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7544 UTILITY NOTES: 1. EXISTING THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, - THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH 'IS NOT OF RECORD OR SHOWN ON THESE PLANS. ALL GAS AND UTILITY LINES WILL HAVE A MINIMUM OF 30" OF COVER FROM FINISHED GRADE. IT IS THE SUBCONTRACTORS RESPONSIBILITY TO VERIFY FINISHED GRADES AND DEPTH OF LINES DURING INSTALLATION. 2. EXPLORATORY EXCAVATION REQUIRED CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. GRADING NOTES: 1. GENERAL ALL GRADING SHALL BE DONE UNDER THE OBSERVATION OF A QUALIFIED SOILS ENGINEER. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND ALL FILLS SHALL BE PLACED IN ACCORDANCE WITH THE EARTHWORK SPECIFICATIONS ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION FOR THE PROPOSED PROJECT. 2. BRUSH AND TREE REMOVAL BRUSH AND TREES SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. WHEN TREES ARE REMOVED, THE ROOT SYSTEMS SHALL ALSO BE REMOVED AND THE RESULTING EXCAVATION FILLET) WITH PROPERLY COMPACTED FILL SOILS. 3. PIPE REMOVAL WHERE AN EXISTING ABANDONED CONCRETE PIPELINE IS NOT REMOVED BY THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN 20 FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS, THE PIPE SHOULD BE COMPLETELY PLUGGED WITH CONCRETE OR REMOVED. 4. EXPANSIVE MATERIALS EXPANSIVE MATERIALS ENCOUNTERED IN CUT AREAS SHALL NOT BE PLACED WITHIN THE UPPER 2 FEET OF ANY FILLS. THE POTENTIALLY EXPANSIVE SOILS MAY BE SPREAD THROUGHOUT THE LOWER PORTIONS OF THE FILLS. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO PLAN HIS GRADING OPERATIONS, AS REQUIRED, IN ORDER TO PROVIDE NON - EXPANSIVE OR SUITABLE MATERIAL WITHIN THE ABOVE FILL AREAS. THIS ALSO APPLIES WHEN POTENTIALLY EXPANSIVE SOILS ARE EXPOSED OR EXIST AT PROPOSED GRADES. 5. FINISH GRADING CUT AND FILL SLOPES SHALL BE TRIMMED TO THE FINISH GRADE TO PRODUCE A SMOOTH AND UNIFORM SURFACE OR CROSS SECTION. THE SLOPES OF EXCAVATIONS OR EMBANKMENTS SHALL BE SHAPED AND TRIMMED, AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER WASTE MATTER EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES SHALL BE REMOVED AND DISPOSED OF. 6. BACKFILL NOTE WHERE TRENCES ARE WITHIN EASEMENTS ADJACENT TO FUTURE BUILDING SITES, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER, WHICH CERTIFY THAT TRENCH BACKFILL WAS COMPACTED, AS DIRECTED BY THE SOILS ENGINEER, IN ACCORDANCE WITH THE ON -SITE RARTHMORK SPECIFICATIONS. 7. ALL GRADING ACTIVITIES SHALL BE PROHIBITED WITHIN THE PERIOD FROM OCTOBER 1 TO MARCH 31 OF EACH YEAR. VICINITY MAP NO SCALE EROSION CONTROL NOTES 1. EMERGENCY EROSION CONTROL MEASURES TO CONTROL SOIL MOVEMENT SATISFACTORY TO THE COUNTY DEPARTMENT OF PUBLIC WORKS IN THE EVENT THE SITE IS EXPOSED TO EROSION DURING THE PERIOD BETWEEN NOVEMBER 1 AND APRIL 15. EROSION CONTROL MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO, SLOPE PROTECTION, INSTALLATION OF JUTE MATTING OR APPROVED EQUIVALENT, DESILTING BASINS, ENERGY DISSIPATORS, SILT CONTROL SAND BAGGING AND STORM DRAIN. 2. ALL BUILDING PADS TO BE DIKED AND THE DIKES MAINTAINED TO PREVENT WATER FROM FLOWING FROM THE PAD UNTIL THE STREETS AND DRIVEWAYS ARE PAVED AND WATER CAN FLOW FROM THE PADS WITHOUT CAUSING EROSION, OR CONSTRUCT DRAINAGE FACILITIES TO THE SATISFACTION OF THE COUNTY DEPARTMENT OF PUBLIC WORKS THAT WILL ALLOW WATER TO DRAIN FROM THE PAD WITHOUT CAUSING EROSION. 3. TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT WATER FROM FLOWING OVER THE CRESTS OF SLOPES. 4. AS SOON AS CUTS OR EMBANKMENTS ARE COMPLETED, BUT NOT LATER THAN NOVEMBER 1, ALL CUT AND FILL SLOPES SHALL BE STABILIZED WITH A HYROMULCH MIXTURE OR AN EQUAL TREATMENT APPROVED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. BETWEEN NOVEMBER 1 AND APRIL 15, APPROVED SLOPE PROTECTION MEASURES SHALL PROCEED IMMEDIATELY BEHIND THE EXPOSURE OF CUT SLOPES AND /OR THE CREATION OF EMBANKMENT SLOPES. 5. AN IRRIGATION SYSTEM TO BE INSTALLED NOT LATER THAN MAY 15, FOLLOWING THE P OF THE SLOPES. 6. SAND BAG CHECK DAMS TO BE PLACED IN A MANNER APPROVED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS IN UNPAVED STREETS WITH GRADIENTS IN EXCESS OF 2% AND, ON OR IN, OTHER GRADED OR EXCAVATED AREAS AS REQUIRED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. THE LOCATION AND DETAILS ON THE SAND BAGS SHALL BE SHOWN ON THE PLANS. 7. THE' DEVELOPER TO MAINTA;N THE PLANTINGS AND EROSION CONTROL MEASURES DESCRIBED ABOVE 'MW.ZL RELIEVED OF SAME BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. THE DEVELOPER TO REMOVE ALL SOIL INTERCEPTED BY THE SAND BAGS, CATCH BASINS AND DESILTING BASINS AND KEEP THESE FACILITIES CLEAN AND FREE OF SILT AND SAND AS DIRECTED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. THE DEVELOPER SHALL REPAIR ANY ERODED SLOPES AS DIRECTED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. $. All utility trenches shall be blocked at the prescribed in!:ervais with a double ro.+ of sardbaa_s with a top elevation, two sandbags below the gr3dea surface of the street. Sandbag; are to be placed with lapped courses. The intervals prescribed between sandbag blocking shall depend on the slope of the ground surface, but not exceed the following: Grade of the Street Interval Less than a As requi rec 2% to 4% 100 feet 4% to l0% 50 feet Over 1C% 25 feet q After sewer utility trenches are backfilled and compacted, the v r s urfaces o er such tren h s s all .,e undcd i mo s1 i i c t y to prevent channeling of •wetLr in the trench area. Care should be e.<ercised to provide for cross f1Cw at frequent intervals where trenches are not on the centerline of a crowned street. ID, Provide velocity check dams in all unpaved street areas accord- ing to recommended criteria indicated on the araph entitled Sandbao Barrier Spacing for Erosion Control in Graded Streets Velocity check dams may be constructed of sandbags, timber, or other erosion resistant materials approved by the County Engineer, and shall extend completely across the street or channel at right angles to the centerline. Velocity check dams may also serve as sediment traps- _ 32 ' I 14.5' r 23.5' 8' 6' 3.5 "CZ GUT. 0 .5 10 a .C.P. AER G -2.1 2 "A,C• OVER �RALLEO CURB 3DWK PER 4'•AGGR. BASE c GUTTER 0 -7.l (MIN /MUM) PER 07-4.1 SrA. 0#42 TO 3+6q.76 32' 14.5' , , 16' /4.$' 1.5' 8' 8' I _ ROLL CURB s GUT. z2 C. OVER 4 "AGGR. PER r - 4.1 BASE (MINIMUM) 8 "V.C.P- - x-10 "A •C. P, I.5' OVEIPEXCAVATION 7V ACCOMODATE 3 - BAG, 1 ISM SANOBQG CNECKDAM (Tyft&) STA. 3 +6'9.76 Ti? 7 +20.28 TYPICAL SECTION - FORREST & UFF (MIJOTE STREET) NO SCALE 84 ' 4z' 4x �I I 10' �, - 8Y' /0' a 5' I.5'OVEREXCAVAT /O/V 5 3' 7' TO ACCOMODATE 3 B 7 Z N16N SANDBAG/ CHECK- �. v it DAM (T AL YPIC) � 4" P.C.C. - - - - - SIDIEWALK 6" r yPE v' PER - PER G-7./ STRUCTURAL SECTION PER P!/TIER 0ENERAL NQTE N 2 PER O 2 T "•••"-• ..... '•" DENOTES ELEVATION 6MOWN IN PROFILE TYP ICAL SECTION - VIA CANTEMIA STREET NO SCALE SEE SHEET' storm dfain wwk SEE BIDET 4 and 5 CHA NNEL EXIS CON(. � \ Z - a CHA NNEL 8!/eDl v/s10N aXINDARY "-� ` \ EXIST z 1 e I l 84 "R.C.P. c� INLET CRATE a FRA CLEAN our COVER j IrAAme 27 n PER ALHAMBRA F04W ALNAMIRA OVUAWRY � \\ d I I I \ COMPANY LTD. A-20OMPANY LTD, A- 2016 \ 1 (1B "xIB) r S "NCRETE 18 2 9 SE (3000 q 11.) \ 9 ELEVATION S oN PLAN. ME SIZE EX / S T MO81 L HOME PARK rEE AS ATERML ( \ y \ TO REMA I N REQU1RE0 \ 1 ' 3 NOT£: UBE A-rw QRATE /FRAME OR A•2017 I' � 27 (\ C. 0. COVER } FRAME FOR OTRNCT, /IV A"# 4". 0.17' T J 2.ea' o.n' rr. :.�a' �imN SE S HEE T r' 3,7,E i s" 1 • 1 REW N IOOO o a r E • 1.75 ' •• Rf1AR MY MAP SC AL E ' / "' 2 2.18' SIDE VIEW C1 ;c. d19f TGP VIEW C*X. �e No acaL7 No Scbi! NOTE: RESAR P E R O •B.1 DETAIL IOi4 /VATE INLET / CLEANOU No acACc SILLMAN / W YMAN & ASSOCIATES ARCHITECTS & ENGfNEERS 10671 ROSELLE ST., STE. 200, SAN DIEGO, CA. 92121, (619) 453- 4320 DATE: JOB NO.. i523 .4s gU /L rs 9y " � ►L ao 89 ' a- - 1.27.9/ BRUCE h? /YYM.9 Atsew 4wrE CITY OF ENCINITAS AP OVIED CHANGES PERMITS Mgt_ aeaarlatf.a A iPLy •A fate �'oas7 f +. lPerw~t < /wfM G 38 CHANGE TITLE &-ac C QaW R 84-24 R EZONE PERMIT NO 2 UPDATE KEY HRP QRrtf.� AS 4WI47 Cos to.If t1 MAJOR USE PERMIT NO P 84-31 TENTATIVE MAP NO. TM 4461 COUNTY APP 1 IVIED CHANQE• EIENCH MARK No. Me'ipfi•a AWavedby 9811 DESCRIPTION I Street .Centarline Monument RENEWAL - - LOCATIoN.EI Camino Real 0.72 Mi. Wly of inter of El Camino Real and Encinitas Blvd. RECORDFROM : Cau ntV 9f San Diego ELEVATION: 14;, 1.15 a ATUM: M -81 IRZ V vJ Q •v, PRIVATE CONTRACT UMT L 1I OF ENCINI� '' � a � SBTBIENT OF PUBLIC WORKS I 2 COUNTY01`SAN DIEGO TRACT N0: 4461 -1 ail CALIFORNIA C6W1DWATE m6EX 3 2 2 Ifs 8 3 Mi Q` NMCTM OP Puftoc WORKS E w•rk: III}., � l � BRICE N. W n.C.E. 2_ 0 O W an AL W d FILE N0. GENERAL NOTES: JURGIIIISNO STp• ?�G. NO. SYMBOL 1. APPROVAL Of THIS GRADING PLAN DOES NOT CONSTITUTE APPROVAL OF VERTICAL OR HORIZONTAL ALIGNMENT OF ANY PRIVATE ROAD SHOWN HEREON FOR COUNTY ROAD EXISTING CONTOUR - ^" 2Q -- - -• PURPOSES. 2 FINAL APPROVAL OF THESE GRADING PLANS IS SUBJECT TO FINISHED CONTOUR FINAL APPROVAL OF THE ASSOCIATED IMPROVEMENT 2G PLANS WHERE APPL ICABLE.F /NAL CURB GRADE ELEVATIONS EXISTING ELEVATION MAY REQUIRE CHANGES IN THESE PLANS. FINISHED ELEVATION �2�5 3. IMPORT MATER /AL SHALL BE OBTAINED FROM A LEGAL SITE. 2 1 FILL SLOPE � � 4. A CONSTRUCTION, EXCAVATION OR ENCROACHMENT : 1 CUT SLOPE PERMIT FROM THE DIRECTOR OF PUBLIC WORKS WILL BE 2 REQUIRED FOR ANY WORK IN THE COUNTY RIGHT -OF -WAY. RETAINING WALL C -2.1 5. ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PLANTED IN ACCORDANCE WITH SAN DIEGO COUNTY SPECIFICATIONS. A.C. PAVING 6. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK. NOTICE OF THE PROPOSED WORK SHALL BE GIVEN TO THE 6" A.C. BERM FOLLOWINGAGENCIES. SAN DIEGO GAS &ELECTRIC 1- 800- 422 -41 33 -16 � _� PACIFIC TELEPHONE CONCRETE DRIVEWAY G- 14.1,G- 15,G /I CATV. CABLEVIS101\1 SEWER LEUCADIA COUNTY WATER DIST. WATERLtVENHAtN NUN. WATER DIST j PUBLIC STORMDRAIN 7. A SOILS REPORT MAY BE REQUIRED PRIOR TO THE PRIVATE SITE DRAIN ' ISSUANCE OF A BUILDING PERMIT. 8. APPROVAL OF THESE PLANS BY THE DIRECTOR OF PUBLIC DIRECTION OF DRAINAGE WORKS DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PER - 5RNAC* ROW , lYe HIGH 015 MISS ION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. �'�►% 1 L NO `�� 9. THE DIRECTOR OF PUBLIC WORKS' APPROVAL OF THESE . \� PLANS DOES NOT CONSTITUTE COUNTY BUILDING OFFICIAL • SUBSURFACE DRAIN (PER SOILS REPORT • " APPROVAL OF ANY FOUNDATIONS FOR STRUCTURES TO BE PLACED ON THE AREA COVERED BY THESE PLANS. NO SOILS ENGINEER'S CERTIFICATE: WAIVER OF THE GRADING ORDINANCE REQUIREMENTS CONCERNING MIN /MUM COVER OVER EXPANSIVE SOILS IS THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE MADE OR IMPLIED (SECTIONS87.403 & 87.410). ANY SUCH IN CONFORMANCE WITH THOSE SPECIFIC SOILS RELATED RECOMMENDATIONS WAIVER MUST BE OBTAINED FROM THE DIRECTOR OF DPL. WHICH CAN BE VERIFIED ON THE PLAN AND WHICH ARE FOUND IN THE SOILS 10.ALL OPERATIONS CONDUCTED ON THE PREMISES, REPORT PREPARED BY BEMIS -DILKS CONSULTANTS INC. TITLE: SOILS INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPAR- INVESTIGATION ENCINITAS P.R.D., DATED: 12/31/85. THE REFERENCED TURE OR RUNNING OF TRUCKS, EAR THMOVING EQUIPMENT, SOILS REPORT SHALL BE CONSIDERED AS PART OF THIS PLAN AND ALL GRADING CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED WORK SHALL BE DONE IN ACCORDANCE WITH THE REFERENCED REPORT. GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BY: J IB - t Z L 7-4•, l9 8TP DILKS BETWEEN 7:00 a.m. AND 6:00 p.m. EACH DAY, MONDAY THROUGH SATURDAY, AND NO EARTHMOVING OR GRADING PETER. H. R.Z.E. DAZE OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON SUNDA YS OR HOL IDA YS. 11. ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING BY: 1�y,Ifa4 TERRAIN TO PRODUCE A CONTOURED TRANSITION FROM CHARD. BEMIS C.E.G. O ATE CUT OR FILL FACES TO NATURAL GROUND AND ABUTTING CUT OR FILL SURFACES. 12. NOTWITHSTANDING THE MIN /MUM STANDARDS SET FORTH IN THE GRADING ORDINANCE AND NOTWITHSTANDING THE LEGAL OE$CRIIIIPT11ON APPROVAL OF THESE GRADING PLANS, THE PERMITTEE IS BEING A PORTION OF PARCEL 3 AND A PORTION RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO THE 4 F PARCEL MAP NO. 2 917 FILE OF PARCEL O a O ER NO PERSON S A DJACENT PR P TY P H ALL EXCAVATE ON LAND ND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER IN THE OFFICE OF THE COUNTY RECORDER ON! ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, FUNC- AUGUST 5. 