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497 (2)LANDSCAPE & IRRIGA TION PLANS FOR COAS LEUCADIA HIGHLANDS PAC /FC HWY T c OCEAN CARLSBAD 0 AIRPORT R ARPORT RD. POINSETTIA LANE ALGA ROAD � OW TAIL � _ ROAD BAT /QU/TOS LAGOON �,,.r'� 'e „' ��\ LA COSTA a .00 BELLA TESTA DRIVE �„ I \ SAXONY A— uE -_` S/ BLUE HERON A l/E. goo \ O AIL HOLLOW ROAD ROAD LEUCAD /A ` \rill VICINITY MAP I I LOT 23 � \ NO SCALE OPEN SPACE EASEMENT S I �S` INDEX 9�� ♦ 717ZE SHEET 1 C\ PLANTING PLANS 2 -3 IRRIGA ♦ ` � RR/GA770N PLANS 4 -5 PLANTING NOTES & DETAILS 6 IRRIGATION NOTES & DETAILS 7 810BUFFER WALL, ACCESS TRAIL °jam %ip AND W£WPOINT NOTES & DETAILS 8 PVT. STORM DRAIN y \ I I NOTE I , E / $ OA' \ > ` 1. LANDSCAPE AND /RR /GAT /ON PLANS SHALL BE IN CONFORMANCE — — — — — — — — — — — — — — — — — Z�N� 0+ ,,` N /� ♦ ♦ WITH CHAPTER 23 -26 OF THE CITY OF ENC /N /TAS MUNICIPAL CODE. ------------------ - - - - -- 100.0 ' FIRE I �\ � SUPP ES /ON ♦ \ OPEN SPACE EASEMENT AREA ♦ / _ OPEN SPACE EASEMENT e � 1 til ' Lot' \ \ �o� �` -� TOP BLUFF LEGAL DESCRIPTION , 1 \ — \ OPEN SPACE �0< v0 Al —� \ THE WEST 264 OF THE HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER O v Z� \ \ OF THE SOUTHWEST QUARTER OF SECT /0N 35, TOWNSHIP 72 SOUTH GE , RAN 4 EASEMENT LIMITS \ \ Q'iy N d1� ry, \ \ 9/0 BUFFER WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCIN /TAS, COUNTY OF / \ SARR /ER WALL SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UN /TED ST47£S 0 � X a 7 GOVERNMENT SURREY, APPROVED OCTOBER 27, 7675. V / 04g \ _ , THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE / 0A , \ SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN \ p F \ \ DIEGO, STATE OF CALIFORNIA, ACCORDING TO UN /TED STATES GOVERNMENT / SCALE: l 100' y� \ \ � 1 \ 1 � ZF J+`p�� SURVEY, APPROVED OCTOBER 27, 1875. / \ \ 1 \ 0� �) EXCEP77NG THEREFROM THE WESTERLY 264.00 FEET THEREOF. )4 V KEY`/ A ,� /� f'� / O 4 �� \ LOT 8, IN SECTION 34, ALL OF LOTS 7 AND 8 AND THE SOUTHEAST QUAR7ER OF K Y /I //H f— , , / l l� a \ \ THE SOUTHWEST QUARTER OF SEC77ON 35, TOWNSHIP 12 SOUTH, RANGE 4 WEST, / \ / VVV / / / I �o �8 SAN BERNARD /NO BASE AND MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF Lo ¢ SAN DIEGO, STAIF OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT 100.00 ' FIRE SUPPRESSION AREA SUED /WS/ON- BOUNDARY / i ZONE 'A " 30.00' BUILDING SETBACK / ZONE "8" 40.00' BIOLOG ICAL 8UFFER p• „• \ \ OPEN SPACE ZONE "C" -50.00' ADDITIONAL FIRE FUEL MODIFICATION / / 7 q0 \ EASEMENT LIMITS / Vol \ \ Vol �\ ��\ (TYPICAL) T � � �pNDSCAPf A \ LO 1 a �� e • eE oeTr Roy / TOP BLUFF 5 ' V I 2 < < I i( Signature DAVID EVANS / N , L � ` \ \ I � / an Date 9 30 88 �- \ \ `�- y,T Date 10 30 97 \P, / PLANS REVIEWED AND ACCEPTED BY: A6 D HAZARD ASASSOCIATES, DRIVE SUITE 88 I V A "�� cpuF / SAN DIEGO, CA 92108 (619) 260 -3420 ' m SUBO /W9ON- N I \ \ I BOUNDARY R. MITCHEL BEAUCHAMP PRO ECT BIOLOGIST PACIFIC SOUTHWEST BIOLOGICAL SERVICES INC. REVISIONS I APPROVED I DATE I REFERENCES I DATE I B DESCRIPTION: TOP OF BRASS DISK IN WELL MONUMENT. LOCATION: STA. 64 +24 EL CAMINO REAL RECORDED FROM•S.D. CO. VERT. CONTROL.PG.105 ELEVATION: 120.20 DATUM: M.S.L. DESIGNED BY: DATE: 10 -13 -97 FILE: L &ISHT1.DWG SCALE: 1" = 40' PROJECT MGR.: FUREY JOB NO.: BARR0001 SCALE FIRE PROTECTION HORIZONTAL AS SHOWN I APPROVED BY,- a--- O - -! •!00 " - -- VERTICAL AS SHOWN ( 12I I q 7 DATE.- ---------- - - - - -- ED BY i DMWN BY CHECKED APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED LANDSCAPE & IRRIGATION AND BRUSH MANAGEMENT PLANS FOR: TM 89 -291 DATE: 12 -02 -97 BY: LEUCADIA HIGHLANDS 4595 — G -lq L.A. N0: 3058 /2 -V, EG�� b P. BENEDETTI DATE: q7 DATE: APE ARCHITECT EX P: 06/30/98 WORK PROJECT NO. TM 89 -291 SHEET 1 OF 8 �O Q 9 COCUS PLUMOSA 12' BROWN RUNK 5t \63 RAPHIOLEP I. 'SPRINGTIME' 5 GALL N / 39 BOUGAINVILLEA 'RASBERRY ICE' 1 LLON �LATS BACCHA1I P. "TWIN PEAKS" / ® 1 0. C. ERYTHRINA CAFFRA 36" BOX O° 5 7,7EXCEL SUS' 7 �'P /S 24" BOX ! DESIGNED BY: DATE: 10 -13 -97 FILE: L &ISHT2.DWG SCALE: 1" = 40' PROJECT MGR.: FUREY JOB NO.: i v DESIGNED BY: DATE: 10 -13 -97 FILE: L &ISHT3.DWG SCALE: 1" = 40' PROJECT MGR.: FUREY JOB NO.: r� � Cur NATO 1\ EE1 - 5 _ I 24.94' / \ / 5.00 'j u/ � - J1 I �- 3/4" 10.0 1 / 15 -3 / �- v ' 10,2 �1 1 ------- - - - - -- ♦ 4.8 0 3 -1 1.0 rnl �2 Fj ♦ 0,75 / N 2% FP =351. 11.0 110 I I .5 I L r � s ♦ 3 4' C -16 + P-17 ,3 O C -15 1,5 FP =369.0 24.0 3 �,♦ u 1. 1 1 1 J 1' 1 1/4" 6� p 3 4" .0'd1ZJ.0 / \ 3 1 ,5 77.0 ` / 1314 ° FILL ♦ 43 2 OT CST ♦ 1 370.85 0 / / -.�� FP X60 'ter ♦ ` OPEN SP44CE EASEMENT / � _ o / / /% � w° 'mss a ♦ / / \ / / 0,0 0 \ a E-7 1,0 ; O, a ', 7 6 -1 91.06 /� ` �0 / 31 3 _ ♦ /I 16 -2 / 9,0 \ �' / " d' 1 /0 �¢'� `` 383 0 75 Gi 1 s s 0� % ♦ 1,0 f F w , / J s i o // '/ •\9 p,3820 C,01 ` ' 1 \ �P 10000 ,� - tK \ 0 0 \ 8 � � , 'moo b -4 3�4 v /gyp \ s $ w �, sue..- L` -13 V O vrciV 01-109 L,E CD '° /815 g x / �o / 388 `l / 1 17 -1 15,4 IRRIGATION LEG EN S O kJ 6 03 / FA l 15,7 1.O NT AUTOMATICALLY CONTROLLED IRRIGATION SYSTEM AREAS OUTSIDE OF THE BIOBARRIER 1 / / � PROJECT AREAS INSIDE THE BIOBAR R WALL, WILL HAVE A PERMANE A 0 ' 1.0 OF THTHAT ROJECT DISTURBED BOLOGESTW NCE H SUSTAINABLE IRRIGATION SYSTEM. THE SYSTEM ESTABLISHED, THE PIPING WILL WILL BE ACTIVATED AND UNDER THE SITE UNDER THE THE GUIDANCE \ �% OF A MONITORING BIOLOGIST AND ITH WRITTEN CONCURRENCE WITH THE CITY OF ENCINITAS COMMUNITY DEVELOPMENT DEPARTMENT. IT IS EXPECTED THAT THE /C•J '�.O` > '�� Q�\\ °O ' , IRRIGATION SYSTEM WILL BE RE IRED FOR NO MORE THAN THREE YEARS. 1,0 SYMBOL MFG. MODEL N0, AND DESCRIPTION P.S.I. RB G.P.M. 10 y0 �� C-9 2 5 /� ?`50 i' 3`¢` \ / ,,tt� O RAINBIRD V 9812 - SAM- IOH -LA POP -UP SPRAY 30 10 0.79 `\`\• \ \ \\`i .7 ' (b RAINBIRD .Cr� 1812 - SAM - 100 -L4 POP -UP SPRAY 30 10 0.39 RAINBI 1812- SAM- IOVAN -LA POP -UP SPRAY 30 10 VARIABLE RAIN D 1812- SAM -15H POP -UP SPRAY 30 15 1.85 j. :. `; /¢'• O� /� ��38 "o\\ \ �0. RAI IRD 1812 - SAM -150 POP -UP SPRAY 30 15 0.93 `9.0 \`\1�1�' \ , V BIRD 1812- SAM -15VAN POP -UP SPRAY 30 15 VARIABLE 18 -2 INBIRD 1812- SAM -15EST POP -UP SPRAY 30 4 X 15 .061 6.3 $ INBIRD 1812 - SAM -I5SST POP -UP SPRAY 30 4 X 30 1.21 1• RAINBIRD 130OA -F ADJUSTABLE BUBBLER 30 - 1.70 � '75 HUNTER PGM- 12 -A -V -HIGH POP -UP SHRUB ROTOR WITH NOZZLE INDICATED BELOW C-4 �° A= o / v 8•gg \ j8 ' \ 1 HUNTER PGM- 12 -A -V NOZZLE Q 30 16 -19 0.31 17,1 2 HUNTER PGM- 12 -A -V- NOZZLE Q 30 20 -24 0.57 1,0 ` O� V / / ' 9' 3 HUNTER PGM- 12 -A -V NOZZLE Q 30 25 -29 039 / 4 HUNTER PGM- 12 -A -V- NOZZLE Q 30 30 -34 1.07 C -3 V. 5 HUNTER PGM- 12 -A -V- NOZZLE H 30 16 -19 0.64 10,2 w ��?'0 / `. / / ,Qp \�` 41 °O ' HUNTER PGM- 12 -A -V- NOZZLE H 30 20 -24 1.08 O 1 0 2 / po V <?s / �` .� HUNTER PGM- 12 -A -V- NOZZLE H 30 25 -29 1.57 '� i 90 B HUNTER PGM- 12 -A -V- NOZZLE H 30 30 -34 2.32 / ph ' O 9 HUNTER PGM- 12 -A -V- NOZZLE F 30 30 -34 4.32 C O / / /p0 i 777///��� / / CO ��ti� RANBIRD PEB -PRS SERIES PRESSURE REGULATNG AUTOMATIC CONTROL VALVE 18'0 ` Q+ V') i " O i �(� (SIZED ON PLANS) � %� \`\'y38 '� RAINBIRD ASVF SERIES (5 UTOMATIICPLCAON CONTROL VALVE WITH ATMOSPHERIC BACKFLOW / HARDIE 709PR MANUAL CONTROL VALVE WITH ATMOSPHERIC BACKFLOW PREVENTER 0 /80 N vi O 3 O // '/ �1p� v�� S!R]4f i KBI BTU -XXX -E PVC "TRUE UNION" BALL VALVE IN VALVE BOX -IN -LINE UUU ---))) , Ste' '- TT O L ® WILKINS i" SIZE MODEL 575ASS R.P. BACKFLOW PREVENTER WITH BALL VALVES 1 /2 /pp i� `�o p .