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330 i _ COUNTY OF SAN DIEGO TRACT NO, 4030 1. APPROVAL OF TH GENERAL NOTES: IS GRADING PLAN DOES NOT CONSTITUTE LEvE/V/� • APPROVAL OF VERTICAL OR HORIZONTAL ALIGNMENT OF ANY PRIVATE ROAD SHOWN HEREON FOR COUNTY ROAD 1 PURPOSES. CUT OR FILL SLOPE �� ' /�!�cESS oT</EP�v/ NaTEO) I Y 14. ALL GRADING TO BE PERFORMED IN ACCORDANCE WITH COUNTY OF SAN DIEGO DESIGN 2. FINAL APPROVAL OF THESE GRADING PLANS IS SUBJECT TO EXISTING CONTOURS ----- -__ - -- -/'0^ STANDARDS DS -8, 10, 11. FINAL APPROVAL OF THE ASSOCIATED IMPROVEMENT PLANS WHEREAPPLICABLE. FINAL CURB GRADE EL EVATIONS PROPOSED CONTOURS -- - - - - -- - APP 15. ALL GRADING SHALL BE IN CONFORMANCE WITH SOILS REPORTS PREPARED BY GEOCON INC., MA Y REQUIRE CHANGES IN THESE PLANS. cuT REPORT # 3. IMPORT MATERIAL SHALL BE OBTAINED FROM A LEGAL DAYLIGHT LINE 16. EMERGENCY EROSION CONTROL MEASURES TO CONTROL SOILS MOVEMENT SATISFACTORY TO THE SITE. ------ - - - - -- -� o COUNTY ENGINEER IN THE EVENT THE SITE IS EXPOSED TO EROSION DURING THE PERIOD 4. A CONSTRUCTION, EXCAVATION OR ENCROACHMENT CURB OUTLET (STD. DWG. D- 25 )- - - - - - BETWEEN NOVEMBER 1ST AND APRIL 15TH. EROSION CONTROL MEASURES SHALL INCLUDE, BUT PERMIT FROM THE DIRECTOR OF 1°Uf5L/C 1 WILL BE NOT LIMITED TO, SLOPE PROTECTION, INSTALLATION OF JUTE MATING OR APPROVED EQUIVA- REQUIRED FOR ANY WORK IN THE COUNTY RIGHT -OF -WAY. BROW DITCH (STD. DWG. D -75) 2' ALT. SECTION - _ LENT, STILLING BASINS, SILT CONTROL SAND BA.;IGING AND STORM DRAIN. 5. ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PLANTED IN SUBDIVISION BOUNDARY -- - - -_ -- - -- ACCORDANCE WITH SAN DIEGO COUNTY SPECIFICATIONS. 17. THE DEVELOPER TO MAINTAIN THE PLANTING AND EgbSION CONTROL MEASURES DESCRIBED ABOVE UNTIL RELIEVED OF SAME BY THE COUNTY DEPARTMENT OF PUFSLIC WOITP(5. THE 6. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND SAND BAG FOR STREETS (SEE DTL. THIS SH. )- -_ DEVELOPER TO REMOVE ALL SOIL INTERCEPTED BY THE SAND BAGS, CATCH BASINS AND LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK. DESILTING BASINS AND KEEP THESE FACILITIES CLEAN AND FREE OF SILT AND SAND AS NOTICE OF THE PROPOSED WORK SHALL BE GIVEN TO THE ��/J /v /S /OrV 'N/XJRy CONCRETE LUG (D -63) _- - - - - - -- DIRECTED BY THE COUNTY DEPARTMENT OF PUBLIC WOM95• THE DEVELOPER SHALL REPAIR FOLLOWING AGENCIES: -_ - ANY ERODED SLOPES AS DESCRIBED BY THE COUNTY DEPARTMENT OF PUBLIC WORK°✓. SAN DIEGO GAS& ELECTRIC_ - -- 755 - (0(005 55 ✓G 57 d9 R.C.P. OR A.C.P. STORM DRAIN - - - - -- = = - =_ PACIFIC TEL EPHONE______298 -0595 SI ,52 55 54 18. AN IRRIGATION SYSTEM SHALL BE INSTALLED NOT LATER THAN MAY 15TH FOLLOWING THE CATV: NORTH COUNTY CABLE T. V._- 755 -9361 ` TYPE "B" CURB INLET (D -2, D- 11) - - -- - - PLANTING OF THE SLOPES. SEWER: LEUCA0IA WATER D15TF31CT 753 -0155 I I R49t7 t WATER :OL /VEANA /N M.W.O.- --753 -6466 .50 P TYPE "A" CLEANOUT (D -9, D -11) - - - - -_ __ -__= 19. SAND BAGS SHALL BE PLACED AS SHOWN IN THESE PLANS. 7. A SOILS REPORT MAY BE REQUIRED PR /OR TO THE G Gee G5 (04 G3 62 6 / 60 ROCK SLOPE PROTECTION (SEE NOTE 25) - - -- ISSUANCEOFABUILDINGPERMIT. 20. AS SOON AS CUTS OR EMBANKMENTS ARE COMPLETED, BUT NOT LATER THAN NOVEMBER 1, ALL 1 40 ti GB 7 _ - _ CUT AND FILL SLOPES SHALL BE STABILIZED WITH A HYDROMULCH MIXTURE OR AN EQUAL 8. APPROVAL OF THESE PLANS BY THE DIRECTOR. OF PUf!5%1G t ¢B 1 43 GRAVITY TYPE HEADWALL (D -35 TREATMENT APPROVED BY THE COUNTY DEPARTMENT OF PL15LIC WORKS. BETWEEN NOVEMBER PV0, DOES NOT AUTHORIZEANY WORK OR GRADING 6- 70 71 72 73 7a 75 76 77 1 AND APRIL 15, APPROVED SLOPE PROTECTION MEASURES SHALL PROCEED IMMEDIATELY TO BE PERFORMED UNTIL THE PROPERTY OWNER'SPERMIS. ¢7 N 18 BEHIND THE EXPOSURE OF CUT SLOPES AND /OR THE CREATION OF EMBANKMENT SLOPES. SION HAS BEEN OBTAINED AND A VALID GRADING PERMIT V A' HAS BEEN ISSUED. Iv 4G AGE 5cOS5c>" �✓�'y 9% 21. IN CASE ANY ARCHAEOLOGICAL REMAINS ARE UNCOVERED IN THE COURSE OF CONSTRUCTION OF 9 THE DIRECTOR OF TRANSPORTATION'S APPROVAL OF THESE 8 \ CONSULTATION. THE PROPOSED PROJECT, A QUALIFIED ARCHAEOLOGIST SHALL BE CONTACTED IMMEDIATELY FOR PLANS DOES NOT CONSTITUTE COUNTY BUILDING OFFICIAL N 1/0 109 D7 /� 106 104 L30 OF ANY FOUNDATIONS FOR STRUCTURES TO BE 44 p 108 / /03 $1 PLACED ON THE AREA COVERED BY THESE PLANS. NO 22. SEVERE EROSION HAZARD SHALL BE MITIGATED P GRADING III ACCORDANCE WITH THE SAN WAIVER OF THE GRADING ORDINANCE REQUIREMENTS p) 43 1Il 02 8 O sf/EETrUo. /5 DIEGO COUNTY GRADING ORDINANCE USING ADEQUATE SLOPE S ABILIZATION MEASURES. CONCERNING MINIMUM COVER OVER EXPANSIVE SOILS IS 100 }01 � B5 � STABILIZATION UNTIL PLANTT MATERIALS ARE CONTROL MADE OR IMPL /SECTIONS 87.403 & 87.4101. ANY SUCH //2 90 PLNTING AND OBSERVING CAUTIOUS IRRIGATION ESTABLISHED. WAIVER MUST BE OBTAINED FROM THE DIRECTOR OF LUER. 4/ 0 /13 �� 00 Ba 84' 570 ' 10. ALL OPERATIONS CONDUCTED ON THE PREMISES, � 23. CUT AND FILL BANKS THAT ARE NOT PLANTED FOR LANDSCAPING SHALL BE HYDROSEEDED WITH INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPAR 40 95 OVA 8� 86 j ..5' �' .92; 46 32 /B S , NATIVE VEGETATION AND CUT AND FILL EDGES SHALL BE ROUNDED TO NATURAL TERRAIN TURF OR RUNNING OF TRUCKS, EAR THMOVING EQUIPMENT, 35 88 CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED � a90 RO AO B 24. CATCH BASINS, DESILTING BASINS AND STORM DRAIN SYSTEM SHALL -BE INSTALLED TO THE GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD SATISFACTION OF THE COUNTY DEPARTMENT OF PUI5LIC WORKS'. BETWEEN 7:00 a.m. AND 6 :00 p.m. EACH DAY, MONDAY 38 g3 ✓f EIJ 9 G /Z" /2" CO THROUGH SATURDAY, AND NO EARTHMOVING OR GRADING 1 25. CONSTRUCTION PARTICULARLY THE EARTH MOVING PHASE OF WORK WHICH WITH USE OF HEAVY OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON 37 It 11 / /rr Illy MACHINERY AND POSSIBLE ROCK BLASTING, CREATES THE MOST SERIOUS NOISE PROBLEMS, SUNDAYS OR HOLIDAYS 6A IA a y _J - // SHALL BE PHASED AS FAR AS POSSIBLE SO THAT COMPLETED RESIDENTIAL AREAS ARE PRO - /5 co @ �1�y'• n e./ 11. ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING 1V I(D LE 9 \ TECTED FROM AREAS UNDER CONSTRUCTION. THIS COULD BE AFFECTED THROUGH DISTANCE, TERRAIN TO PRODUCE A CONTOURED TRANSITION FROM $ 04/ 3 a INTERVENING NON- RESIDENTIAL USE, TOPOGRAPHIC RELIEF, OR A COMBINATION OF THESE. CUT OR FILL FACES TO NATURAL GROUND AND ABUTTING CUT OR FILL SURFACES. NA`l 3 34 0 3 26. ALL ROCK SLOPE PROTECTION SHALL BE PER SEC. 72 OF STATE OF CALIFORNIA STANDARD NOTE 2 O 2I Z SPECIFICATIONS, JANUARY 1975 EDITION. 12, NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH 35 2 IN THE GRADING ORDINANCE AND NOTWITHSTANDING THE I FOR 61T4011VO OF OFFS /TE 2/ 22 e5 V 0 � 219 50 /► ` CI�� /� t,c 27. ALL LOTS TO BE DIKED TO PREVENT WATER FROM FLOWING OVER THE EDGE OF THE SLOPE. APPROVAL OF THESE GRADING PLANS, THE PERMITTEE IS PO/?T/ OIV OF 6..4/R/D YE/ EN 1/ /E 3TO l T,I�O /C�L �RQ� S` TOPS OF ALL OTHER SLOPES TO BE SIMILARLY DIKED. RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO THE 14104,0 1 WE0740"?4 V - -- -- ADJACENT PROPERTY. NO PERSON SHALL EXCAVATE ON f30UW/.>ARy TO EL CAM 11&49 uUf3/J /t/ /5 /OA/ vBI.Y/N/JC/Ry \\ \ 28. ALL UTILITIES ARE SHOWN ACCORDING TO AVAILABLE RECORCS. IT IS CONTRACTOR'S LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER 74E - ,4L, ,SEE /Mi°r40VE"elvT \ NO ar4zE, RESPONSIBILITY TO VERIFY THE LOCATION OF ALL U.TILITJES. ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, FUNC- / 7-A-1. 4"030 /62) - TION OF ANY SEWAGE DISPOSAL SYSTEM OR ANY OTHER eWe6 - T � At a PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING AND PROTECTING SUCH PROPERTY FROM SETTLING, CRACKING, /YEY M,4� 7f/ESE !i e4/� /c/G DNS �/0!/E BEES/ REd/EWE/O fay TSE �/Ni /GNE/) EROSION, SILTING, SCOUR OR OTHER DAMAGE WHICHMIGHT 'C FOl/r-LO TO .BE /V COt/F�v/gVCE /t� /T/� T//E �PECO�J/16N/,9%IONS RESULT FROM THE GRADING DESCRIBED ON THIS PLAN. THE SCgLE •' / ''= 260' Si°EC /F /Cqj /O,V GE/JG /t/E /N ThE /LS �GEOCGl9 /CqL iPE�PT �'E/'giPEO COUNTY WILL HOLD THE PERMITTF-E RESPONSIBLE FOR iOrP T//E ,GL�dELO�,c7E.VT CORRECTION OF NON-DEDICATED IMPROVEMENTS WHICH NrtT -1 -r� /+ -_ !�C i ' °�" Cc1dv-TAet.� /� N? DAMAGE ADJACENT PROPERTY. 