1974 TION OF ANY SEWAGE DISPOSAL SYSTEM OR ANY OTHER PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING AND PROTECTING SUCH PROPERTY FROM SETTLING, CRACKING, EROSION, SILTING, SCOUR OR OTHER DAMAGE WHICHMIGHT RESULT FROM THE GRADING DESCRIBED ON THIS PLAN. THE COUNTY WILL HOLD THE PERMITTEE RESPONSBLE FOR CORRECT /ON OF NON - DEDICATED IMPROVEMENTS WHICH DAMAGE ADJACENT PROPERTY. OWNER 13.SLOPE RATIOS: FORREST BLUFFZ A CAL. GEN. PART. CUT - V FOR MINOR SLOPES 2.1 FOR MAJOR SLOPES 1753 L O D G E P O L E ROAD FILL - 2:1 Slopes Deviating From The Above Will Require SAN M A R C O S CA. 92069 Approval Of The Director Of Public Works After Review Of A Report From A Soils Engineer. PHONE 727 EXCAVATION: 46,000 C. Y FIL -tj O C. Y. - WAff1F-1IMPORT: 8ALANC'EO C. Y. A Separate Permit Must Be Obtained For Waste Or Import Area. ^"E60O1IIIMf P^ffl=ML NO. 257-030-58 1 4. SPECIAL CONDITION IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE DIRECTOR OF PUBLIC WORKS OF THE DISCOVERY. GRADING OPERATIONS WILL NOT RECOM MENCE UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE DIRECTOR OF PUBLIC WORKS TO DO SO, SOLAR ACCESS CERTIFICATE 15. QUANTITIES SHOWN ARE ENGINEERS ESTIMATE FOR PERMITS ONLY (NOT BID QUANTITIES). CON - THIS PLAN PRESERVES A MINIMUM OF ONE HUNDRED SQUARE FEET OF SOLAR TRACTOR SHALL VERIFY ALL QUANTITIES AND REPORT ACCESS FOR EACH PROPOSED DWELLING UNIT ALLOWED IN THE APPLICABLE PHASE ANY AND ALL DISCREPANCIES PRIOR TO COMMENCING O�.T S SUBD TVIS N. WORK. 0A1- 16 . ALL GRADING DETAILS WILL BE IN ACCORDANCE WITH BR E A RC$ 23280 � SAN DIEGO COUNTY STANDARD DRAWINGS DS -8, DS- r W 10, DS -11, AND D -75.1 .4s gU /L rs 9y " � ►L ao 89 ' a- - 1.27.9/ BRUCE h? /YYM.9 Atsew 4wrE CITY OF ENCINITAS AP OVIED CHANGES PERMITS Mgt_ aeaarlatf.a A iPLy •A fate �'oas7 f +. lPerw~t < /wfM G 38 CHANGE TITLE &-ac C QaW R 84-24 R EZONE PERMIT NO 2 UPDATE KEY HRP QRrtf.� AS 4WI47 Cos to.If t1 MAJOR USE PERMIT NO P 84-31 TENTATIVE MAP NO. TM 4461 COUNTY APP 1 IVIED CHANQE• EIENCH MARK No. Me'ipfi•a AWavedby 9811 DESCRIPTION I Street .Centarline Monument RENEWAL - - LOCATIoN.EI Camino Real 0.72 Mi. Wly of inter of El Camino Real and Encinitas Blvd. RECORDFROM : Cau ntV 9f San Diego ELEVATION: 14;, 1.15 a ATUM: M -81 IRZ V vJ Q •v, PRIVATE CONTRACT UMT L 1I OF ENCINI� '' � a � SBTBIENT OF PUBLIC WORKS I 2 COUNTY01`SAN DIEGO TRACT N0: 4461 -1 ail CALIFORNIA C6W1DWATE m6EX 3 2 2 Ifs 8 3 Mi Q` NMCTM OP Puftoc WORKS E w•rk: III}., � l � BRICE N. W n.C.E. 2_ 0 O W an AL W d FILE N0. T \ y 0 4 T YPE W# : v 1 INLET PER D ?J /O' P 1 :F 1 9 1 17 C O l3 - Rq .2 EL ' STORMDR41N 2a . 60 F�� �' ' C- ' ` q.29 EASEMENT �� F. F• MATCH LAVE: t er -' - -_— — — — — - -- - - -- 6 - 7- 0 _ — SHEET 3 CONC. BRatu DITCH F" 0 •x.1 ' ' ` _� ,` ' r,� ��ql 5 ' MATCH LINE y '' ' NL 10' PUBLIC 5MRMDRAIN /O TYPE B -/ - ti / FF 00 ` Z - O H •_ EASEMENT y� PER D-21 0 28� 9 my s v TVPE 'F .CATCH S4 SIN O _ \. __DER 0 7. / y �� w t 1 ROW OF.SANDBAGS -t i ti�6y f . PER p -75.1 A A 1� F _ � 0 2 1410M it STACKED 3 /r�� X ' o N F AROUND INLET CTYp.) / r t4 Q \ •''o r8 4 �2� ► 0 r A N 21j• 26 $ Z _ (SEE EROSIONCONr I p 42' �jU ' t APPRO LOCATI -� ' Z , 21� I `� n c < C I NOTES SHEET I,Y I ti - sU FACE DE AI • . FF. 2�1,(o A rna 3 J a2 " �, a sot s REPS r . • • • 2 82 —� N -- _ Z .0/ 0 '_. •.. -.. F"' a' r N .. 8 u t � 1 � q FF 2 2 2 11.1. \ 70 [3 - h' I � Gt3�p• i �., �, - " 282. 28 •25 - t T a - -- � '►� 1 ` I '_` m 'T ZgS. �• r \� \\ � o . . A I y �/ >•F� E INLET - - - - -- - �L) • � F � T .50 m n 1 EE DETAIL 614r. ! q. 01 80.8 I pnfVA 3I + I/� 5 TypicAL) ti Q 2 rn \\ \ 210 I m Z -- �,; ^ `` t ti 1 �h � �0, �� r — 3 t,• -13 L/MlT OF �` T.W. 3 ' t ^ _ Q� ? CiRADINr , \ I i t•F m rti, 3 - - �^ - , - �� -- 270 A F M Zo o \\ - 6 7 W \ f 2 I ff N D � '+ 2 -IR I -� �Q4 �0 11 q�' J C I E 2 C . 72.0 t .! j `_ .- 2g2 Z FOR PERMISSION p , R A. - h J o tiQ P LA . -- 2ao.9 . I 3 GRADE SEE LETTER F 31 S . 8 y m 6 - E 8YrPAUL ECKE RANCH f h b o v C• ` E� • n DATED: Z-26-86 c''n _ gEW q R LA r , rl � o �� o ,. Z � � � 2ND FLOOR y 328 � � - ro ' F . 5 ti 6• $ 2 -_ _ -a C I F.F. ` o ! 2 'Ba i 0 �, 282 Y r > . IN CURB �Q G ti ° v. i + o I l r m I t r. F F 300.5 I A y v - N _ ' � - -2.0 31A y r .A 3 �� Z q IM I.0 °� I 1 r,. 3 v 3 6' h � 296.98 ' cf I 1e / F DAYL /rE 32y W p v / 4 \ 2 0 0 ' I L /NEB ZZp 8 -i-0 o ��, o,� ti II ( .5 0 = l �'h 0� • �� •� '� _ ,I SRWD 6 it- Q - -��na1 • P.V. ^0 J 90 \ �> te - 0 ` 'h p RQM'r ? ? \y \ a N c, - ..- 1...., 278 All ` t 4 � , • 6 ��'9� �h . y �• � .l)�r�,1 �(G�� �� F ZA 1 �. - r �" 11 A GRA — — \\ ti� I o 1 I �; 01i T z S i 7 Lindr of a / 3ti ti� ' . J) 0 6"►, ''� ,, '� © y� GRADING (. I ��' N N N 9 % 0 0� O K0 23280 a F0 - - - -� • — — Exl�r l /z : YSL PE 5 7. 2 i.,_. T - Q cL/M /T OF ` 1 �P 1 ��� N 89' 28' 48 " W /292.30 - -- 2 — I \ GRAD /N6 (31'01N.) --i 1 1 L'� 4 G /� \ Svebi — I I �F40W OF 5FIN�BRGS frv� PRIVATE CONTRACT vlSro �c I /0 77•//5 PREP. SEE DETialL BELOW. BQUNDAR I �� T 1 � ' Fl $ BUILT$ PERMITS OF ENCINITAS SET I ( CITY � C J I 2 �CEPARTIWENT OF PUSUC MIORKS I I E TS l Q 1 �� / II I II REZONE PERMIT NO. R 84 -24 c' r r 1 / �' " �' 4 y N o / I EXI T /M PR V M �i- �/lMe� - 4�1 �4 I GRADING PLANS FOR: _ J J d k) v r I I� S O E EN TS w � z 6 i 8 RUCE H. WY DA7-E MAJOR UsEPERMiTNO P 84 -31 COUNTY OF SAN DIEGO vv �.\ S S r' �u57, gRouJ PER T.M. 3474 2, SNr3 _. S IJ Lp a C Dl TG ►-) EX IS �' [3RI�1< R.C.E. 23280 TENTATIVE MAP NO. T M 4 4 6 1 (A IN 5/DEWRL K s s>aN pd�1GS, rf lN. I%EN1GN TRACT NO. 446 CITY OF ENCINITAS APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE IN[IE % ,22 -1683 uic M.. ORr�tw. I AprwM ►r Owe FLAT GRH� oEfCR1►T10a Street Centerline Monument ^PW- -r Of waeR G.M.BONAMN E w.«. t V i CHRt -IGE TITLE t3Lpc.K - DIRECTOR ECDIRECTOR rue��c I Z� STREE � CHRFWLC G+RRDING LOTS Iii I LOCAT1oN � no Rea int I Camino 0.72 MI. N'ly of I o r: Id i � �C.E 2 so I _ DrSrclnirt RS SHOWN l i' I CHRIJGE GRADIM6 LOTS 227D, i1c C 25 of El Camino Real and Encinitas Blvd. I W 7 ou PCJ� ® 11EC011DFIIOM C" ;))V of S Dl o' - u 41 As 8U /LT ao 1-.Z4 SG 4 - 0936 I Em SRNDBRG DETA i �OS `. /1. ELEVAT10h , �- 1 0 b — DATUM M.3, L • I �•• � � C FILE NQ. I \ a 1409.95' -41 // 694 T E4V. TO \ \ ��, / I - ci4 VA Ex1sr 7 PAVING GRATIN AkV rO 04MAI EXIST PA VING 7'N "! 15 SEWER EASEMENT IO'STIORM DRAIN EASEMENT (PRIVA I-Q SEWER �' sroRm DRAIN IMPROVEMENTS PER r-M. 4461 LlIM IT' OF GRADING tp MATc March ATE PA VINU F. 0 ELV cxlz)j OF SA RATE IS TAC K E D V,. " /cIp yp) L 6 3 t - 0 INLL - COIqrpO Ul ?3 i� ft- APO -poslv" csrr. 614EET' I., Tw NO SIGI-Ir o8srogacrIoAls Uj - x; 0 IN THIS AREA 70 r ro ? Lv �c z. . t4'21 Ca V Z A' t: ti "p 9TOR ? qq �PPRIVJJI' or 10 T ORAN (zo 0 2 0 6 EX lr-- 3o-M V) L V "If / A44 RCN Lj J V , F. A44 M4 LINE • Te T ' CONC. - "" J BROW DrrCH MA D-75-1 v 7P Co F 10 PUBLIC SrOqAf 1.9 EASEMENT PRIVATE CONTRACT .. �C � " ,` � — ti :� PERMIT E T Zl\ CITY OF ENCINITAS TYPE 'F'CA BASIN DEPARTMENT OF PUGLbC PER 0-7./ REZONE PERMIT NO R 84 GRADING PLANS FOR: V Z8 I ROW 54 NO 8A 1.0 M AJOR OR USE PERMIT NO. P 84 C? S SrA CKED COUNTY OF SAN DIEGO 3 NIOM'4�0UND IA(Z.Er N \ % TENTATIVE MAP Nn TM 4461 cr YR. EROslotv - TRACT NO. 4461' CONT,OOL NOTES 5HT• I) CITY OF ENCINITAS APPROVED CHANGES B ENCH MARK E CALIFORNIA COORDINATE INDEx 3 2 2 - 16 8 3 Lai o RS ASUIL T NO. sm All Ibv Do" 4 1C DESCRIPTION: Street Centerline Monument Awww a.m. WWMAN CHRAJGE T17"L6 &-CCK am DIRECTOR OF PUSLIC Wool "' 1�v CWF?AJGS Gl`1F?DoJG Forz Q 4 1 Eyr� LOCATION:-EJ--QAmino Regi 0.72 Mi. N'Iv of Inter by: 4 C-E 2 WTS 5 1 10 13 D BRU 14. yj VIVIA CRtJ7 of El Camino Real and Encinitas Blvd. RCE 27280 P" W 4ff 749 .94SWAff,Q NEIONOIROM: County of San D*eoo ELEVATION: 143.196 DATUM: K. Q. L. ow'* 1.-0936 FILE NO. SUBDIVISION BOUNDARY N 69 33' 21"W 442.47 0 20 0510 exisr 4NrENNA l l l �'\ ro qEMA IN 1 F. F. / / a h 332.5 F-F LIMIT OF 323.5 A PP.90K. LOC ATION OF a GRAD SUB, 5U#?1,6CE D441 P, /LS REPORf P, 90 SLOP DAY LITE' CLOT CU INE ope q �� J3 5 F F. SL I 322-5- N 0 F.F. wN rs 331. END IMP Ro vE PER SHEET 2 OF r M. 441GI SLOPE • 9) id 7. Ft z x CONS SpLAS r - /� \ WALL. Zvi F. 7 .9 J \ �. _ r 14) 2 L \ F F 5 N 71 U) (0 j F F 21 ti l � 3r � ,e � 28 �� Ok. ' 19.1 FF I 5.4 'zs Iva" 73 6 78 zo UI � FOR PAMIsSION To GRADE SEE LETTER _\ `f' I a o. BY: PAUL fCKE RANC DATED: 2-2e-86 F T < 0 % '` F t ,. cn m C� 1 Ln CLEAR SPACE EASEMENT X. v- X I c glVoy C 3 M \ , % \ P �A\ 7 1 1> co Iq 45-54 /D' TYPE 'B PER D - 2 1 d �3. "'d -') J 5 4 r Ypt -8 54 TYPE e,- -8 - 1 vr� rl, c� A ZI r ri) ( p7Z. 1 71? 54\ ryoF 'c - qa� -NN PiR 0 jai mm z LD tj �� c) � ', 54 TYPE e,- -8 - 1 vr� rl, c� A ZI r ri) t 1 71? 54\ ryoF 'c - qa� -NN PiR 0 jai mm z - -rQ tj �� n t ��`� O � ', t�iti,., A )> �ZIF l6o26 T �m TA i rZ l 7. 09 8 4 Al q rYpk q3,31 CURB INLzr - mF PER Q - G. P 16 / C UP R E T TYPE 'E' 4 61 c� ��,�;, • O .ao v �� �� v 1 OD 34 15 83 TY6 C , 6 D-8 8 r YP'F , w - A ZI qa� -NN jai mm C) C T, 7 )> �ZIF l6o26 �m m c� ��,�;, • O .ao v �� �� v 1 OD 34 15 83 TY6 C , 6 D-8 8 r YP'F , w - V, jr) ni ��i l u) is m0 2 m % 0 z < F M > m Ix I El 2 Mt a 31 C) tV CIA m m �NGINELERS NAME. SILLMAIVINYMAN i A060C. PHONE NO (619.) 453 -4320 qa� -NN T, )> �m m < o y rn Lu ° V, jr) ni ��i l u) is m0 2 m % 0 z < F M > m Ix I El 2 Mt a 31 C) tV CIA m m �NGINELERS NAME. SILLMAIVINYMAN i A060C. PHONE NO (619.) 453 -4320 rn 2 ID c ci) ri 00 00 A44 rci- SEE 6HEET qa� -NN T, rn 2 ID c ci) ri 00 00 A44 rci- SEE 6HEET � I r) 1 0 ��� IL , F" mn N I� C,,9.', PF P Z IOVAOC-4no � /Vo eF 6YL-35.00 7YI-".E C. T.G. I 190.30 Fz. 175.95 __� � i l l n N p � l I ht :5; II 7000 MAI, /VO. 4V I co vv4 Dr Y i6 37 *L,70 00 rncle tv /_6 7 7,5 � a'I 0 ; r � B. PEA' 0 8.! ;' �,) � T.G. 165.08 i II C 4 0 ' YP" -' ' h alt X 3-oi-63,0o ry, NO "k-1 .3 100 _ C%� 17J A/ ,,a,D . 3 t's RIM 7 IW. rC,,Lw t fiX.,5 77 LEV k o ' n h, b rt) l , r Tl z I Sk Do T� 149 i 7 r I J. (� I r1r, rry RO. 99 150V-67,Ql- rr, U) !P#qi 7 t'-1EA WALZ > I p - 3 33 r) > a C 30 ,7a�t4� 00 M 04, 9 (Jt cS Z) T V) M lb i,L- ;l(j) O E rn f7� ' b 7 rn ' 7100. M. - /V40 -5 RIAl El-.=y /B6 A E. /77' Ex E CG 6YL-35.00 7YI-".E C. T.G. I 190.30 Fz. 175.95 __� � i l l n N p � l I ht :5; II 7000 MAI, /VO. 4V I co vv4 Dr Y i6 37 *L,70 00 rncle tv /_6 7 7,5 � a'I 0 ; r � B. PEA' 0 8.! ;' �,) � T.G. 165.08 i II C 4 0 ' YP" -' ' h alt X 3-oi-63,0o ry, NO "k-1 .3 100 _ C%� 17J A/ ,,a,D . 3 t's RIM 7 IW. rC,,Lw t fiX.,5 77 LEV k o ' n h, b rt) l , r Tl z I Sk Do T� 149 i 7 r I J. (� I r1r, rry RO. 99 150V-67,Ql- rr, U) !P#qi 7 t'-1EA WALZ > I p - 3 33 r) > a C 30 ,7a�t4� 00 M 04, 9 llt(70.00, it 7- 749. 208. 23 , 204. -- . (Jt cS Z) T V) M lb i,L- ;l(j) rn f7� ' b 7 rn co Ex E CG C-3 i i In X; � P � ' Iry- yy� j o llt(70.00, it 7- 749. 208. 23 , 204. -- . ENGINEER'S NAME: SILL ASSOC. PHONE. NO. (619) q53-4320 (Jt cS Z) T V) lb i,L- ;l(j) rn f7� ' b 7 N ENGINEER'S NAME: SILL ASSOC. PHONE. NO. (619) q53-4320 I cS Z) T V) lb f7� ' b 7 N co Ex E CG I 3 SHEET 1 • MATCH LINE c poiry 017"Gii GRA rE EL V, �r : r + I¢� - s THIS S f Y BOL OW ' EL �. = CON. R A D 1 M 1 `� v,`;, r� . it YA IIZ SHEET' ► , „ �, It IIZ u' 1 r c g '` ►` MATCH LINE it it r. ► t, � Via. f ; t '.., ,o °} ;.. B � � ` • t �•. t ': C: r--. •.,. . -.. '� ,�° ^°` � � I�/ 1p 1 i � � Y '. 5 ► la � � j ? u. � � "1 '' ✓' � � 9 �. l ' t �... � � �� c ,�,� �� y, g �, t 1 ► t ,.' �� 4 �t (� 11 -� =� 2 MP's a ►�_ Ca 0 -C t 7 - y _ ► ► }, 1 11 g ! `Ai 1 � � � I i ► c } , t �l • � t � 0� ,:,_. __. � 3 /" � , ► � 4 _.. e �; .' rah =$ t , EsuL woutat D r� rte- Alt QQ 1 F. ROUIrEft .t ', t F } i F Y Wit �?., r t '�' , p f e a f i _ w. , r k � e 1 J � _ W H It x t it k ? g , r e- 1 tt BB 'S g Y 1 i , �'... � � p � � ? H � ) 1 1 I� _. .. b"'^- N...w•-- ^^""'°.__ s f�d°4 , L°r � 6 .� a ... �'...,, � � , i � ��� �' >it '� p V ,,;sP ^"...." , m a m... � r Y : 1 x ., g �•xe � Y Y 1� : � :A II /Y, `� �'. , � Y a '` i a' "§'�"' �.no^ °....a 11 a 5 3 '7A a F , � A �I W, a W" •.., ,�. 6. " /N' � 1 q W g t / ,. . .. k ,,, ar+^,°' . J ? ff"` ' —r. —^-,.➢ f,, "'4,d ... . :...nm' "+.h' t `_1A�'J _�� � �. ' ✓ -� : Sh AY � > f � .�. _. 4 s j _ a q 3 t 5 r I 1 , NOTE: ^ 1 .. �x THIS- SYMISOL W GRADE NLINE PVC V LLJ Cc ,r • e x gk e I se ► fl a " i ` 1 11 / 'P «.?; rj"'"?v,a, .�s """*F 'r , r x 444 •`'" • 1 n . g g _ Y/ 5 7 0 � t u� d ' 1 =� r, 1 W - r " 1 1 � Z II ► 'u 9� "7 I ' 4, ,1 ��I W I r'� i�.. 4 il � � ' IRRIGATION LEGEND .� Q S �yp(y DESCRIPTION ygwy� .�.�.. ,.,,,�,y,• ,3 -- - ,., p,>v� �.. L,'YIN. Y4T�I1110N ...� 1J1 � ' ,;e... ,••• bkh Y2'k�ASi/'te.G. ......,::: dAV ib,'!. /L,.0 r.,.. ,.,.c::. .. •_5✓PKFCw:.n'�'6.N»'�im qx. RY'BASRhRa+¢ : nn,b. .,. ,.r., wtiJLfc"�r,.ti '2�A`�.2 , s.f /i. ✓N , , ..u.;:. ^ •.:ax ., er n. 0.01"r �^&AkttA t k+ .pv3ii•.tiv 6N aMa „ovr., , " ,, ^i3dt]y3LT5T RAINBIRD B16F -SLA flex riser 15' 1.9 tenl deigned f em an eijpq>; i nr+� �1 PSI. Set Pressure �v } Re " lator €to 70 v�Y�' V RAINBIRD B16H -SLA RAINBIRD e! Qa '4!`ISIOf 25 15' i.10 EFA SERIES REMOTE CO V1IVE - (SIZ /1S S ) Sy emus shown d agrammatically. Locate all pipe and equi; vent within .n r` • RA NBIRD „ I ti eas wh never possible. PRIVATES CONTRACT v/ T RAINBIRD B16Q -SLA 25 15 .70 Q 33D -LVC QUICKXOUPLER A L /4 ! p H OARY 3) Ad e re sure l o wells, anes within 18" of edge of planting areas PERMITS . ® RAINBIRD B22F -SS I 15 16' 1.50 FEBCO X835 REDUCED PRESSURE $ACS FGiOW'L'REVENTER 2 SIZL 4) Adj } ;t sill heads to a oid overthrow ontlls, walks, wiriows and signs. COUNTY OF SAN DIEGO 15 16' 90 8 WILKINS PRESSURE REGULATOR 500 ER ES r 2" SIZE Adjust aing of riser, for heads on slopes for maximum -ow, educe th R II DEPARTMENT OF PUBLIC WORKS ® RAINBIRD B22H -SS II d radius with tNEETS RAINBIRD B22 a'ustrn - um overthrow REZONE PERMIT NO. R 84 - 24 _ L /� - SS 11 '+ J 8 crew for uniform coverage and mini ,, um .65 CL 200 PVC LATERAL - (SIZE AS SH( P - E - IRRIGATION PLANS FOR V/ Q 15 16 .50 '(� IRRITROL MC -4 & MC -24 AUTO -CO 1 LERS PEDESTAL � ,tl"�'r °, ?j ��� locations take pt cadence over irrigation piping. MAJOR USE PERMIT NO. P 8 4 - 3 1 ■ RAINBIRD 1806 10 SERIES 8H-LA 20 8' �1 MIN 12 D P P 8• Sake tree C OUNTY O F SAN DIEGO am T fl!T 'G'� 'fiftllons prior to tre lching pipe. o RAINBIRD: 1806 10 SERIES 8Q -LA 20 8' 33 — — SCH 40 UVR -PVC LATERAL - (SIZE AS ; HOWN - BROWNLINE ON GRADE) 6) Coordinate sleeve ins+ illation for mainline, laterals, a d control wires TENTATIVE MAP NO, TM 4461 TRACT N O. 4461-1 • '" RAINBIRD 1401 FULL CIRCLE PRESS COMP BUBB. 20 25 _�� CL 315 MAINLINE - (SIZE AS SHOWN NIN 18 DEPTH with all trades so th.c will be installed in _ „ proper lots s required. Q OQ' RAINBLRll 2� F' -" '1' - {, AS SHOWN ON PLAN 30 24' 2. ) BENCH MARK CALIFORNIA COORDINATE INDEX 3 2 2 6 8 3 } pp (SIZE AS SHOWN a osrAp RAINBIRD � P A -TNT -F 35 38' 3.4 — — "— SCH 40 PVC SLEEVES work 0) � tAN / e \ OESCRI ►TION: Street Canterline Monument Ayp,pyb r.M. BplVMpN t -H 35 38' 3.4 VALVE STATION DIRECT0110F►UeLIC WOIIKf LO RAINBIRD 25 BPJDA -TNT N RAINBIRD 25 BPJDA -TNT -Q 35 38' 3.4 LOCATION; El Camino m 1 n Real a l 0. 