\ . HARDIE MC -18 PLUS -B AUTOMATIC CONTROLLER WITH PEDESTAL P -68 N / /�p /�3�4° ' 38j �" © HARDIE 'TOTAL CONTROL" 6 STATION AUTOMATIC CONTROLLER 3/4° b` �`/ / ti� / O' ``�``� 0 �' �\ �' PVC PRESSURE MAINLINE SCH 40 < 1 1/2" SIZE, CL 315 > 2" SIZE Q ` �1 2 1 /2 2X 64 0� / / ?g q� / / \ \J - - - - - - - PVC LATERAL LINE CL 315 = 1/2° SIZE, SCH. 40 > 3/4" SIZE t5l / �3 �� ' (VV - PVC SCH. 40 SLEEVE - 2x OPERATING PIPE SIZE, 2" FOR CONTROL WIRES NOT ALL SLEEVES ARE SHOWN C -1 1�2„ 38�g03g1.9g / i 22 -6�R0 38 /I -- - - - - -- ( ^ / (� 0 RAINBIRD 33DLRC QUICK COUPLER VALVE - IN 10" ROUBD VALVE BOX V ' 47 3/4' / \ ` `� 75 22-5 WATER METER - 3/4" UNLESS NOTED OTHERWISE -POINT OF CONNECTION - INSTALLED BY OTHERS C� / \� w \� 4.7 °o 3/4" ; o �. o� C_,u i I j NOTE: 22-3 1� `3� �" r'� , �/ / ALL LATERAL LINES SHALL BE SIZED ACCORDING TO THE "LATERAL LINE SIZING CHART" BELOW lop 75 3/4„ �8 0 LATERAL LINE SIZING VALVE LEGEND STATIC PRESSURE AT A'� / WATER METER - POINT OF CONNECTION 22 -1 \ \v / / GPM MIN. SIZE CONTROLLER /STATION A•� � / 22-10 10,2 ` T `�' 2% / LOT 1 - LOT 12 - / / 19,1 ��e 0 -5 1/2" G.P.M. LOT 2 - 87.8 LOT 13 - 96.9 110 4„ � / �- 5 -10 3/4" VALVE SIZE w� / v'° 1,5 Cb LOT 3 - 92.0 LOT 14 - 92.5 1 \ Wk 0 / 0 -16 1" LOT 4 - 96.1 LOT 15 - 88.8 / 16 -26 1 1/4" LOT 5 - LOT 16 - 86.8 26-35 1 T / 1/2" 22 -7 22 -9 35 -50 2 "1/2 LOT 5 - 102.3 LOT 17 - 84.8 1 „ ,� X 19 1 LOT 7 - LOT 18 - 83.4 s I 1,5 S 1.5 �NNDSCAPe LOT 8 - 103.8 LOT 19 - N �, � � � fNEDfTTg4'cti LOT 9 - 104.1 LOT 20 - DAVID EVANS 22 -4 `r- / I.i� �� j ,o� LOT 10 - 103.9 LOT 21 - AND ASSOCIATES, 14,9 / 8 °� LOT 11 - 103.0 LOT 22 - 80.5 �"� I �'�' 11 5 / .. / signature 7676 HAZARD CENTER DRIVE, SUITE 880 / 1911 an Date 9/30/98 SAN DIEGO, CA 92108 (619) 260 -3420 22 -2 /4 / 1,5 ' mr Dat,10/30/97 \P 40' 0' 40' 80' 120' 19.1 / 1 4 CALL GRAPHIC SCALE: 1 " =40' 1.5 / 1 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE PROTECTION DESIGNED BY N Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. FUREY DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IRRIGATION PUNS FOR: TM 89 -291 MONUMENT. HORIZONTAL AS SHOWN APPROVED BY. ------------- - - - - -- DATE: BY: � C �-ww� BY: LOCATION: STA. 64+24 EL CAMINO REAL t2 -02 -97 1- '- RECORDED FROM•S.D. CO. VERT. CONTROL.PI3.105 AS SHOWN R.C.E. NO: 3058 DATE: `Zw`9 DATE: LE U CAD IA HIGHLANDS 4595 - G -/A VERTICAL DA 7E' - - -_ -- MES P. BENEDETTI ELEVATION: 120.20 DATUM: M.S.L. - -- NDSCAPE ARCHITECT EXP: 06/30/98 SHEET 4 OF 8 WORK PROJECT N0. TM 89 -291 DESIGNED BY: DATE: 10 -13 -97 FILE: L &ISHT6.DWG SCALE: 1" = 40' PROJECT MGR.: FUREY JOB NO.: r v 391.06' 15' STORM DRAT \ 10' WIDE DG TRAIL IRRIGATION LEGEND EASEMENT \\ (SEE LANDSCAPE PLANS FOR ADDITIONAL DETAILS) PROJECT AREAS INSIDE THE BIOBARRIER WALL, WILL HAVE A PERMANENT AUTOMATICALLY CONTROLLED IRRIGATION SYSTEM, AREAS OUTSIDE OF THE BIOBARRIER � \ � . . . . . . WALL THAT ARE DISTURBED WILL RECEIVE A TEMPORARY AT GRADE IRRIGATION SYSTEM. THE SYSTEM WILL BE MANUALLY ACTIVATED AND UNDER THE CONTROL OF THE PROJECT BIOLOGIST. ONCE THE SUSTAINABLE NATIVE VEGETATION IS ESTABLISHED, THE PIPING WILL BE REMOVED FROM THE SITE UNDER THE GUIDANCE 0- 1 10-2 OF A MONITORING BIOLOGIST AND WITH WRITTEN CONCURRENCE WITH THE CITY OF ENCINITAS COMMUNITY DEVELOPMENT DEPARTMENT. IT IS EXPECTED THAT THE 00 00 19.8 20.0 1 IRRIGATION SYSTEM WILL BE REQUIRED FOR NO MORE THAN THREE YEARS. ' \ 3 r -2 \ 9� ��� 10 -1 17.1 �.: 313 1N �.0 1.0 ,' J 314 ® 1 �� � � 13.8 ,,, � LOT 23 w 1.0 3/4 1 1sDR o .. � cr \ cp d O v 1 OPEN SPACE '� 0 ,,i' 2:1 3 5.81 'I ' I C-A �♦3�5 \ PF 5,8 ` 00 OQ ♦ uj I 1 / O \ 1 328 1 1/4 1 o 634 1 /� 0 ° -2 a 26' 0• g6, / 8.5 S1� 59�� w 7 LOT 23 200. ; / ° 66� 275 6 -3 1 3Z C .>to. $ �� , , 3/4" M.75 r ; OPEN SPACE srd e 'So 8 -'1` 'o 1 % 9 / �o ° /. 1 1 1 .75 0 `, 06 328.5 1 1 6 -4 N, 41.59' 11 284.493' N �8 / 3Q C OX� / / > 3 • s 1 S 15/ SEWER I/ J ! ROPOS�D -"$ PV .c / 0 i 3 4 /4 6�SEMENT ! �����_ 1 EWER - SE�'� O �` /� 3 ,� 1 1 -2 i� ^dry J r�� �� J 1 P75 / / ! IMPROVEMENT PLAS. 4" / 0 3.2 1 1 -2 ^�, / 1 3.2 1 1 -6 / JJ El (3/4 ° i ti0 ! L O ' 75 cO -3 o ti ./b O 1 .J J 33 Q' FP_ / / r 11-5 50111.0 6 -2 8 ; �l ! -335.8 I ` -_- --_ \ \ Q / / p ---� /.4'• 4_ ' �X© 50 ! W w / _ ! o s / .X . / 28. 7 5 -2 1 1.2 3 = 3 s� 10 1.5 1 1 -4 ' i 5 -1 21.3 O.5 o 5.8 3 47 0.75 `° - - GRADING AS NECESSARY / I J 3/4" 3 FOR INSTALLATION OF SEWER J 3¢2S I I - - o (CONTRACTOR TO RESTORE AREA PO TO ORIGINAL CONTOU)W) �s FP =338.0 OT 5 ' ' ► 1 w c-_ L SUBORA /N (IF REON/RED J! /( % 4 -1 P =342. g V I 2.1 340 / 1 1 QQVI o \ BY SOILS REPORT)I �p J p 12.4 1 I F /LL C1 1 1.0 i Z1 J -------------- - - -- j4" I + 2 J CUT 338.6 J • g o° ! w 311 Q FP =343.0 �� -- / (♦ � - - - - -- - ------ - - - - -- - --------------- -- - - - - -- 3/4 s y 344 0 �\ o w 6� Of --1 ---- ` 30.0 .. `. I cp \� - ' , ' �L = II , 1 A 1 24 FP =345.0 346. \ cp- J25.0 _ 2. 5.0 326.0 1 \^ ♦ 1.0 1 \ / - 4 -4 .75 ♦ `35 -1 1 13 -2 \ / 0 -6 6.45 7 5 \ Q \ °. FP =350.0 ` .2 20.3 0 F w °- \ 1.5 25' 9.4 75 /LL s \ 29 1 )J,51.0 1 \ Jr 7 CUT ' Q >'s \ �� - - - - -- "-- - - - -4° 4" 0 / 1 3/4 W\ 5� R� \ - 4„ „2: 1314" 1 461147' - - - - - -- \��3 / � ------ - -- -'" 2) E�"' - -- - 4---- - - - - -- 357.0 1 130.35' �A.3 t / 1 1.0 \ �_ ° FP =356.0 r p ° 4�&- \ a,_ \ \ \ i 1 1 / N - / CD `�\\ ----------- �\ \ C \ \ ;361 •° 1 1 � �ANDSCAPF qR FP =360.0 1 3 0.00 C T(PICAI 11 14 -1 1 14 -2 3� {°0 ` 1 1� [�p 1 14.8 1 14.8 ' 1 /4') 361.0 .0 1.0 Signature :+ \ r ___ �' en Date a so ae FILL � a \ `j - -- - - 1 \ CUT 3% 3 24.94' Srq' OF CA0.- DA ID EVANS °0 ` T76 D ASSOCIATES, \ 5 -�- '- � �4" 1 � °° t A#4TCH UNE - SEE SHEET 6 HAZARD CENTER DRIVE, SUITE 880 SAN DIEGO, CA 92108 (619) 260 -3420 \ / N 2q FP =351.0 %, + I �_ CU2i 1 40' 0' 40' 80' 120 I 01 �` �1 1 GRAPHIC SCALE: 1"=40' 325.0 LO/ 1,5 i REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE PROTECTION DESIGNED BY wr1 Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 7=77 DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IRRIGATION PUNS FOR: TM 89 -291 MONUMENT. HORIZONTAL AS SHOWN APPROVED BY ----- _---------- _ -_ - -_ DATE: 12 -02 -97 BY: �f C. �� BY: LOCATION: STA. 64 +24 EL CAMINO REAL - v LE U CA D I A HIGHLANDS 4595 - G -' /A RECORDED FROM-S.D. CO. VERT. CONTROL.PG.105 AS SHOWN R.C.E. N0: 3058 DATE: 2 -Z - VERTICAL MES P. BENEDETTI - L- --�-gl DATE: ELEVATION: 120.20 DATUM: M.S.L. DA ___________ ____ __ NDSCAPE ARCHITECT EXP: 06/30/98 SHEET 5 OF 8 WORK PROJECT NO. TM 89 -291 NOUN DESIGNED BY: DATE: 10 -13 -97 FILE: L &ISHT7.DWG SCALE: 1" = 40' PROJECT MGR.: FUREY JOB NO.: lqp C7 PLANTING NOTES All Landscape and Irrigation shall conform to the City of Encinitas Water Efficient Landscape Landscape Contractor shall maintain all plantings for a period of sixty (60) days after completion. Lotus scoparius Ordinance and all other applicable City of Encinitas and Regional standards for landscape and maintenance All areas shall be kept clean, watered, and weed -free. All dead or dying plants shall be replaced during the maintenance period. Landscape Contractor shall maintain the site in a clean condition, Lupinus bicolor The plans indicate the proposed limits of grading. Coordinate with the General Contractor for any removing all unused material, trash, and tools. Landscape