13. SLOPE RATIOS: TO Oro T CUT - 1'/: 1 FOR MINOR SLOPES, 2: 1 FOR MAJOR SLOPES s LO�E OWNER 6 �' ! /TEE -_ "'� FILL - 2:1 Slopes Deviating from The Above Will Require Approval Of The Director Of 1 Wor/re After %f,/E F /EL/�ST ONE COMI'941VY Review Of A Report From A Soils Engineer. 83Q0 cL4 /i;'Eic -/orVT 1W6 - ,:54 Be-V0- 5[/17'6 2// EXCAVATION: ZSlo, /00 C.Y. FILL: 29/,100 C. Y. CON'T GENE/TAL /./07'6"5: NOTE : SIJN /O /EEO, CLJL /F0/"R/c/ /,q ' 92111 FOR SLOPES O!/ER 3' � 61A147Ei4 /5' TE! E/°f/Glt/E : (714 Ja l - 4 179 WASTE /IMPORT: 3-5 C. Y. A Separate Permit ' Must i PFZOV //,E f/05E F3/F35 /00' /NTE/4V�JL5 . Be Obtained For Waste Or Import Area. SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL RESOURCES ARE • DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY, AND l ''9. All building pads to be diked and the dikes maintained to prevent 3WIS NIGH THE PERMITTEE WILL NO TIF Y THE DIRECTOR OF P41ASLIC aVORf•f5 water from flowing from the pad until the streets and driveways S are paved and water can flow from the pads without causing THE =_GRA vy ..� -, UO• OF BAGS of THE DISCOVERY. GRADING OPERATIONS AN5 RECOMMENCE UNTIL THE PERMITTEE HAS RECEIVE N erosion, or construct drainage facilities to the satisfaction SNOWI/ ON PL W RITT EN g AUTHORITY FROM THE DIRECTOR OF PUBLIC WG14lSS TO DO SO. } of the County Department of Transportation that will allow f water to drain from the pad without causing erosion. _ SECTION IMPORT GRAD ING SEE PERMIT NO. L - 9900 30. Sand bag check dams to be placed in a manner approved by the T�/�t7�G`AL LOT / ✓R�! /N•4GE County Department of Transportation in unpaved streets with GRADED gradients in excess of 2% and on or in other graded or excavated A/O .9G�JLE TF119 /5 TO CERTIFY T4147 Tf/15 61T,4,011,10 1°60.,1 required by the County Department of Trans T areas as re De Transportation. STREE q P p W107-9 =i 2' MIN 1-146 PRE9ER ✓ED A N1 /N /rt/IUM OF ONE f/UN,CY7E•D ou ✓ENHArN R° The location and details on the sand bags shall be shown on 5Q41A146 FEE/ OF 50LA.4 ACCE6✓ FOR E,OCW /JkECL- the plans. 11,1G U.V17 ANO FOR E401-1 FUTURE fiU1L01N6 5176 31. At or near every point where concentrated flow leaves the W /TH /N THESUB/J /V /6 /OV• m / cpro 1E07 development, a desilting basin and an energy dissipator may DEPENDENT ON S ITE o be required to be constructed to remove silt from the water VEHICULAR CLEARANCE �- RG•E. 14594 and release the water at a non - erosive velocity. PLAN o 32. The developer to maintain the plantings and erosion control A ` o measures described above until relieved of same by the County $AAI/O BAG DL. MIL ' ors Department of Transportation. The developer to remove all VIN MJ/r/jAr� A soil intercepted by the sand bags, catch basins and desilting NO SCALE PRIVATE CONTRACT basins and keep these facilities clean and free of silt and Q sand as directed 'by the County Department of Transportation. � ' PERMITS SHEET COUNTY OF SAN DIEGO The developer shall repair any eroded slopes as directed by Q� f��L1 1 D E PARTMENT OF PUB WOR SHEETS the County Department of Transportation. �iNrTAS Q REZONE PERMIT NO. 59d GRADING PLANS FOR: / v SPECIAL USE PERMIT NO. N14 dr 4' ZJ J TENTATIVE MAP NO. 4030' JAPr'ROVEO / 3 -BO TRACT M 4 AP Noe 030 -f E�IGIUMR L I�bRK M1 APPROVED 1N CO1 IFORMAT�IGE .4P=IFFC / N COMfCW".ANCE COUNTY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX 322-/689 _ Uj V /C /N/ Y M�4P ITEM G - 4 LAF IDSCAPE ATJD ll?QIE}ATIOU /TE/v1 G 2 �� No. Description Appr by Date `�T Approved R.J. E f wor f - PL4 �aFE� 4- hJ DES. RIPTIDN:_ FUISL veer o _ DIRECTOR OF PUCLIC WCFiK5 ,Q, WIL�� O rO.V R . .E. /4S 4 rU0 SC4LE LOCATION: /NT EL C,4w1 /NO REAL �Ert/C /rc/ /74 RY / , /� _ a APFRWED B! ( QIY f /l11MR DATE '! -3t �'� r " ' I RECORD FROM: C'GY//VTY /QE Z ' _ �` � �� Grading L -Q /4� EbWA D K. MAXWEII S Permit No. _ C7 C ELEVATION:_ 22�• 7�0 DATUM: /y�'L• Date Z AGT1144 pp?ECT017 OF VLAN141N6i 4 LAWD U0E E40 .0L1TE FILE N0. ✓vfs Np t .SEE S/yEEj A/o. .3 I ;wy g /o 210 v 8 1 m f u! 5H' 1• I I V ' V , C 0 4�h N !..'• `� o /O Z�JZ jog V I \` t\ /oo•oo' � �A � � J - > j •;� � / •\ � ' �- �� ° �' � \ pRpI��1E 35g -9! 2�4 sl � � g `� � � � �\•� �/�� G �0�� 2 � ° �, / 2.h \ o �� y 2 ,ao + 2i2' jJt� / 0 60 Qk- 4 2>� y � � �. ./ G / God ��2.9 v�• �� /E � " °'- h � 'f ��/ 2i� � ? L � y `, FILL oD.00` 4? WC� - �`•: JX>2 � h � 1' /� � PJ 20G� f m ti % f.Z '%� I/ \ I0 _ - % a °- a° a \ t \ Sc.�G� (IlA j B W e �49 R rp5'S Zia, L7r J � U 3 O - 49 f 3 `Q14 f 92 �°• i o/ \ems io $Z �' b` p �'Er �t 58 w O �, W IL \'P p � 1 .0 ag 2 5 \ �, 2 a Nn \\ �� CL �1 N ° I ' 2 40�41 �@ o C4 - l� G/• X51 A 1 . 2 °' � �_� 2/ � � si � �iI 5°0' ten/'• p \ ��93 G ✓c � _ i 21 0.0 �- ° ° � OF 3 \ 0 200h lJk �" � � / .1 N m tofL►l / �A ° 60� _ �7A _ »p2 /, �TI�iT� 1°JG•(o \_ 0 G� / 1 a pRA E�AENr IO %. 5 / _ 6A 'Zo 2088 o N i9z 'Z /6 w 2,4 3 _ _ ?L 77 {' 0. 32 \ -7 Li to a - D � I ao 0 I °o. nay /20 , 6aa�• r`°•o° 2O p,B U \ , ,�o•�' / ,�. /a' 1� _ �_ �, �3 1 � 2 I / 2 D f o /5 0 \ > /!9 7 / 2 to /03.7 ti °° >a go 0 Lu uJ Q Q r 2 q� za' x Vl N LS Y 000 ,.�..•_.�.,..,.. \ � 77 47' 88.60 ' 9208 ' 74 27 ' 6G• S>4' 4/..-15 — X •�a° cr — Esm Coo, N -1 223/ / DATE. 3 -26 - 79 i :.. t:_ '... i.. %i. i' i ' .,- f .... ,:.:• PRIVATE CONTRACT ' ' PERMITS FIE ET , i v ! " i t, ..•�' <_.... .... ; CO UNTY 0 F SAN DIEGO 'LDEPARTMENT OF FU5LIC WOK io J i S� H g j - - --- REZONE PERMIT NO.— _59 - -_- _ _- _ G RADI NG PLANS FOR. SPECIAL USE PERMIT NO. I . ^ A /V TENTATIVE MAPNO._ LJPPROI/ED /23-80 TRACT MAF� A/0. 4 0u50 �� ✓-AND /3<!G /�4RR /ER✓ / 5' N /GN I 322 -/669 _ W COUNTY APPROVED CHANGES BENCH MARK I CALIFORNI INDEX No. Description ApR&d by Dale - ---- - - - -- - -- - - � .. - - - - - -- — i ce — - - -- _. - - -- - _- - -- DESCRIPTION. — - I DIRECTOROF PUBLIC WOKK9. "9' "eP'of wo,k Q R )OIJW0 D CaRL�D1t G ON W y y7 - — sY [ a r d�73 /RZ Z � apuNOAev lNELL MO _ 9 � � — Approved R.J. Massman LOCATI /NT• EL C 41rik ;NOfrEgL c eA 4r1lY /74 !5 c E 'A jt (z7� � - _ �e F _ W W RECORD FROM _ G°O!/iC/Ty_ REC - G.admg z Z ELEVATION: �.7�0 DATUM - /� �.L. __ -- Z Pe,mINo. - - ��4t7 —_ t:.7 en W d. FILE N0. . f - Jo.3 �✓ 1446 - 71 C JcE L.&Tfn OF PERM 1 )510 GROUND 1TE RADIIJ �iiz <%rQ Q, V q 2c� NAM E V /E`L S �v -- - .. / O-�5 �TY /2� ".8 ,�(/ ass t� -; DAT 2G IL�O�' \ I 2 b J � 2¢ T G -27 B�' / bh \Y � V, � `T SUF.3� /!/ /5 /ON /30UN/JAR � V //, � � � Ulu,' ' -I ss• c�`� � : • a -- - - < 7 - - -- - PAD °• �• � 2 I � 260 � CR, • ,_.,, -. O ¢� t ` / /'= °��-� Or°E � I l 2 ' ' ?Jp co _; • / \ _ O �y CUT 5G0°L� k ZU OS e Q70- C-2000 I o / N �R CE/J O CONCA-e ' v ISMIOAI 101M • � � 53 � � � ' = 248.6 � � ` \, ` TA . $ ��V m ` - NO 6 � 24 • � � � � � r t S \ �, - �' NO.fiFl @SUS DELTR ,ARC TRN o \ r, I �Q • i � 1. 172. 00 _ 12.OS 6.03 1 1� ., 2 8. 00 9 a43'S6 11.20 5.60 O _ G • !i/�A/.� / 6 N 2.79 '2'�p.• \ �m�� \ 4 272.00 2'47 13.23 6.62 n - 04 - ' yp•,�. O� t -- 5 .. 56.00 C 13'05 09 1 6.42 ZaO s ' 1 om 6• �---� h 6� _ �Z �` T "S 6.97 t'r 6 56ti 14T10'49 13.86 , . 2 2056 6 � Zd0.7 1 � � • Z •�' ;..u. C 22G 8 3/•b' 2 / 1 j+"F 25J /"' " �; } 2!e3 -� OG '1 e V / - a 7 47z, 00 2 zs z4 19-9 5 g3 2 24G.b 11121 C lam' . \.� 56.00 B '57'19 8.75 4.38 �� 9 .00 •�5 17.90 9.09 6 0 a CA p�� _ l0 7u. 4 cos 4� l Al N 65.00' gg3.7 '• \� � � \ � 11 20.00 68 7 BEARING '51'50 24.04 19.71 n ' 22 3 •. / �• 0• -� G / \` I Z � n�� 3PB.fl0 2'22'53'- 19. B3 6.82 �] , 8 .00' G ✓cam i o O ��q0 1D GIST. ' � 6. / B ` m A � t . �p� �,, r ,- I - Q N , r dt' -- � •- 2� q1 ', I . �Q8 �U �� t� CA ��1 � � 3 - '>z 3 N88 a42'36'E , N j N r , I �O✓�' \ 7 .89 N'18 �07'96'N , = � � N � � o 234 7 � • � �' ,. �� -Z b' \ q i� o ' �o(o a 27. E �1N m \ zso \ N 5 r / �2 • T 4 . O SCA t \ ?� 71 72 �' 70 a V , • ` 1 , _. -.. Y • .. , Pi - - 225;1 z2 i 22•. �� a Ci -t j ST � 5 W p 7 G r ,4C• � - so.00• i T L �. -, �" '� �`,. h T - /5 ' /� 66.0 o od Fc y ./ �� "- - _ . - �' Q y _ \ J 22 • 223 - ,i ? '. /' , ` Z 40 '.P .. � W4/ - 3 � W ' �� y' 217 OD 2%43 7 ,�/ I � \ j � - • p•�? �1 � "/ 2 O , A 0 ' , , , '•,� _ U j �. ; ' �` ,.00 s3,n 62.00 � �, � .-' �. � > 1J�G Qj � �� _ . s s. rt/G 4 5C4Z6 -' y ' I o �¢ ` nl ED 1 40 y AD AIL - -- Q NZ N I m O N 8 - P1 Vr �l 224 lU e� \ �• m Q � a � I `° 218 � 222.'0 � � � o � c[) 215.4 / \ 2l2 .. � D o _. 1 � 61. 