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PARK-QGD-7 VICINITY MAP ENCINITAS RANCH SOUTH MESA PROJECT co SITE LEUCADIA BLVD P DE LAS FLO12ES IL ���GARDENS DRIVE STREETSCAPE SOUTH CN PASEO DE LAS VERDES CITY OF ENCINITAS , CA L I F O R N I A DRAWINGS PREPARED FOR: CORNERSTONE COMMUNITIES Cn D D SAN DIEGO, CALIFORNIA rn 1 (r DRAWINGS PREPARED BY: 5 rn 400 . I V Y ENCINITAS BLV z LANDSCAPE ARCHITECTS INC. 434 West Cedar St. Ste. 200 San Diego, California 92101 619.235.5360 619.235.5369 fax ABBREVIATIONS/SYMBOLS COUNTY OF SAN DIEGO - DEPARTMENT OF GENERAL NOTES PROJECT DATA SHEET INDEX ENVIRONMENTAL HEALTH RECYCLED WATER STANDARD PLAN NOTES VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT/OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. O, n INEQ: TITLE SHEET 16 AT 1 . All work shall be done in accordance with San Dieguito Water District's Rules and Regulations. Do NOT SCALE DRAWINGS. V N L_hC CENT R LINE ROl�1D 2. Drinking water fountains and designated outdoor eating areas shall be protected against contact with CORNERSTONE COMMUNITIES LANDSCAPE CONSTRUCTION PLAN 17-I8 u NUMBER - recycled water spray, mist Or runoff. ALL WORK CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE LATEST 4365 EXECUTIVE DRIVE, STE 600 A.C. ASPHATIC CONCRETE 3. Best management practices shall be used to eliminate or control to the best possible; ponding, run-off, PLACE F TTHE AND WITH BUILDDINGCODE REQUIREMENTS AK PPRECEDENCEGOVE12 THE THE SAN DIEGO, CA 92121 LANDSCAPE CONSTRUCTION DETAILS 19 Al C ARC HITECTOMNG over-spray and misting. AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO ARCH BOTTOM PHONE: (619) 458-9700 B.C. BOTTOM OF CURB 4. Hose blbbS are Strictly prohibited. BRING TO THE ATTENTION OF T ARCHITECT ANY DISCREPANCIES OR CONFLICT BETWEEN THE IR RIGATION PLAN 20-21 REQUIREMENTS OF THE CODE AND THE DRAWINGS. FAX: (619 452-3600 B.S. BOTTOM OF STEP 5. Cross - connections between recycled water lines and potable water lines are strict) CONTACT: JACK 12OBSON BLDG. BUILDING Y p y prohibited. REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENR3NCE ONLY AND DOES NOT LIMIT THE IRRIGATION DETAILS 22-25 C.B. CATCH BASIN 6. No substitutions of pipe materials will be allowed without prior approval of the San Dieguito Water District. APPLICATION OF SUCH DETAIL OR DRAWNGS. C.F. CUBIC FOOT 7. All mainline i g p p g g C.M.U. CONCRETE MASONRY U1NT pipe shall have warning tape per San Dieguito Water District's Rules and Regulations. DISCREPANCIES N THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS CONC. CONCRETE 8. Hours for irrigation with recycled water are from 10:00 p.m. to 6:00 a.m. The hours for irrigation with SHALL REPORTED TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS LANDSCAPE TREE PLANTING PLAN 26-27 CTRL CENTER disinfected tertiary recycled water may be modified b the local authority. Irrigation during DEL. DOUBLE Y Y g public use periods SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. THE CONTRACTOR SHALL ASSUME DIA. DIAMETER with disinfected tertiary recycled water Shall be under the supervision Of the designated user supervisor. FULL 12ESPONSIBLITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN CIVIL ENGINEE�� LANDSCAPE SHRUB PLANTING PLAN 28-29 ON. DOWN Irrigation with water of a lesser quality than disinfected tertiary recycled water shall be between the hours of DISCREPANCIES. DOUG. FIR DOUGLAS FIR 10:00 p.m. and 6:00 a.m. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN ON THESE DRAWINGS AND MAYERS AND ASSOCIATES DR DOOR SPECIFICATIONS UNLESS SPECIFICALLY NOTED orl zwlsE. LANDSCAPE PLANTING DETAILS 30 DS DOWN SPOUT 9. Burial of all wiring and pipe shall meet San Dieguito Water Districts Rules and Regulations. 