMAGE. HAND EXCAVATE, AS REQUIRED. MAINTAIN PHOSPHOROUS, AND 10 PERCENT POTASSIUM, BY WEIGHT. COURSE ARCHITECT, DATED: 9/10/96 GRADE STAKES UNTIL REMOVAL IS MUTUALLY AGREED UPON BY 1. FORM: MULTISTEM, CLUMP, WITH 2 OR MORE MAIN STEMS. PARTIES CONCERNED. 3. COMPOSITION: NITROGEN, PHOSPHOROUS, AND POTASSIUM IN 6. TOPSOIL AND SOIL AMENDMENTS, SEE SPECIFICATIONS PREPARED BY CARY BICKLER, GOLF COURSE ARCHITECT, DATED: 9/10/96 2.3 CONIFEROUS EVERGREENS AMOUNTS RECOMMENDED IN SOIL REPORTS FROM A QUALIFIED 7. FERTILIZERS AND MULCHES. B. EXCAVATION: WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH SOIL- TESTING AGENCY. 8. STAKES AND GUYS. ARE ENCOUNTERED, SUCH AS RUBBLE FILL, ADVERSE DRAINAGE A. FORM AND SIZE: NORMAL - QUALITY, WELL - BALANCED, CONIFEROUS CONDITIONS, OR OBSTRUCTIONS, NOTIFY ARCHITECT BEFORE EVERGREENS, OF TYPE, HEIGHT, SPREAD, AND SHAPE R QUIRED, 1.3 SUBMITTALS PLANTING. CONFORMING TO ANSI Z60.1. 2.11 STAKES: A. GENERAL: SUBMIT EACH ITEM IN THIS ARTICLE ACCORDING TO THE 1.7 COORDINATION AND SCHEDULING 2.4 BROADLEAF EVERGREENS A. UPRIGHT STAKES: SOUND, NEW HARDWOOD, REDWOOD, OR PRESSURE - CONDITIONS OF THE CONTRACT. PRESERVATIVE - TREATED SOFTWOOD, FREE OF KNOTS, HOLES, CROSS A. COORDINATE INSTALLATION OF PLANTING MATERIALS DURING NORMAL A. FORM AND SIZE: SPECIMEN - QUALITY, WELL - BALANCED, BROADLEAF GRAIN, AND OTHER DEFECTS, 2 INCHES DIA. BY LENGTH REQUIRED, B. PRODUCT CERTIFICATES SIGNED BY MANUFACTURERS CERTIFYING PLANTING SEASONS FOR EACH TYPE OF PLANT MATERIAL REQUIRED. EVERGREENS, OF TYPE, HEIGHT, SPREAD, AND SHAPE RIEQUIRED, POINTED AT ONE END. THAT THEIR PRODUCTS COMPLY WITH SPECIFIED REQUIREMENTS. CONFORMING TO ANSI Z60.1. 1.8 WARRANTY PART 3- EXECUTION 1. MANUFACTURE'S CERTIFIED ANALYSIS FOR STANDARD 2.5 GROUND COVERS AND PLANTS 3.1 EXAMINATION PRODUCTS. A. GENERAL WARRANTY: THE SPECIAL WARRANTY SPECIFIED IN THIS 2. ANALYSIS FOR OTHER MATERIALS BY A RECOGNIZED LABORATORY ARTICLE SHALL NOT DEPRIVE THE OWNER OF OTHER RIGHTS THE A. PROVIDE GROUND COVERS AND PLANTS ESTABISHED AND WELL MADE ACCORDING TO METHODS ESTABLISHED BY THE OWNER MAY HAVE UNDER OTHER PROVISIONS OF THE CONTRACT ROOTED IN REMOVABLE CONTAINERS OR INTEGRAL PEAT OT AND A. EXAMINE AREAS TO RECEIVE LANDSCAPING FOR COMPLIANCE WITH ASSOCIATION OF OFFICIAL ANALYTICAL CHEMISTS, WHERE DOCUMENTS AND SHALL BE IN ADDITION TO, AND RUN CONCURRENT WITH NOT LESS THAN THE MINIMUM NUMBER AND LENGTH OF RUNNERS REQUIREMENTS AND FOR CONDITIONS AFFECTING PERFORMANCE OF APPLICABLE. WITH, OTHER WARRANTIES MADE BY THE CONTRACTOR UNDER REQUIRED BY ANSI Z60.1 FOR THE POT SIZE INDICATED. WORK OF THIS SECTION. DO NOT PROCEED WITH INSTALLATION REQUIREMENTS OF THE CONTRACT DOCUMENTS. 