60: 62 ' ...� � � �• �. cA � 1$ ' " - � . O N �%"e; :I� DLO 6,61' 2'/ P�. ". '.� /• �'. �# t `� � �� \� r , oL x a� 24 I 2 3 ro � o , , � Leo k I Duo. �a - 1 .00 I ; •�� :1Z o - 4 ° -' ,; Q - e '� PRIVATE CONTRACT s COUNTY OF SAN DIEGO 3 I Q �°� ' / G o' 2tl'2 ,,a• PERMITS SHEET r ' ? /r 68' ` PUBLI WORKG ( SHEE TS loo. oo' g, / �. \ �� ./ _4 V, 0 0 REZONE PERMIT NO. ' _ s � _ �� ., � DEPARTMENT OF PU ' ` 59�� GRADING PLANS FOR: �� MIT NO. 2.80 w p•� SPECIAL USE PER NA - TRACT MAP W. 40 . rl ` oo I 1 Oo 9030 -J.4 �- - , �L i i g0 ° i �Q. T �• GRA� 0 5 �, p� TENTATIVE MAP NO 1 ' - PP,zavEO/ 1.. ; 11 0 .� / �• 0 1 ', I \ ' / °� COUNTY APPROVED CHANGES BENCHMARK CALIFORNIA OOR r /� Lai "'• I � /� •; •/ F C �� 322 �• +:•� 1 r I No. Description A b Date 7- COORDINATE INDE 00' D DD q V DESCRIPTION: WELL IW40 � S/ • � Approved R.J. Mamman EX Engineer of work: Q WE7T�QLY�2Kx11.IDARY C / • 4 4 DIRECTOR OF PUGSLIC ! -� RA 0 0 ✓ LOCATION: /NT EL C4M /NC /rE11L �ENC /N /T�J5 6.�� NwRCE. /�J y o �o 9 •� o 45- �111LT Q�zT� °; 2 00 _ RECORD FROM: C ZXI^Ir y /4�.'Q/Q /.�J Pe r mit No. p _ G rading L -0140 = Z ELEVATION: 22O.7oJ0 DATUM: � 7 • /r- 83 G:3 Date Z = W d. FILE N0. ., ✓ 2/5 N° /445.7/ 1 0 p D o D D' 0 0 general notes irrigation legend _ MINNOW MAX. SPACING SEE D I. NOTES ARE DIRECTED TO THE WORK OF THE LANDSCAPE CONTRACTOR SYMBOL MFG. MODEL NO. DESCRIPTION ARC RADIUS GPM P.S.I. G.I.P. P.V.C. DETAIL pLlvEnl}{�.11.1 Pte. UNLESS AS NOTED ON PLANS. p 6 fLIEGT (D TORO 304 -10 -03 SHRUB 90 28' 1.3 35 31.5 30 �� La a,T!ptiJ 2. WORK NOT INTENDED TO BE UNDER LANDSCAPE CONTRACTOR'S CONTRACT: STREAM ROTOR A. N.I.C. - NOT IN CONTRACT O 306 -10 -03 135 2.1 B. BY OTHERS C. EXISTING. O 308 -10 -03 180 2.7 A. CONTRACTOR SHALL VERIFY WITH LANDSCAPE ARCHITECT THAT PLANS O 312 -10 -03 270 3.8 ARE CURRENT AND APPROVED. J GiVS4 316 -10 -03 360 5.4 d 4. ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION VAL.LEQ4 uJ. � tJ OF ALL GOVERNING CODES AND THE REQUIREMENTS OF THE V 304 -10 -02 90 21' .7 21 20 CL y� COUNT`( of EMI DIEC00 AND V.A./F.H.A. 7O j 306 -10 -02 135 1.0 � � �, T1 5. THESE LANDSCAPE AND IRRIGATION PLANS HAVE BEEN CHECKED OjILY ® I 308 -10 -02 180 1.4 � -7 Jly� bR� R► FOR COMPLIANCE WITH THE REQUIREMENTS OF THF, G!�AbItJCsOiZDILl4N(E THE ENGINEER'S SIGNATURE OR APPROVAL DOES NOT CONSTITUTE 9O 312 -10 -02 270 1.9 APPROVAL OF ADDITIONAL LANDSCAPE AND IRRIGATION WHICH IS X11 NOT COVERED BY THESE REQUIREMENTS. ANY ADDITIONAL IRRIGA- 10 316 -10 -02 360 2.9 TION SYSTEMS, OR ALTERATION THERETO, WILL REQUIRE BUILDING DEPARTMENT CHECK AND APPROVAL. 11 5705 -15 -Q SHRUB SPRAY 90 15' 1.0 30 15 15 r=wCWI HEAD �/ 7 (AI-T.) THESE PLANS ARE BASED ON IF N• .PROVEMENT PLANS BY rk E 1IfeN�F�S,'1AN171EG0 12 5705 -15 -120 120 1.4 l� DATED 23 AF'IZIL. $2 • 13 5705 -15 -H 180 2.0 x THE CONTRACTOR SHALL OBTAIN ALL NECESSARY AND /OR REQUIRED PERMITS AND PAY ALL RELATED FEES AND /OP. TAXES REQUIRED TO 14 5705 -15 -270 270 3.0 INSTALL THE WORK ON THESE PLANS. • 15 5705 -15 -F 360 4,Q >, CONTRACTCR SHALL SUBMIT A SCHEDULE OF WORK, TO BE APPROVED 16 5705 -9 -SST SHRUB SIDE SIDE 9X18 1.2 9 9 BY OWNER AND LANDSCAPE ARCHITECT, PRIOR TO BEGINNING THE STRIP HEAD STRIP PROJECT, ALL WORK SHALL BE IN ACCORDANCE WITH SAID SCHEDULE. 17 RAINBIRD P3 -PJ IMPACT HEAD ADJ 37' 2.3 50 37 37 � � -- q. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATI' HIS WITH 7/64" NOZZLE 8 LOCATIO MAP S � E` RE T O N D E WORK WITH OTHER TRADES. I ) ,T ,b � U V V� Id CONTRACTOR SHALL NCTIFY LANDSCAPE ARCHITECT OF ANY DISCRE- PANCIES IN E ISTiNG CONDITIONS OR WITHIN THE PLANS PRICP. SHEET SHEET DESCRIPTION TO BEGINNING THE 'WORK. ll. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT PRIOR 4 general notes & irr igati on legend TO BEGINNING THE WORK AND SHALL BE RESPONSIBLE FOR COCR- DINATING WITH THE OWNER., LANDSCAPE ARCHITECT, AND ® CHAMPION 362 ANGLE VACUUM BREAKER WITH UNION - e 5 6 irrigation plans COUNTY. SAME SIZE AS VALVE IZ. ALL MATERIAL SHALL BE NEW UNLESS OTHERWISE SPECIFIED ® WILKINS 500 YS PRESSURE REGULATOR WITH YS -100 H ALTERNATE BID STRAINER AND LOOSE KEY HOSE BIBB •" 8 Irrlgatton V� IQI� CLEAN -OUT. USE SPRING RANGE "C" I�- THE CONTRACTOR SHALL, IMMEDIATELY UPON BEING AWARDED THE (75 -125 P.S.I.) - SEE PLAN FOR IRRIGATION LATERALS CONTRACT, MAKE ANY ARRANGEMENTS NECESSARY TO INSURE THAT SIZE 9 irrigation notes, ALL MATERIALS AND SUPPLIES WILL BE AVAILABLE WHEN NEEDED RAINBIRD AUTOMATIC CONTROLLER IN "LEMEUR" A BASE BID: FOR THIS PROJECT. TYPE "A" ENCL 0-rwe -oz a GALVANIZED IRON PIPE ON GRADE planting notes & detail rw uP r r 7A PNLY� M 10 rrigation sp ft I }. ADDITIONS AND /OR DELETIONS OF MATERIAL AND /OR-LABOR SHALL ALTERNATE BID 41 , BE MADE AT UNIT PRICES ESTABLISHED WITH THE OWNER PRICR TO SET IN CONCRETE. P.V.C. PIPE BELOW GRADE. BEGINNING THE WORK. (POWER TO CONTROLLERS BY OTHERS. (F410. 12" t-_7FT71) f HD "e' 1OK -UP FROM EXISTING POWER TO ALTERNATE BID 42 1 T Z pl a n t i ng lC��N Fl NO ALTERNATES WILL BE CONSIDERED FOR ITEMS SPECIFICALLY CONTROLLER BY LAND CONTRA P.V.C. PIPE BELOW GRADE AT CALLED FOR ON THESE PLANS. ¢-�4 -� VALCON LINE SIZE - IN LINE ANTI -DRAIN (F TOP AND TOE OF SLOPE WITH J(e, GALVANIZED / pl S DETERMINATION OF "EQUAL" SUBSTITUTIONS SHALL BE MADE ONLY OR GEE VALVE ( \= .,,�. -► H TER PIPE ON OF SLOPE, peCIflCatlOnS i t " I N ��jTER • BY THE LANDSCAPE ARCHITECT, �� GALVANIZED IRON SCH. 40 LATERAL ON GRADE (G.I.P.) (a.T.) 17 LANDSCAPE ARCHITECT SHALL BE NOTIFIED NO LESS THAN 24 HOURS �� P.V.C.CLA%SIS MAIN LINE WITH 18" COVER hydroseeding'SpeClflcatlons IN ADVANCE OF ANY INSPECTIONS OR MEETINGS. - �-- -� EK19'nIJE;r ALUMIIJ' /M PIPII.IC4 • P.V.C. SCH, 40 TEMPORARY MAIN LINE C10; I"110) Ig , CONTRACTOR SHALL BE BACKCHARGED FOR LANDSCAPE ARCHITECT'S 1? ?J PrEF;st I'. 'pro.GovE.R- 1-�VIt.0) TIME WHEN INSPECTIONS ARE CALLED FOR AND IT IS FOUND THAT a THE WORK IS NOT SIGNIFICANTLY READY UPON INSPECTION OR THE M APPOINTMENT IS NOT KEPT. FF&VIMNDWATER METER -SEE PLAN FOR SIZE VERIFY FY EX I STENO S Z_, AND LOCATION OF ALL 1 N�IGA - res '64LVIcE LI NE FPoH Wa16Iz mplsp= To MAIN -b o LO M. CONTRACTOR SHALL V E c c p LIF617 -S p FILM I" ►t7L- YETH`fL6I45 10 1 f1UYFTHYL•@NB. WATER METERS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO INITIATING ANY PHASE OF IRRIGATION INSTALLATION. ® CHAMPION 466 ANTI- SIPHON VALVE WITH UNION AND e ELECTRIC ADAPTER Zo A SEPARATE PLUMBING PERMIT AND INSPECTION WILL BE REQUIRED FROM THE BUILDING INSPECTION DEPARTMENT FOR THE INSTALLATION CHAMPION 300 ANGLE CONTROL VALVE WITH UNION 7 OF IRRIGATION SYSTEMS SHOWN ON THIS DRAWING. AND ELECTRIC ADAPTER REMOTE CONTROL VALVE A INSPECTIONS AND MEETINGS SHALL INCLUDE: A. PRE -JOB MEETING A - PRIVATE CONTRACT � B. IRRIGATION PRESSURE AND COVERAGE TEST VALVE SIZE FOR s TATIO Ott rJuMmEfz C. PLANTING AND /OR HYDROSEEDING L VALVE SIZE FOR THAT STATION PERMITS SHEET COUNTY OF SAN DIEGO G.P.M. OR THAT STATION c 2 RDI&&RGDER DEWEESE INC. PSSC3 KES 13 D. PRE- MAINTENANCE 22 tr82 4 DEPARTMENT OF TRANSPORTATION E. POST - MAINTENANCE (FINAL) SHEETS EXISTING EXISTING 2q ` LANDSCAPE ARCHITECTURE b PLANNING REZONE PERMIT NO. GRADING PLANS FOR 2r- PRIOR TO THE ACCEPTANCE CF HYDROSEEDED AREAS BY GOULfJ`( RAINBIRD P3 -PJ IMPACT HEAD 1 JUNE 82 1302 CAMINO DEL MAR SPECIAL USE PERMIT NO. RESIDENT ENEREDER,A CERTIFIED R EPORT S MUST BE SUBMITTED E DEL MAR CALIFORNIA 92014 714/4537371 TENTATIVE MAP NO 40.30' MUR/V //VG ✓U/V !NEST 2 SEEDING WAS DONE ACCORDING TO THE PROJECT SPECIFICATIONS W AND THAT ITS GROWTH IS ADEQUATELY ESTABLISHED TO PREVENT COUNTY APPROVED CHANGES BENCH MARK CALIFORN COORDINATE INDEX EROSION. ® RAIN FOR EXISTING QUICK No Deunot,on Approved by Date 322 - I(o89 RENT LOCK VALVE DESCRIPTION ARV oveA R J Mauman A6' 15UI LT �� / DIRECTOR OF PUBLIC WORK$ -29 8Z Pdfte $ ' I l/ LOCATION /NT EL C /itlO RE c�Et/C / /T45 B n �W�� HAMMOND 606 BRASS GATE VALVE e ZZ or- 5z (LINE SIZE) RECORD FROM ClX/�V1_y REC r/95 b/J Pe,tg L -oi4o REVISIONS ELEVATION 220 790 DATUM /�1 S'L Y A 6 7 Pe.mn No Date DATN: DRAWN /Y CWD N PnoiCT No r Juwm 82 cog• 1 { M. t V 0)(16TmIG ALIU M1141,10 I RZICZPA Ia1.1 syev•I , rzEMONe P1pno 714AT A I LL OF- c GTUfZ 3ED AJa -B;PFze rf oF;• TO a.FADI1Jr7 w IcerIADJIklspsYS7I ) AFB eo_MpL+7, 9W 4 CC144DI27 p LGLgTE A L" UMI►J 1 uM \ W'5TS✓I AS SH:PAW. 