7 2 o M i. N' I y of inter N c.E w: /_ I 28 0 e-- GPM u ;q.v u�el,u l - - o R m i n o _ -- /ewt B � Q RAINBIRD 25 BPJDA - TNT - ADJUSTABLE ARC LocA u o f E I Camin e a l and E n c i n i t a s Blvd. (As shown on plans) 35 38' 3.4 VALVE SIZE ` RECORD FROM: County o f San Diego VALCON ANTI DRAIN VALVE TO BE INSTALLED ON EACH IMPACT HEAD � ° ` � P 7 -fit �L �� „p _ 0 / 36 ELEVATION: 143. 1 9 5 DATUM: M. S. L. _ ►omit Ho. _�_.__ w b -14 -S� t w . { r NOTE: - �Y �II�OL�B.Q�IfN II { PVC ON 4R,Aft BIZ J 4( LIA41T t o, v3i.S F JAI '- GRADJND r 323.5 END IAIfPROVEWN7� 331 �r RFp SHEET 2 OF w r M, 4 461 ` I "\ C 3 / ♦ N .... i ll PERAI 01 N To L a` r'T, €.7 � 4 F MATCH . SHEET 6 i L' rq 0 ° 45 N 69 33` 2!` a SOP P ?A1/SS10N 7 GRADE SEE LErrER 6v DATED . - 4 7 ' lit .1 7 y F• � F. j i ' �nr C' �.�_. t < Ftt` . ♦ 7 +' 11� s . D f J � :) ( opI , XW44 ' 3 p. c _ O ik" —i%N"' tI& I ` } F. f�f t8 Fh n y . i p 3 x � _ ErT4 N IL d' - „ RRR V q r° � N cc U ',i a cc 1 v. g y f ry x bJ "��� � nYVa "`` ",,,� 5 b * � • � ° � ��'.- f.-- k' .. �`'� 0 .�• :_1 �° 3� � t^w"'�•"d" a � s - � �.� , t _ g . J a ' °' �� 11 N ��'� I N - y2 t 1 MATCH _ x LINE Q SHEET 6 i r~ PRIVATE CONTRACT (j) x „�, . • PERMITS II I COUNTY of SAN DIEGO Q R 84-24 J DEPARTMENT Of PUBLIC WORKS f J ' REZONE PERMIT NO p NOTE ;T LS_.. Y 0L BROWNIPVC SLOPE IRRIGATION PLANS FOR �� T VEMAP MNTNO. P 84-3' TENTATIVEMAfiMt� _TM 4461 COUNTY OF SAN DIEGO -_ TRACT NO 4461 -1 e T c BENCH MARK CALIFORNIA COORDINATE 111 3 2 2- 8 3 Lit � - 'm OESCaNT10N: ! Street Centerline Monument ANrwN G•M.pOPiMAN E ww4: Am AV u U + aacctoa os nmN: woaKS _ QI( LOCATION El Camino Real 0.72 Mi. N'ly of Inter By: /jl n.c.E c d0 N _ of El Camino Real and Encinitas Blvd. CAL�F� r IIECOaOfRON: COYntY Of San DIel70 14 ELEVATIO/�� �+ — I N• T �. P I w 0 3V 7ATUM: M. S . L. hnni� No. L D.0 c, 14 6 01 PERK -75:} RA rif EIL V r s ti. L t c- i PLANT LEGEND F WrANICAL NAME 01111111111M SAM STa f NURKS ACACIA PENDULA WEEPING ACACIA �s GAL - FULL, HEALTHY, g COLOR EUCALYPTUS SIDEROXYLON ROSEA RED IRONBARK 5 GAL FULL, m . s ti. L t c- i PLANT LEGEND F WrANICAL NAME 01111111111M SAM STa f NURKS ACACIA PENDULA WEEPING ACACIA 5 GAL - FULL, HEALTHY, g COLOR s ti. L t c- 's PLANT LEGEND WrANICAL NAME 01111111111M SAM STa f NURKS ACACIA PENDULA WEEPING ACACIA 5 GAL - FULL, HEALTHY, GOOD COLOR EUCALYPTUS SIDEROXYLON ROSEA RED IRONBARK 5 GAL FULL, HEALTHY, GOOD COLOR HETEROMELES ARBUTIFOLIA TOYON 5 GAL FULL, HEALTHY, GOOD COLOR RAPHIOLEPIS INDICA 'CLARA' INDIA HAWTHORN 5 GAL FULL, HEALTHY, GOOD COLOR RHUS INTEGRIFOLIA LEMONADE BERRY 5 GAL FULL, HEALTHY, GOOD COLOR ACACIA REDOLENS PROSTRATE ACACIA 1 GAL FULL, HEALTHY, GOOD COLOR CF.ANOTHUS GRISEUS HORIZONTALIS 'CARMEL CREEPER' 1 GAL FULL, HEALTHY, GOOD COLOR DROSANTHEMUM HISPIDUM ROSEA ICE PLAN'; 10 "o.c. ROOTED CUTTINGS F F, ` SHEET 9 MATCH LINE 9 ACACIA PENDULA !x GA YPTUS SIDERO AL t t As • - �aA- $9 _ ��^" y,�{ a 1I e t i e MU�iIF� ° L L FD t 1 °° ",>. i s � d ,6 , , ♦ �r s ✓x k4, y^ a° >x i� 4 ti. L t c- 's 14 �RH INTEGRIFOLIA u , 5.GA ' 39 ICEANOTHUS GRISEUS 1 GAL HOONZONTALIS F 10 "O.c. DROSAWTHEMUM HISPIDUM FLATS v "�rwaxnss�,n:¢.,.,w mavars.,re v/ x Rl10lO6El� MI + ' BOTANICAL NAND BROMUS MO IS, PLANTAGO ' ATRIPLEX.SEMIBACCATA ENCELIA CALIFORNICA MIMULUS PUNICEUS ESCHSCHOLZIA LIMONIUM PEREZII cw= )iiAw I F' ANTAt� 3474 - 2 AUSTRALIAN SALTBUSH CALIFORNIA EUCELIA MONKEY FLOM CALIFORNIA POPPY SEA LAVENDER t LBS/ACR8 Er1td SW6 7` 3 10 3 2 1 2 PRIVATE CONTRACT Viall PERMITS COUNTY of SAN DIEGO I f L� J I DEPARTMENT OF PUBLIC WORKS 1 f SIIIEELTS - REZONF. PERMIT NO. R 84 -24 --- �- .�. - - -- - . SLOPE PLANTING PLANS F 011 =) to MAJOR USE PERMIT NO. P 84-31 - C O U N T Y O F S A N D I IE G O Q� TENTATIVE MAP NO. TM 44 61 T ACT )� N 0. 4461-t �rn BENCH MARK CALIFORNIA COORDINATE INDEX 3 2 2 - 16 8 3 - _ LO OESCRVnON= Street Centerline Monument Avw�.d C, Af -- - - - -- a "CNMAN E� F ..,.w DIRECTOR OF PUBLIC WORKS -- - —__.. LOtAnON:EI Camino Real 0.72 Mi. N'ly of inter ay: /Q( BR _C- w _R c,E_ ? OO N of El Camino Real and Encinitas Blvd. - - -- - -- RECORDFROM- Countv of San Dieqo / ELEVATION: 143. 195 M.S.L. 7 " ��'8// Grading Date - _ nATUM: Permit No.___,_ _ I - 14 r c- v "�rwaxnss�,n:¢.,.,w mavars.,re v/ x Rl10lO6El� MI + ' BOTANICAL NAND BROMUS MO IS, PLANTAGO ' ATRIPLEX.SEMIBACCATA ENCELIA CALIFORNICA MIMULUS PUNICEUS ESCHSCHOLZIA LIMONIUM PEREZII cw= )iiAw I F' ANTAt� 3474 - 2 AUSTRALIAN SALTBUSH CALIFORNIA EUCELIA MONKEY FLOM CALIFORNIA POPPY SEA LAVENDER t LBS/ACR8 Er1td SW6 7` 3 10 3 2 1 2 PRIVATE CONTRACT Viall PERMITS COUNTY of SAN DIEGO I f L� J I DEPARTMENT OF PUBLIC WORKS 1 f SIIIEELTS - REZONF. PERMIT NO. R 84 -24 --- �- .�. - - -- - . SLOPE PLANTING PLANS F 011 =) to MAJOR USE PERMIT NO. P 84-31 - C O U N T Y O F S A N D I IE G O Q� TENTATIVE MAP NO. TM 44 61 T ACT )� N 0. 4461-t �rn BENCH MARK CALIFORNIA COORDINATE INDEX 3 2 2 - 16 8 3 - _ LO OESCRVnON= Street Centerline Monument Avw�.d C, Af -- - - - -- a "CNMAN E� F ..,.w DIRECTOR OF PUBLIC WORKS -- - —__.. LOtAnON:EI Camino Real 0.72 Mi. N'ly of inter ay: /Q( BR _C- w _R c,E_ ? OO N of El Camino Real and Encinitas Blvd. - - -- - -- RECORDFROM- Countv of San Dieqo / ELEVATION: 143. 195 M.S.L. 7 " ��'8// Grading Date - _ nATUM: Permit No.___,_ _ I - 14 r Sic L E 7rE 9 8 Y N 69° 33 21 Ki D,4 40 . I l", 1 - , l : 11 . I .. . .. I I I 1 a I __ W,& 11 CACIA " 1 GAL OF L #DR GRADINC END IMPPOVEWNT5 PER SHEET 2 OF rM 4461 - 1 GAL I HORIZONTALIS 30 HETERQkIELES 5 GAL ARBUTIFOLIA �i 1 0"O.C. PROSA? 4THEM PISPIDUM M T48 4 3 ACACIA PEND 5 GAL 22 1RHUS INTEGF*r- 5 GAL 9 1 EUCALYPTUS _$1Q9RQX 5 GAL I ROSEA f el 5 47 5 GALI RHUS INTIGRIKQLIA litMELES UT OLIA qCMKUS GRISfEUS iZONTALIS 23 JAJ;ACIA I GAL RIEDOLItNS EUCkLYPTUS 5 GA L StGEFAOXYLON ROSEA Pc q 3 JACACTAENDULA �P 5 G AL 291, ACACIA EDOi uL S' 1 GIL w o 2 , 7 1AX �" t FF of A-i �� - ' - y , "� t.: 2 �70 F k - V z 8 HETEROMELES ARBUTIFOLIA > 5 GALI LU 2 —dam 4G►CIA PENDULA V I I ICEAMOTHUS GRISEUS LU I GALL HORIZONTALIS ko I 0"O.C. DROSANTHEMUM HISPIDUM ROOTED CUTTINGS 17 5 GAL RHO INTERIFO _LLA LU (L t> 5 EUCALYPTUS SIDEROXYLONIQ 5 GAL ROSEA , > z J Lu MATCH LINE SHEET 8 C) �0 PRIVATE CONTRACT PERMITS -ET < 0 C UNTY OF SAN DIEGO L OEPARTMENT OF PUBLIC WOIIKS H MIX REZONE PERMIT NO. R 84-24 SIOW! I SLOPE PLANI ING PLANS FOH Lf) AJOR USE PERMIT NO.--- P-84-3 1 C M COUNTY OF SAN D1 1 0 IENTATIVE MAP NO.--- TM 446_1______ TRACT NO. 4461-17 BENCH MARK I CALIFORNIA COORDINATE INDEX 322-4--p83 - OtSCRIPTION Street Centerline Monument App,m,@d G.M. 8OWMAN DIRECTOR OF PUBLIC WORKS LOCATION:gl Cgmlno Real 0.72 Mi. N 'I y of inter by BRC F cr 2 130 of El Camino Real and Encinitas Blvd. nEconaFRom - county Gt San Diego Gn 1 43.195 DATUM M. S. L. F.rmit N. L-0936 Dwe oil -e- 5 47 5 GALI RHUS INTIGRIKQLIA litMELES UT OLIA qCMKUS GRISfEUS iZONTALIS 23 JAJ;ACIA I GAL RIEDOLItNS EUCkLYPTUS 5 GA L StGEFAOXYLON ROSEA Pc q 3 JACACTAENDULA �P 5 G AL 291, ACACIA EDOi uL S' 1 GIL w o 2 , 7 1AX �" t FF of A-i �� - ' - y , "� t.: 2 �70 F k - V z 8 HETEROMELES ARBUTIFOLIA > 5 GALI LU 2 —dam 4G►CIA PENDULA V I I ICEAMOTHUS GRISEUS LU I GALL HORIZONTALIS ko I 0"O.C. DROSANTHEMUM HISPIDUM ROOTED CUTTINGS 17 5 GAL RHO INTERIFO _LLA LU (L t> 5 EUCALYPTUS SIDEROXYLONIQ 5 GAL ROSEA , > z J Lu MATCH LINE SHEET 8 C) �0 PRIVATE CONTRACT PERMITS -ET < 0 C UNTY OF SAN DIEGO L OEPARTMENT OF PUBLIC WOIIKS H MIX REZONE PERMIT NO. R 84-24 SIOW! I SLOPE PLANI ING PLANS FOH Lf) AJOR USE PERMIT NO.--- P-84-3 1 C M COUNTY OF SAN D1 1 0 IENTATIVE MAP NO.--- TM 446_1______ TRACT NO. 4461-17 BENCH MARK I CALIFORNIA COORDINATE INDEX 322-4--p83 - OtSCRIPTION Street Centerline Monument App,m,@d G.M. 8OWMAN DIRECTOR OF PUBLIC WORKS LOCATION:gl Cgmlno Real 0.72 Mi. N 'I y of inter by BRC F cr 2 130 of El Camino Real and Encinitas Blvd. nEconaFRom - county Gt San Diego Gn 1 43.195 DATUM M. S. L. F.rmit N. L-0936 Dwe ai I .u,, L 1.6 1 l III a Yb,wi Al u,leNal4l ,ilia .I !hilllit Ii, i Ill ,I, GhI III i IRRIGATION SY M 1.;.11 Contractor shall acquaint hlmstlf with all 3 to conditions. 4 The wo. Snul a,i-s all services, labor, material transportation 2 a .. 1 e; ..l psent necessary to perform the work loth c ated on the Drawings and as specified. The General and Specl al Conditions and Div sicn : apply to t 1 Ss section as fully as if repeated 1 her m 7 ... SO BM I "TALS: Sutmit a list of all Sr r g ti an equipment to be used, man of actor e r 's brochures, maintenance manuals, guarantees and Opera Ling instructions, .,u a5 INTEE: Furnisn guarantee I accordance a I th the General Condl Lions, for a period of one i1) year from the date of final acceptance - at the con cl us l on of the Maintenance Period - on complete water Srrigati on s,v sta m, including nonzettling of the backf 111 1n tr etch es wnch, if occurs, shall be corrected, Including repairs anu!or replacement of any material damaged thereby or therefrom. 1,4 OBSERVATION: 1,4.7 in alt cases where observation of the sprinkler system work is required and /or where portions of the - worx are specified to be performed under the direction and /or observation of the A chItact or his r e p r esentative, the Contractor aha 11 notify the Architect at least three (3) working days in advance of the time such inspection and /or direction is required. 1.4.2 Observation will be required for the following parts of the or k: .1 Upor installation and testing of main lines and lateral when pipes are laid and are to be submitted to pressure tests. Do not cover any lines until they have been observed and approved. .2 Upon installation and testing of valves, qul c couplers, backflow preventer device, automatic controllers, and control valves and wires. When the sprinkler system is completed, the Contractor, It. the presence of the Architect, shall perform a coverage test to determine if the coverage of water afforded the lawn and planting areas is complete and ad eq �'I te, The Contractor shall furnish all materials and perform all work requl red to correct any inadequacies to cover. .4 Final observation and performance test shall be at the same time as the final observation of the landscape work. i.5 TESTING: Al P. V.C. main and lateral lines shall be subjected to a press. +re test of 125 PSI for a period of 4 hours.. All testing sr;all be In the presence of the Architect. Approval snail be received before backfilling any trench. Do not cover any lines until they have been observed and approved. 1,6 RECORD DRAWINGS: i.611 Before final acceptance of work, the Contractor shall. provide a record set of drawings showing the sprinkler system work. .1 Any changes in 1oca t on of Stems or type of Installations from that shown on drawings shall be so indicated on the record drawings. ,2 Valves shall be numbered and corresponding numbers shall be shown on the record drawings. .3 All remote control valves, shut -off valves, quick coupler valves shall be located by measure dimensions. Dimensions shall be given to permanent objects and shall be to the nearest one -half foot. .4 On the inside surface of the cover of each Automatic Controller, prepare and mount a chart showing the valves and sprinkler heads serviced by that particular Controller. All valves shall be numbered to match the operation schedule and the drawings. Only those areas controlled by that Controller shall be shown. This chart shall be a plot plan, entire or partial, showing building, walks, roads and walls. A photostatic print of this plan, reduced as necessary and legible In all details, shall be made to a size that will fit into the Controller cover. This print shall be approved by the Architect and shall be hermetically sealed by plastic. This shall then be secured to the inside of the cover. .`, Immediately upon the installation of any buried pipe or equipment, the Contractor ah all Indicate on the drawings the locations of said equipment. Dimensions shall be given from permanent objects such as buildings, sidewalks, curbs and driveways. 1.7 GENERAL REQUIREMENTS: 1.7 .1 Code Requirements shall be those of State and Municipal Codes and regulations locally governing this work, providing that any requirements of the Drawings and Specifications, not conflicting therewith but exceeding the Code Requirements shall govern, unless written permission to the contrary is granted by the Owner. 1.7.2 Extreme care shall be exercised in excavating and w cr king in the area due to axIa t ng atIII ti a s. Contractor shall be responsible for damages caused by his operations. 1.7 .3 Connections shall be made at approximately the locations shown on the drawings. Contractor shall be responsible for minor changes caused by actual site conditions. 