3. LABEL DATA SUBSTANTIATING THAT PLANTS, TREES SHRUBS RE Q OCUMEN S. UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. I I AND PLANTING MATERIALS COMPLY WITH SPECIFIED 2.6 GRASS MATERIALS, SEE SPECIFICATIONS BY CARY BICKLER, GOLF 3.2 PREPARATION REQUIREMENTS. B. SPECIAL WARRANTY: WARRANTY THE FOLLOWING LIVING PLANTING COURSE ARCHITECT, DATED: 9/10/96 MATERIALS FOR A PERIOD OF ONE YEAR AFTER DATE OF C. CERTIFICATION OF GRASS SEED FROM SEED VENDOR, SEE SPECIFICATIONS SUBSTANCIAL COMPLETION, AGAINST DEFECTS INCLUDING DEATH AND 2.7 TOPSOIL, SEE SPECIFICATIONS BY CARY BICKLER, GOLF COURSE A. LAY OUT INDIVIDUAL TREE AND SHRUB LOCATIONS AND AREAS FOR MULTIPLE PLANTINGS. STAKE LOCATIONS, OUTLINE AREAS, AND UNSATISFACTORY GROWTH, EXCEPT FOR DEFECTS RESULTING FROM ARCHITECT, DATED: 9/10/96 BY CARY BICKLER, GOLF COURSE ARCHITECT, DATED: 9/10/96 SECURE ARCHITECT'S /CITY OF ENCINITAS REPRESENTATIVE'S ADEQUATE MAINTENANCE, NEGLECT, OR ABUSE BY OWNER, ACCEPTANCE BEFORE THE START OF PLANTING WORK. MAKE MINOR D. MATERIAL TEST REPORTS FROM QUALIFIED INDEPENDENT TESTING ABNORMAL WEATHER CONDITIONS UNUSUAL FOR WARRANTY PERIOD, OR 2.8 SOILS AMENDMENTS ADJUSTMENTS FOR TREES WITHIN A 25' RADIUS OF CENTER SHOWN AGENCY INDICATING AND INTERPRETING TEST RESULTS RELATIVE INCIDENTS THAT ARE BEYOND CONTRACTOR'S CONTROL. TO COMPLIANCE OF THE FOLLOWING MATERIALS WITH REQUIREMENTS A. LIME: ASTM C 602, CLASS T, AGRICULTURAL LIMESTONE ON PLANS) AS MAY BE REQUIRED. INDICATED. 1. TREES. CONTAINING A MINIMUM 80 PERCENT CALCIUM CARBONATE EQUIVALENT, WITH A MINIMUM 99 PERCENT PASSING A NO. 8 (2.36 3.3 PLANTING SOIL PREPARATION 1. ANALYSIS OF EXISTING SURFACE SOIL. C. SPECIAL WARRANTY: WARRANTY THE FOLLOWING LIVING PLANTING MM) SIEVE AND A MINIMUM 75 PERCENT PASSING A NO. 60 (250 A. BEFORE MIXING CLEAN TOP T PLANTS, DS MATERIALS FOR A PERIOD OF NINETY DAYS AFTER DATE OF MICROMETER SIEVE. SOIL OF ROOTS, LA S SO 2. ANALYSIS OF IMPORTED TOPSOIL. ) SUBSTANCIAL COMPLETION, AGAINST DEFECTS INCLUDING DEATH AND STONES, CLAY LUMPS, AND OTHER EXTRANEOUS MATERIALS HARMFUL E. PLANTING SCHEDULE INDICATING ANTICIPATED DATES AND UNSATISFACTORY GROWTH, EXCEPT FOR DEFECTS RESULTING FROM 1. PROVIDE LINE IN THE FORM OF DOLOMITIC LIMESTONE. TO PLANT GROWTH. LOCATIONS FOR EACH TYPE OF PLANTING. LACK OF ADEQUATE MAINTENANCE, NEGLECT, OR ABUSE BY OWNER, B. MIX SOIL AMENDMENTS AND FERTILIZERS WITH TOPSOIL AT RATES ABNORMAL WEATHER CONDITIONS UNUSUAL FOR WARRANTY PERIOD, OR B. ALUMINUM SULFATE: COMMERCIAL GRADE, UNADULTERATED. INDICATED. DELAY MIXING FERTILIZER IF PLANTING DOES NOT F. MAINTENANCE INSTRUCTIONS RECOMMENDING PROCEDURES TO BE INCIDENTS THAT ARE BEYOND CONTRACTOR'S CONTROL. FOLLOW PLACING OF PLANTING SOIL WITHIN A FEW DAYS. ESTABLISHED BY OWNER FOR MAINTENANCE OF LANDSCAPING DURING C. SAND: CLEAN, WASHED, NATURAL OR MANUFACTURED SAND, FREE OF AN ENTIRE YEAR. SUBMIT BEFORE EXPIRATION OF REQUIRED 1. SHURBS. TOXIC MATERIALS. MAINTENANCE PERIODS. 