Contractor shall fill, recompact, and Mimulus aurantiacus over graded areas. It is the intent of these plans that all areas disturbed by grading shall be planted. replant settled or low areas that are eroded or retain standing water. Salvia columbariae Contractor shall remove all trash, clippings, rocks 1" and large in diameter, and other debris to a Contractor shall contact Owner prior to completion of construction and again prior to completion of Plantago insularis var. fastigata depth of 6" from planting area. maintenance period and arrange a walk through of the work. The Owner shall accept in writing all Bromus hordaceus "Blando" Lasthenia californica work prior to the beginning of the maintenance period and again prior to the end of the maintenance DESCRIPTION• LOCATION RECORDED FROM: ELEVATION: DATUM: M.S.L. Contractor shall maintain minimum drainage in all planting ,areas to eliminate puddling or standing period. RECOMMENDED APPROVED may/ 8Y: �i e BY' C/ 2 DATE: [ �H -77 DATE: water. Preserve all drain swales during construction and locate all trees and shrubs out of swales 6.0 and a minimum of 18" from drain inlets. See grading plan for finish grades and drainage. At between the 20th and 25th day and the 45th and 50th day of the of sixty (60) day maintenance Encelia californica period, apply Gro -Power Hi- Nitrogen (14 -4 -9) fertilizer only to all areas planted with rooted Contractor shall apply "Round -up" herbicide per manufacturer's specifications only to irrigated cuttings at the rate of 25 pounds per 1,000 square feet and wate, thoroughly. slopes 10 days prior to commencement of any seeding or planting. Contractor shall irrigate site for No fertilizer, however shall be used in open space natural areas. 5 days prior to herbicide application. Herbicide applicator shall be licensed by the State of Planting guarantee: 1. All trees shall be guaranteed to grow in a healthy, upright manr,er for a period of not less than SHEET 6 OF 8 California. 1.0 w 2 copies of receipts of deposit Thirty days after award of contract, the Contractor shall provide two O p p p one year. 2. All other plants shall be to be in a healthy growing condition at the end of the 60 day P 9 from plant material suppliers to the Landscape Architect for his acceptance indicating which, if any, maintenance period. selected plant materials are being contract grown and where they are being grown. Contractor Seed shall be mixed in the presence of the Landscape Architect. Seed shall be added to the shall provide two (2) copies of photos (minimum 3" x 3 ") of trees tagged for this project. HYDROSEED MIXES hydra- seeding equipment in the presence of the Landscape Architect. When premixed seed COMPONENTS Application Rate from containers is added to hydro- seeding equipment, the entire contents of the containers shall Prior to planting, irrigation system shall be fully operational and all planting areas shall be watered Ecology Controls "M" Binder 100 Ibs /acre be used in preparing the hydro - seeding mixture. Partial use of a container of premixed seed will to a depth of 6 ". All planting areas shall be thoroughly watered immediately after planting. The virgin wood fiber mulch 2000 Ibs /acre not be permitted in a hydro- seeding mixture. Contractor and Irrigation Operator shall only apply enough water to promote healthy plant growth. Sarvon 6 gal /acre At no time will the Contractor or Irrigation Operator apply water at a rate or frequency that causes Seed Mix (see below) Seed Mix Zone Over Private Fiber -- Fiber shall be produced from natural or recycled (pulp) fiber, such as wood chips or water runoff or soil saturation. Seed Mix Zone A -1 Storm Drain in Open Space similar wood material or from news print, chipboard, corrugated cardboard or a combination of Botanical Name Lbs/acre Botanical Name Pounds per acre these processed materials, and shall be free of synthetic or plastic materials. Fiber shall not The Contractor shall take a minimum of four soil samples, after finished grades have been Lasthenia californica 2.0 Artemisia californica 5 contair. more than 7% ash. and shall be otherwise non -toxic to piant or animal life. Fiber shall achieved, as directed by Landscape Architect. Samples shall be submitted to a soils laboratory, Lupinus succulentus 6.0 Eriogonum fasciculatum 5 have a water holding capacity by weight of not less than 1,200 %. Fiber shall be of such acceptable to the Landscape Architect, for testing. The tests shall indicate, but not limited to; Plantago insularis var. fastigata 5.0 Baccharis sarathroides 1 character that it will disperse into a uniform slurry when mixed.with )Nater. Water content of the Organic matter content N, P, K Bromus hordaceus "Blando" 5_0 Encelia californica 3 fiber before mixing into slurry shall not exceed 15 % of the dry weight. Moisture content shall be marked on fiber packaging. Fiber shall be colorer' green, and shall not stain concrete or painted Total Seed Mix 18.0 Eriophyllum confertiflorum 1 rf pH EC Soil texture (silt, clay, sand) Recommendations for amendments, leaching, and maintenance fertilization. Final soil preparation and amendments will be specified by the Landscape Architect based on the soils report. No soil preparation or planting of any plant material shall be started until Landscape Architect specifies final soil amendments and preparation. The following soils preparation specifications are for bidding purposes only. All areas to be planted shall be treated with "Sarvon" soil penetrate at the rate of six (6) gallons per acre. Only areas to be planted with rooted cuttings shall have the following amendments spread 1 00 square feet. r in he soil surface per 0 evenly and eked into p q A. 100 pounds agricultural gypsum. B. 20 pounds soil sulfur Leach the soil with the application of 6 to 8 inches of water. After leaching, only areas to be planted with rooted cuttings shall have 20 pounds iron sulfate spread evenly and raked into the soil surface per 1,000 square feet. Contractor shall submit two (2) copies of all amendment quantity receipts to Landscape Architect and Owner for acceptance. Plant backfill for native shrubs shall be 75% site soil free of rocks and debris larger than 2 inches in diameter, and 25% commercially available compost Plant backfill for ornamental trees and shrubs shall be 75% site soil free of rocks and debris larger than 2 inches in diameter, and 25% Landtech Composted Contractors Blend by volume, with 2 pounds iron sulfate and 3 pounds agricultural gypsum added per cubic yard of backfill mix. Since materials containing, iron will stain, take care that soil containing iron sulfate shall not come in contact with concrete or painted surfaces. Only ornamental trees and shrubs shall receive Gro -Power Planting Tablets (12 -8 -8) seven gram planting tablets shall be placed in each planting hole, adjacent to rootball within the top 3 inches of backfill, at the following rates: 1 tablet per 4" pot or flat size rooted cutting 3 tablets per 1 gallon container 9 tablets per 5 gallon container 12 tablets per 15 gallon container 3 tablets per each 4 inch of box container Do not damage plant root ball during transportation or planting process. Plants with girdling or encircling roots shall not be planted. Wilted plant material shall not