1.7 .4 Landscape headers and mowing strips shall be in place before Installation of sprinkler System. . - ?.5 Scaled dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions. 1.7 .6 Plan locations of heads, valves, controller and pipe lines are diagrammatic and indicate the spacing and relative locations of all installations, 1.7.7 All lines, shall have a minimum clearance of six (6) Inches from each other, and from lines of other trades. Parallel lines shall not be installed directly over one another. 1.7.6 Dielectric bushings shall be used in any connections with piping of dissimilar metal materials. 1,7 .9 Pet nt of connection shall be approximately as shown on Q: J; awings. Connect new underground piping and valves y and provide all flanges, adapters or other necessary fl tongs for connection. 1.'7.10 Permisslon to shut off any existing in -use water line _ must be obtained 48 hours in advance, in writing from Lie Owner. The Contractor shall receive instructions fro¢ 0.e Cwner as to the exact length of time of each sn.:t -of 1. t .k4 3 j a ITV .. II uIIW1YUe JL .,G�i _ _ !.7.72 Ccotractcr shall coordinate his operation with the w.rk 01 Omer trades. PART 2 a PRODUCTS 2.1 MATERIALS: ,Suppliers as shown on drawings) 2. 'i.i it pi ng: Pipe sizes shown are nominal Inside diameter unless otherwise noted. .1 Polyvinyl Chloride Pipe: ('? "VC Pl antic Pressure Lines: For piping upstream of remote control valves and quick couplers. All three Inches and smaller shall be Type I, Grade 2, (Impact Modified), designated as PVC 1220, Class 315 (SDR 13.5), c•,nf ormi ng to Comm Ill al 5 t noa rds CS256 -63. (2) Plastic Non- Pressure Lines: For piping downstream of remote control valves, Type 1, Grade 2, (Impact Modified), as designated as PVC 1220, Class 200, (SDR21), conforming to Commercial Standards CS256- 6?. (3) Identification: Furnish plastic pipe continuously and permanently marked with following information: Manufacturer's name or trade mark, size, class and type of pipe, working pressure at 73.4 O F., and National Sanitation Foundation (NSF) rating, .2 Brass pipe shall be III Standard weight 125 pounds, 85% red brass. 2.1.2 Fittings and Connections: .. Polyvinyl Chloride Pipe Fittings and Connections: Type II, Grade 1, Schedule 40, high impact molded fittings, manufactured from virgin compounds as specified for pi pin g, tapered socket or molded thread type, suitable for at Cher solvent weld or screwed connections. Machine threaded fittings and plastic saddle and flange f ILti ngs are not acceptable. Furnish fittings permanently marked with following information: Nominal pipe size, type and schedule of material, and National Sanitation Foundation (NSF) seal of approval. PVC ISttl ng shall conform to ASTM D2464 and D2466. 2. Brass Pipe Fittings and Connections: Standaard 125 pound class 85% red brass fittings and connections. 3. Galvanized iron pipe fitting and connection shall be standard weight galvanized iron pipe manufactured in accordance with ASTM Designation A -120. 2.1.3 Automatic Control Wire: Electric wiring runs from Controller to the automatic control valves shall be No. 14, solid, single conductor, copper wire, 4/64 In. insulation, 4/64 in. neoprene Jacket, Style BR (Direct burial) or equal, color code wires to each valve, common wire snail be white. 2.1.4 Automatic Controller: .1 Controller shall be furnished and installed complete with all water, electrical and drainage services, ready for operation. Unit shall be electric, self - contained outdoor type, or approved equal. See detail for controller enclosure. .2 Unit shall be as noted on plans. .3 Controller shall be the latest model of the particular manufacturer supplied. .4 Unit shall be a 120 volt, 60 cycle controller, be completely automatic and shall function optionally with or without the clock. .5 Any station may be repeated independently in any 24 hours. .6 Stations shall be adjustable 1 minute to 9 hours 59 minutes. .7 Control panel shall be removable plug -in type. .8 Mechanism shall be housed in a sturdy vandal -proof case. .9 The clock and all working parts of the Controller shall be contained within one protecting cover. 2.1.5 Control Valves: Remote Control Valves shall be of all brass body. Valve shall be provided with an adjustable flow control stem and shall be operable manually without electricity. 2.1.6 Valve Box: .l For remote control valves 9 -1/2" x 16 x 11 plastic meter box. 2. 1.7 Sprinkler Heads shall be as required on the drawings or approved equal. 2.1.8 Quick Coupler Assembly: ,1 Quick coupler valves shall be 3/4" size: Double lugged, locking cap, vinyl yellow top and brass, .2 Quick coupler key shall be of brass /bronze with a hose bibb assembly. 2.1.9 Check valves shall be of brass or bronze, vertical N.T.C. spring loaded and swing check. 2.1.10 Gate Valves: ,1 Gate valves 3" and smaller shall be 150 pound base, all brass /bronze construction, single wedge disc, integral taper seats, non - rising stem, screwed bonnets, bronze cross handle and a brass /bronze ground joint union connection at the down stream outlet, valves shall be capable of being repacked while under pressure, 2.1.11 Tracer wires shall be No. 12, Type TW plastic coated copper wires. 2.1. 12 Backflow Preventer: Unit shall be as shown on plans or equal, as approved by Architect. 2.1.13 Concrete footings shall be 2,000 psi concrete at 28 days. 2.1 .14 Backfill shall be clean fill soil. 2.1 .15 Contractor shall provide to the Owner: .1 Five Control valve keys. .2 Four (4) wrenches for removing each different type of sprinkler heads. '- Two copies of instructions for operating auto - controller .4 Four(4) quick coupler keys and 4 hose bibb assemblies. .5 Two (2) keys for opening and locking each automatic controller. .6 Two extra sprinkler heads of each type and size 'Indicates item not in this contract. specified. 0 3.7.16 Pressure regulator shall to a br clze c.. 11 with flanged N.I.C. fitting. See detail and drawl ga. PAR 3 _ EXECUTION 3.1 GF.N ERAL REQUIREMENTS: 3.1.1 Loca t ons on drawings are diagrammatic and approximate only and shall be changed and adjusted as necessary and as directed to meet existing condi tons and obtain complete water coverage. Locate and stake all work and obtain approval of the Arch I tent before any Installations. 3.1.2 Install and exten,: sy utem as shown on the drawl ngs, and as necessary to carry out the intent of the Draw logs and Specifications. 3...3 Locate lines, valves and other indergrund utilities and receive the approval of the Archltect before digging trenches. 3.2 INSTALLATION OF IRRIGATION SYSTEM: ?.2.1 Excavation and Backf 11l1ng of Trenches: .l Excavate trenches, prepare subgrade, and backfill to line and grade with sufficient room for pipe fittings, testing and inspecting operations. Do not backfill untII the pipe system has been sub to a hydrostatic test as specified. .2 Depth of trench: Polyvinyl Chloride Pressure Line 18" min. Polyvinyl Chloride Non - Pressure Line 12" min.. .3 Trenching through areas where topsoil has been spread: (1) Deposit topsoil on one side of trench and sub -soil on opposite side. .4 Subsoil shall be free of all rocks over one (1) inch diameter, debris, and litter prior to use as backfill where so indicated on detail. .5 Repair any leaks and replace all defective pipe or fittings until lines meet test r•eq of rements. Do not cover any lines until ,Il3ey have been inspected and approved for tightness, quality of workmanship and materials, .6 Backf 111 trenches, after approval of pi p ng, with suitable and approved material, tamping soil around pipe and thoroughly compacting all trench fills until 90% compaction has been achieved. .7 Backfill material shall be an approved soil, free from rocks and clods. 3.2.2 Installation of Polyvinyl Chloride Pipe: .1 Because of the nature of plastic pipe and fittings, exercise caution in handling, loading and storing, to avoid damage, .2 The pipe and fittings shall be stored under cover until using, and shall be transported in a vehicle with a bed long enough to allow the length of pipe to lay flat so as not to be subjected to undue bending or concentrated external load at any point. .3 Any pipe that has been dented or damaged shall be discarded until such dent or damaged section is cut and rejoined with a coupling. .4 Trench depth shall be as speclfled above from the finish grade to the top of the pipe• The bottom of the trenen shall be free of rocks, clods, and other sharp - edged objects. .5 Pipe ends and fittings shall be wiped with MEX, or equal, before welding solvent is applied. Wei ded joints shall be given a minimum of 15 minutes to set before moving or handling. All field cuts shall be bevelled to remove burrs and excess before fitting and gluing together. ,6 Pipe shall be snaked from side -to -side of trench bottom to allow for expansion and contraction. .7 Center load pipe with small amount of backfill to prevent arching and slipping under pressure. Leave Joints exposed for inspection during testing. .8 No water shall be permitted in the pipe until inspections have been completed and a pert od of at least 24 hours has elapsed for solvent weld setting and curl ng. •9 Plastic to metal jot nts shall be made with plastic male adapters, metal nl ppla hand tightened, plus one turn with a strap wrench. .10 Plastic to Plastic Joints: Solvent -weld, using solvent recommended by pipe manufacturer only. .11 Solvent - Weld Jot nt s: Assemble per m.nufacturer's recommendations. 3.2.3 .1 .2 3.2.4 .1 .2 3.2,5 .1 .2 ,3 ,4 .5 Installation of Brass Pipe: Cut brass pl ping by power hacksaw, circular cutting machine using an abrasive wheel, or hano hacksaw. Cut no piping with meta 111c wheel cutter of any description. Ream and remove rough edges of burrs so smooth and unobstructed flow is obtained. Carefully and smoothly place on male thread only. Tighten screwed JoI nts ultIn tongs or wrenches. Caulking is not permitted. Installation of Galvanized Iron Pipe: Cut galvanized iron if pe by power hack, circular cutting machine using an abrasive wheel, or hand hacksaw. Ream and remove rough edges or burrs so smooth and unobstructed flow Is obtained. Carefully and zmoothly place on male thread only. Tighten screwed joints with tongs or wrenches. Remote Control wiring: Direct Burial Control wire sizes: As shown and specified herelnbefore. Provide one control wire and one common ground wire to service each valve in system. Provide 4 foot minimum expansion loop at each valve to permit removal and maintenance of valves. Install control wires at least 12" below finish grade and minimum of 4 from any pipe or fittings except at terminal points. Install control wires and irrigation piping in common trenches wherever possible. Control Wire Splices: Allow only on runs of more than 300 feet, splices as follows: (1) Strip off minimum of 2 -112" of insulation from each wire. 1 11 1 1NMI (2) I Tw1 st on Scot thick electrical spring connector,.. minimum four complete ...rn3. (3) Seal - .Hector in epoxy rest n. (4) Tape com plated splice with Scotch 33 electrical tape. .6 Numberl ng and Tagging: Identify direct burial control wires from automatic valves to terminal strips of controller at feral nal strip by tagging wire witli number of connected valve. 3.2.6 Automatic Sprinkler Controller: Automatic Control an all be 1r:3talle as shown and Clr a cte J. Ccctr o1 1 er shall be tested with c0m In ete el actrl cal tonne c ti cns. The Contractor st.all 0 responsible for temporary power to the Controller for operation and testing purposes. .1 Connectl ons to control wIrl ng shall be made vitnin the pedestal of the Controller. All wire shall follow t!:e pressure main insofar as possible. .2 Electrical wiring shall be in a rigid PVC plastic conduit from controller to electrical outlet, An Electrical Contactor an all be responsible for ir.s tolling all wiring to the sub - panels, clocks, or elsewhere as required, in order to complete this installation, A disconnect switch shall be included, 3.2.7 Remote Control Valves: Install remote control valves in locations as shown on tht drawings, with a cover of 8 inches minimum over top of flow control stem. Install a union type connection. 3.2.8 Valve Box: Install valve boxes as shown on detail. Install no more than one valve per box. Stencil valve number and controller letter on underside of valve box lid. 3.2.9 Sprinkler Heads: .1 All sprinkler heads shall be Installed as per details shown. .2 Nozzle size of all heads shall be adjusted to suit any particular conditlor.s of the area. This shall be done after the sy atom has been thoroughly tested, immediately after written notification by the Architect to do so. 3.2.10 Quick Coupler Asserr.bly: Install all quick couplers as indicated on drawings and as directed. Set all valves plumb and true to finish grade and a maximum of 12 inches from paving, walks, headers or curbs, and as shown on plans and as directed, 3.2.11 Gate valves: Install where shown and as detailed. 3.2.12 Tracer wires: .1 Tracer wire shall be installed Witt non - metallic (plastic) Irrigation main lines. .2 The tracer wire shall be placed on the bottom of the trench under the vertical projection of the pipe with spliced joints soldered and covered with insulation type tape. .3 Tracer wire shall follow the main line pipe and /or branch lines and terminate In the yard box with the control valves. Provide enough length of wire or tape to make a loop and attach a ODymo - Tape• type plastic label with the designation "Tracer Wire ". 