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NSSaIKES 22 LY.'r9Z E ETS REZONE PERMIT NO. GRADING PLANS FOR: Zq SEPT 8'L LANDSCAPE ARCHITECTURE 6 PLANNING SPECIAL USE PERMIT NO. 1'7 �LIdE 82 1304 CAMINO DEL MAR - -- Q Q PRINT DEL MRR. CAUFORNIR 92014 714/453 7371 TENTATIVE MAP NO. /J/�p/QN /N{ / � .7 v/UN WE ✓T 2 DATE COUNTY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX -52Z- Ire8 No. Dauiplioo Apotel by Date lt/ELG MO�e% J / � I o DESCRIPTION: Approved R.J. Massman _ _T ,� • NOTE. Q-/ �l11LT QIZ7 DIRECTOR OF TRANSPORTATION i FZ LOCATION: /NT EL CCIrt�1 /NO /7,45 By SEE SHEET 9 FOR IRRIGATION NOTES. IRoWD@W668@RLA No. IZ SEE SHEET 4. FOR IRRIGATION LEGEND. 2z � �JCl/.O. (if/ /• /� -- -- - - - • SEE SflEhl 7-8 FOR IRRIGATION DETAILS. RECORD FROM: C Ol/ � t/Ty /PECOrQ/,>�j SEE SHEE1 10 FOR IRRIGATION SPECS. w10 Grading REVISIONS ELEVATION: DATUM: °✓ L• 7 6 - g 3 Permit No. L_014 Date DATl: DRAWN h dwo M PROJEW NO 0 J32_ - G.S. 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I 2 P Vi I - - - -__ __ - C I /ezl �, 'r'� o� G2 \ I ia /2 ''. • `• �' y,.n �(� �'„ •, 6 1/2 2p9.�I �ti� " ��• {/ :;,' - 5 SH EET 10 FOR IRRIGA r \ ' I Iz o m Sl \ �r z g a cloa ct PRIVATE CONTRACT h� N a0 Il,a m IS.w �. Pk 2 ,. PERMITS SHEET �✓ uz Y2 C76 I COUNTY OF SAN DIEGO 13 l id bi �i 4 I , 3/ " C 7c I GGER DEWEESE INC. & I\SSCIIKES DEPARTMENT OF TRANSP ORTATION SHEETS j 1 pi 3 � c� „ c I �/A 0Z REZONE PERM NO. % �- 'tt I ° O , vy s � � a / I 3/ �,�/ yy „ _ GRADING PLANS FOR: -- /4 •. ,,, I „ \ c7 A uy Gam. 4-.2 •G G 0/ a 15 1 CAM ARCHITECTURE MAR NO. 6 PLANNING .2, 4 \ t l � � EL cr�MwO AR T ENTATIVE MAP NO. _ ° G I I b CI C b I DEL MAR. CALIFORNIA R94014 714/453 -7371 q�.�0 -' • � _ - MORN /NCB ,SUN G✓�'S/ 2 1 Alb IIII S �.� ° -- - - c46 c56 CALIFORNIA COORDINATE INDEX ' 14.2 C:OLNVTY ARRROVEO CHANGES BENCH MARK 322 ICoB°t . F. II.$ I \ n Na. Opcaption Approved by Date -- - - - - -- A pproved R . J . DESCRIPTION. I'✓EL MO/ ST A rdted G A (I.l 4 lyd E 22 i'� . LOCATION: �iVT. EL C4M /ND �E�JL �EtiL^ /N /TQS DI R ECTOR OR OF !YORK$ _ gg RCle= .4 IrZFOATICVI rb 7rM 1z!MA/E PIPIIJ& THAT WILL faE Y = D C1 T - 171�s1 U{+1!sEb A�1D ST °RE 1'i� I�R TV S�I1JC� � / r` A ✓ L 1 ✓u I L� �/{^. T �Ll �7� f II668B f X10 12 to 0) 56Pf.82 �@V I �� / LL/ mR CCAf' IzEMAeJIIJC� SY`a(1rM AFf� 5.Ca o0 0 - -- -- - - C�-1' 15 compLET� F*L'oGATr_ ALUMIIJU1r1 SYSTEM AS SHoWW. Ld7GATIOIJra ` 92 1 J 92 zzecTS2 �lywy �d•�- - - -- TAKSFJ �i?OM s' To_ PIzCPi,R+ - ric7W 1'l.,r•1�1�0 �� StW DjBoc GowJTY MAJO$L I•I'�>r PRINT RECORD FROM: _ CA'�iVTY /DECOR /JAS / fW4 L P f li t-1- 1 2 - Z , (yl2pD1L1(7 RMrT ilD. L-°plc� . pbAl lS fREPA t�f MA�IJ 6A1•bfl 9 ELEVATION: 220.790 DATUM: �• L . 7 (� .R ? Grading L - U140 DATE REVISIONS Permit No. oa,e !'�I IOIIJEE(dS .hIDIDO� C4. G • �A OATS: 011A1NN NY CwD X11 PIIO.ICT NO f ` 1'7 JUNE 62 as. R o. 81 •D S e • t I I hTFE�+� ROTOR hHIZ1.1P� HEAC III �? � �� !I SHRUD HE.�U tas>L./. 1- IIpPI -E ' � E � v V. PIPS �7fAI'Le- p,L�W K9Qp �RZ ALL VACUUM BREAKERS '— ANTI - X71 P�{OM o.L.A Ram F; 4//" � �� G STRA � ANC ANTS - SIPH VALVES GTE VAWE ' �T �T 16' L .CLL a/i►1CLd1� THE HIGHEST MAX )ht HI". SMALL ABO djA - F'1 C Lp F MF' TOOL, � LOCH•, fP(.y 'Jd4Pt ' 1� SMALL BE A MINIMUM Of Gy/ t� l LGCK CM � „-, Pt . Z_ vJ1 AT�,� M-I'• p '(r E� LV. I PI MlAO of 'MA' STSTEM. Fu `II� PIPE T��/ I ? � If 4 � ALL WORK WILL BE IN / C ACCORDANCE II - M -H! �'4^ -V• F ILL N REQUIREMENTS OF THE co - TM as E1.1.. 61a-d' t5rP-F (, TCC 06 CLL — �c ArENC:ES. ^ yoL./. L.sTER.�I -or1 taF�oe FIr11�H GK�oe O R�� GG GI -v- �h 190"PPIPE GILINLIIZED '-- - R � Jh. EiP.LV. PIPE fy Ig I � W �v AT � E(AL -v. l- eiZAI- — ptNlyH !,(R.A� 3rgKe .v. c. oxT 4s'ELL, � h'IAIN h "yALV 111mil I I v. t.+TeRA > ''O H EADS i GEt -rTeR eeMEE Yt PI pro. NUTEtGAW. STTIiAAPS uSE N f Hf�-ca PEE al-J !e I �rAK .- 4* - Gu1MP WDI- _ TO D S (�a/0HILL C71 of ! m7 werN HEAD, R PWIGM LOCK OR � I P�L 15 M�•,t. — PLOGE ON C0Wr -JNILL EQLNL. T° `� i hIDC OF I.ATEI¢O•L -. -- p -�J c.3. �F� (%�LVALI • 1�5 r1A�c. �iPD'C.+r16� 1ZEp no scale �ImLI no scale no scale 0 no scale D SHRUB SPRAY C SHRUB STREAM ROTOR B ABOVE TO BELOW GRADE PIPING MANUAL VALVE WITH ANTI - SIPHON (private) -- - - ORA C- -\/• `�R'°` — T OP O F Gl -OPT FU TUP-% PR-IV,►TE 6yA�2 N c�MP tceL LLB I�+ � M).� e . o.T s �►+_ }�� . WON ' - GALV. STIz�>✓'�' EL-L / vG. -FES � 6AL,pw 'PUI.JG -I La.r�' OR EQUo.L � �, �I�LJ �•P7_° ��.1.\�lllge �z_) �ZiI Gpl.�/,ANIZ�.D s�I F� Ig" A MOhPH�fZIG i w�.iA��t enx �✓>;E SHE ETS VZL1L1 P - �Altz ItKWb►JO( #� I� \V AND ANTIUS K IPMONVALVES Uo p �`�• I'IO A.{ P(�E SMALL BE A MINIMUM Of X� �j I,P T 6" ABOVE THE HI GHEST 4 GAI►v• �`.I•G- ' WE 1 -1v I TEE \vt,�•�►TvL' P �EF -'to IF� RICa ALL WORK WILL Be IN \ ' USE 1'-11:419 L406 � MEAD OF THAT SYST" [- 77 - ze- ACCORDANCE WITH THE �INI`2H II I I'd 'I 4H�UI� , _ _ GO V U ERN I . G ICA Dr � ATL-RAI- °P-o °RP- � ' � caci Ham '•JIII �IIIII' LIFE ' I l i-i il�ll CAI Y 'u T..�'LE 1 ' i flZfLa4 I p�ID IIJ•UuE -V• f EE Mw P ilul�Illll= f1hl.6We � �� •�.� � ; I .�.. �Is3) Z �VG. �x�xT TES 012 Illl T - �xT AA t- UNIoIV �vl✓ •TOE o � 51-OP CLAW. PIP'tc - t)>< 4 ,c T TEE OR --'>,<T -/c ELL / EH �b�ItT Mp d U pv. 6. 1-Ip•I N a �.Ne - � Id U`: "eft - w: N I, cu '1•�e °_ '�_i�IE �a� !; adjo .�•)oIJ of (2k' �1!«: N Ni H l II -21 TF- i.n�aa,.ra. -r . A1. Ljws- I W &AI.v e7Af N,.ve no scale no scale no scale rrlp-'�.,TEM•� H SHRUB SPRAY (ALT.) G SHRUB STREAM ROTOR (ALT.) F MANUAL VALVE & VACUUM BREAKER (private) - T '�0 LI�E I'kwl� LINE G•VIJvT I.L GU•C �I� '} E rte p�yP•`� vy�wJ LIIJ� �(•�P�• yA_R. Gi- e .E. `�'"Po'�•0. T �,r� U� ui '-,V-l r'��8. --ATM. VACUUM IRNp, A.V.B. P.V.C. MAINLINE BELOW GRADE TOP OF SLOPE MA NUAL ANGLE ANTI SIPHON V ALVE TH no scale TOP Of SLOPE TT GALV. LATERAL TO A.V.B. A SPRINILER9 ON GRADE P I P I N G LAY 0 I 4 BENCH WHEN APPLICABLE AC4. VACUUM IRKI, (A.V.B.) T t' - -- STAKE WITH 1/ / 2" GALV. PIP BENCH WHEN APPLICABLE SCHEDULE 40 P.V.C. MAIN - I SPRINKLER (TYP) N 5 IN JOINT (S.J.) - - - -- — —� SPRINKLER MANUAL ANGLE VALVE 6 " - N - -- --y �— BOTTOM Of SLOPE _ _ ��. __ VA`V SIPHON VALVE GALV. IRON PIPE ON GRADE MAIN LINE MANUAL ANGLE VALVE 11 I 301TOM Of SLOPE PLAN VIEW J \ � , PLAN VIEW LATERAL PIPING ON BENCH 5.3. \\ \ - AI' ` '✓ �/�a�Fi LATERAL PIPING ON BENCH \\ SUIN 90 JS`. TYp' SUING JOINT (S.J.) - TvP, ELLS A 1 NIPPLE ANCHOR - TYPICAL 2 - 96 ELLS A 1 NIPPLE BENCH - • 1 Y A� ANCHOR 9, _ \ \\ NOTE 1 � BENCH WHEN APPLICABLE PRIVATE CONTRACT GALV. LATERAL TO ,a� PE RPENDICULAR L TO B SLOPES Z A N BENCHES . \ \�`° PERMITS NOTE HET COUNTY OF SAN DIEGO 13 A.S.V. ALL VACUUM BREAKERS \� _I. RDI&KF?IMER DEWEESE INC.& PSSC3fPTE5 MANUAL ANGLE V LVE \\ A140 ANTI - SIPHON VALVES FINISH GRACE ` �I ALL PIPES SHALL BE HORIZONTAL OR ZZ OG713 7 DEPARTMENT OF TRANSPORTATION SHEETS �L SMALL BE A MINIMUM OF PERPENDICULAR TO SLOPES A BENCHES, I, MIN. 6" ABOVE A EM E HIGH? \\y ALL VACUUM BREAKERS Z'I �� L ANDSCAPE ARCHITECTURE 6 PLANNING REZONE PERMIT NO. GRADING PLANS FOR t ^IA• T 7�• �\ AND ANTI - SIPHON VALVES FINISH GRAOEI r ALL WORK WILL BE IN .SMALL BE A MINIMUM of 11JH4YL UN 1304 cRMINO DEL MAR SPECIAL USE PERMIT NO. ACCORDANCE WITH THE pl'9p11AI y �I f - 1' MIN. 6" ABOVE THE HIG ;ZEST PRINT DEL MAR CRLIFORNIR92014 71414537371 /WO/4C NG &U1\1 INEAST 2 SCHEDULE 40 P.V.C. MAIN REQUIREMENTS OF THE 2' MAX. HEAD OF THAT SYSTEM. TENTATIVE MAP NO, 44230-/ GOVERNING AGENCIES. I DATE ALL WORK WILL BE IN SECTION ACCORDANCE WITH THE COUNTY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDE 322 - IC06 REQUIREMENTS OF THE GOVEJNING AGENCIES. No DIKriplipn Approved by Ball W/ 44 /WOW @ .5/. DESCRIPTION DIRECTOR R J OR OF F M LJf5L d�.� Aff�l�pr•+ DIRECT'UBUC WOf7K5 no scale Q5- 15UILT G, 9/z71 LOCATION //VT EL C,4,v! /1-/O.4E,4L � Et/C /t// %4 5 f DB weBB@ RA Na I= no scale z ✓/--? UPHILL PIPING DOWNHILL PIPING REC FROM ra''"Ty '��s Gran J REVISIONS ELEVATION 220 DATUM 7.°JO . � 7- 4- v.•m�rNo L -°14o DATI: DRAWN Ih CwD M PROJECT NC 1 fYL C9S. R.D. 8) OIS l • - - o c - courLrp 'yura coup' PUFF yATe • VAL.ve � OTHEt25 ONTRoLLE12 \V L 6" � VARIr_`> - iz- t � ON 13LE Hie 2 C L�/ rPPs ' �L�nP Tool �, I_ u�� P�vx W/I Gric t LIP �u�cl s�1Za zt -muI %s A5 Lock O U L =r te � �� __.LOCKING MOUI-ITAND INSTALL PEOF5TAL _ 11 r ' P I (12" Mlpl.