be planted or used on the project. Plant material may be rejected at any time by the Landscape Architect due to conditions, form, or damage before or after planting and throughout the maintenance period. The Landscape Architect shall accept final placement of all trees and shrubs prior to planting. Trees planted. within fifteen (15) feet of any walks, curbs, or paving shall be planted with root barrier per detail. All vines shall have nursery stakes removed and shall be attached to wall or fence with vine ties acceptable to Landscape Architect. Crown of plant shall be slightly higher, after settling, than adjacent soil. All trees shall be of adequate caliper to stand without support. All nursery stakes shall be removed from trees prior to the end of the maintenance period. The Contractor shall double stake trees 15 gallon size and larger unless otherwise noted. The Contractor shall be responsible for the.tree's stability for the length of the guarantee period. All specimen trees larger than 15 gallon in size shall be established in their boxes for no less than four months before delivery to the site. All shrub planting areas shall be planted or seeded with ground cover at spacing indicated in ground cover legend. All shrub planting areas with a slope of 3:1 or less shall receive 3" of shredded fir bark as a top dressing. Plant all trees and shrubs according to details. All areas planted with rooted cuttings, not seeded, shall be treated with Ronstar, Surflan, or other pre - emergent weed control according to the manufacturers specifications. Contractor shall submit 2 copies of manufacturers product literature and application procedures to the Landscape Architect for review and acceptance prior to application. Hydroseeding Fiber mulch shall have a moisture content that is not more than 12 %, and shall contair not more than a 2% ash content. Green dye shall be a non- staining dye. Binding agent shall not be a part of the mulch but shall be added separately. Binding agent must be uniformly dispersed in the slurry and not clump. Hydraulic equipment used for the application of the seed, fertilizer, and slurry of prepared cellulose fiber shall have a built -in agitation system, and shall be thoroughly cleaned of seed, etc., prior to Zing and application of hydroseed mix. The slurry distribution lines shall be large enough to prevent clogging and shall be equipped with a set of hydraulic spray nozzles which will provide a continuous non - fluctuating discharge. The slurry tank shall be mounted on a traveling unit which will place the slurry tank spray nozzles within sufficient proximtyto the areas to be seeded. Preparation of the hydroseed mix shall take place at the site and shall be applied immediately after mixing. The operator shall spray the areas with a uniform, visible coat by using the green color of the fiber mulch as a guide. The slurry shall be applied at the required rate per acre, Any container - stock planted on the treated slope will be cover to prevent slurry coating of the plants. Materials: Seed. -- Legume seed shall be pellet- inoculated with a viable bacteria compatible for use with that species of seed. All inoculated seed shall be labeled to show the weight of seed, the date of inoculation, and the weight and source of the inoculant materials. The inoculation shall be as provided in Bulletin 842 "Range- Legume Inoculation and Nitrogen Fixation by Root - Nodule Bacteria" of the University of California, Division of Agricultural Sciences, and shall be added at the rate of 5 pound of inoculant bacteria per 100 pounds legume seed. Legume seed shall be sown within 30 days of inoculation or shall be reinoculated poor to application. Legume seed may be pellet- inoculated by methods other than the provisions in said Bulletin 842 provided the following conditions are fulfilled: 1. The method of inoculation shall be approved by the Landscape Architect poor to inoculating the seed. 2. Inoculant shall be added at the minimum rate of 5 pounds of inoculant bacteria per 100 pounds of legume seed (exclusive of adhesive material to secure the inoculant to the seed). Commercially inoculated legume seed shall be delivered to the job site in unopened separate containers. A sample of not less than 2 ounces nor more than 4 ounces of inoculated seed will be submitted to the Landscape Architect for a•ceptance from the seed containers for each legume. 5 su ace4. 3 Commercial Fertilizer -- commercial fertilizer for erosion control shall have a minimum 0.5 guaranteed chemical analysis of 0 % nitrogen, 36 % phosphoric acid and 0 % water soluble l 5 potash, with 19 % "popcorn suhur. 5 S^abiiiz'ng Emulsion -- Stabilizing emulsion shall be an organic derivative such as a gum or b � • semi - refired seaweed extract or other similar product or processed organic adhesive used as • sail binder that allows water and air to penetrate. The film shall be non - flammable and shall have an effective Me of at least one year. Stabilizing emulsion shall be non -toxic to plant or animal life and non - staining to concrete or painted surfaces. Stabilizing emulsion shall be miscible with water at 'he time of mixing and application Application -- Seeding materia:s shall be app i• ed in 4 separate app lications as follows: The first application shall consist o'. dry applying iegume seed at the rate of 14 pounds per acre (slops measurement). The second application shall consist of hydro- seeding the following mixture in the proportions indicated: Component Applicatior Rate Fiber mulch 1 700 ibs / acre Commercial fertilizer 350 Ibs / acre Seed mix 23 I'os / acre including Cearothus verrucosus seed 2+ Ibs / total The third application shalt consist of applying straw at the rate of 2 tons per acre ( s!ope measurement). Incorporation of straw will not be required. The fourth application shall consist of hydro - seeding the following mixture in the proportions indicated: Ccmpoant Applica:ion Rate Virgin wood fiber mulch 300 tbs / acre Ecology Controls "M" Binder 190 Ibs / acre The ratio of total water tc total stabilizing emulsion in the mixture shall be as recommended by the manufacturer of the emulsion, but shall not exceed 12 gallons of water to each pound of stabilizing emulsion solids specified. Seeding materials shall not be applied in an area until final grading in that area has beer completed. All applications, however, shall be completed before the start of the plant establishment psriod. Where seeding is started in an area, all applications shall be completed in that area on the same working day. The second application shall be applied within 30 minutes after the seed has been added to the mixture. Seeding material shall only be applied between November 1st and the following March 1st, ROOT BARRIER OCurb, walk, or other hardscape material. 