3,2.13 Backflow Preverter: .1 Backflow preventer assembly shall be installed in accord with manufacturer's specifications, located and as directed on drawings, and shall conform to all applicable code and ordinance requirements. .2 Exact location and positioning shall be verified on the site by the Architect. 3.2.14 Pressure Regulator shall be installed as per drawings N.I.C. and detail. Verify final location with Architect. 3.3 CLEAN -UP: As project progresses, Contractor shall maintain all areas in a neat manner and remove unsightly debris as necessary. After completion of project, Contractor shall remove all debris and containers used in accomplishing work. Be shall sweep and clean all sidewalks, asphalt, and concrete areas adjacent the plantings. I d 1 u 1 1., 11 a ,., ill I Ill PERMITS REZONE PERMIT NO. R84- SPECIAL USE PERMIT NO P84-31 TENTATIVE MAP NO TM 4461 BENCH MARK DESCIII"ION Street Centerline Monument LOCATIOI Camino Real 0.72 Mi. Ill Of inter of El Camino Real and Encinitas Blvd. RECORD fRom Countv of San Dieoo ELEVATION 143. 1 9 5 DATUM: M . S. L. I 1 bw. 111A.m NJ,J .W �d,l e�.ivae li ta�yl „. .�Ilv I I , I PRIVATE CONTRACT SHEET l '1 COUNTY OF SAN 1 O I DIE DEPARTMENT OF PUBLIC wmm I fNEETi r LANDSCAPE PLANS IRRIGATION SPECIFICATIONS F-4 3 COUNTY OF SAN DIEGO - TRACT NO. 4461 -1 V CALIFORNIA COORDINATE INDEX ApprwW N.J. atmmI DIRECTOR OF PUILtC WORKS Data E of ere OR y ►a~ AN. i I I 5 LANDS GAPING t.8.5 't ►,1 1 { I IT 11 • •.. "!0 1 1 1 1 1 11 1 11 I 11 I 11 Grading and soil preparation work 3 1 a 11 be per t or m ea only during the period when benef i clal and optimum results may be oDtui r.ed. if the moisture content of the soil should reach such a level that working it would destroy soil structure, spreading and grading operations shall be suspended until the moisture content is increased or reduced to acceptable levels and the desired results are likely to be obtained. ALi scaled dimensions are approximate. Before proceeding with any work, carefully check and verify all dimensions and immediately Inform the Architect of any discrepancy between the drawings and /or specifications and actual cor,dltler.s. Quantities for plant maters ass are shown for convenience only, and not guaranteed. Check and verify count and supply sufficient number to fulfill Intent of drawings. Adequately stake, barricade, and protect all irrigation equipment, manholes, utility lines, and other existing property during all phases of the soil amending and grading operations. Specimen Tree Selection: e Cne sample each of each tree variety and size, call out on drawings, 15 gallon and larger shall be delivered to the project site for approval prior to installation. 2 The Contractor shall immediately remove any trees not approved. 3 The Contractor at his option and at his expense, can retain the services of the Architect to review trees 15 gallon and larger tagged at the nursery and /or at its place of growth, or as otherwise specified on drawings. Shrub and tree samples: Typical samples, three each of all varieties and sizes (5 gallon and under - shrubs, 15 gallon and under trees) of all plant materials shall be submitted for Inspection approval at the site a minimum of fifteen days prior to planting operations. Approved samples shall remain on the site and shall be mal ntal ned by the Contractor as standards of comparl son for plant materials to be furnished. Samples w111 be incorporated into the work. Rejection and Substitution: Ali plants not conforming to the requirements nerein Specified shall be considered defective, and such plants, whether in place or not, shall be marked as rejected and be immediately removed from the site of the work and replaced with acceptable plant materials. The plant materials shall meet all applicable inspections required by law. All plants shall be of the specs es, variety, 3 1z e, age, flower col. or and condition as specified herein and /or as indicated on the drawings. Under no ccadi Lion will there be any substitution of plant specie, variety, or reduced sizes for those listed on the accompanying drawings, except with the express written consent of the Architect. All utilities (water and electricity) used during the installation of the landscaping and irrigation systems for this project shall be paid for by the Contractor. During tlae 90 Maintenance Period the Owner shall be responsible for the payment of the utilities. INVOICING OF PLANT MATERIALS AND SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE TEST: After installation of plant materials but prior to the premalntenance Inspection, the Architect, with the heretofore specified signed copies of the required certificates, trip slips and invoices for the plant materials and related Items, shall invoice such material, comparing the total area and /or the amounts specified. If the minimum amounts have not been f urns Shed, the Architect will require the installation of additional materials to fulfill the minimum requirements specified. Upon delivery of materials and /or completion of all so 11 conditioning and gra di rig but prl or to ini tiating planting operations, the Architect with the heretofore spe cif led signed coples of required certlf l Cates, trip slips, and invoices for Sol.' preparation materials, shall lnvcl ce such material, comparing the total quanta ties of each material furnished against the total area to each operation. If the minimum rates of application have not been met, the Architect will require the distribution of additional quantltieS of these materials to fulfill the minimum application requirements specified. A Sample of the soil amendments shall be delivered to the Architect within 15 days after recording of the Contract for submittal to a testing laboratory. After soil amendments have been thoroughly mixed into the a1 te, and random samples of the mixed soil will be taken by the A chltect and submitted to the soil laboratory for comparison to a control mix. Cost of the above testing by the Soils laboratory shall be borne by the Contractor. 2 = PRODUCTS SOIL AMENDMENT AND FERTILIZER: Soil Conditioner shall contain a special blend of organic fractions to auppIy several degrees of breakdown rate, a portion of inorganic amendment that resists further breakdown, a long - lasting form of iron, PH of 5.5 to 6.0, salinity of 1.75, organic matter (dry weight basis) more than 90j, non -ionic wetting agent and total nitrogen content of 0.51. (Loamex, Organo Life Forest Humus or approved equal). Gypsum shall be a commercially processed and packaged gypsum (Cass, 2H 0) with minimum 801 grade containing 141 minimum combined sulfur, Iron .SuiphaLe 191 of approved quality of Architect. Sulphur (soil) 991 of approved quality of Architect. Fertilizer ( pre -plant ) shall be a combination of natural organic and inorganic granular fertilizers, free - flowing, suitable for application with approved equipment, and shall contain the following minimum available percentages by weight of plant food: Granular, similar and equal to Wil- Gro(1- 10 -10) Nitrogen 1.01 min. Phosphoric acid 10.01 min. Pe Lasn 10.01 min. Fertilizer ( post -plant) shall be a combination of natural organic and inorganic granular fertilizers, free - flowing, suitable for application with approved equipment, and shall contain the following minimum available percentages by weight of plant food: Nitrogen 7.01 min. Phosphoric acid 9.01 min. Potash 4,01 min. Granular, similar and equal to Nu -Gro (T-9 - with chelated Iron. Planting tablets shall be tightly compressed chip type commercial grade planting tablets, or varying Sizes with the following available percentages by weight of plant food: Nitrogen 20.01 min. Phosphoric acid 10:01 min, Potash 5.01 min. I I ' I 1111 IIN p n 1 1 t 1 1 St 2.2 PLANTING BACKFiLL: Planting backfill shall be a thoroughly blended mixture of topsoil and soil amendments. (See Section 3.1. 2.3 STAKING MATERIALS: Single Staking: Stakes shall be of lodgepole pine. These shall be straight shafts. Shaved and cut clean and bare of branches and Stuos, of uniform thickness with a minimum diameter of 2 inches, free of loose knots, splits or bends. Stakes shall be no less than eigh itl feet in length. 2.4 GUYING MATERIALS: 2.4.1 Guy wires shall be of pliable, zinc - coated steel of No. 12 gauge. 2.4.2 Anchors (deadman) for holding guy wires shall be of 4 in. x 4 in, solid lumber, 1' -6" in length. 2.4.3 Hose for covering wire, shall be of 2 ply reinforced rubber, used or new, garden hose type of at least 112 inch in diameter. 2.4.4 Flags, to be attached to guys, shall be of surgical tubing, 1/8" diameter and four feet long, �f uniform thickness. 2.4 .5 Tree ties shall be Bordon Cinch -Tie or approved equal. 2.5 PLANT MATERIALS: 2.5.1 Nomenclature: The scientific and common names of plants herein Specified conform with the approved names given in "A Checklist of Woody Ornamental Plants or California", published by the University of California, College of Agriculture, Manual 32 (1963). See list of plant material on drawings. 2.5.2 Quality and Size of ail plants shall be No. 1, of Pinto tag stock. They shall be vigorous, of normal growth, free from disease, insects, insect eggs, and /or exceed the mea our eme nts ape cif le d. Pinto Tags must be submitted to the Architect. 2.5 .3 Container stock (1 gal., 5 gal., 15 gal. boxes) shall have grown in containers for at least six months, but not over two years. No container plants that have cracked or broken balls of earth, when taker. from the container, shall be planted, except upon ape C al approval. No trees vith damaged roots or broken balls shall be planted. 2.5 .4 Pruning shall not be done, prior to delivery, except by written approval by Architect. 2.5.5 Inspection of Plant Materials, required by City, County or State authorities, shall be a responsibility of the Contractor, and where necessary he Shall have secured permits or certificates prior to delivery of plants to 31 te. 2.5 .6 Plants shall be subject to Inspection and approval or rejection, at the project site at any time before or during progress of work, for size, variety, condition, latent defects and injuries. Rejected plants shall be removes from the project site immediately. 2.5.7 Substitutions will not be permitted except that if proof is submitted that any plant Specified Ss not obtainable, a proposal will be considered for use of the nearest equivalent size or variety and cost. All substltutl Otis subject to Architect's written approval. 2.5.8 Quantities shall be furnished as needed to complete work shown on drawings. 2.5.9 The Architect reserves the r: g.t to inspect root condition of any species, particularly those grown from seed, and if found defective, to reject the plants represented by the defective sample. 2.5.13 Groundcover plants Shall be healthy vigorous rooted cuttings grown In flats until transplanting. 2.5.14 Pre- emergence herbicide shall be Surflan, Treflan, Dymid or equal. 2.5. 15 Weed contact spray shall be Phytar 560, Broadside or equal. 2.6 MATTING: Jute matting shall be of hemp material which is heavy jute mesh of a uniform plain open weave of unbleached single jute yarn averaging 130 pounds per spindle of 14,400 yards. The yarn shall be of lwosely twisted construction having an average twist of not less than 1.6 turns per inch and shall not vary in thickness of more than 1/2 its normal diameter. The jute mesh shall be furnl.Sned in approximately 90 pound roll strips and shall meet the following requirements: 2.7 MOUNDS: Mounds shall be shaped and sculptured to create a smooth and irregular natural mountain effect as per plans. 2.8 TOPSOIL: Topsoil, if required, to bring soil up to grade shall be approved stockpiled /on -site topsoil or imported Woodward Sand, or equal. PART 3 EXECUTION 3.1 SOIL CONDITIONING, FERTILIZING AND ROTOTILLING: 3.1.1 After the landscaped areas have been graded in accordance with the Civil Engineering grading plans, the Contractor shall retain the services of an approved Agricultural Soils Laboratory to secure a minimum of six soil samples for Agricultural Suitability Analysis and recommendations for soil preparation, and backfill treatments. Locations for the samples shall be designated by the Architect. Test Report to include Designation of each Sample by location; a complete ana 1 3 13 for agricultural sus to b1l sty; and recommendations of amendments and correction of soils for soil preparation of planting beds and for plant pit backfill. x.1.2 For b dding purposes only, the Co r. tractor shall include: Soil Preparation (Quantities per 1000 sq. ft. Soil Conditioner 6 cu. yds. Agricultural Gypsum 100 lbs. Soil Sulfur 20 lbs. Iron Sulphate 20 lbs. Commercial Fertilizer 40 lbs. Plant Pit Backflll (1 Gallon - box size trees) Soil Conditioner 1 part Stockpiled /on -site soil 2 parts Agricultural Gypsum 10 lbs /cu. yd, of mix Iron Sulphate (191) 2 lbs /cu. yd. of mix Sulphur (soil) (991) 2 lbs /cu. yd. of mix Fertilizer tablets as follows: 21 gram tablets - 1 for 1 gallon 3 for 5 gallon 4 for 15 gallon 1 for ea. 4" of box Size 3.1.3 Actual as andmant and preparation for p ant I n operations shall be in accordance with the agricultural Soils lab report. This report must be approved by the Architect and an adjustment will be made at that time, if required. t 3.1.4 Soil Preparation Procedure (for all landscaped areas except slopes 2:1 or steeper). .i After landscape areas have been graded, compacted and sloped to drain I conformance vi t the CIv 11 Engineer's plan, shall accept the areas for landscape Soil preparation. .2 All areas shall be deep ripped to a depth of 12" and all rocks 1" or larger shall be removed from the top 6" of soil. The thoroughness of rock removal shall be approved by the Architect prior to incorporation of amendments. Adequate replacement stil shall be imported to equal volume of rock removed, see topsoil specification. 