� NI514 < 6,1 o�v�I�. _ 190012 ANn CONTWLLEi2 PEIZ v rfINISN CiRPDE , Z �.W. k1irrL� - 51z� �s F---- I ' v cv. Lv. RI5EK -� IZ fFQ)p py I-I� ' M 0V113F 12EQUI1 MENTS. ProvlbF �� SETS of KEYS 7 TO OWNER. � - : •" 9 LAYS o� � ...d '�= ��. EL IZ "puNCla Lock" OR fQUpL N / G'�LV I" EE pit ELL ZoNC. FOOZiNG _ - Isi4v. sTRPP - TYP f / 10 A11 � / \VI E y e LINE SIZE POLY NIPPLE E LONG -t � I E ~ ^ 6oLT5 ail Ililsn GI2AYJE �INIsN �i�a�� Z.. I -- _.._ Lv, E L pv.c. sxsxT TEE r (Z=—� Pyc. °� �I�L� ' .. -;� G� �r �P '�1 N '�: u R CCN�oL �45E FIFE OR 5XT go* ELL f GALv. 9o' ELL ALL12I yz ue--IQw�Ifp� �i�"P �:...•' - -- Z_ oN �\v HILL SIDE Pv�• rsm,4 •E ,� I120 O TO.- e OTE CONTROL__ REC,T MURIeL WIRE " G�Nr�I2 �T \vE , cT =: _ _�1&LL L'EGOO`/ LIE ,aL Af? EA. yPly. plpE -50 /nIN. -� 14 GAGE MIN. PILOT WIRE_ 12�E - 00 {.IE:P17S 12 O.G, //SAX a vvLV. max c1.JE -1- raR� � �` E V �bW MIN, f0IZ CGf1MOIJ GROUND MURN D IMPACT HEAD (ALT.) C IMPACT HEAD B GATE VALVE CONTROLLER CL G iG I IG.<L. MAR'rL�lz - 2X2 x 1i1' L. I I RWD• htA1� -E - tOP E:NI7 g��I.II Fi Z —__ PPINTEC Y_1.1.G(. -1 G4 \9 M 1 w- Gott cU \/4_V=_ Y.40 00M �— vA.L.Va ^CA-rTeR WITH � '�T• 2' .4�o.i.S iN. �� FINIS!» axb•� P- �KE•K• INsya��. .6Lt(%�,sTl� OLJ 14"_V. �IZlM T•E� PtiC LHIZ�• - f! IIIG,'lll�llfa)I�� r IY - I I� � PrL o J F N I VA W E ' �- � c LP P- hE1�- �1,Jt�PPEP� G W/ ��e l �1NII ��M SNALL MINIMUM VALVES NIMUM AND ANTI - SIP OF H 6" ABOVE THE HIGHEST �o p ��\ PCiG a l �r�- LATC_ {�Alr _ ALL WORK WILL BE IN ACCORDANCE WITH THE ` \,• i % � �� HEAD OF THAT SYSTEM. '( i `il L f -rl=x O rre.� � 12C .sru.�L - r I�� `� l� P"� ("�1ALE ADA P %R - p� �` GOVERNING F c}41✓GK VALLVE - — Pv.c �A7B12+>L- r�� O G PE mw PIPE - OM er P1pE I' 0!;mL^J Tapofcj ��L Lore rv im /&T a-o • i I no scale no scale no scale H PRESSURE REGULATOR I G SPRING CHECK VALVE I F ANTI -DRAIN VALVE (ALT.) J E MANUAL CONTROL VALVE WITH ADAPTER PRIVATE CONTRACT ♦ RDI&K RClMER DEWEESE INC. & NSSaPTES PERMITS SHEET COUNTY OF SAN DIEGO Ig 22 a-T 82 8 DEPARTMENT OF TRANSPORTATION SHEETS 2 515K 82- LANDSCAPE ARCHITECTURE 6 PLANNING REZONE PERMIT NO. GRADING PLANS FOR 1 JUNE 6'L 1 304 CRMINO DEL MAR SPECIAL USE PERMIT NO. G PRINT DEL MRR CALIFORNIA 94014 71414S3 414S3 737) MU/ FN //VG &UN !NE✓ T 2 DATE TENTATIVE MAP NO. 4030 COUNTY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX 322 - Il® &`I No Description ApproyA by Date wA /7 G✓ELG /� /��• (i -5�� Approved R l M DESCRIPTION DIRECTOR OF 'UISL P IESLIC W0RK5 jund LOCATION /NT EL C4�y1 /�/O REAL C< - 4, 1 13 /� W RECORD FROM G'ai/�/TY �ECGD"Y�.S REVISIONS ELEVATION 22O 7�0 D ATUM N� �'G' a J e.mn No 1. -0140 Date OAT9: DRAWN WY CwD h P1 OJ= NO s s I planting notes: shrub and tree planting detail irrigation notes Cont. irrigation notes I ALL SLOPES S' AND HIGHER IN VERTICAL ELEVATION SHALL BE 24 CONTROL WIRES SHALL BE BUNDLED WITH ELECTRICAL TAPE AT I IT IS INTENDED THAT THE CONTRACTOR SHALL INSTALL SYSTEMS PLANTED WITH A GROUNDCOVER. ALL SLOPES 15' AND HIGHER IN 5' -0" INTERVALS AND BURIED BENEATH MAINLINE THAT ARE COMPLETE AND FUNCTIONING PROPERLY IN EVERY WAY, ELEVATION SHALL BE PLANTED WITH GROUNDCOVER, TREES, AND SHRUBS. - (oR AS S OW P � 2 CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO PLANT MATERIAL 2 WILTED P LAN T MAT A AL SHALL NOT BE PLANTED NOR USED ON THE DUE TO SYSTEM FAILURE DURING INSTALLATION OF PLANTS AND PROJECT, bpFUp�olz TV-TV \' = IP�11 GIl! 1Xpw 2q. CONTRACTOR SHALL ADJUST ALL IRRIGATION HEADS TO FULLY MAINTENANCE PERIOD. 3 00 NOT DAMAGE PLANT ROOT BALL DURING TRANSPORTATION OR s COVER ALL PLANTING AREAS AND NOT THROW ONTO WALKS, "f�rr�111 OR ovEtz f-PzopE2.Ty LIIJE3• 3 CONTRACTOR SHALL CHECK AND VERIFY ALL SITE CONDITICNS, PLANTING PROCESS. UTILITIES,AND SERVICES PRIOR TO TRENCH[r.G. n, - 4 PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. y , [) q CONTRACTOR, SHALL VERIFY WATER PRESSURE OF 99- P. S.I. AT S?O.' 5 N.C.N. INDICATES PLANTS WITH NO COMMON NAME. = keGP u N 6 HIN.bt1�J BEGINNING WORK. N� E FEET, MAIN LOCATIONS, SIZES, ETC. PRIOR TO BEGINNING � '' 2t q •' = a•�� M� ~ 25 TORO 300 SERIES HEADS SHALL HAVE THE TOP OF THE BODY SCREWED NOTIFY LANDSCAPE ARCHITECT OF DISCREPANCIES. 0 AT LEAST ONE PLANT CF EACH SPECIES DELIVERED TO THE SI7E /' I/•• SI LL l7C LaNpl`�TNK-bBV DOWN VERY TIGHTLY ON THE BOTTOM OF THE BODY, 'WIL'_ HAVE AN :DENTIF - 7ICN TAG =ROM THE S'JPPLYI%G NURSERY -� ro -oa so 'I GoMPK•T�p oIe•l�uT �L °Pe 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK SHOWING CCMMON AND BOTANICAL PLANT .NAMES. p � u WHERE ON -SITE FIELD ADJUSTMENTS TO HEAD SPACING OCCUR, WITH OTHER TRADES. N CONTRACTOR SHALL USE TRIANGLE HEAD SPACING, WHERE POSSIBLE. ? ALL PLANTS SHALL BE PROT =CT-D AGAI ?J5T -EA', SUN, 'WP D AND FRCS' � 17Dl�K �II/L MIX r -II��- \ 6o. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES AND CHASES UNDER DURING TRANSPORTATION 70 THE SITE A:D 'nHILE 3EIr:G HELD AT IIII �� NII �sb� 27 OBTAIN COVERAGE TEST APPROVAL FROM LANDSCAPE ARCHITECT PAVING, ETC., UNLESS OTHERWISE NOTED. 7!4E SITE. DO NC S PLANTS IN TOTAL DAR!:r.ESS MORE THAN � �� hIAIJT F�IRILIZJ= PRIOR TO PLANTING OR SEEDING. ONE DAY. ' �� Z 7 POINT OF CONNECTION (P.O.C.) SHALL BE AT PRO V051910 WAT6P MSTE� CONTRACTOR SHALL BE BACKCHARGED FOR LANDSCAPE ARCHITECT'S 5 2J9 CONTRACTOR S MAINTENANCE PERIOD SHALL NOT BE TERMINATED A5 SFIopIII o11 PLa,115(BY TIME IN LOCATING ANY LANDSCAPE MATERIAL AS REQUESTED BY N N, - c- otlpDO bAGKFILI� UNTIL THE FOLLOWING CONDITIONS ARE SATISFIED AND APPROVED d CONNECTIONS FROM MAIN SUPPLY LI ES SHALL BE MADE HORIZONTALLY. THE CONTRACTOR. BY THE LANDSCAPE ARCHITECT: A. VALVES SHALL BE WIRED TO CONTROLLER IN SAME NUMERICAL q ALL PIPING AND P.V.C. ELECTRICAL SLEEVES (WITH NO. 12 PULL °I CONTRaCTOR SHALL, IMMEDIATELY UPON AWARD OF THE CONTRACT SEQUENCE AS 'INDICATED ON PLANS. WIRE) UNDER PAVING SHALL BE INSTALLED PRIOR 70 PAVING AND ORDER, LOCATE AND PURCHASE, OR HAVE HELD FOR HIM, ALL B. PROVIDE PLASTIC SEALED DIAGRAMMATIC PLAN OF SYSTEM EXTEND 2' OUTSIDE EDGE OF PAVING. NO TEES, ELLS, OR OTHER PLANT MATERIAL REQUIRED BY THESE PLANS AND SPECIFICATIONS. T>aKEE('�)Tlt►�5 IDENTIFYING STATION NUMBERS AND AREA THEY WATER. TURNS IN PIPING SHALL BE LOCATED UNDER PAVING. plp, OI►JCgIN[+l. MOUNT INSIDE EACH CONTROLLER. 10 PLANT MATERIAL MAY BE REJECIEL AT ANY TIME BY THE LANDSCAPE (PANT l �- TAIN�� C. "AS- BUILT" DRAWINGS SHALL INCLUDE LOCATIONS OF ALL In COP,ITpe.e�TOIZ laHAL, SAWAIaE ALL F.XWerjWdw p4L4IPM8s'.rAW0T14PtJ ARCHITECT DUE TO CONDITION, FORM, OR DAr1AGE BEFORE OR AFTER 121MItJ• MAINS, VALVES, SOURCE OF ELECTRICAL POWER FOR CONTROLLER ovF-P Tt7 OkItJEFz EXCLLIfJIAIC� PvG. PIPB, CLOCK, CONTROL WIRE SLEEVES, AND BELOW GRADE HEADS PLANTING. u ALL ROCK AND DEBRIS THRLe HAVING A RADIUS OF 30' -0 " +. LOCATE BY DIMENSIONING INCHES AND LARGER SHALL BE REMOVED FROM TWO (2) FIXED POINTS, ON REPRODUCIBLE MATERIAL. u. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL VALVES AND OTHER FROM PLANTING AREAS AND THEN FROM THE SITE. no s C ale IRRIGATION EQUIPMENT SHALL BE LOCATED IN PLANTIr'.G AREAS. 2I. PROVIDE THE FOLLOWING TOOLS AND MATERIALS AS PART OF THIS ALL PIPING SHALL BE LOCATED ALONG EDGES OF PLANTING AREAS i SLOPES SHALL NOT HAVE IRRIGATION SYSTEMS OR PLANTING CONTRACT: INSTALLED THEREON UNTIL ALL GULLIES OR RUTS IN EXCESS OF A. I EQUIPMENT OPERATION MANUALS AND GUARANTEES. EXCEPT WHERE INFEASIBLE TO DO S0. '_�Ix INCHES DEEP HAVE BEEN FILLED IN 'WITH ADJACENT SOIL AND COMPACTED BY HAP:v c¢rtACNWe. B. I PLASTIC SEALED DIAGRAM OF SYSTEM AREAS. C. I AS -BUILT DRAWINGS. i SOIL PREPARATION AS SPECIFIED IS FOR BIDDING PURPOSES ONLY, 13. VALVES SHALL BE MANIFOLOED TOGETHER WHEREVER POSSIBLE AND ACTUAL TYPES AND QUANTITIES WILL BE BASED ON SOIL ANALYSIS D. 2 SETS OF AUTOMATIC CONTROLLER KEYS FOR EACH CONTROLLER. SERVED BY AN UPSTREAM CONNECTION EQUAL IN SIZE TO LARGEST (PROVIDED BY OWNER) AFTER GRADING. E. I CONTROL VALVE KEYSPEFZ OACH CoO pvLLI PIPE.SIZE LATERAL LEAVING VALVES UNLESS OTHERWISE NOTED. 14. CONTRACTOR SHALL SUBMIT ALL AMENDMENT QUANTITY RECEIPTS TO OWNER AND LANDSCAPE ARCHITECT FOR APPROVAL. 