2. GROUNDCOVERS. 1. A "PLANTING SOILS AMENDMENTS SCHEDULE" IS INCLUDED IN D. PERLITE: HORTICULTURAL PERLITE, SOIL AMENDMENT GRADE. THE PLANTING NOTES. 1.4 QUALITY ASSURANCE D. REMOVE AND REPLACE DEAD PLANTING MATERIALS IMMEDIATELY FOR TREE PIT OR TRENCH BACKFILL, MIX PLANTING SOIL BEFORE UNLESS REQUIRED TO PLANT IN THE SUCCEEDING PLANTING SEASON. E. PEAT HUMUS: FINELY DIVIDED OR GRANULAR TEXTURE, WI H A PH C. BACKFI TREE AND STOCKPILE AT SITE. A. INSTALLER QUALIFICATIONS: ENGAGE AN EXPERIENCED INSTALLER RANGE OF 6 TO 7.5, COMPOSED OR PARTIALLY DECOMPOSED MOSS WHO HAS COMPLETED LANDSCAPING WORK SIMILAR IN MATERIAL, E. REPLACE PLANTING MATERIALS THAT ARE MORE THAN 25 PERCENT PEAT (OTHER THAN SPHAGNUM), PEAT HUMUS, OR REED-SEDGE PEAT. D. FOR PLANTING BEDS, MIX PLANTING SOILS EITHER PRIOR TO DESIGN, AND EXTENT TO THAT INDICATED FOR THIS PROJECT AND DEAD OR IN AN UNHEALTHY CONDITION AT END OF WARRANTY PLANTING OR APPLY ON SURFACE OF TOPSOIL AND MIX THOROUGHLY WITH A RECORD OF SUCCESSFUL LANDSCAPE ESTABLISHMENT. PERIOD. F. PEAT HUMUS: FOR ACID - TOLERANT TREES AND SHRUBS, PROVIDE MOSS PEAT, WITH A PH RANGE OF 3.2 TO 4.5, COARSE FIBROUS BEFORE PLANTING. 1. INSTALLER'S FIELD SUPERVISION: REQUIRE INSTALLER TO 1.9 TREE AND SHRUB MAINTENANCE. TEXTURE, MEDIUM - DIVIDED SPHAGNUM MOSS PEAT OR REED-SEDGE MAINTAIN AN EXPERIENCED FULL -TIME SUPERVISOR ON THE PEAT. 1. MIX LIME WITH DRY SOIL PRIOR TO MIXING FERTILIZER. PROJECT SITE DURING TIMES THAT LANDSCAPING IS IN A. MAINTAIN TREES ABD SHRUBS BY PRUNING, CULTIVATING, PREVENT LIME FROM CONTACTING ROOTS OF ACID - TOLERANT PROGRESS. WATERING, WEEDING, FERTILIZING, RESTORING PLANTING SAUCERS, G. SAWDUST OR GROUND -BARK HUMUS: DECOMPOSED, NI ROGEN- PLANTS. TIGHTENING AND REPAIRING STAKES, AND RESETTING TO PROPER TREATED, OF UNIFORM TEXTURE, FREE OF CHIPS, STONES STICKS, 2. APPLY PHOSPHORIC ACID FERTILIZER OTHER THAN THAT GRADES OR VERTICAL POSITION, AS REQUIRED TO ESTABISH SOIL, OR TOXIC MATERIALS. CONSTITUTING A PORTION OF COMPLETE FERTILIZERS, B. TOPSOIL ANALYSIS, SEE SPECIFICATIONS BY CARY BICKLER, GOLF I COURSE ARCHITECT, DATED: 9/10/96 HEATHY, VIABLE PLANTINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. RESTORE OR REPLACE 1. WHEN SITE TREATED, MIX WITH AT LEAST 0.15 