19 SPECTRUM POINT DRIVE DWG DRAWING 10. Non-designated use areas shall be protected from contact with recycled water, whether by windblown THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED ST12UCTLQE UNLESS LAKE FOREST CA 92630 SPECIFICATIONS 31-33 E EAST OTF-E12WISE SHOWN, THEY DO NOT INDICATE T1 E METHOD OF CONSTRUCTION. THE GENERAL PHONE: (949) 599-0870 E.J. EXPANSION JOINT spray or by direct application through irrigation or other use. Lack Of protection, whether by design, CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY RESPONSIBLE ENG. ENGINEER Construction practice or system operation, is strictly prohibited. FOR ALL CONSTRUCTION MEANS, METHODS, TECHNQUES, SEQUENCES AND PROCEDURES. FAX: (619) 599-0880 I IRRIGATION PUMP DETAILS 34 EQ. EQUAL 1 1 . Irrigation heads shall be relocated or adjusted to minimize or eliminate over-spraying On Sidewalks, OBSERVATIONS VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT AND HIS CONTACT: DRU MAYERS EQUIP. EQUIPMENT g g ENGINEERS SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE FG RNSH GRADE streets and non-designated use areas. CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE TI-E SOLE RESPONSIBILITY OF THE FS FT. HNIISH SURFACE 12. Recycled water quick coupling valves shall be of a type designed for use on recycled water distribution GENERAL CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND HIS FOOT GA GAUGE systems per San Dieguito Water Districts Rules and Regulations. INSPECTION ENGINEERS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS 0127 SERVICES AND DETAILED KEY MAP GAGALV. GALVANIZED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED HOSE BIB 13. All appurtenances (sprinkler heads, valve boxes, etc.) on recycled water systems shall be color-coded BY THE ARCHITECT AND HIS ENGNEERS, WHETHER OF MATERIAL OR WORK, AND WHETHER purple per AWWA guidelines and Section 116815 of the California Health and Safety Code. PERFORMED TO, DLRNG OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY LANDSCAPE ARCHITECT' HORIZ HORIZONTAL FOR THE PU2POSE OF ASSISTING N QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH HT. HEIGHT 14. All irrigation pipe shall be stenciled with the warning "Non-Potable or Recycled Water', Color Coded CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE GENERAL MAX. MAXIMUM (purple) and laid with the warning tape and stenciling oriented toward the top of the trench per the CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF IVY LANDSCAPE ARCHITECTS, INC. MFR. MANUFACTURE RE San Dieguito Water District's Rules and Regulations. CONSTRUCTION. 434 WEST CEDAR ST. STE. 200 MN MAN-IDLE MIN. MINIMUM 15. On new on-site systems (post meter), potable water, constant pressure recycled water and sewer lines A PROTECTION FENCE SHALL BE CONSTRUCTED AND MAINTAINED DURING CONSTRUCTION SAN DIEGO, ED R S IN MISCELLANEOUS shall be placed a minimum of four feet apart or as directed by the project engineer and/or regulatory agency. CONFORMING TO THE REQUREMENTS of THE BUILDING CODE PHONE: (619) 235-5360 N NORTH Mearsurements shall be between facing surfaces, no pipe center lines. NcN NO COMMON NAME g p p FAX: (619) 235-5369 NIC NOT N CONTRACT 16. Constant pressure recycled water lines shall cross at least twelve inches below potable water lines and MAINTAIN SANITARY TOILET FACILITIES DURNG CONSTRUCTION AS REQUIRED BY APPLICABLE NO. NUMBER maintain at least twelve inches crossing separation between other utilities. REGULATIONS. CONTACT: HAROLD MESTYANEK NTS NOT TO SCALE g O.C. ON CENTER 17. If a constant pressure recycled water line shall be installed above a potable water line or less than THE GENERAL CONTRACTOR WARRANTS TO THE OWNER AND THE ARCHITECT THAT ALL MATERIALS P.L. PROPERTY LINE twelve inches below a potable water line, then the recycled water line shall be installed within an approved AND EQUIPMENT FURNISHED WILL BE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORK WILL P.A. PLANTER AREA protective sleeve as per the San Dieguito Water District's Rules and Regulations. of GOOD