15 CROWN OF PLANT SHALL BE SLIG' -i'LY HIGHER AFTER ETTL[NG, H. PROVIDE VALVES WITH UNION ON DISCHARGE SIDE AND EQUIPPED �V,ALL IRRIGATION LINES AND APPURTENANCES ARE TO BE INSTALLED BEHIND WITH STANDARD CROSSES IN PLACE OF HAND WHEELS, UNLESS -' THAN ADJACENT SOIL. THE PROPERTY LINE OUTSIDE OF PUBLIC RIGHT OF WAY. AT %0 TIME AIL_ OTHERWISE NOTED. CONNECTIONS SHALL BE MADE HORIZONTALLY. AL'_ TREES SHALL BE OF ADEQUATE CALIPER TO STAND WITHOUT AN IRRIGATION LINE CROSS A PUBLIC STREET. 15 ALL VALVE BOXES SHALL BE MANUFACTURED BY AMETEK (PIT SUPPORT. #10- 170 -001 AND COVER 410- 173-004 OR CARSON 4 1419 -2B), 17 PRUNE TREES AS DIRECTED BY LANDSCAPE ARCHITECT. ONE VALVE PER BOX. LOCATE IN SHRUB AREAS WHERE POSSIBLE b1• ALL VACUUM BREAKERS AND ANTI - SIPHON VALVES SHALL BE A MINIMUM AND GROUP TOGETHER PARALLEL TO EACH OTHER. SET BOX 2" ALL EUCALYPTUS SHALL BE LOW BRANCHING WITH THICK CALIPER. OF 6" ABOVE THE HIGHEST HEAD OF THAT SYSTEM. ABOVE FINISH GRADE .(GATE VALVES oI•II.Y) , ,AFI�Q4'g10 - EXCESSIVE HEIGHT IS NOT DESIRED. Car-eaIJ Ih r=auaL-. 32. NO CLOSE NIPPLES WILL BE USED, oR I& PROVIDE LINE SIZE CHECK VALVES WHERE FIELD CONDITIONS , 9 INSTALL ALL TREES AND SHRUBS PRIOR TO PLANTING OF GROUND COVER. REQUIRE, PER PLANS, AND /OR AS DIRECTED. W ALL PLANTS ONE C1 2 SIZE WILL BE ESTABLISHED IN % ADJUST PRESSURE REGULATOR TO ACHIEVE 10 P.S.I. MORE THAN THE THEIR CONTAINERS FOR A MINIMUM PERIOD OF THREE MONTHS. MINIMUM HEAD OPERATING PRESSURE AT HIGHEST SYSTEM AND /OR HIGHEST 17 PIPE DOWNSTREAM OF CONTROL VALVE SHALL BE AT LEAST ONE PIPE AND LARGEST SYSTEM. SIZE LARGER THAN VALVE SIZE UNLESS OTHERWISE NOTED. ZI ALL TREES AND SHRUBS TO BE "LINER" SIZE MINIMUM. SEE I.F4sF.1.10 FOR LOWEST OPERATING PRESSURE RANGE OF EACH HEAD. 18. ALL GALVANIZED IRON PIPE BELOW GRADE EXCEPT HEAD RISERS 72 LINE GALLON SIZE PLANTS MAY BE SUBSTITUTED FOR LINER SIZE SHALL BE WRAPPED WITH 2" WIDE SCOTCH WRAP ¢50 OR POLYKIN PLANTS IF LINERS ARE UNAVAILABLE. PROPOSAL SHALL BE BASED 34. ALL WORK WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE 4900. USE �" MINIMUM OVERLAP (EXCEPT FOR HEAD RISERS). ON KNOWN PLANT AVAILABILITY. SPECIFY QUANTITIES AND SIZES GOVERNING AGENCIES. IN BID. Iq. REMOVE BURRS FROM G.I.P. AND P.V.C. PIPE ENDS PRIOR TO CONNECTING OR SOLVENT WELDING. 13 SHRUBS AND TREES ARE TO BE RANDOMLY PLANTED ON APPROXIMATELY 35. THESE PLANS HAVE BEEN PREPARED BASED UPON THE FOLLOWING 10' CENTERS WITHIN THE AREA DESIGNATED ON THE PLANS. AVOID ♦ ASSUMPTIONS: 20 FLUSH ALL PIPE CLEAN PRIOR TO INSTALLING SPRINKLER HEADS. REGIMENTATION. A. ALL RESIDENTIAL LOTS WILL BE SERVICED WITH A '4¢ " WATER 21 BRIDGING OF ABOVE GROUND GALVANIZED PIPE WILL NOT BE ALLOWED 14. CONSTRUCT A 2" HIGH X 2' DIAMETER WATER BASIN FOR EACH LINER METER WITH A I it SERVICE LINE FROM MAIN TO FOR PIPE SIZES 1" DIAMETER AND LESS. 3' MAXIMUM SPAN ON PLANT AND A 4" HIGH X 2' DIAMETER WATER BASIN FOR EACH ONE METER, UNLESS OTHERWISE INDICATED ON THESE PLANS. 1Y" AND LARGER PIPE. USE FITTING TO ACHIEVE DIRECTIONAL GALLON PLANT. F1 CEAW.PT1IUS CISTtAS) B. EACH PRIVATE RESIDENTIAL IRRIGATION SYSTEM WILL ULTIMATELY CHANGES IN PIPE, DO NOT BEND PIPE. ALL ON GRADE GALVANIZED V ALL PLANT TABLETS SHALL BE PLACED IN PLANTING PITS WITHIN BE CONNECTED UP STREAM OF A PRESSURE REGULATOR LOCATED AT PIPE SHALL RUN HORIZONTALLY OR VERTICALLY ON SLOPES. NO THE TOP 3" OF FINISH GRADE. EACH UNIT. CLOSE NIPPLES WILL BE ALLOWED. C. ALL RESIDENTIAL UNITS WILL BE SUPPLIED BY A MINIMUM 1 ZC>, PROVIDE AGRIFORM 20 -10 -5, FERTILIZER TABLETS WITH EACH POLYBUTYLENE TUBE FROM THE WATER METER TO THE PRESSURE, DIRECT BURIAL CONTROL WIRE SHALL BE 600 VOLT, SINGLE GROUNDCOVER PLANT (5 GRANT, 1 PER PLANT). REGULATOR. CONDUCTOR SOLID COPPER, PLASTIC INSULTED CABLE RATED FOR DIRECT BURIAL APPLICATIONS, U.F., U.L. APPROVED. 1' GAGE (MINIMUM) PILOT WIRE. 12 GAGE (MINIMUM) FOR COMMON GROUND 27. ALL PLANTS ONE GALLON SIZE AND LARGER SHALL BE PLANTED �6• PROVIDE ALL PRESSURE REGULATORS WITH 'C' RANGE SPRINGS. RETURN WIRE. WIRE COLOR CODE TO BE AS FOLLOWS: 1/1 GA FERTILIZER TABLETS, 21 GRAM, AT THE FOLLOWING RATE_5: CONTRACTOR WILL ADJUST FOR PROPER OPERATING P.S.I. 5E►, E&g 1/1 GAL. tiNo LiN�P' NEUTRAL, HOT, CONTROL OR PILOT '.:IRE - ANY ONE COLOR EXCEPT 2PA ALL � PLANTING AREAS SHALL BE PLANTED WITH .GROUND COVER WHITE OR ORANGE, A DIFFERENT COLOR FOR EACH STATION IS AT 12" ON CENTER , (AS "1 ?WN oIJ 7 A-JS.) 37. POWER TO CONTROLLERS BY OTHERS. PREFERRED. z,9 CONTRACTOR SHALL PERFORM ALL FERTILIZING IN THE PRESENCE OF COMMON GROUND WIRE - WHITE. EXTRA CONTROL WIRE - ORANGE. THE LANDSCAPE ARCHITECT AND /OR THE OWNER'S REPRESENTATIVE. 5e. AUTOMATIC CONTROLLERS ARE PEDESTAL MOUNT. GoµTp;ori� `ID FoL.I -oLJ V,aLVE MF61 Wll� G✓IZIFJb jt�UIrvME L�kaaiE /� ALL of 1Eb. 30 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A 341, 6LL �jL��j 3 sy{Jp f{IG 10 11EF 5L..� 1.11 Y• Z�Ihl1 �GI��A TM E HIWIHUH �IZG WEED AND DEBRIS FREE CONDITION THROUGHOUT THE MAINTENANCE IWz4a0T1^J -6 E.M, PERIOD. ALL BERMUDA AND KIKUYUGRASS SHALL BE DUG OUT BY THE ROOTS A4JC7 Rya FFOM THe fie. 4o• E:K�tilCo FA�IRv RG -J3 CoI-T ieE Lm&Tw o,TSNA1JI.s LA. ou .SuesOl v,�.�lo1J VVw"044zY. Tit 4 4APi. - v-ST PF•IOK To I49rA _4T0W, IF ROWWO LSarAKP.p 31 PRIOR TO THE ACCEPTANCE OF HYDROSEEDED AREAS BYCoU1J1Y RESIDENCE OFZ ml R -- nvf_- w-be f;Nwwirj=) F2c - I yVe_ 11 ENGINEER, A CERTIFIED REPORT MUST BE SUBMITTED BY A REGISTERED LANDSCAPE ARCHITECT STATING THAT HYDROSEEDING WAS DONE ACCORD- 41. corWTPNI WILL PRIVATE CONTRACT ING TO THE PROJECT SPECIFICATIONS AND THAT ITS GROWTH IS ADE- TLIF =IJ vvEf?To cWIJeFz PERMITS SHEET QUATELY ESTABLISHED TO PREVENT EROSION. AEI, NIAIJIAeI,LVALVb RDI61ARC3E ,ERDEUJEESEINC. &PSSQfIP7ES COUNTVOFSANDIEGO 13 yT6M1 l.6eCED�Y 220r 9 DEPARTMENT OF TRANSPORTATION SHEETS 32 'ALL DISTURBED AREAS NOT DESIGNATED TO RECEIVE HYDROSEE AND ELEGTjZIGAbAPTE -F�s. 2 REZONE PERMIT NO GROUNDCOVER SHALL BE TREATED PER SPECIFICATION ]4•L., SHEET ET 1 13 LANDSCAPE ARCHITECTURE 6 B . ANNING GRADING PLANS FOR T H I S EXCLUDES ALL GRADED LOT PADS. I'IJUIJE 82 1302 CRAMNO DEL MAR SPECIAL USE PERMIT NO. PRINT DEL MAR. CALIFORNIA 92014 7141453 7371 MORNING SUN W46 T 2 si'1. �L= �•IF -� (�O '13 cP �L. ILY LF1IEI.IP , al,l(� !�-IEE DATE TENTATIVE MAP NO. 40.30'/ 1 COUNTY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX 322- 16099 No DfYn aon A D PP red by Date DESCRIPTION �( G✓ELG /W0/-/- @ S%. )L`. Approved "J Nvlassman yB 8 A RV{rl //!! �j, DIfiECTOA OF PUBLIC WORKS 34- LANDSCAPE CONTRACTOR SHALL REPAIR AND /OR REPLACE ANY. Q.J LJUILT �`� DAMAGED PLANT MATERIAL, EXISTING ON SITE, WHICH IS CAUSED LOCATION / EL Cg 114AIO RE,4L B 1 PkIfier DeWeeseFLA 1 BY, HIS NEGLIGENCE. (INGIUGINIfs EX14TIwG GRLIII apCpYEl2) Z m .3G I//. RECORD FROM Ca��Ty • PEC �� p Grading REVISIONS ELEVATION 220 7�0 ❑ ATUM 5'G pd e & - o 3 F No L - 0140 OATl: DRAWN NY OWD NU PNOJM NO 17 JULIE 62 P.S. �•D. 81x018 P { LANDSCAPE IRRIGATION SPECIFICATIONS 2. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR DAMAGES C. GALVANIZED PIPE: L. TESTING: t10TE: THE GENERAL AND SPECIAL CONDITIONS NOTED HEREIN ARE TO 1. GALVANIZED PIPE (STEEL) SHALL BE SCHEDULE 40 1. NO TESTING SHALL TAKE PLACE, NOR SHALL ANY WATER AN INTEGRAL PART OF THE LANDSCAPE PLANS AND MUST BE FINAL ANY WORK COVERED BY THESE SPECIFICATIONS BEFORE L ACCEPTANCE OF THE WORK. HE SHALL SECURELY COVER GALVANIZED STEEL PIPE ASTM Al20 -61T THREADED, BE ALLOWED INTO ANY SYSTEM, BEFORE THE SOLVENT CAREFULLY CONSIDERED IN CONNECTION HEREWITH. ALL OPENINGS INTO THE SYSTEMS AND COVER ALL APPARATUS, COUPLED AND HOT DIP GALVANIZED W /150 POUNDS, MANUFACTURER'S RECOMMENDED CURING TIME HAS ELAPSED, EQUIPMENT AND APPLIANCES, BOTH BEFORE ANO AFTER BEING GALVANIZED MALLEABLE IRON FITTINGS, BRANDED 2. TEST ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE SET TN PLACE TO PREVENT OBSTRUCTIONS IN THE PIPES I. PURPOSE OF THE SPECIFICATIONS: IT IS THE INTENT OF AND THE BREAKAGE PATTERN MISUSE OR DISFIGUREMENT OF THE ' AND GALVANIZED STEEL COUPLINGS. OF 125 LBS. PER SQ. IN. AND TEST ALL NON- PRESSURE THESE SPECIFICATIONS THAT: APPARATUS, EQUIPMENT OR APPLIANCE PIPE SIZE NOMINAL INSIDE DIAMETER UNLESS LINES UNDER EXISTING STATIC PRESSURE TO PROVE BOTH . A. THE WORK OF ASSEMBLING AND INSTALLING THE SPRINK- 3. CONTRACTOR SHALL ADEQUATELY PROTECT ADJACENT PROPERTY OTHERWISE NOTED OR INDICATED. WATER TIGHT. L - SYSTEMS WILL BE ACHIEVED IN AN EFFICIENT AND AS PROVIDED BY LAW AND CONTRACT DOCUMENT. 