3 Incorporate Agricultural Gypsum and soil sulphur to a depth of 8 - 12 inches. .4 Deep Water Leaching: Due to the type of sells in the site, it is mandatory that soils be leached and that the so 11 be re-test ad for suitability prior to incorporating nutri tiocal amendments. All areas shall be leached two times to a depth of 8" each time. Soil test must be approved by an approved reputable 30;.L laboratory and meet the following requirements: EC - maximum 3.0 PH - maximum 7.50 minimum 6,00 Reapplication of soil amendment and leaching shall be required by the Contractor If tests show a negative reaul t. Expense of test, rea ppl 1 ca t1 On of soil amendment and leaching operation shall be borne by the Contractor. .5 Add nutritional amendments to a depth of 6". The thoroughness and completeness of the rototilling and incorporation of tae soil conditioners /amendments shall be acceptable to the City. Slopes 2:1 and steeper, or as per the drawings, omit soil condl tioner application and tilling. .6 4 random Sam PINS will then be taken by the Architect for purposes of determining conformance to requirements (See Special Conditions item 36, Page 14) . .7 Deep water leaching shall be done prior to the application of the commercial fertilizer 1- 10 -10. .8 No planting shall be Installed until approval has been given by the Architect. 3.1.5 Care shall be taken that the rate of application of water does not cause erosion or slurring of soils. 3.1.6 All depressions, voids, erosion Scare and settled trenches generated by the deep watering shall be filled with conditioned topsoil and brought to finish grade. 3.2 FINISH GRADING: 3.2.1 Finish grades shall be as indicated on Civil Engineer's drawing. 3.2.2 Finish grades shall be measured as the final water compacted and settled surface grades and shall be within plus or minus 0.1 foot of the spot elevations and grade lines indicated on the Civil Engineer's drawing. 3.2 Finish grades shall be measured at the top surface of surface materials. 3.2.5 Molding and rounding of the grades shall be provided at all changes in Slope. 3.2,5 All undulations and irregularities in the planting surfaces resulting from tillage, rototllling and all other operations sna 11 be leveled and flea ted out before planting operations are Initiated. 3.2 .6 The Contractor snail take every precaution to protect and avoid damage to sprinkler heads, irrigation lines, and other underground utilities during his grading and conditioning operations. 3.2,7 Final finish grades shall Insure po SS Live drainage of the site with all surface drainage away from buildings, wails, and toward roadways, drains and catch basins, 3.2.8 Final grades shall be acceptable to the Architect before planting operations will be allowed to begin. 3.2.9 Planting surfaces shall be graded wl th no Iass than 1 per cent surface slope for positive drainage. 3.2.10 Areas shown on plans as turf areas to receive soil preparation and conditioning (amend and fine grade soil) shall have all Stones removed from the surface of the lawn bed. 3.3 PLANTING: 3.3.1 The layout of locations for plants and outlines of groundcover to be planted shall be approved on the site by the Architect, prior to their planting. All Sucn locations shall be checked for possible interference with existing underground piping, prior to excavation of holes. If underground construction or utility Lines are encountered in the excavation of planting areas, other locations for the planting may be selected by the Architect. Damage to existing utIII tI es shall be the responsibility of the Contractor. 3.3.2 Planting Trees, Shrubs and Vines: .1 All excavated holes shall have vertical sides with roughened surfaces and shall be of the minimum sizes indicated on drawings. Holes shall be, in all cases, large enough to permit handling and planting without injury or breakage of root balls or roots. .2 Excavation shall Include the stripping and staking of all acceptable soil encountered within the areas to be excavated for plant pits and planting beds. Protect all areas that are to be trucked over and upon which soil is to be temporarily stacked pending Its re -use for the fillings of holes, pits and beds. •3 Excess soil, generated from the planting holes shall be spread on the site as directed by the Architect. .4 Plants in can containers shall have the cans opened by cutting vertically on opposite sides of each can with nursery can openers, tIn snips or other approved instruments for this purpose. All used cans shall be removeo to the storage area or from the site daily. .5 The plants shall be planted at approved locations with the heretofore specified conditioner and soil planting backfill. P1 . i, �, I I I . I I ur I I 11 1 11 • '1114x1 1 1, •. GENERA:. A SPECIAL CONDITIONS: - The General Conditions and the Special Condi dons are a part of backfill material which has been handtamped and water t.. ^,13 sec, .. on and the contract for this work and apply to this settled to the rcctball base levels prior to the „_ ::tiov as fully as if repeated herein. placement of the plants. After setting the plants, the prepared wood pulp or fibre shall be of the "Super = remaining backfill material shall be carefully tamped 1.2 SUMMARY: and settled around each rootball to fill all voids. The work includes all services, labor, materials, transpor to ti on arl ecuipmer t necessary to perform the work indicated on the Each tree and shrub shall be placed in the center of Drat:,ng. and as specified. The General Conditions and Division 1 the hole and shall be set, plumb and held rigidly in apply to this section as fully as if repeated herein. position until the planting backfill has been tamped 1.'. SUBMITTALS: from around each root ball. C;:etractor Shall submit list of soil amendments, fertilizers, - p.ant materials, seeds, with quantities of each. ,8 = 1.4 GUARANTEES AND REPLACEMENTS: 1.4.1 Shrubs, vines and groundcovere Shall be guaranteed to _ remain bealtny and vigorously growing for one growing grade in the cuntainer, unless otherwise noted. season. or sixty (60) days, whichever comes first. .9 1,4.2 All trees that have been supplied and installed under at the following rates: this Contract shall be guaranteed to live in a healthy condition for a period pf one (1) year from date of 1 - gram tablet per iider and flat size plant. final acceptance of project. 1.4.3 All plants found to be dead and all plants not in a 3 -21 gram tablets per 5 gallon container. vigorous condition noted within the Guarantee Period 4 -21 gram tablets per 15 gallon container. shall be replaced within fourteen (14) days. - t.a.4 Plants used for replacement shall be the same kind and - size as specified in the plant list. They shall be .10 No plant will be accepted If the rootball is broken or furnished,'planted and fertilized as originally 1.8.1 cracked, either before, during, or after the process of specified. - ?.5 OBS ER:'ATI ON .11 1.5.7 Observations herein specified shall be made by the depth of each planting hole immediately after planting. Architect. The Contractor shall request observation in w ri t ng, in advance of the time observation is .12 All trees, 15 gallon and larger, shall be staked with required. _ .5 .2 Observa Lion will be required for the following parts of 1.8.1 - the work: ,1 Incorporation of soil conditioning and fertilizing into driving in of the stake does not damage the tree roots the soil. .P Upon the completion of grading prior to planting. ,3 Approval of plant materials. .4 When trees and shrubs are spotted in place for tree and by tacking the back of the tie to the stake. planting, but before planting holes are excavated. ,5 Verification of finish grades. _ .6 Application of pre - emergence herbicide. .13 Guying: All specimen trees 24" box and larger to be days after initial application. gi:yed as detailed. When planting, and all other indicated or specified work, except the Maintenance Period, has been .14 The staking and guying shall be accomplished in such a completed. Acceptance and written approval shall manner as to insure the proper and healthy growth and establish beginning of the Maintenance Period. the safety of the plants, property, and the public, Final Observation at the completion of the 90 day .6 _. Maintenance Period. This observation shall establish 1 ' 9 - the beginning date for the one year guarantee of all subsurface drainage required which may affect his trees. 1.9.1 1.5.3 Acceptance: Upon completion of the Final Observation 16 Pruning after planting Shall be required on all trees, and the work of this section, the Contractor will be shrubs, and vines when necessary to provide the notified in writing (1) whether the work is acceptable; _ (2) of any requirements necessary for completion and sizes characteristic to each plant. Pruning may acceptance. 1.5.4 This Contractor or his authorized representative shall under the direction of the Architect. Cuts over 3/4 be or the site at the time of each observation. I.6 MAINTENANCE: sealant. t.9 1.6,1 The Maintenance Period begins on the first day after .17 All trees 24" box and larger shall be spotted and all landscape irrigation work on this project is planted with a crane. complete, checked, accepted, and written approval from the Architect Is given to begin the Maintenance Period, 18 All trees 24" box and larger shall be spotted in place and shall continue thereafter for no less than 90 prior to digging of the hole. continuous calendar days. 1.6.2 The Contractor shall continuously maintain all involved 3.3 .3 Planting Groundcovers: areas of the Contract during the progress of the work .1 _ and during the Maintenance Period until the Final the drawings. The groundcover plants shall be rooted Acceptance of the work. 1.6.3 Regular planting maim enance operations shall begin 1.9.3 flats until transplanting. immediately after each plant or lawn Ss planted. .2 All groundcover plants shall be planted with soil Pants and lawns shall be kept In a healthy, growing - condl ti on and in a visually pi Nazi ng appearance by intervals called out on the drawings. watering, pruning, mowing, rolling, trimming, edging, .3 The groundcover plants shall be planted sufficiently fertilizing, restaking, pest and disease controlling, deep to cover all roots and shall be immediately spraying, weeding, cleaning -up and any other necessary sprinkled after planting until the entire area Ss operatl on of ■al ntenance. Landscape areas shall be soaked to the full depth of all holes. kept free of weeds, noxious grass, and all other .4 The groundcover planting areas shall be hand smoothed undesired vegetative growth and debris. All plants after planting to provide an even, smooth final fl nish found to be dead or in an impaired condition shall be grade. replaced immediately. PART 1.6.4 The Contract completion date of the Contract 2.1 Hydro - seeding shall be applied in the areas indicated Maintenance Period will be extended, when in the - opinion of the Architect, improper maintenance and /or 2.1.1 Materials: Ferrous sulfate @ 22 lbs /acre. possible poor or unhealthy condition of planted Hvdromulch: 2000 Ibs /acre cellulose fiber mulch. material or unestabllahed non - covering lawns are Hvdromulch additive: Ecology ControLs M- Binder -120 lbs /acre. evident at the termination of the scheduled Maintenance _ Period. The Contractor shall be responsible for Seed: Seed shall be a new crop, of purity and germination rate addi ti onal mat me nance of the work at no change In standards of the industry, fresh and viable, and shall bear a Contract price until all of the work is completed and guaranteed analysis. acceptable. 1,6.5 The Contractor shall be responsible for maintaining 2.1.2 80'I'ANICAL NAME COMMON NAME LBS/ACRE adequate protection of the areas. Damaged areas shall - be repaired immediately at the Contractor's expense. 1.7 LAYOUT OF WORK: 2.1.3 The Contractor shall employ, at his own expense, a registered 2.1.4 Civil Engl neer or licensed Land Surveyor to lay out the work of the project, to establish all reference points act for 2.1.5 construction and the certification of finish grades with Civil Engineer drawings. 1.8 GENERAL REQUIREMENTS: i The term "Planting Area" shall mean all areas to be planted with trees, shrubs, groundcovere, and seed. 1.8.2 Actual planting shall be performed during those periods when weather and Soil conditions are suitable in 2.1.6 accordance with locally accepted horticultural practice. 1.8.3 All rock and other growth or debris accumulated during the duration of the project shall be removed from the S te. 1.5.4 Prior to excavation for planting or placing of plant materials, locate all underground utility lines still In use and take proper precautions to avoid damage to sucn improvements. In the event of a conflict between such lines and plant locations, notify the Architect ore; shall arrange for the re- location of one or the 2'1'7 - otne r. The Contractor assumes ail responsibility for makl r.g any and all repairs for d„mages resulting from work as herein specified. 