LB 2.4 KG) DIRECTLY TO SUBGRADE BEFORE APPLYING PLANTING SOILS AND DAMAGED TREE WRAPPINGS. MAINTAIN TREES AND SHRUBS UNTIL OF AMMONIUM NITRATE OR 0.25 LB 4KG OF AMMONIUM TILLING. ANZI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR C. MEASUREMENTS: MEASURE TREES AND SHRUBS ACCORDING TO TURNED OVER TO J.C. RESORTS. SULFATE PER CU. FT. (CU. M.) OF LOOSE SAWDUST OR GROUND NORMAL POSITION. MEASURE MAIN BODY OF TREE OR SHRUB FOR BARK. HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP -TO -TIP. 1.10 GROUND COVER AND PLANT MAINTENANCE H. HERBICIDES: EPA REGISTERED AND APPROVED, OF TYPE D. REINSTALLATION CONFERENCE, SEE SPECIFICATIONS BY CARY A. MAINTAIN GROUND COVER AND PLANTS BY WATERING, WEEDING, RECOMMENDED BY MANUFACTURER. BICKLER, GOLF COURSE ARCHITECT. FERTILIZING, AND OTHER OPERATIONS AS REQUIRED TO ESTABISH HEALTHY, VIABLE PLANTINGS UNTIL TURNED OVER TO J.C. 2.9 FERTILIZER 1.5 DELIVERY, STORAGE, AND HANDLING 1.11 RESORTS. A. BONEMEAL: COMMERCIAL, RAW, FINELY GROUND; MINIMUM OF 4 A. PACKAGED MATERIALS: DELIVER PACKAGED MATERIALS IN PERCENT NITROGEN AND 20 PERCENT PHOSPHORIC ACID. CONTAINERS SHOWING WEIGHT, ANALYSIS, AND NAME OF A. TURF MAINTENANCE, SEE SPECIFICATIONS BY CARY BICKLER, GOLF MANUFACTURER. PROTECT MATERIALS FROM DETERIORATION DURING COURSE ARCHITECT, DATED: 9/10/96 B. SUPERPHOSPHATE: COMMERCIAL, PHOSPHATE MIXTURE, SOLUBLE; DELIVERY AND WHILE STORED AT SITE. MINIMUM OF 20 PERCENT AVAILABLE PHOSPHORIC ACID. PART 2- PRODUCTS B. SEED: DELIVER SEED IN ORIGINAL SEALED, LABELED, AND C. COMMERCIAL FERTILIZER: COMMERCIAL -GRADE COMPLETE UNDAMAGED CONTAINERS. 2.1 TREE AND SHRUB MATERIAL FERTILIZER OF NEUTRAL CHARACTER, CONSISTING OF FAST-AND SLOW- RELEASE NITROGEN, 50 PERCENT DERIVED FROM NATURAL C. TREES AND SHRUBS: DO NOT PRUNE BEFORE DELIVERY, EXCEPT AS A. GENERAL: FURNISH NURSERY -GROWN TREES AND SHRUBS CONFORMING APPROVED BY ARCHITECT. PROTECT BARK, BRANCHES, AND ROOT TO ANSI Z760.1, WITH HEALTHY ROOT SYSTEMS DEVELOPED BY SYSTEMS FROM SUN SCALD, DRYING, SWEATING, WHIPPING, AND TRANSPLANTING OR ROOT PRUNING, PROVIDE WELL- SHAPED, FULLY - OTHER HANDLING AND TYING DAMAGE. DO NOT BEND OR BIND -TIE BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS TREES OR SHRUBS IN SUCH A MANNER AS TO DESTROY NATURAL LARVAE AND DEFECTS SUCH AS KNOTS SUN SCALD i. INJURIES, ABRASIONS, AND DISFIGUREMENT. ILI,L fiSPIE DE SIGN 8910 UNIVERSITY CENTER LANE SUITE 580 GROUP INC. SAN DIEGO CALIFORNIA 92122 MAP DATE IDE NTIFIER 619 558 8977 DATE OF LATEST CHANGE TO THIS MAP 09/19/96 FAX 819 • 558 • 9188 : KR DATE OF THIS P OT LANDSCAPE ARCHITECTURE 09 1 9/ ( , 6 DES 71 DIMM BY 7T CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PREPARED BY: APPROVALS CITY O F ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. QR �ESS i� D.J.M. DESCRIPTION: TOP OF BRASS DISK unsaker ���'a�° 3. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP OVED BY• PLANTING SPECIFICATIONS TM 94 -066 IN WELL MONUMENT. ti HORIZONTAL: AS SHOWN LOCATION: STA. 64 +24 EL CAMINO REAL W NO 38474 A DATE: 9� /S /9le BY: _ BY: Exp. 3/31/97 ENCINITAS RANCH GOLF COURSE 4628 -I I RECORDED FROM: S.D. CO. VERTICAL ssociates Irvine, Inc. VERTICAL: AS SHOWN CONTROL PAGE 105 R.C.E. N0: 38474 Pl -aiog • Bngr m*f • swvaying 'TF °��IL �� DRU MAYE S DATE: DATE: ._ ELEVATION: 120.20 DATUM: M.S.L. ;HUGHES IRVINE,CALIAORNI nns M4) SO -1010 CAL CIVIL ENGINEER EXP: 3/31/97 R.C.E. fyS*E. SHEET 26 OF 27 i K: \DT\ 1774 \5 \GIL_I1?R \SHEET26.DW 3.4 TURF PLANTING PREPARATION, SEE SPECIFICATIONS BY CARY l BICKLER, GOLF COURSE ARCHITECT RECLAIMED WATER NOTES 3.5 GROUND COVER AND PLANT BED PREPARATION 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SAN DIEGUITO WATER DISTRICT RULES AND REGULATIONS. A. LOOSEN SUBGRADE OF PLANTING BED AREAS TO A MINIMUM DEPTH OF 6 INCHES (150 MM). REMOVE STONES LARGER THAN 1 INCHES 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECLAIMED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLAIMED ED WATER 38 MM IN ANY DI ( ) DI AND STICKS, ROOTS, RUBBISH, AND ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S, OTHER EXTRANEOUS MATERIALS. PLAYGROUNDS, SAND TOT LOTS, ETC. B. SPREAD PLANTING SOIL MIXTURE TO DEPTH REQUIRED TO MEET 3. BEST MANAGEMENT PRACTICE SHALL BE USED TO ELIMINATE OR CONTROL TO THE ; THICKNESS, GRADES, AND EVALUATIONS SHOWN, AFTER LIGHT BEST EXTENT POSSIBLE PONDING, RUN -OFF, OVER -SPRAY AND MISTING. ROLLING AND NATURAL SETTLEMENT. PLACE APPROXIMATELY 1/2 THE THICKNESS OF PLANTING SOILS MIXTURE REQUIRED. WORK INTO 4. HOSE BIBS ARE STRICTLY PROHIBITED. LI TOP OF LOOSENED SUBGRADE TO CREATE A TRANSITION LAYER AND I4 THEN PLACE REMAINDER OF PLANTING SOIL MIXTURE. 5. ON SITE CROSS- CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. C. TILL SOIL IN BEDS TO A MINIMUM DEPTH OF 8 INCHES (200 MM) AND MIX WITH SPECIFIED SOILS . NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL AMENDMENTS AN F LS AME D FERTILIZERS, ON SLOPES OF THE SAN DIEGUITO WATER DISTRICT. LESS THAN 3:1. D. REMOVE SOIL TO A MINIMUM DEPTH OF 8 INCHES (200 MM) AND 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER THE SAN DIEGUITO WATER DISTRICT RULES AND REGULATIONS. REPLACE WITH PREPARED PLANTING SOILS MIXTURE. 8. HOURS FOR IRRIGATION WITH RECLAIMED WATER ARE FROM 10:00 PM TO 6:00 AM. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECLAIMED WATER TER MAY BE 'I 3.6 EXCAVATION FOR TREES AND SHRUBS MODIFIED BY LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECLAIMED WATER SHALL BE UNDER THE SUPERVISION OF THE A. PITS AND TRENCHES: EXCAVATE WITH VERTICAL SIDES AND WITH DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY BOTTOM OF EXCAVATION SLIGHTLY RAISED AT CENTER TO ASSIST THAN DISINFECTED TERTIARY RECLAIMED WATER SHALL BE BETWEEN THE HOURS OF DRAINAGE. LOOSEN HARD SUBSOIL IN BOTTOM OF EXCAVATION. 10:00 PM TO 6:00 AM. 1. CONTAINER -GROWN TREES AND SHRUBS. EXCAVATE TO TWICE 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET THE SAN DIEGUITO WATER DISTRICT CONTAINER WIDTH, AND DEPTH TO CONTAINER. RULES ND REGULATIONS. I � C. OBSTRUCTIONS: NOTIFY ARCHITECT IF UNEXPECTED ROCK OR 10. NON- DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECLAIMED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH OBSTRUCTIONS DETRIMENTAL TO TREES OR SHRUBS ARE ENCOUNTERED IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, IN EXCAVATIONS. CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 1. HARDPAN LAYER. DRILL 6 INCH 150 MM DIAMETER HOLES 11 IRRIGATION HEADS HA - SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER- P ( R S R,4YlNG ) I NTO NON D ESIGNATED 0 FREE DRAINING STRATA OR TO A DEPTH OF 10 FEET (3 M), ON SIDEWALKS, STREETS AND NON DESIGNATED USE AREAS. WHICHEVER IS LESS, AND BACKFILL WITH FREE - DRAINING MATERIAL. 12. RECLAIMED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECLAIMED WATER DISTRIBUTION SYSTEMS (SPIKES NOT D. DRAINAGE NOTIFY ARCHITECT IF SUBSOIL CONDITIONS EVIDENCE INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER SAN DIEGUITO UNEXPECTED WATER SEEPAGE OR RETENTION IN TREE OR SHRUB WATER DISTRICT RULES AND REGULATIONS. PITS. 13. ON RECLAIMED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR -CODED PURPLE PER AWWA GUIDELINES AND SECTION I 4049.54 OF THE CALIFORNIA HEALTH AND SAFETY CODE. I' 3 . 8 PLANTING TRESS AND SHRUBS 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, NON- POTABLE OR B. SET CONTAINER -GROWN STOCK PLUMB AND IN CENTER OF PIT OR RECLAIMED WATER COLOR -CODED (PURPLE) AND LAID WITH WARNING TAPE AND TRENCH WITH TOP OF BALL RAISED ABOVE ADJACENT FINISH GRADES STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE SAN DIEGUITO AS INDICATED. WATER DISTRICT RULES AND REGULATIONS. 