QUALITY, FREE FROM FAtxrs AND DEFECrs. DECLARATION OF ARCHITECT OF WORK PAD. RADIUS P P 9 9 REV. REVISION 18. Developer/Contractor shall conduct a cross-connection test and coverage test as directed by the San THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDNATNG HIS WORK AND/OR RWO REDWOOD EQUIPMENT SUPPLIED BY THE OWNER. I hearby declare that I am the licensed architect of work for this project, S SOUTH Dieguito Water District and/or the San Diego County Department of Environmental Health prior to any that I have exercised responsible charge of over the design of the project SHT. SHEET use Of recycled water. PROVIDE FACILITIES FOR THE PHYSICALLY HANDICAPPED IN ACCORDANCE WITH C.A.C. TITLE 24 as defined in section 6703 of the business and professional code, and SPEC. SPECIFICATION 19. The required cross-connection inspection shall be done by either the San Dieguito Water District and/or AND As 12EGURM BY THE UNFORM BUILDING CODE 1985 EDITION. that the design is consistent with current standards. SF SQUARE FOOT SQ. SQUARE the San Diego County Department of Environmental Health. Copies of inspection reports will be forwarded IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO LOCATE ALL EXISTING UTILITIES STD. STANDARD to the non-inspecting party. WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE GENERAL I understand that the check of project drawings and specifications by the T.C. TOP OF CURB 20. The design and locations proposed for recycled water "Do Not Drink" signs shall be called out on the plans. CONTRACTOR SHALL BEAR ALL EXPENSE OF 12EPAR OR REPLACEMENT N CONJUNCTION WITH THE City of Encinitas, the San Dieguito Water District and the County of San Diego T.G. TOP OF GRATE EXECUTION OF THIS WORK. Department of Environmental Health is confined to review only and does T.S. TOP OF STEP 21. A physical separation shall be provided between adjacent areas irrigated with recycled water and potable not relieve me, as the landscape architect of work, of my responsibilities O T.W. TOP OF WALL PAVING, MASONRY AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE WITH THE water. Separation shall be provided by distance, Concrete mow strips or other approved methods. for the project design. TYP. TYPICAL ELECTRICIAN, DRAINJNE SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, VERT. VERTICAL 22. All pressure mainline pipe from the recycled water system shall be installed to maintain a 10 foot PIPING AND/OR CONDUIT INSTALLATION UNDER OR THROUGH HARDSCAPE ELEMENTS, Firm Name and Address: o W WEST minimum horizontal separation from all potable water pipe. Where recycled and potable water pressure Des W/ WITH mainline pipe cross, the recycled water pipe shall be installed below the potable water crossing in a cl 200 VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. IVY-Landscape Architects-Inc. O W1 WROUGHT RON purple 434 Cedar Street, Ste. 3 0 WT .WEIGHT p ple pvc sleeve which extends a minimum of 5 feet on either side of the potable water pipe. Provide a IN THE CASE OF DISCREPANCIES N THE DRAWINGS, SPECIFICATIONS TAKE PRECEDENCE OVER San Diego, CA et, St ECKE RPN SL SCORE LINE minimum vertical clearance Of 12 Inches. DETAILS, AND DETAILS TAKE PRECEDENCE OVER PLANS. 9 ' 23. Contact the Water District Office two days prior to the irrigation coverage test and arrange a walk through SUBSTITUTIONS MUST BE APPROVED N WRITING BY THE OWNER. (619) 235-5360 AUGNMENT TYP. of the system. Failure to comply with any or all of the above guidelines puts your system in violation of Signature: Date: !