02 Biobarrier root control system install per manufacturers instructions. Install a minimum of 15 ft. beyond tree trunk or encircle planting area. telephone (800) 352 -6776. OPlanting area Note: Do not install adjacent to deepened footings. see grading plan U3. z r << ?Yi,< <Y2 rl E io t i i ORootball set I" above finish grade. OBackfill mix - see planting notes OFertilizer tablets Lotus scoparius Seed Mix Zone B -1 DATE Lupinus bicolor Botanical Name Lbs/acre Mimulus aurantiacus Plantago insularis var. fastigata 5.0 Salvia columbariae Bromus hordaceus "Blando" 5.0 Plantago insularis var. fastigata Eriophyllum confertiflorum 1.0 Bromus hordaceus "Blando" Lasthenia californica 5.0 DESCRIPTION• LOCATION RECORDED FROM: ELEVATION: DATUM: M.S.L. Lotus scoparlus 8.0 RECOMMENDED APPROVED may/ 8Y: �i e BY' C/ 2 DATE: [ �H -77 DATE: Lupinus bicolor 6.0 Salvia columbariae 2.0 Encelia californica 3.0 Mimulus aurantiacus 5 Artemisia californica 5.0 Eriogonum fasciculatum 5.0 SHEET 6 OF 8 Baccharis sarothroides 1.0 Total Seed Mix 41.5 Hydroseeding Fiber mulch shall have a moisture content that is not more than 12 %, and shall contair not more than a 2% ash content. Green dye shall be a non- staining dye. Binding agent shall not be a part of the mulch but shall be added separately. Binding agent must be uniformly dispersed in the slurry and not clump. Hydraulic equipment used for the application of the seed, fertilizer, and slurry of prepared cellulose fiber shall have a built -in agitation system, and shall be thoroughly cleaned of seed, etc., prior to Zing and application of hydroseed mix. The slurry distribution lines shall be large enough to prevent clogging and shall be equipped with a set of hydraulic spray nozzles which will provide a continuous non - fluctuating discharge. The slurry tank shall be mounted on a traveling unit which will place the slurry tank spray nozzles within sufficient proximtyto the areas to be seeded. Preparation of the hydroseed mix shall take place at the site and shall be applied immediately after mixing. The operator shall spray the areas with a uniform, visible coat by using the green color of the fiber mulch as a guide. The slurry shall be applied at the required rate per acre, Any container - stock planted on the treated slope will be cover to prevent slurry coating of the plants. Materials: Seed. -- Legume seed shall be pellet- inoculated with a viable bacteria compatible for use with that species of seed. All inoculated seed shall be labeled to show the weight of seed, the date of inoculation, and the weight and source of the inoculant materials. The inoculation shall be as provided in Bulletin 842 "Range- Legume Inoculation and Nitrogen Fixation by Root - Nodule Bacteria" of the University of California, Division of Agricultural Sciences, and shall be added at the rate of 5 pound of inoculant bacteria per 100 pounds legume seed. Legume seed shall be sown within 30 days of inoculation or shall be reinoculated poor to application. Legume seed may be pellet- inoculated by methods other than the provisions in said Bulletin 842 provided the following conditions are fulfilled: 1. The method of inoculation shall be approved by the Landscape Architect poor to inoculating the seed. 2. Inoculant shall be added at the minimum rate of 5 pounds of inoculant bacteria per 100 pounds of legume seed (exclusive of adhesive material to secure the inoculant to the seed). Commercially inoculated legume seed shall be delivered to the job site in unopened separate containers. A sample of not less than 2 ounces nor more than 4 ounces of inoculated seed will be submitted to the Landscape Architect for a•ceptance from the seed containers for each legume. 5 su ace4. 3 Commercial Fertilizer -- commercial fertilizer for erosion control shall have a minimum 0.5 guaranteed chemical analysis of 0 % nitrogen, 36 % phosphoric acid and 0 % water soluble l 5 potash, with 19 % "popcorn suhur. 5 S^abiiiz'ng Emulsion -- Stabilizing emulsion shall be an organic derivative such as a gum or b � • semi - refired seaweed extract or other similar product or processed organic adhesive used as • sail binder that allows water and air to penetrate. The film shall be non - flammable and shall have an effective Me of at least one year. Stabilizing emulsion shall be non -toxic to plant or animal life and non - staining to concrete or painted surfaces. Stabilizing emulsion shall be miscible with water at 'he time of mixing and application Application -- Seeding materia:s shall be app i• ed in 4 separate app lications as follows: The first application shall consist o'. dry applying iegume seed at the rate of 14 pounds per acre (slops measurement). The second application shall consist of hydro- seeding the following mixture in the proportions indicated: Component Applicatior Rate Fiber mulch 1 700 ibs / acre Commercial fertilizer 350 Ibs / acre Seed mix 23 I'os / acre including Cearothus verrucosus seed 2+ Ibs / total The third application shalt consist of applying straw at the rate of 2 tons per acre ( s!ope measurement). Incorporation of straw will not be required. The fourth application shall consist of hydro - seeding the following mixture in the proportions indicated: Ccmpoant Applica:ion Rate Virgin wood fiber mulch 300 tbs / acre Ecology Controls "M" Binder 190 Ibs / acre The ratio of total water tc total stabilizing emulsion in the mixture shall be as recommended by the manufacturer of the emulsion, but shall not exceed 12 gallons of water to each pound of stabilizing emulsion solids specified. Seeding materials shall not be applied in an area until final grading in that area has beer completed. All applications, however, shall be completed before the start of the plant establishment psriod. Where seeding is started in an area, all applications shall be completed in that area on the same working day. The second application shall be applied within 30 minutes after the seed has been added to the mixture. Seeding material shall only be applied between November 1st and the following March 1st, ROOT BARRIER OCurb, walk, or other hardscape material. 02 Biobarrier root control system install per manufacturers instructions. Install a minimum of 15 ft. beyond tree trunk or encircle planting area. telephone (800) 352 -6776. OPlanting area Note: Do not install adjacent to deepened footings. see grading plan U3. z r << ?Yi,< <Y2 rl E io t i i ORootball set I" above finish grade. OBackfill mix - see planting notes OFertilizer tablets O4 Non - organic ammended DATE backfill. compact to 90% SC. iLE 6 inch minimum O2x root ball diameter OFinish grade SLOPE PLANTING i%X%ysaX%X %y err„rgrr„rr,�r •; �rsryryrir ....... ss$ritar• • � � •: �'• .. Vr�s .: 2! O i 1 EI D 3 6" mini :4 1 —D' Tree rootball �J ;' O2 Backfill mix - see planting i i 5 notes i ' " "'' "U, 3 Fertil' fz`,` ' Vii;,;, > >�e`r izer tablets O 1 :.• rrgrjr . �<: 4 Non organic ammended ' [rrrr '• a < >AA A. � ° 2 �� • • ,.,.;• backfill. compact to 90 /° rytrr .'. :. ;ran. x •z` Ys �1 O Irrigation well. 6 inch diameter perforated drain line with cap. rr r r r a� Wrap with filter fabric. 4 s,t F Fill with i8 inch crushed rock .., 3 c,,rrrt See irrigation details also. ♦ >j>�>A tV IU C,jr�yY <Y r�rA te< tV <•: Cl r3 1.2 >R ix :x tx l >A rA Yin 2x rootball diameter TREE PLANTING with IRRIGATION WELL Tree Staking IS } 2 inch dia. x 10 ft. pressure 1 treated Ind a P ole tree stake. 9 Do not disturb root ball. / "Cinch Ties" installed per `-- , manufacturers direction. 