2. STREET ELBOWS MAY BE INSTALLED ONLY AS A 3. SUSTAIN PRESSURES IN LINES FOR NOT LESS THAN FOUR PART OF THE ADJUSTABLE RISER ASSEMBLY UNDER HOURS. IF LEAKS DEVELOP, REPLACE JOINTS AND REPEAT SATISFACTORY MANNER ACCORDING TO THE HIGHEST WORK- MANLIKE STANDARDS ESTABLISHED FOR SPRINKLER K. ACCESS TO AND INSPECTION, TESTING AND APPROVAL OF WORK: ROTOR POP -UP SPRINKLER, OR WHERE SHOWN ON TEST UNTIL ENTIRE SYSTEM IS PROVEN WATER TIGHT. PLANS. 4. TESTS SHALL BE OBSERVED AND APPROVED BY ARCHITECT INSTALLATION AND OPERATION. 1. CLOSING IN UNINSPECTED WORK: -CONTRACTOR SHALL NOT PRIOR TO BACKFILL. B. THAT THE FINISHED SYSTEMS SHALL BE COMPLETE IN CAUSE OR ALLOW ANY OF HIS WORK TO BE COVERED OR 9. �� 1}IpJ7EC7 FITTIIJI USE F'E W LATEX EVERY RESPECT AND SHALL BE LEFT READY FOR THE S. UPON COMPLETION OF EACH PHASE OF WORK, ENTIRE SYSTEM ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND �� ova L EQLIA L• SHALL BE TESTED AND ADJUSTED TO MEET SITE REQUIREMENTS. SATISFACTION OF THE OWNER. APPROVED BY THE OWNER. SHOULD ANY OF HIS WORK BE T 6. THE ABOVE TESTING SHALL BE COMPLETED AND APPROVED OPERATION TO THE ACCORDINGLY, THE SATISFAC OF THESE SPECIFICATIONS ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND TEST, PRIOR TO PLANTING OF ALL PLANTS EXCEPT SPECIMEN TREES, HE SHALL UNCOVER THE WORK AT HIS OWN EXPENSE IN ORDER 7, HEADS IN PLANTING AREAS SHALL BE ADJUSTED FOR COV- ARE A PART OF THE SPRINKLER SYSTEM CONTRACT. TO AFFORD THE NECESSARY INSPECTION BY THE OWNER. ERAGE AND HEIGHT AS DIRECTED BY THE LANDSCAPE ARCHITECT, 2. REINSPECTION OR TESTING OF WORK UNAPPROVED OR WORK . II. SCOPE OF WORK: M INSPECTION OF WORK: INSTALLATION AND OPERATIONS FAILING INITIAL TESTING OR INSPECTION. WORK WHICH 4, ALL SPRINKLER HEADS. ALL SPRINKLER HEADS SHALL BE I I OR TESTING SHALL BE REIN- P A M A INDICATED IN THE LEGEND AND MUST B APPROVED B ARCHITECT AS SPECIFIED UNDER A. THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL FAILS INITIAL INSPECTION Of TY E AND MODEL S I ND I CONSIST OF THE FURNISHING OF ALL LABOR, TOOLS, SPECTED OR RETESTED. CONTRACTOR WILL PAY FOR ANY SHALL BE INSTALLED AS INDICATED ON DETAILED DRAWINGS. GENERAL CONDITIONS. FINAL INSPECTION WILL BE MADE ADDITIONAL TRIPS FOR REINSPECTION OR RETESTING AT S. GATE VALVES: GATE VALVES 2 IN SIZE AND SMALLER AT THE CONCLUSION OF THE LANDSCAPE MAINTENANCE MATERIALS, PERMITS, APPLIANCES, TAXES AND ALL OTHER THE RATE OF $50.00 PER HOUR OF THE OWNER'S (OR HIS SHALL BE BRASS SCREWED 150 LBS. W.O.G. WITH PERIOD, COSTS, FORSEEABLE AND UNFORSEEABLE AT THE TIME OF AUTHORIZED REPRESENTATIVE'S) TIME ON THE J08 PLUS HANOWHEEL FOR OPERATION. EACH 'GATE VALUE SHALL BE N. COVERAGE TEST: WHEN THE SPRINKLER SYSTEM IS COMPLETED, CONTRA N APPROPRIATE F R TH E CTI G NECESSARY AND FOR EXPENSES AMOUNTS 'OWED BY CONTRACTOR HEREUNDER MAY , HOUSED IN A BOX AS NOTED ON PLANS, q 1 PERFORM A 0 RAGE TEST IN THE INSTALLATION OF A SPRINKLER SYSTEM AS HEREIN SPECIFIED PAYMENTS SHA L TH E CONT CTOR SH LL S COVERAGE PROGRESS PIA CONTROLLER L THE OWNER FROM THE T CONTROL VALVES AND AUTOMATIC h JUNE 82 BE DEDUCTED BY 6. B EMO E CO l U L PRESENCE OF THE OWNER TO DETERMINE IF THE COVERAGE AND SHOWN ON THE ACCOMPANYING DRAWINGS DATED � DUE THE CONTRACTOR NEXT FOLLOWING THE DATE OF FAILURE BE PER MODEL AND TYPE AS INDICATED ON THE DRAWINGS. IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL BE B. NO DEVIATION FROM THESE SPECIFICATIONS OR FROM THE OF INSPECTION OR TESTING BASED UPON THE OWNER'S VALVES SHALL BE WIRED TO CONTROLLER IN SAME NUMERICAL RESPONSIBLE TO CORRECT INADEQUACIES OF COVERAGE ONLY + REASONABLE ESTIMATE OF THE TIME REQUIRED FOR REINSPEC- SEQUENCE AS INDICATED ON PLANS. WHERE DRAWING AND DIRECTION BY OWN R HAVE NOT BEEN AGREEMENT, OR FROM THE GENERAL CONDITIONS IS AUTHORIZED TION OR RETESTING. 7. ALL DIRECT BURIAL CONTROL WIRE SHALL BE 60OV. SINGLE AND NO SUCH DEVIATION SHALL BE MADE, UNLESS THE WRITTEN FOLLOWED• AUTHORIZATION! THEREFORE SIGNED BY THE OWNER OR HIS CONDIICTOR SOLID COPPER, U.F., U.L. APPROVED. 14 GA. DULY APPOINTED REPRESENTATIVE HAS BEEN OBTAINED IN L. SUPERINTENDANCE - SUPERVISION: THE CONTRACTOR SHALL KEEP, MINIMUM PILOT WIRE, PER VALVE MANUFACTURER'S RECOM- 0. ADJUSTING OF SYSTEM: + HIS WORK, DURING ROM ESS, A COMPETENT SUPERINTENDENT MENDATIONS, 12 GA. MINIMUM FOR COMMON GROUND RETURN ADVANCE. AND ANY NECESSARY ASSISTANTS, ALL SATISFACTORY TO THE OWNER. WIRE. 1. SPRINT RL, AND ALIGNMENT AND COVERAGE Of ALL III. GENERAL CONDITIONS: -THE SUPERINTENDENT SHALL-NOT BE CHANGED EXCEPT WITH THE SPRINKLER HEADS. 2. CONSENT OF THE OWNER, UNLE 'SS THE SUPERINTENDENT PROVES TO E. SITE CONDITIONS: IF IT IS DETERMINED THAT ADJUSTMENTS IN THE TRRI- A. EXECUTION CORRELATION AND INTENT OF DOCUMENTS BE .UNSATISFACTORY TO THE CONTRACTOR AND CEASES TO BE IM 1. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING ADEQUATE EQUIPMENT WILL PROVIDE PROPER AND MORE HIS EMPLOY. THE SUPERINTENDENT SHALL REPRESENT THE COP!- NEAR EXISTING UTILITIES, CONTRACTOR ADEQUATE COVERAGE, CONTRACTOR SHALL MAKE ALL NEC - HE C hl RAC OR SHALL ABIDE BY AND COMPLY WITH THE ESSARY ADJUSTMENTS PRIOR TO FINALIZING PROJECT. TRUE INTENT AND MEANING OF THE DRAWINGS AND SPECIFI- TRACTOR IN HIS ABSENCE AND ALL DIRECTIONS GIUEh. HIM SHALL SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITIES WHICH 3. ALL ADJUSTMENTS SHALL BE MADE TO THE SATISFACTION AS BINDING AS IF GIVEN TO THE CONTRACTOR. HE SHALL BE NS OR NEGLECT. OF THE OWNER. CATIONS TAKEN AS A WHOLE AND SHALL NOT AVAIL HIMSELF B AMILIAR WITH ALL CONTRACT DOCUMENTS PLANS SPECIFICATIONS ARE CAUSED BY HIS TO THE DETRIMENT OF THE WORK OF ANY MANIFEST ERROR OR + + 2, COORDINATE INSTALLAATION TION OF OPERATIONS ALL SPRINKLER MATERIALS, OMISSION SHOULD ANY EXIST. FIGURES, DIMENSIONS ON THE AND DETAILS AND SHALL HAVE A COMPLETE SET OF PLANS ON THE INCLUDING PIPE, SO THERE SHALL BE NO INTERFERENCE P. GUARANTEE: DRAWINGS SHALL TAKE PRECEDENCE OVER MEASUREMENTS BY JOB AT ALL TIMES, EXISTING WHICH WOULD HINDER PLANTING, INSTALLATION 1. THE WORK INCLUDED ON THESE PLANS SHALL BE GUARANTEED OF UTILITIES AND OTHER CONSTRUCTION. AGAINST ALL DEFECTS AND MALFUNCTION OF WORKMANSHIP SCALE, + AND DETAILED DRAWINGS FURNISHED SHALL TAKE IV. SPECIAL CONDITIONS: AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE PRECEDENCE OVER GENERAL DRAWINGS SO FURNISHED. F. PHYSICAL LAYOUT: A. IRRIGATION + SYSTEM: 1. PRIOR TO INSTALLATION CONTRACTOR SHALL STAKE OUT OF FINAL ACCEPTANCE BY THE OWNER, SHOULD ANY TROUBLE B. SURVEYS PERMITS AND REGULATIONS: THE OWNER SHALL DEVELOP WITHIN THE TIME SPECIFIED ABOVE, ALL NECES- URN SH A L U EVS UN ESS OTHERWISE SPECIFIED. 1. THE IRRIGATION SYSTEMS SHALL INCLUDE ALL MATERIALS ALL PRESSURE SUPPLY LINES, ROUTING AND LOCATIONS SARY REPAIRS AND /OR REPLACEMENTS SHALL BE MADE BY THE PERMITS AND LICENSES NECESSARY FOR THE EXECUTION OF AND THEIR INSTALLATION IN ACCORDANCE WITH PLANS AND OF SPRINKLER HEADS. CONTRACTOR, IN AN EXPEDIENT MANNER, AT NO ADDITIONAL THE WORK INCLUDING BUT NOT LIMITED TO BUILDING SPECIFICATIONS PREPARED BY THE OWNER. 2. ALL LAYOUTS SHALL BE APPROVED BY ARCHITECT PRIOR COST TO THE OWNER, THE OWNER RETAINS THE RIGHT TO PERT ^ITS FROM THE CITY OR COUNTY BUILDING DEPARTMENT 2. ALL PRESSURE LINrS, NON- PRESSURE LINES, VALVES AND TO INSTALLATION. MAKE EMERGENCY REPAIRS WITHOUT RELIEVING THE BE SET AT A FINISH HEIGHT CONTRAC- AUTHORIZED TO PERMIT THE WORK, SHALL BE SECURED AND MISCELLANEOUS SPRINKLER HEADS SHALL BE MANUFACTURED 3. ALL SPRINKLER HEADS SHALL TOR'S GUARANTEE OBLIGATIONS. PAID FOR BY THE CONTRACTOR. SUPPLIED AND INSTALLED IN STRICT ACCORDANCE WITH THE TO ACCOMODATE AND CONSIDER GROWTH OF ADJACENT PLANT 2. IN THE EVENT THE CONTRACTOR DOES NOT RESPOND TO THE MATERIALS. HEADS SHALL NOT BE LOCATED BEHIND ANY SPECIFICATIONS DETAILED IN THE HEREIN MENTIONED OWNER'S REQUEST FOR REPAIR WORK UNDER THIS GUARANTEE C. DRAWINGS AND VERIFICATION OF DIMENSION'S: IRRIGATION PLANS AND SPECIFICATIONS. PLANT MATERIAL SO THAT FUTURE GROWTH WOULD IMPAIR WITHIN A PERIOD OF 48 HOURS THE DINER MAY MAKE SUCH 1. ALL IRRIGATION SHALL BE IN ACCORDANCE WITH �. SUBSTITUTION OF MATERIALS: SIZES OR MANUFACTURERS THE EFFECTIVENESS OF THAT HEAD, THE OWNER'S REP- RESENTATIVE SHALL BE NOTIFIED Of ALL CONFLICTS BEFORE REPAIRS AS HE MAY DEEM NECESSARY AT THE FULL EXPENSE WILL NOT BE ALLOWED UNLESS THE OWNER AND CITY MANAGER OF THE CONTRACTOR. PLANS AND SPECIFICATIONS. AGREE TO ANY PROPOSED CHANGES IN WRITING. INSTALLATION. 