1. - - CAREFULLY REMOVE CONTAINERS SO AS NOT TO DAMAGE ROOT 15. ON NEW ON SITE SYSTEMS (POST METER), POTABLE WATER, CONSTANT PRESSURE BALLS. RECLAIMED WATER, AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR (4) FEET APART OR AS DIRECTED BY THE PROJECT ENGINEERING, AND /OR REGULATORY 2. PLACE BACKFILL AROUND BALL IN LAYERS, TAMPING TO SETTLE AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE BACKFILL AND ELIMINATE VOIDS AND AIR POCKETS. WHEN PIT CENTERLINES. IS APPROXIMATELY 1/2 BACKFILLED, WATER THOROUGHLY 16. CONSTANT PRESSURE RECLAIMED WATER LINES SHALL CROSS AT LEAST TWELVE (12) BEFORE PLACING REMAINDER OF BACKFILL. REPEAT WATERING INCHES BELOW POTABLE WATER LINES AND SHALL MAINTAIN AT LEAST TWELVE ( 12 ) UNTIL NO MORE IS ABSORBED. WATER AGAIN AFTER PLACING INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. BLACK LOGO 18 AND TAMPING FINAL LAYER OF BACKFILL. PURPLE BACKGROUND (N.T.S.) 17. IF A CONSTANT PRESSURE RECLAIMED WATER LINE MUST BE INSTALLED ABOVE A WARNING RECLAIMED WATER ATER LINE OR LESS THAN TWELVE (12) INCHES BELOW A POTABLE WATER 1 BLACK LETTERS POTABLE W 36 „ DO NOT DRINK 3.9 TREE AND SHRUB PRUNING LINE, THEN THE RECLAIMED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED WATER DISTRICT RULES AND DIEGUITO A. PRUNE, THIN, AND SHAPE TREES AND SHRUBS AS DIRECTED BY PROTECTIVE SLEEVE AS PER THE SAN REGULATIONS. (N.T.S.) ARCHITECT. 18. DEVELOPER /CONTRACTORS SHALL CONDUCT A CROSS- CONNECTION TEST AND W ARNING RECLAIMED WATER oo B. PRUNE, THIN, AND SHAPE TREES AND SHRUBS ACCORDING TO COVERAGE TEST AS DIRECTED BY THE SAN DIEGUITO WATER DISTRICT AND /OR SAN DO NOT DRINK z STANDARD HORTICULTURAL PRACTICE. PRUNE TREES TO RETAIN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES PRIOR TO ANY RE ARCHITECT, DO NOT CUT TREE LEADERS; REMOVE HEI SPREAD. SW ARC ONLY INJURED OR USE OF RECLAIMED WATER RECLAIMED WATER N . DEAD BRANCHES FROM FLOWERING TREES. PRUNE SHRUBS TO RETAIN 19. THE REQUIRED CROSS- CONNECTION INSPECTION SHALL BE DONE BY EITHER THE SAN NATURAL CHARACTER. SHRUB SIZES INDICATED ARE SIZE AFTER DIEGUITO WATER DISTRICT AND /OR THE SAN DIEGO COUNTY DEPARTMENT OF AVISO -AGUA IMPURA AVISO -AGUA IMPURA ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO NO TO M A R N 0 TOM AR PRUNING. THE NON- INSPECTING PARTY. 20. SHOW THE DESIGN AND LOCATIONS PROPOSED FOR RECLAIMED WATER "DO NOT 1 " BLACK LETTERS 3.10 TREE STAKING DRINK" SIGNS ON THE PLANS 2" BLACK LETTERS A. UPRIGHT STAKING AND TYING: STAKE ALL TREES. USE A MINIMUM 21. WHEN RECLAIMED WATER BECOMES AVAILABLE, AN ON -SITE USER /SUPERVISOR SHALL OF 2 STAKES OF LENGTH REQUIRED TO PENETRATE AT LEAST 18 BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING (SIZE) 12" K 36" (SIZE) 18" X 18" INCHES (450 MM) BELOW BOTTOM OF BACKFILLED EXCAVATION AND SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW /CROSS L� TO EXTEND AT LEAST 72 INCHES (1800 MM) ABOVE GRADE. SET CONNECTION PROTECTION, THE RECLAIMED WATER SURVEYOR'S RULES AND .060 ABS PLASTIC OR STICK -ON .016 ALUMINUM, .060 ABS PLASTIC VERTICAL STAKES AND SPACE TO AVOID PENETRATING BALLS OR REGULATIONS, AND THE SPECIFIC REQUIREMENTS OF THE RECLAIMED WATER SYSTEM. VINYL SIGNS ALSO, .016 ALUMINUM OR STICK -ON VINYL SIGNS COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED ROOT MASSES. SUPPORT TREES WITH 2 STRANDS OF TIE WIRE ENCASED IN HOSE SECTIONS AT CONTACT POINTS WITH TREE TRUNK. TO THE SAN DIEGUITO WATER DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES. ALLOW EN OUGH SLACK 0 AVOID RIGID RESTRAINT OF TREE. J 0 IN CASE OF EMERGENCY CONTAC A 3.11 PLANTING GROUND COVER AND PLANTS TYPICAL SIGNS NAME PHONE NUMBER � cn A. SPACE GROUND COVER AND PLANTS AS INDICATED. OR AFTER HOURS CONTAC Z . NAME A PHONE NUMBER NOT TO SCALE O B. SPACE GROUND COVER AND PLANTS NOT MORE THAN 24 INCHES (600 MM) v APART. 22. ALL PUBLIC AND PRIVATE WATER MAINS WITHIN 60 FEET OF A RECLAIMED WATER C• DIG HOLES LARGE ENOUGH TO ALLOW SPREADING OF ROOTS, AND CROSSING SHALL BE SHOWN ON THE PLANS. BACKFILL WITH PLANTING SOIL. WORK SOIL AROUND ROOTS TO c� ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUCER INDENTATION AROUND PLANTS TO HOLD WATER. WATER THOROUGHLY AFTER 2 PLANTING, TAKING CARE NOT TO COVER PLANT CROWNS WITH WET Z SOIL. 3.12 TURF, SEE SPECIFICATIONS BY CARY BICKLER, GOLF COURSE ARCHITECT. G ILLESPIE DESIGN 8910 UNIVERSITY CENTER LANE SUITE 580 GROUP INC. SAN DIEGO CALIFORNIA 92122 MAP DATE IDENTIFIER Z DATE OF LATEST CHANGE TO THIS MAP 619 • 558 • 8977 Ci FAX 619 558 9 188 11/07/96 BY:KR /MJ o DATE OF THIS PLOT LANDSCAPE ARCHITECTURE 11/07 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PREPARED BY: DESIGN DRAW BY C HECKED APPROVALS CITY O F EN C I N ITAS ENGINEERING DEPARTMENT DRAWING NO. ? Q ROF ESS � °� B.R. B.R. D.J.M. m DESCRIPTION: TOP OF BRASS DISK maker ��� "" Fti PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP OVED BY TM 94 -066 IN WELL MONUMENT. y " PLANTING SPECIFICATIONS `�' HORIZONTAL: AS SHOWN i LOCATION: STA. 64 +24 EL CAMINO REAL 2 NO. 38474 a DATE: ���5� 9w BY: - BY: I RECORDED FROM: S.D. CO. VERTICAL VERTICAL: AS SHOWN s vin sociates Ire, Inc. Exp. 3/31/97 ENCINITAS RANCH GOLF COURSE 4628 -1 i Lill s P R.C.E. N0: 38474 .� CONTROL PAGE 105 Planing . Engineering , surveying �qr ° 1 V I o�`� DRU J. MAYE S DATE: DATE: - 3HUCiH IRVINES,CAI.IFORNIAm18 (714)583 -1010 °FCAL�F REGISTERED CIVIL ENGINEER EXP: 1 1 R.C.E. SHEET 27 OF ELEVATION: 120.20 DATUM: M.S.L. 3 31 97 CO K. \DT\ 1774 \5 \GILIRR \SHEET27.DWG