't ►,1 1 { I IT 11 • •.. "!0 1 1 1 1 1 11 1 11 I 11 I 11 Grading and soil preparation work 3 1 a 11 be per t or m ea only during the period when benef i clal and optimum results may be oDtui r.ed. if the moisture content of the soil should reach such a level that working it would destroy soil structure, spreading and grading operations shall be suspended until the moisture content is increased or reduced to acceptable levels and the desired results are likely to be obtained. ALi scaled dimensions are approximate. Before proceeding with any work, carefully check and verify all dimensions and immediately Inform the Architect of any discrepancy between the drawings and /or specifications and actual cor,dltler.s. Quantities for plant maters ass are shown for convenience only, and not guaranteed. Check and verify count and supply sufficient number to fulfill Intent of drawings. Adequately stake, barricade, and protect all irrigation equipment, manholes, utility lines, and other existing property during all phases of the soil amending and grading operations. Specimen Tree Selection: e Cne sample each of each tree variety and size, call out on drawings, 15 gallon and larger shall be delivered to the project site for approval prior to installation. 2 The Contractor shall immediately remove any trees not approved. 3 The Contractor at his option and at his expense, can retain the services of the Architect to review trees 15 gallon and larger tagged at the nursery and /or at its place of growth, or as otherwise specified on drawings. Shrub and tree samples: Typical samples, three each of all varieties and sizes (5 gallon and under - shrubs, 15 gallon and under trees) of all plant materials shall be submitted for Inspection approval at the site a minimum of fifteen days prior to planting operations. Approved samples shall remain on the site and shall be mal ntal ned by the Contractor as standards of comparl son for plant materials to be furnished. Samples w111 be incorporated into the work. Rejection and Substitution: Ali plants not conforming to the requirements nerein Specified shall be considered defective, and such plants, whether in place or not, shall be marked as rejected and be immediately removed from the site of the work and replaced with acceptable plant materials. The plant materials shall meet all applicable inspections required by law. All plants shall be of the specs es, variety, 3 1z e, age, flower col. or and condition as specified herein and /or as indicated on the drawings. Under no ccadi Lion will there be any substitution of plant specie, variety, or reduced sizes for those listed on the accompanying drawings, except with the express written consent of the Architect. All utilities (water and electricity) used during the installation of the landscaping and irrigation systems for this project shall be paid for by the Contractor. During tlae 90 Maintenance Period the Owner shall be responsible for the payment of the utilities. INVOICING OF PLANT MATERIALS AND SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE TEST: After installation of plant materials but prior to the premalntenance Inspection, the Architect, with the heretofore specified signed copies of the required certificates, trip slips and invoices for the plant materials and related Items, shall invoice such material, comparing the total area and /or the amounts specified. If the minimum amounts have not been f urns Shed, the Architect will require the installation of additional materials to fulfill the minimum requirements specified. Upon delivery of materials and /or completion of all so 11 conditioning and gra di rig but prl or to ini tiating planting operations, the Architect with the heretofore spe cif led signed coples of required certlf l Cates, trip slips, and invoices for Sol.' preparation materials, shall lnvcl ce such material, comparing the total quanta ties of each material furnished against the total area to each operation. If the minimum rates of application have not been met, the Architect will require the distribution of additional quantltieS of these materials to fulfill the minimum application requirements specified. A Sample of the soil amendments shall be delivered to the Architect within 15 days after recording of the Contract for submittal to a testing laboratory. After soil amendments have been thoroughly mixed into the a1 te, and random samples of the mixed soil will be taken by the A chltect and submitted to the soil laboratory for comparison to a control mix. Cost of the above testing by the Soils laboratory shall be borne by the Contractor. 2 = PRODUCTS SOIL AMENDMENT AND FERTILIZER: Soil Conditioner shall contain a special blend of organic fractions to auppIy several degrees of breakdown rate, a portion of inorganic amendment that resists further breakdown, a long - lasting form of iron, PH of 5.5 to 6.0, salinity of 1.75, organic matter (dry weight basis) more than 90j, non -ionic wetting agent and total nitrogen content of 0.51. (Loamex, Organo Life Forest Humus or approved equal). Gypsum shall be a commercially processed and packaged gypsum (Cass, 2H 0) with minimum 801 grade containing 141 minimum combined sulfur, Iron .SuiphaLe 191 of approved quality of Architect. Sulphur (soil) 991 of approved quality of Architect. Fertilizer ( pre -plant ) shall be a combination of natural organic and inorganic granular fertilizers, free - flowing, suitable for application with approved equipment, and shall contain the following minimum available percentages by weight of plant food: Granular, similar and equal to Wil- Gro(1- 10 -10) Nitrogen 1.01 min. Phosphoric acid 10.01 min. Pe Lasn 10.01 min. Fertilizer ( post -plant) shall be a combination of natural organic and inorganic granular fertilizers, free - flowing, suitable for application with approved equipment, and shall contain the following minimum available percentages by weight of plant food: Nitrogen 7.01 min. Phosphoric acid 9.01 min. Potash 4,01 min. Granular, similar and equal to Nu -Gro (T-9 - with chelated Iron. Planting tablets shall be tightly compressed chip type commercial grade planting tablets, or varying Sizes with the following available percentages by weight of plant food: Nitrogen 20.01 min. Phosphoric acid 10:01 min, Potash 5.01 min. I I ' I 1111 IIN p n 1 1 t 1 1 St 2.2 PLANTING BACKFiLL: Planting backfill shall be a thoroughly blended mixture of topsoil and soil amendments. (See Section 3.1. 2.3 STAKING MATERIALS: Single Staking: Stakes shall be of lodgepole pine. These shall be straight shafts. Shaved and cut clean and bare of branches and Stuos, of uniform thickness with a minimum diameter of 2 inches, free of loose knots, splits or bends. Stakes shall be no less than eigh itl feet in length. 2.4 GUYING MATERIALS: 2.4.1 Guy wires shall be of pliable, zinc - coated steel of No. 12 gauge. 2.4.2 Anchors (deadman) for holding guy wires shall be of 4 in. x 4 in, solid lumber, 1' -6" in length. 2.4.3 Hose for covering wire, shall be of 2 ply reinforced rubber, used or new, garden hose type of at least 112 inch in diameter. 2.4.4 Flags, to be attached to guys, shall be of surgical tubing, 1/8" diameter and four feet long, �f uniform thickness. 2.4 .5 Tree ties shall be Bordon Cinch -Tie or approved equal. 2.5 PLANT MATERIALS: 2.5.1 Nomenclature: The scientific and common names of plants herein Specified conform with the approved names given in "A Checklist of Woody Ornamental Plants or California", published by the University of California, College of Agriculture, Manual 32 (1963). See list of plant material on drawings. 2.5.2 Quality and Size of ail plants shall be No. 1, of Pinto tag stock. They shall be vigorous, of normal growth, free from disease, insects, insect eggs, and /or exceed the mea our eme nts ape cif le d. Pinto Tags must be submitted to the Architect. 2.5 .3 Container stock (1 gal., 5 gal., 15 gal. boxes) shall have grown in containers for at least six months, but not over two years. No container plants that have cracked or broken balls of earth, when taker. from the container, shall be planted, except upon ape C al approval. No trees vith damaged roots or broken balls shall be planted. 2.5 .4 Pruning shall not be done, prior to delivery, except by written approval by Architect. 2.5.5 Inspection of Plant Materials, required by City, County or State authorities, shall be a responsibility of the Contractor, and where necessary he Shall have secured permits or certificates prior to delivery of plants to 31 te. 2.5 .6 Plants shall be subject to Inspection and approval or rejection, at the project site at any time before or during progress of work, for size, variety, condition, latent defects and injuries. Rejected plants shall be removes from the project site immediately. 2.5.7 Substitutions will not be permitted except that if proof is submitted that any plant Specified Ss not obtainable, a proposal will be considered for use of the nearest equivalent size or variety and cost. All substltutl Otis subject to Architect's written approval. 2.5.8 Quantities shall be furnished as needed to complete work shown on drawings. 2.5.9 The Architect reserves the r: g.t to inspect root condition of any species, particularly those grown from seed, and if found defective, to reject the plants represented by the defective sample. 2.5.13 Groundcover plants Shall be healthy vigorous rooted cuttings grown In flats until transplanting. 2.5.14 Pre- emergence herbicide shall be Surflan, Treflan, Dymid or equal. 2.5. 15 Weed contact spray shall be Phytar 560, Broadside or equal. 2.6 MATTING: Jute matting shall be of hemp material which is heavy jute mesh of a uniform plain open weave of unbleached single jute yarn averaging 130 pounds per spindle of 14,400 yards. The yarn shall be of lwosely twisted construction having an average twist of not less than 1.6 turns per inch and shall not vary in thickness of more than 1/2 its normal diameter. The jute mesh shall be furnl.Sned in approximately 90 pound roll strips and shall meet the following requirements: 2.7 MOUNDS: Mounds shall be shaped and sculptured to create a smooth and irregular natural mountain effect as per plans. 2.8 TOPSOIL: Topsoil, if required, to bring soil up to grade shall be approved stockpiled /on -site topsoil or imported Woodward Sand, or equal. PART 3 EXECUTION 3.1 SOIL CONDITIONING, FERTILIZING AND ROTOTILLING: 3.1.1 After the landscaped areas have been graded in accordance with the Civil Engineering grading plans, the Contractor shall retain the services of an approved Agricultural Soils Laboratory to secure a minimum of six soil samples for Agricultural Suitability Analysis and recommendations for soil preparation, and backfill treatments. Locations for the samples shall be designated by the Architect. Test Report to include Designation of each Sample by location; a complete ana 1 3 13 for agricultural sus to b1l sty; and recommendations of amendments and correction of soils for soil preparation of planting beds and for plant pit backfill. x.1.2 For b dding purposes only, the Co r. tractor shall include: Soil Preparation (Quantities per 1000 sq. ft. Soil Conditioner 6 cu. yds. Agricultural Gypsum 100 lbs. Soil Sulfur 20 lbs. Iron Sulphate 20 lbs. Commercial Fertilizer 40 lbs. Plant Pit Backflll (1 Gallon - box size trees) Soil Conditioner 1 part Stockpiled /on -site soil 2 parts Agricultural Gypsum 10 lbs /cu. yd, of mix Iron Sulphate (191) 2 lbs /cu. yd. of mix Sulphur (soil) (991) 2 lbs /cu. yd. of mix Fertilizer tablets as follows: 21 gram tablets - 1 for 1 gallon 3 for 5 gallon 4 for 15 gallon 1 for ea. 4" of box Size 3.1.3 Actual as andmant and preparation for p ant I n operations shall be in accordance with the agricultural Soils lab report. This report must be approved by the Architect and an adjustment will be made at that time, if required. t 3.1.4 Soil Preparation Procedure (for all landscaped areas except slopes 2:1 or steeper). .i After landscape areas have been graded, compacted and sloped to drain I conformance vi t the CIv 11 Engineer's plan, shall accept the areas for landscape Soil preparation. .2 All areas shall be deep ripped to a depth of 12" and all rocks 1" or larger shall be removed from the top 6" of soil. The thoroughness of rock removal shall be approved by the Architect prior to incorporation of amendments. Adequate replacement stil shall be imported to equal volume of rock removed, see topsoil specification. 