3 Stake 12 inches min. into undisturbed soil. See planting detail also REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SC. iLE DESIGNED BY I DRAWN BY HECKED BY APPROVALS CITY O F E N C I N I T A S DRAWING NO. - .S-BU�L S'al DESCRIPTION• LOCATION RECORDED FROM: ELEVATION: DATUM: M.S.L. HORIZONTAL VERTICAL N/A PLANS PREPARED UNDER SUPERVISION OF DATE: 12 -02 -97 • 3058 J ES P. BENEDETTI R.C.E. NO. DSCAPE ARCHITECT EXP: 06/30/98 RECOMMENDED APPROVED may/ 8Y: �i e BY' C/ 2 DATE: [ �H -77 DATE: LANDSCAPE NOTES & DETAILS ( j (1.., � L E V A D I A HIGHLANDS WORK PROJECT N0. 4555-6 I P1 SHEET 6 OF 8 DESIGNED BY DATE. FILE' SCALE: i'• = 40' PROJECT MGR.:FUREY JOB NO.: 11588.00 b r -i1 V IRRIGATION NOTES The irrigation plan is diagrammatic only. All equipment, i.e. controller, valves, heads, piping, etc. are shown in approximate locations only. Contractor shall verify site conditions including utilities, structures, and services prior to beginning any work. Contractor shall notify Landscape Architect Immediately of any discrepancies in existing conditions or within the plan prior to beginning the work. Do not willfully install any equipment as shown on the plans when it is apparent in the field that conflicts with structures, utilities, pedestrian or vehicular circulation, or other unknown conditions exist that were not evident at the time these plans were prepared. Any such conditions shall be brought to the attention of the Landscape Architect prior to beginning any work or the Irrigation Contractor shall assume all responsibility for any field changes deemed necessary by the Landscape Architect. The Contractor shall Drotect in place all existing utilities, structures, and services to remain on and adjacent to the project site during construction. A separate plumbing permit and inspection will be required for the installation of the irrigation system shown onthese drawings. The Landscape Architect shall accept the location of all equipment prior to installation . All valves and other irrigation equipment shall be located in planting areas. All piping shall be located in planting areas except where not feasible to do so. Connections to existing systems shall be made with care. It is intended that the Contractor shall install systems that are complete and functioning properly in every way. All irrigation shall conform to the "City of Encinitas Water Efficient Landscape Ordinance" and all other applicable City, County, and Regional standards for landscape and maintenance. All irrigation equipment not otherwise detailed or specified shall be installed as per manufacturers recommendations and specifications. Contractor shall be responsible for damage to plant material due to system failure during installation and during the maintenance period. All piping shall be sleeved with P.V.C. Sch. 40 twice the diameter of the working line where it passes under paving. Galvanized Sch. 40 sleeves shall be used on all crossings at concrete benches or ditches. Contractor shall be responsible for sleeves and chases under paving, unless otherwise noted. Control wire shall be sleeved separately from mainline when passing under paved areas. Sleeves shall extend a minimum of 12" past the edge of paving. Contractor shall verify static water pressure. If pressure is not as indicated, notify the Landscape Architect prior to beginning and work. Design is based on pressure information received from the Olivenhain Municipal Water District (753 -6466) at the time of design. Landscape Architect shall not be responsible for any errors or omissions which have been incorporated and a result. System design assumes 3/4" water meters as point of connection unless otherwise noted. Install and adjust pressure reducers as necessary to achieve optimal operating pressure according to manufacturers specifications. Irrigation Subcontractor shall coordinate with the General Contractor for 120V AC power to the controllers. The Irrigation Subcontractor shall be responsible for the final connection from the electrical source to the controller. All connections shall be made inside the controller pedestal. Backflow prevention devices shall be installed, inspected, and tested according to local governing codes, regulations, and manufacturers specifications. All pressure mainlines shall be installed at eighteen (18 ") inches deep in landscape areas and thirty six (36 ") inches deep under vehicular paving, and all laterals at fifteen (15") inches deep. Install in planting areas where ever possible. Backfill pipe trenches with soil free from debris and rocks that may damage irrigation pipe or equipment. Compact all backlill to prevent settlement. If settlement occurs Contractor shall make all repairs at his own cost. Metallic backed location tape shall be installed along the entire length of sleeves under vehicular areas, 12 inches directly above the sleeve. Tape shall be marked "IRRIGATION" in two inch capital letters every three feet along the tape. All Irrigation head risers shall be schedule 80 PVC and all fittings shall be schedule 40 PVC unless otherwise noted. All threaded pipe connections made to slip -joint PVC pipe shall be made with a PVC female adapter. All threaded adapters and PVC fittings shall be "Dura" deep socket type. Remove burrs from pipe ends prior to connecting or solvent welding. Flush all pipe clean prior to installing sprinkler nozzles. No close nipples or crosses shall be used Prior to backfilling irrigation lines: A. All mainlines in the system shall be capped and pressure tested at 125 P.SJ for a period of four hours. Any leaks found shall be corrected by removing the leaking pipe or fittings and installing new material in place. B. All laterals shall be pressure tested at design pressure for one hour. C. The contractor shall not allow nor cause any of his work to be covered or enclosed until it has been inspected, tested, and accepted by the Landscape Architect. All automatic valves, gate valves, quick couplers, and control wire pull points shall be installed in Carson, Ametek, or equivalent valve boxes, no more than one per box, with locking covers, acceptable to Landscape Architect. All lids shall be marked indicating controller and station number for control valves and /or as titled in the equipment legend with 1" high permanent letters. Locate in shrub or ground cover planting areas, not in lawns, with one half (112) cubic foot of pea gravel beneath the valve. When installed adjacent to walks, curbs, etc., butt valve boxes to those hard edges. All low voltage wire shall be solid copper #14 OF direct burial type, U.L. approved Pilo! wires shall be a single color for each controller and all common ground wires shall be white. Provide an additional pilot wire to the end of the mainline run in to directions from the controller Control wire shall be taped at 10 foot intervals and placed beneath mainline. Provide a 24" coil at each direction change and at each end of a sleeve. All splices and connections shall be made with waterproof connectors in pull boxes All irrigation sprinkler heads shall be installed on pop -up bodies. Valcon 5000 series anti -drain valves shall be installed under each sprinkler head to prevent drainage after valve is closed where ADV is not integral to sprinkler. Contractor shall provide reduced radius arc plates or spray adjusting strainers as necessary to eliminate overspray onto buildings, walls, fences, streets, walks, or drives. Do not install shrubs, trees, or other plant material where they will block irrigation heads and prevent adequate coverage. When the sprinkler system is completed, the Contractor in the presence of the Owner's Representative and Landscape Architect shall perform a coverage test of water afforded the planting areas to verify that it is complete and adequate. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage at his own cost. Obtain coverage test acceptance prior to beginning any planting. Contractor and irrigation operator shall only apply enough water to promote healthy plant growth. At no time will the Contractor or irrigation operator apply water at a rate or frequency that causes water runoff or soil saturation. Contractor shall maintain the system fora period of ninety (90) days. Contractor shall guarantee the entire irrigation system to be free of defects in workmanship and materials for a period of one (1) year from final acceptance. Any defective equipment , materials, or workmanship shall be replaced or corrected by the Contractor at no additional expense to the Owner. Contractor shall furnish to the owner a complete set of reproducible "As- Built' drawings and two prints showing exact dimensioned locations of mainlines, backflow preventers, sleeves, valves, and quick couplers. Contractor shall supply two (2) each swivel hose ells, cover keys, and valve keys, for quick couplers and two (2) valve box lid unlocking tools. These are to be delivered on or before final inspection. A reduced irrigation plan indicating all circuits and their valve sequence shall be waterproof laminated and mounted inside the controller enclosure. Contractor shall keep the premises clean and free of excess equipment, materials, and rubbish incidental to his work. J Quick Coupler Valve OQUICK COUPLER VALVE WITH LOCKING VINYL DOVER: ORED BRASS NIPPLE ORED BRASS COUPLING ORED BRASS ELL OPVC ADAPTOR OPRESSURE MAIN LINE O1/2 CU.FT. CONCRETE THRUST BLOCK 1�8 3/4" WASHED CRUSHED ROCK OROUND GREEN PLASTIC VALVE BOX WITH COVER. INSTALL 1" ABOVE FINISH GRADE. 10 COMMON BRICK 11 FINISH GRADE. 12 "A" PIA. WIRE COILS- 5xT 5CH40 PVC ELL— I i_4 ■ \ \ /ATr nrl l�l l.f VALVE 13OX • INSTALL 1" ABOVE FINISH GRADE. MARK LID WITH "RCV" AND STATION #. FINISH GRADE PVC MALE ADAPTER - SPECIFIED LINE SIZE TO VALVE THREAD SIZE PVC UNION - SPECIFIED LINE 51ZE PVC LATERAL -SEE PLAN FOR SIZE BRICK SUPPORT - FULL PERIMETER 1 CU. FT. CRUSHED GRAVEL REMOTE CONTROL VALVE 5CH 80 PVC CLOSE NIPPLE - VALVE THREAD 51ZE PVC MAINLINE - SEE PLAN FOR SIZE CONTROL WIRES 5x5 PVC 5CH 40 PVC ELL REMOTE CONTROL VALVE DETAIL P01' -UI' ROIOR 01; SPRAY HEAD PER LEGEND FINISH GRADE 5CH80 PVC STREET" ELL" MARLEX 5TREE1 ELI. - T13E 5CH80 PVC NIPPLE - LENGTH AS KEOT). (8" Mltl.) PVC LATFRAL LINE - SEE PLAN FOR 51ZE "NOTE: 51ZE FOR FITTIHG5 AND NIPPLE 3l -IALL PEE TIiF SAME AS LE INLET SIZE. POP -UP IZ0110IZ OR SPRAY IIF,AD DE7'AiL FINISH GRADE 3,,- = IIII —IIII IIII_IIII��II IIII =� 4 IIII= - -II R�F CLEAN 314" GRAVEL TO BOTTOM OF PIPE o� L ---- -- REMOVABLE PVC CAP, DRILL HOLES TO ALLOW IIII —IIII- FOR SURFACE FLOODING III�III =IIII jt =-_-- PRESS. COMPENSATING III, -IIII= BUBBLER, SEE LEGEND -1 112" SCH 80 PVC RISER, LENGTH AS Ri QU I RED o - FCH 40 PVC 90° El-L �VC LATERAL LINE, DE'iH AS REQUIRED ;--�_ 4" PERFORATED ABS DRAINLINE r DEPTH TO BOTTON OF TREE °__ ROOTBALL DEEP ROOT IRRIGATION WELL REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ' y ,or gay -A 10M I DESCRIPTION_ PL PARED UNDER SUPERVISION OF LOCATION:_ HORIZONTALI `42 RECORDS 0 FROM: N A A ES P. BENEDETTI' Date yERTICAL / R gistered Landscape Architect R.L.A. # 3058 - - El f vA * , ON. nATUM: N"S"L• _ Expires 06 /30/98 APPROVALS RECOMMENDED APPROVED �, C• BY: BY: DATE: /Z Z __q1 DATE: R . Backflow Preventer Ball Valve C OReduced pressure backflow preventer. OBall valves ORed brass nipple ORed brass ell ORed brass union OFinish grade O1 cu.ft. concrete thrust block. Compact subgrade to 90% prior to pouring. OPVC male adapter OPVC pressure main line FINISH GRADE 13ALL VALVE PER LEGEND - LINE 51ZE 5CH80 PVC CL05E NIPPLE 10" ROUND VALVE 13OX PER SPECS. PVC UNION 5CH80 PVC 450 ELLS (4 READ.) -1 F LOv% 5CH80 PVC MAINLINE - 51ZE PER PLAN BRICK SUPPORT - FULL PERIMETER 1 CU. FT..CKUSHED GRAVEL SCH80 PVC MALE ADAPTER - LINE 51ZE TO VALVE THREAD SIZE OController enclosure OAutomatic controller 120v, switch and receptica: O4 Mounting base per Manufacturer O4" concrete base. Install 1" above finish grade. Slope to drain. 06 on all sides minimum. OSch. 40 PVC sweep ell for control wires - size as required. 8O 1" Sch 40 PVC sweep ell for power supply. note - Controller shall be grounded at power supply with ground wire. Automatic Controller ENGINEERING DEPARTMENT /RR /GAT /ON NOTES S DETAILS LEUCADIA HIGHLANDS WORK PROJECT NO. TM 89 -291 WING NO TM B9 -293 4595 - G /A. SHEET 7 OF 8 U s CONSTRUCTION NOTES Construction shall be In conformance with the latest approved edition of the Uniform Building Code, and all Federal, State, County, and Municipal codes and ordinances. All laws, rules, an regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications and their provisions shall be carried out by the Contractor. The Contractor shall be responsible for obtaining all necessary permits required to perform the work indicated herein before beginning work. Contractor shall arrange for payment of any permit fees and related expenses with the Owners authorized representative. The term "NIC" shall be construed to mean that construction work not to be furnished, installed or performed by the Contractor; the term shall mean "Not in this Contract" or "Not a Part of the Work to be performed by the Contractor" except that coordination and /or installation of certain NIC items specified shall be the Contractor's responsibility. Contractor shall be responsible for the finishing of his work in the manner and forms prescribed by the plans and specifications. The Contractor shall carefully study and compare the contract documents and shall at once report discrepancies, conflicts, and omissions in the plans and specifications for the work to the Landscape Architect prior to submitting bid. Failure to do so will not be grounds for future change orders. Contractor shall verify site conditions including utilities, structures, services, etc. prior to beginning work. The location of all existing site conditions shown in these plans is approximate only. The Contractor shall obtain the pertinent Engineering documents before beginning work. The Contractor shall notify the Landscape Architect immediately of any discrepancies in existing conditions or within the plan prior to beginning the work. The Contractor shall protect in place all existing utilities, structures, and services to remain on, and adjacent to, the project site during construction. The Contractor shall repair, at his own expense, all damage resulting from his operations or negligence Contractors are to protect all property and the work of all other trades against damage, or injury caused by his activity and the activity of the Subcontractor. Contractors shall individually warrant for one year, from date of Notice of Completion, all materials and workmanship except as otherwise specified. Contractor shall not make changes nor do extra work without written authorization from the Owner or his representative. The Contractor and his subcontractors are considered to be experts