3. ANY SETTLING OF BACKFILLED TRENCHES UHICH MAY OCCUR 2. THE CONTRACTOR SHALL CHECK AND VERIFY ALL OIMEN G. WATER SUPPLY: DURING THE GUARANTEE PERIOD SHALL BE REPAIRED BY THE SIONS INDICATED ON THE PLOT PLAN. THE CONTRACTOR B. CLEAN UP; SHALL ACKNOWLEDGE THAT HE HAS VERIFIED ALL DIMEN- 1. CONNECT SPRINKLER IRRIGATION SYSTEM TO OUTLETS AS CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER, INCLUD- 1. KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, ING A COMPLETE RESTORATION OF ALL DAMAGED PLANTING, PIONS AND SHALL INDICATE ALL DTSCREI IN MATERIALS AND RUBBISH INCIDENTAL TO WORK OF THIS INDICATED ON DRAWINGS. PAVING OR OTHER IMPROVEMENTS OF ANY KIND. SECTION. PLOT PLAN, IF ANY. ANY INDICATED DISCREPANCIES XIMATE LOCATIONS 2. CONNECTION SHALL BE MADE AT APPRO 4, THE CONTRACTOR SHALL INSTRUCT THE OUNER'S REPRESENT - WILL BE CHECKED IMMEDIATELY BY THE OWNER BY IN- SHOWN ON DRAWINGS. CONTRACTOR IS RESPONSTBLE FOR FIELD MEASUREMENTS AND IF ANY DISCREPANCY BE FOUND, 2, UPON COMPLETION OF THE WORK, THND WASTE STE TO SHALL MINOR CHANGES CAUSED BY ACTUAL SITE CONDITION. ATIVE AND FUTURE MAINTENANCE PERSONNEL IN THE OPERATION A THE OWNER WILL AUTHORIZE IN WRITING ALL NECESSARY REMOVE HIS MATERIAL, EQUIPMENT AND W TO THE OF ALL SYSTEMS. + + SATISFACTION OF THE OWNER. H. ASSEMBLIES• 5. THE CONTRACTOR SHALL FURNISH THE OWNER WITH THE FOL- ADDITIONS OR DELETIONS, IF ANY. 3. IF THE CONTRACTOR SHOULD FAIL TO NOTIFY THE OWNER, 1. ROUTING OF PRESSURE SUPPLY LINES AND LATERALS, AS LOWING MATERIALS UPON COMPLETION OF THE WORK: HE SHALL C. RESPONSIBILITY: , It! ALL EVENTS, SUPPLY ALL ITEMS INDICATED INDICATED ON DRAWINGS, IS DIAGRAMMATIC. INSTALL a. I MANUAL VALVE KEYS PER EACH CONTROLLER. BY THE PLOT PLAN WITHOUT RIGHT TO COMPENSATION 1. PROTECT WORK OF THIS SECTION AND WORK OF OTHERS LINES AND VARIOUS ASSEMBLIES IN SUCH A MANNER AS TO b. I OPERATION MANUALS FOR AUTOMATIC CONTROLLERS FOR ANY NECESSARY ADDITIONS. AT ALL TIMES IN PERFORMANCE OF WORK OF THIS SECTION. CONFORM WITH PLANS AND DETAILS. AND VALVES. 2. PROTECT ALL MATERIALS FROM THEFT, ALL CONTROLLERS 2. INSTALL ALL ASSEMBLIES SPECIFIED HEREIN IN ACCORDANCE C. 2 CONTROLLER KEYS PER EACH CONTROLLER. Da. SPACING OF SPRINKLER HEADS AND LOCATIONS OF VALUES FROM WEATHER, UNTIL END OF MAINTENANCE PERIOD. WITH RESPECTIVE DETAIL. IN ABSENCE OF DETAIL DRAWINGS d. I "AS- BUILT" DRAWINGS SHALL INCLUDE LOCATIONS OF AND VACUUM BREAKERS SHAL7BE AS INDICATED ON THE DRAWINGS 3. CAREFULLY NOTE ALL ESTABLISHED GRADES BEFORE COMMENCING OR SPECIFICATIONS PERTAINING TO SPECIFIC ITEMS RE- ALL MAINS, VALUES, SOURCE OF ELECTRICAL POWER WITH CONSIDERATION BEING GIVEN TO PREVAILING WIND CON- WORK, RESTORE ANY ESTABLISHED GRADE CHANGED DURING QUIRED TO COMPLETE WORK PERFORM SUCH WORK IN ACCOR- FOR CONTROLLER CLOCK, CONTROL WIRE SLEEVES, AND DITIONS. COURSE OF THIS WORK TO ORIGINAL CONTOURS. DANCE WITH BEST STANDARD PRACTICE WITH PRIOR APPROVAL BELOW GRADE HEADS HAVING A RADIUS OF 30' -0 +. OF OWNER. LOCATE BY DIMENSIONING FROM TWO (2) FIXED POINTS, E. CHANGES: THE OWNER AND CONTRACTOR HEREBY AGREE THAT THE D. MATERIALS: ON REPRODUCIBLE MATERIAL: OWI�ER O 1T HIS REPRESENTATIVE SHALL HAVE THE RIGHT TO I. LINE CLEARANCE: ALL LINES SHALL HAVE A OF SIX (6) MAKE MINOR CHANGES TO THE IRRIGATION SYSTEMS AND ITS' 1. GENERAL: MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED CLEARANCE FROM EACH OTHER, AND FROM OM LINES OF OTHER e. � PROVIDE PLASTIC SEALED DIAGRAMMATIC PLAN OF LOCATIONS WITHOUT ADDITIONAL COST TO THE OWNER. TO THE FOLLOWING ITEMS: ALL PRESSURE SUPPLY LINES, tRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY SYSTEM IDENTIFYING STATION NUMBERS AND AREA NON- PRESSURE LINES, VARIOUS TYPES OF VALUES, CONTROLLERS, OVER ONE ANOTHER, THEY WATER. MOUNT INSIDE EACH CONTROLLER. F. EXISTING CONDITIONS: PRIOR TO SUBMISSION' OF HIS BID, BACK -FLOW PREVENTION UNITS, HOSE BIBBS, AND ALL TYPES P. PROVIDE OWNER WITH ALL EQUIPMENT GUARANTEES TRENCHING: DIG TRENCHES STRAIGHT AND SUPPORT PIPE CON CONT RACTOR HALL AMINE THE SITE AND SATISFY HIMSELF OF SPRINKLER HEADS. ALL MATERIALS AND EQUIPMENT SHALL J. AND MANUALS. TO THE CONDITIONS THEREOF. BE NEW, OF DOMESTIC MANUFACTURE AND CONFORM TO PER- TIN OU LY ON BOTTOM OF DITCH. LAY PIPE TO AN EDEN GRADE. FORMANCE STANDARDS AND /OR DATA HEREIN, AND AS SHOWN TRENCHING EXCAVATION SHALL FOLLOW LAYOUT INDICATED ON G. SITE CONFERENCE: PRIOR TO COMMENCING WORK ON THE PRO- IN LEGEND ON DRAWINGS, INSTALLED IN STRICT ACCORDANCE DRAWINGS AND DETAILS. DEPTH OF PIPE PER PLANS. JEIT T HE rO CTOR SHALL ARRANGE AN ON SITE CONFERENCE WITH CONSTRUCTION DETAILS. K•. BACKFILLING: COMPACT BACKFILL FOR TRENCHING TO DRY WITH , THE OWNER AND AT THIS TIME THE CONTRACTOR SHALL 2. PIPE LINES (REFER TO DRAWINGS). DENSITY U L TO ADJACENT UNDISTURBED SOIL AND CONFORM LAYOUT THE SYSTEM FOR APPROVAL. 3. PLASTIC PIPE AND FITTINGS: TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR a. PIPE: EXTRUDED FROM 100% VIRGIN POLYVINYL CHLORIDE OTHER IRREGULARITIES. PLACE INITIAL BACKFILL ON ALL PRESSURE AND H. CODES: ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO PVC TYPE I GRADE II CLASS 1120 MATERIAL. NON- PRESSURE LINES OF A FINE GRANULAR MATERIAL, NO =BUILDING AND PLUMBING CODES HAVING JURISDICTION. 1, r ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND MATTER LARGER THAN 1/2" IN SIZE WILL BE PERMITTED• I. QUANTITIES LISTED ON IRRIGATION LEGEND ARE NOT GUARANTEED PERMANENTLY MARKED WITH THE FOLLOWING AND ARE R CONTRACTOR'S CONUENIENGE ONLY. INFORMATION: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, PVC 1120 AND PRESSURE RATING IN J. PROTECTION OF WORK AND PROPERTY: THE CONTRACTOR SHALL P.S.I. BE LIABLE FOR J A TAK H FOLLOWING ACTIONS, AS 2. MANUFACTURER SHALL MARK GATE OF EXTRUSION PRIVATE CONTRACT THEY MAY BE REQUIRED, WITH REGARD TO DAMAGE TO ANY OF ON PIPE. DATING TO BE PERFORMED IN CON - THE OWNER'S PROPERTY: JUNCTION WITH RECORDS HELD BY MANUFACTURER PERMITS SHEET COUNTY OF SAN DIEGO !� COVERING QUALITY CONTROL TESTS, RAW MATERIAL ZZ acT RDI&F%RMER DELLLIEESE INC.& PSSalKES IO DEPARTMENT OF TRANSPORTATION sH ETS 1. ANY EXISTING BUILDINGS, EQUIPMENT, PIPING, PIPE BATCH NUMBER, AND OTHER INFORMATION DEEMED t COVERING, ELECTRICAL SYSTEMS, SEWERS, SIDEWALKS, NECESSARY BY MANUFACTURER, 2°I 5EP'F82 LANDSCAPE RRCHITECTURE 6 PLANNING REZONE PERMIT NO. GRADING PLANS FOR GROUND, ROADS LANDSCAPING OR STRUCTURE OF ANY 3. ALL SOLVENT SHALL BE AS RECOMMENDED BY THE 11 jukE82 1302 CAMINO Da MAR SPECIAL USE PERMIT NO. //�� ✓ ��++ UN / r E✓ /w/ G KIND DAMAGED INCLUDING WITHOUT LIMITATION, DAMAGE MANUFACTURER OF PIPE FITTING AND AS APPROVED. MURN/NG� T FROM LEAKS IN THE PIPI "!G SYSTEMS BEING INSTALLED USE NO SOLVENT FROM CANS WHICH HAVE BEEN PRINT DEL MAR CALIFORNIA 94010 71oio3S 7371 OR HAVING BEEN INSTALLED BY CONTRACTOR) BY THE OPENED OVERNIGHT. DATE TENTATIVE MAP NO. 40.30/ CONTRACTOR, OR HIS AGENTS, EMPLOYEES, OR SUBCON- b. FITTINGS: TRACTORS DURING THE COURSE OF HIS WORK, WHETHER 1. PLASTIC FITTING: PVC, TYPE I, IPS SCHEDULE COUNTY APPFIOVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX 322 ICoB°1 THROUGH NEGLIGENCE OR OTHERWISE, SHALL BE REPLACED q0 NSF APPROVED ON ALL PRESSURE L INES . No Description ADDr. by Date WELL MOG�/• G' ST. f�` Approved R Mauman , OR REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE DESCRIPTION DIRECTOR OF w6LIC WORK$ IN A MANNER SATISFACTORY TO THE OWNER, WHICH 2. PVC, TYPE I, IPS SCHEDULE NSF APPROVED { _ ON ALL NON- PRESSURE LT A > buk l �Jy�/ a D9W6B8@ 1 3 REPAIR OR REPLACEMENT SHALL BE A CONDITION PRECEDENT /� k / /NT E'L CC<J�y! /�/O.`PE,4L G:E�t/C /�t/ /T.4 /./ n MADE FROM EXTRUDED LOCATION OE TO OWNER'S OBLIGATION TO MAKE FINAL PAYMENT UNDER ' COUPLINGS: SHALL BE MA 2� �T ge .3G ✓�. STOCK, REAMED WITH A TAPER THE NoText NoText NoText