3 Incorporate Agricultural Gypsum and soil sulphur to a depth of 8 - 12 inches. .4 Deep Water Leaching: Due to the type of sells in the site, it is mandatory that soils be leached and that the so 11 be re-test ad for suitability prior to incorporating nutri tiocal amendments. All areas shall be leached two times to a depth of 8" each time. Soil test must be approved by an approved reputable 30;.L laboratory and meet the following requirements: EC - maximum 3.0 PH - maximum 7.50 minimum 6,00 Reapplication of soil amendment and leaching shall be required by the Contractor If tests show a negative reaul t. Expense of test, rea ppl 1 ca t1 On of soil amendment and leaching operation shall be borne by the Contractor. .5 Add nutritional amendments to a depth of 6". The thoroughness and completeness of the rototilling and incorporation of tae soil conditioners /amendments shall be acceptable to the City. Slopes 2:1 and steeper, or as per the drawings, omit soil condl tioner application and tilling. .6 4 random Sam PINS will then be taken by the Architect for purposes of determining conformance to requirements (See Special Conditions item 36, Page 14) . .7 Deep water leaching shall be done prior to the application of the commercial fertilizer 1- 10 -10. .8 No planting shall be Installed until approval has been given by the Architect. 3.1.5 Care shall be taken that the rate of application of water does not cause erosion or slurring of soils. 3.1.6 All depressions, voids, erosion Scare and settled trenches generated by the deep watering shall be filled with conditioned topsoil and brought to finish grade. 3.2 FINISH GRADING: 3.2.1 Finish grades shall be as indicated on Civil Engineer's drawing. 3.2.2 Finish grades shall be measured as the final water compacted and settled surface grades and shall be within plus or minus 0.1 foot of the spot elevations and grade lines indicated on the Civil Engineer's drawing. 3.2 Finish grades shall be measured at the top surface of surface materials. 3.2.5 Molding and rounding of the grades shall be provided at all changes in Slope. 3.2,5 All undulations and irregularities in the planting surfaces resulting from tillage, rototllling and all other operations sna 11 be leveled and flea ted out before planting operations are Initiated. 3.2 .6 The Contractor snail take every precaution to protect and avoid damage to sprinkler heads, irrigation lines, and other underground utilities during his grading and conditioning operations. 3.2,7 Final finish grades shall Insure po SS Live drainage of the site with all surface drainage away from buildings, wails, and toward roadways, drains and catch basins, 3.2.8 Final grades shall be acceptable to the Architect before planting operations will be allowed to begin. 3.2.9 Planting surfaces shall be graded wl th no Iass than 1 per cent surface slope for positive drainage. 3.2.10 Areas shown on plans as turf areas to receive soil preparation and conditioning (amend and fine grade soil) shall have all Stones removed from the surface of the lawn bed. 3.3 PLANTING: 3.3.1 The layout of locations for plants and outlines of groundcover to be planted shall be approved on the site by the Architect, prior to their planting. All Sucn locations shall be checked for possible interference with existing underground piping, prior to excavation of holes. If underground construction or utility Lines are encountered in the excavation of planting areas, other locations for the planting may be selected by the Architect. Damage to existing utIII tI es shall be the responsibility of the Contractor. 3.3.2 Planting Trees, Shrubs and Vines: .1 All excavated holes shall have vertical sides with roughened surfaces and shall be of the minimum sizes indicated on drawings. Holes shall be, in all cases, large enough to permit handling and planting without injury or breakage of root balls or roots. .2 Excavation shall Include the stripping and staking of all acceptable soil encountered within the areas to be excavated for plant pits and planting beds. Protect all areas that are to be trucked over and upon which soil is to be temporarily stacked pending Its re -use for the fillings of holes, pits and beds. •3 Excess soil, generated from the planting holes shall be spread on the site as directed by the Architect. .4 Plants in can containers shall have the cans opened by cutting vertically on opposite sides of each can with nursery can openers, tIn snips or other approved instruments for this purpose. All used cans shall be removeo to the storage area or from the site daily. .5 The plants shall be planted at approved locations with the heretofore specified conditioner and soil planting backfill. P1 . i, �, I I I . I I ur I I 11 1 11 • '1114x1 1 1, .6 The plants shall be placed in the planting pits on the - backfill material which has been handtamped and water •2 Hydro - seeding Equipment: hydraulic equipment used for settled to the rcctball base levels prior to the the application of fertilizer, seed, and slurry of placement of the plants. After setting the plants, the prepared wood pulp or fibre shall be of the "Super = remaining backfill material shall be carefully tamped Hydroseeder" type as approved by the Architect. This and settled around each rootball to fill all voids. equipment shall have a built -in agitation system with an operating capacity sufficient to agitate, suspend, •7 Each tree and shrub shall be placed in the center of and homogeneously mix a slurry containing 1,200 pounds the hole and shall be set, plumb and held rigidly in of mulch and seed. The slurry distribution lines shall - position until the planting backfill has been tamped be large enough to prevent stoppage and shall provide from around each root ball. even distribution of the slurry. The slurry tank shall have a minimum capacity of 1,350 gallons and shall be ,8 All plants shall be set at Such a level that after mounted on a traveling unit which will place the slurry settling they bear the same relationship to the tank and spray nozzles within sufficient proximity to - surrounding finish grade as they bore to the soil line the areas to be sprayed so as to provide uniform - grade in the cuntainer, unless otherwise noted. distribution without waste. .9 Planting tablets shall be placed In each planting hole •3 Application Method: Using the wood pulp as a guide, at the following rates: the equipment operator shall spray the soil with a uniform visible coat of slurry. The slurry shall be 1 - gram tablet per iider and flat size plant. applied In a sweeping motion, in an arched stream, so 1 - 21 gram tablet per gallon container, as to fall like rain allowing the wood fibers to build 3 -21 gram tablets per 5 gallon container. upon each other, until a compiete, even coverage coat 4 -21 gram tablets per 15 gallon container. is achieved. 1 -21 gram tablet per each 4 inch of box size. .4 Hydro -seen areas shall be kept moist at all times 20 -24 .10 No plant will be accepted If the rootball is broken or days after planting or until the new growth of the cracked, either before, during, or after the process of plants are sufficiently we 11 established as per , Installation. - Architect's approval, .11 All plants shall be thoroughly watered in to the full •5 Hydro- seeded areas shall be protected against foot depth of each planting hole immediately after planting. traffic and other use immediately after hydro - seeding is completed by placing warning signs and temporary - .12 All trees, 15 gallon and larger, shall be staked with twine and flagging around the areas. one wood stake, driven into the ground of the windward Contractor shall protect all areas not being treated against side of the tree. The stakes shall be driven in plumb and secure. Special care an, 211 be taken that the trespassing and other damage at all times. Any slurry sprayed driving in of the stake does not damage the tree roots on paved surfaces or inside any reservoir or drainage structure, or root bal1, Tree ties shall be fastened to each tree and stake by loops n figure 8 with the inside which may impede the free flow of rain or iirigat ton water shall diameter of the tie at 2 or 3 times the diameter of the be cleaned up by the Contractor. tree and by tacking the back of the tie to the stake. (See Detailed Drawings.) ,6 Re- hydro - seeding of bare areas shall be done thirty .13 Guying: All specimen trees 24" box and larger to be days after initial application. gi:yed as detailed. 3.4 HERBICIDE APPLICATION: .14 The staking and guying shall be accomplished in such a manner as to insure the proper and healthy growth and Pre- emergence herbicide shall be applied to groundcover are -s the safety of the plants, property, and the public, only and in accordance with manufacturer's specifications, ',I0 not apply In lawn or hydroseed areas. Architect shall ! .15 The Contractor shall be responsible for all surface and notified and present at the time or app : subsurface drainage required which may affect his guarantee of the trees, shrubs, and vines. 3.5 'HEADER: 16 Pruning after planting Shall be required on all trees, All header shall be installed as per Plar. and detail. shrubs, and vines when necessary to provide the specified or approved standard shapes, form and /or 3.6 JUTE MATTING: sizes characteristic to each plant. Pruning may include thinning, topping, and /or cutting and shall be Jute matting shall be installed as per manufacturers under the direction of the Architect. Cuts over 3/4 specifications. _ inch in diameter shall be painted with an approved tree sealant. 3 .7 CLEAN UP: .17 All trees 24" box and larger shall be spotted and planted with a crane. As project progresses, Contractor shall maintain all areas in a neat manner and remove unsightly debris as necessary. After 18 All trees 24" box and larger shall be spotted in place completion of project, Contractor shall remove all debris ate prior to digging of the hole. containers used in accomplishing work. He shall sweep and cl a,n all sidewalks, asphalt, and concrete areas adjacent to plantings. 3.3 .3 Planting Groundcovers: .1 Groundcovers shall be planted in the areas 1nal cated on the drawings. The groundcover plants shall be rooted cuttings grown In flats, and shall remain in those 111 flats until transplanting. .2 All groundcover plants shall be planted with soil around roots in staggered rows, evenly spaced at the intervals called out on the drawings. .3 The groundcover plants shall be planted sufficiently deep to cover all roots and shall be immediately - sprinkled after planting until the entire area Ss soaked to the full depth of all holes. .4 The groundcover planting areas shall be hand smoothed after planting to provide an even, smooth final fl nish grade. 3.3.5 Hydro - seeding, Shrubs and Groundcovers: - .1 Hydro - seeding shall be applied in the areas indicated on the drawings and as per mix called for. Materials: Ferrous sulfate @ 22 lbs /acre. Hvdromulch: 2000 Ibs /acre cellulose fiber mulch. Hvdromulch additive: Ecology ControLs M- Binder -120 lbs /acre. Hydroseed fertilizer: 18 -I8-6 @ 500 lbs /acre commercial pellets. Seed: Seed shall be a new crop, of purity and germination rate standards of the industry, fresh and viable, and shall bear a guaranteed analysis. HYDROSEKD MIX 80'I'ANICAL NAME COMMON NAME LBS/ACRE BROMItS MOLLIS BLANDO GRASS 10 PI.ANIAGO PLANTAGO 40 AIRIPLEX SEMIBACCATA AUSTRALIAN SALTBUSH 10 ENCELIA CALIFORNICA CAIaFORNIA ENCELIA 3 41MULUS PUNICF1IS MONKEY FLOWER 2 I, CALIFORNIA POPPY I IAMONIUM PERE7.II SF.A LAVENDER 2 PERMITS REZONE PERMIT NO. R 8 4- 2 4 SPECIAL USE PERMIT NO. P 8 4- 3 1 TENTATIVE MAP NN TM 4461 BENCH MAPOC DESCRIrT1oRL Street Centerline Monument LOCATION:EI Camino Real 0,72 Mi. N'ly. of inter of El Camino Real and Encinitas Blvd. RECORD FROM: County of San Diego ELEVATION: 143-19 DATUM: M. S. L . PRIVATE CONTRACT 1 I DEPARTMENT OF PUBLIC WORKS I S EtS l LANDSCAPE PLANS PLANTING SPECIFICATIONS K2: COUNTY OF SAN DIEGO TRACT NO-4461-1 CALIFORNIA COORDINATE INDEX A»reved R.J. Mem,aaa DIRECTOR OF PUBLIC WORKS BY: i 7- 9 -S` Doh E4 C we.a � \ 1 131tt R.C.E. I Oradaxs ►Bred Iwo i F 57'' 1x) zz U I 1 0 T I II Vd cF CIO L� 51F_EP AUTO CONTROLLER it f I, . 41 PLASTIC FITTING SWING JOINT PLASTIC. STREET ELLS IMPACT HEAD WITH SWING JOINT, I IMPACT HEAD GALM STEEL COUPLING -FINISH GRADE 12e I T21 Mi Mi WALK, DRIVE WALL ETC. - Vita 4. -GALV. STEE L NIPPLE 12" MIN. DOUBLE GALV. WIRE WRAP Two WIRE TIES - TWO PLACES PVC TEE OR ELL PVC LATERAL-.:: to, Te " I No. 3 REBAR IMPACT HEAD TC) GXZ p 4 rrLz (TYP . t4l I vlz�, 5: It' Ox C1 0 X 7" BACKFLOW PREVENTER ASSEMBLY 2 9 Q I PIT TREE STAKING 19 , C,aiv. Rini Ilength noted an plan) Two Clamps igil or ad. plated), machine peened friction type Swing Joint (two gaiv snort nipples and two gaiv. 90 elbows) - -- --- \ Supply Line Teo --, W/ SLOPE INSTALLATION snub OT, q: i,2" dig. gahr. Pipe Stake (length as required! 98k Unless Otherwise snow on MOM — Finished Grade r,,h,jD E�C)X w C�v A 2 I ' U - L I E I I — i i co" REMOTE CONTROL VALVE 0F O Ll rI 41 11 Ijj 1 7"T y; Ill ell, , lrxvc, E.L. - tx- SHRUB SPRAY ON GRADE I'virinF-E tr L I lk f z Ilk -Ilv 7✓ 6 Pop UP SHRUB SPRAY I SHRUB PLANTING 110 y - JW )a4 3 QUICK COUPLER VALVE if+ -31 1 37, 7) 4- 1 1, MU-1 r I0 �o =VIII Ill ill- W1 cl i r il 11'. 7 `F - I 7 I SHRUB HEAD ON FLEX RISER i S PRIVATE CDNTR�iil j ­4 $MEET I I I I RE ITS COUNTY OF SAN DIEGO �z SHEETS DEPARTMENT OF PUBLIC WOWS 2 '12 1 REZONE PERMIT NO.-- R 8 4 - 4 LANDSCAPE PLANS E PLA NTING SPECIAL USE PERMIT NO -P,8-4 3 1 COUNTY OF SAN DIEGO TENTAI IVE MAP NO. TM 446 1 TRACT NO>4461-1 BENCH MARK COUNTY AFFIRICIVED CHANCES BENCH COORDINATE INDEX Appir"wil bY Doe Centerline Monument Apiweved R.j. "Onalmseri --k ISO berstrapto" DESCRIPTION DIRECTOR OF PUSL#C WORKS "ClE 2 80 LOCATION: El Camino Real 0.72 Mi. N'ly. of inter ow: /,A of El Camino Real and Encinitas Blvd. RECORD FROM County of San Die%o 7-,41, I i I ELEVATOR: • 143 195 DATUM, M. S. L. p . .................................... . . J.