in their respective fields and shall notify the Owner and P &D Consultants, Inc. (P &D) immediately of any work designed by P &D which cannot be fully complied with or guaranteed prior to the installation of the work. The Contractor agrees to assume sole and complete responsibility for job site safety conditions during the course of construction of this project, this requirement shall apply continuously and not be limited to normal working hours, and the contractor shall defend, indemnify and hold harmless the Owner and Landscape Architect from any and all liability, real or alleged, in connection with performance of work on this project. The Landscape Architect will in no way be responsible for how the field work is performed, safety in, on, or about the job site, methods of performance or timeliness of performance of the work. Submission of a bid, will be the General Contractor's, and all his Subcontractor's, assurance that he can construct the project as indicated on the contract documents. The Owner reserves the right to change, increase, or reduce the work as may be necessary. The Owner reserves the right to let separate contracts. Where no construction details are shown or noted for any part of the work, details shall be the same as for other similar work. Construction of walls and fences shall require a building permit. Finishes and colors shall be as per Resolution No. PC 93 -13 "Design Guidelines for Leucadia Highlands" and approved by the Owner. In no case shall working dimensions be scaled from plans, sections, or details on drawings All material shall be new unless otherwise specified. Contractor shall maintain minimum 2% drainage in all planting areas and finish grades shall be raked smooth to eliminate puddling or standing water. See grading plan for finish grades. Landscape Architect shall be notified no less than 48 hours in advance of any site observations or meetings. Site observations shall include, but not be limited to: A. Pre- construction B. Landscape grading C. Landscape construction and forming D. Spotting of trees E. Irrigation equipment location F. Irrigation pressure and coverage test G. Pre- maintenance period inspection H. Post - maintenance period inspection (final) This firm does not practice or consult in the field of safety engineering. We do not direct the contractors operation, and we are not responsible for the safety of personnel other than our own on site. The safety of others is the responsibility or the contractor. The Contractor should notify P &D if he considers any of the recommended actions presented herein to be unsafe. DAVID EVANS_- AND ASSOCIATES, 7676 HAZARD CENTER DRIVE, SUITE 880 SAN DIEGO, CA 92108 (619) 260 -3420 DESIGNED BY: DATE: 10 -13 -97 FILE: L &ISHT6.DWG SCALE: 1" = 40' PROJECT MGR.: FUREY JOB NO.: (D 2 "x4" heart redwood edging on each side of the path. Stake with 2 "x2 "x12" redwood stakes a minimum of 48" on center and 12" from each end of each board. O3 -1/2" layer of stabilized 1/4" minus decomposed granite, available from Kor -Rock, San Marcos, CA, 1 (800) 427 -0572. DG shall be stabilized with a non -toxic organic binder at the rate of 10 lbs. per ton. Path shall be graded, DG placed and watered to its full depth, and compacted with a double drum roller. OCompact subgrade to 95% OFinish Grade Decor no scale L 24" )osed Granite Path Width as Depicted on Sheet 2 & 3 O8x6x16 CMU stucco finish fence. {� 24" x 24" stucco finish CMU column with stucco finish. OConcrete footing per Soils Report. 04 2x8x16 precast concrete cap w/ stucco finish. 0 Finish grade Finished all exposed surfaces with color coating light brown /sandstone compatible with natural surroundings. 0 (V N N Tubular steel fence is optional - to be Installed by Homeowner O7 1" sq. steel tube top and bottom rail. O1" sq. steel tube post @ 4' -0" o.c. max. Og 5/8" sq. steel tube @ 4" D.C. max. All tubular steel shall have continuous weld joints ground smooth. Paint all metal with 2 coats rust preventative primer and 1 coat exterior semi gloss enamel with color to match light brown /sandstone of Bio Barrier wall. Bio - Barrier Wall /Fence no scale O8x6x16 CMU stucco finish fence 24" x 24" stucco finish CMU Ocolumn with stucco finish. OColumn footing per Soils Report. Finished all exposed surfaces with color coating light brown /sandstone compatible with natural surroundings. Project Entry Wall CI no scale OPrecast concrete cap O2x8x16 precast concrete cap w/ stucco finish. OFinish grade 0 O4x4 red cedar post 8'0" o.c. max 300 angle beveled top. 0 2x.4 framed stucco finish fence O3 24" x 24" stucco finish CMU column with stucco finish. OColumn footing per Soils Report OPrecast concrete cap 0 1/2 cu-It. 3/4" crushed rock Finished all exposed surfaces with color coating light brown /sandstone compatible with natural surroundings. Project no scale 1 :�N 0 lV �N- O1" sq. steel tube top and bottom rail ( i" sq. steel tube post @ 4' -0" o.c. max Og 5/8 sq. steel tube @ 4" o.c. max. tG All wood posts shall be Western Red Cedar. Paint all wood member with 2 coats slain to match stucco color. All tubular steel shall have continuous weld joints ground smooth. Paint all metal with 2 coats rust preventative primer and 1 coat exterior semi gloss enamel with color to match light . brown /sandstone of Bic, Barrier wall. View Wall I6,_0" 2,_0" O4" concrete pad OSeatwall - see detail ODecomposed granite path - see detail 8' -0" I Color concrete light brown /sandstone to blend with natural surroundings Viewpoint (Plan View) no scale 181, —1i OConcrete footing O 10x8x16 concrete block O#4 rebar vertical at 32" o.c. O 12x4x16 concrete block O#4 rebar continuous O 2x8x16 concrete cap OCompact subgrade to 95 %. O Finish grade Grout all cells solid. Finish all exposed surfaces with color coating light brown /sandstone compatible with BID Barrier wall and natural surroundings \ Seatwall (Concrete Block) E 3 E 's (V Description of geological and biological features per biologist 1. 2" x 2" SELECET HEART REDWOOD LATTICE SLATS POSITIONED AT 6" O.C. 2. 6" X 6" SELECET HEART REDWOOD JOISTS 3. 2 "X 4" SELECET HEART REDWOOD BEAMS 4. 6" X 6" SELECET HEART REDWOOD BLOCKING 5. 6" X 6" SELECET HEART REDWOOD POSTS 6. LOCKING INFORMATION SIGNAGE CASE; GALV. STEEL CASE PAINTED BROWN, WITH LEXAN VIEW CASE COVER 7. FINISH GRADE 8. 12" X 3 -0" CONCRETE FOOTING (200 PSI MIN. @ 28 DAYS) 9. COMPACTED SUBGRADE (90 %) 10 REDWOOD FACILITY IDENTIFICATION SIGN (4" HIGH LETTERS, STYLE: TIME, ROUTED AND PAINTED WHITE) NOTES 1. ALL WOOD SHALL BE VARNISHED WITH MARINE QUALITY SEMI GLOSS VARNISH (MAN-0-WAR OR EQUAL) 2. CONTRACTRO SHALL SUBMIT SHOPM DRAWINGS FOR FINAL APPROVAL FROM CITY OF ENCINITAS PARK AND BEACH DEPARTMENT. OG Interpretive Display no scale -City of Encinitas a' G.C. 2.112 -J I 1.9716' NAILS SHALL SS 3 INCH MINIMUM OIAM_TZR / / I LOOGEPOL_ PINE IN 0000 CONDITION POST SHALL SE a INCH MINIMUM DIAMETER PENTA TREATEO LOOGEPGLE PINE INGOOO CCNOITICN ALL RAILS TO SE SECURED SY IOP GALS. NAILS TRAIL STANDARDS LOD.Gc ?CLc FENCING AND SPECIE ICA,TIONS HOLodge Pole Wood Fence no scale N 12" X 24" Wood sign stating "Sensitive Biological Habitat Please stay on Trail" 7— v Pentagon Wood Posts Shape 4' Min. All Amur Selected. Backir iii Material Dno scale 2 Sign Mounting Brackets Wood Sign Panel 6!_011 Emil S ..c