° the District's Rules and Regulations, and will result in termination of service until the appropriate THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL TRADES ARE PROVIDED WITH CURRENT REVISION INDICATION corrective steps have been taken. DRAWINGS AND SPECIFICATIONS APPROVED FOR CONSTRUCTION. DO NOT ALLOW DOCUMENTS NOT APPROVED FOR CONSTRUCTION TO BE USED P SEEN ON SITE. Harold E. Me tyane Jr. O DETAIL REFERENCE ALL LOCAL, MUNICIPAL, COUNTY AND STATE REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF Registration o. 214 , ex 6 30 05 PLANTING CALL OUT (ON PLANTING PLAN ONLY) WORK ARE I-E12EBY INCORPORATED INTO THE PROJECT PLANS AND SPECIFICATIONS TO BE CAPPED OUT u NUMBER BY THE CONTRACTOR. LEGEND N u SECTIONIELEVATION INDICATION DETAIL NUMBER S - B U i LT'' ��.. — SHEET A FINISH SCHEDULE INDICATION .,r,,x:: ❑ SAN DIEGO COUNTY DEPT. OF HEALTH VALVE CALL OUT (ON RRIGATION PLAN ONLY) n' EXP. DATE VALVE NUMBER 1tt VA E SI � MINUTE REVI B 0 DE V SIZE 4 ^ A CORNERSTONE t COMMUNITIES APPROVED BY: �(� '^ 4365 Executive Drive,Suite 600,San Diego,Califavia 92121 LANDSCgp f `Q� v (619)458-9700 Eaxte191aszaeoo DATE: INSPECTOR DATE e���9 LIC. nafa 9RPyr Q COMMUNITY SERVICES COMMUNITY DEVELOPMENT SAN ELIJO JOINT POWERS AUTHORITY ENCINITAS SANITARY DISTRICT ENCINITAS FIRE PROTECTION DISTRICT SAN DIEGUITO WATER DISTRICT �` A LD E, e� RECLAIMED WATER SYSTEM APPROVAL PUBLIC SEWER SYSTEM APPROVAL I A RE) REVIEWED BY: DUDEK & ASSOCIATES, INC. VALID TWO YEARS FROM DATE * REIN n AE APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: GATE) 1 APPROVED BY: APPROVED BY: s P DATE: DATE: DATE: DATE: DATE: DATE: T4 or CANE Approval Expires 2 Years After Date Signed REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY DESIGNED BY DRAWN BY CHECKED BY✓PM HM I ✓PM ✓PM HM APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. QMEDIAN TRANSITION/ CREEK AR A 8/15/02 DESCRIPTION: TOP OF BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED p THIS SHEET TO REPLACE IN WELL MONUMENT. 1' = 30' PUBLIC IMPROVENT PLANS FOR: 5790-1 SHEET 16 8/15/02 HORIZONTAL IVY-LANDSCAPE ARCHITECTS-INC. LOCATION: TA 64+24 AMINO A DATE: ENCINITAS 434 West Cedar St.Ste.200 RANCH - SOUTH MESA RECORDED FROM: S.D. CO VERTICAL San Diego,California 92 10 1 BY: BY: QUAIL GARDEN DRIVE STREETSCAPE- SOUTH CONTROL PAGE 105 VERTICAL . 16191235-5360 R.L.A. N0. 2145 ELEVATION: 120.20 DATUM: M.SL, H L % NEK, JR. DATE: DATE: WORK PROJECT NO. 5790-1 T.M. NO, 94-066 ES-292 STA 29+89.11 TO STA. 61+30.00 SHEET 16A OF 4 I< � EXP. 6/30/05 + l A n1 y L `,. 13 't 1 �_ t 1 i Q 1� + t + O T O t Y _ A7 —I 7O L O ]q w O w D — , 0 0 2 o 0 o rn n n rn °o c rn _ _ _ 3 - -J.r r• -+? CID -t : rt p I NT OF oaf. „r l.e. -Tr q YV. .a " n - _ . .�- S.x-•ra _� - \ / 'P? ° i°- - •s : r,°°6° F 's J... - - # }Y F- -'•iJ�f� -l- _ » = .f :Z< 1 WA -- •^_' .. : .t;.-x .z.v-- .a;.::_. ..._ £-% r f �.-`-• i,.i>'e _zap.: >-. 2r YSr' "yy. t: .�.i yar6.=-. RIGHT OF 15'-0" - R .._ . ..-a_. F. { .. f Y. �. :-_ f-. .f i-a:_ • a:�-. >--s to au: :;,''x"�- 1� ._ .��'- t� .:'-•'-.. _. .. _ .:v _ Rr..•p-.-i. f:J 4. -__ _ r.r+t , t.- . .,.._- fr-.. - - - • r: f - ..- - t - �' • .... -. . .. .. -. .rr .-. _ ,.....s.•- ,.. - if - >- ... - t n. .ea • f v.. _. I .._..�...,.__._. . t / i ___ 81S �— CO O + PX� QU GARDENS DR. _ _ _F;� _ >a w `s ; j PA N - 22 k'v ^s IV r.. A rn_ < �. RIGHT OF WAY — ``` "` _ _ aM1•__... ( I �: -6'iv Y rY T:!�•x.4F'i. 5S '.Fv.� Far..aai % �.f. •- ?.. :°_-.a.--;•c-.s•...xa-j:j`.:_.:.s..;.^,. : ...ry' -.. ;: :^.-} ,���6:.� w.a_ ` ' +.n�- 'i%%'s 4�•° '"r _'� .`�.-,.,. �s»...R Sa.-._..- -? oaf <•i:-f N�y� x ,.6:%'< i-}G:2'✓�~-�yf� rf+s'-}'i�Y !a4 cYa+ a - A 7 A 70 D < Q t3 D i OO D D C`i = g rn z 3 0 F- i � p rn D o w o E rn r < + c � w y p B o _ c co A < o 0 nS o D D rn p rn 4 ° ImS n S I ° 4 n °crnn n r_ n D ~ s � rn rn n rn 70 CONSTRUCTION LEGEND z 10 I. CONSTRUCT 6 WIDE DECOMPOSED GRANITE PATH WITH REDWOOD HEADERBOARD TO MATCH EXISTING D.G. PATH ALONG OUAIL GARDENS DRIVE, BETWEEN THIS PROJECT GENERAL LEGEND 'Pa AND LEUCADIA BLVD. - PER DETAIL A, SWEET 19. A. STREET PER ENGINEER'S PLANS B. RIGHT-OF-WAY LINE PER CIVIL ENGINEER'S PLANS (WIDTH VA SCALE v Q RIES 30 .) 2. CONSTRUCT 8' WIDE ASPHALTIC CONCRETE SIDEWALK. BUILT') SEE DETAIL C, SWEET 19. ���9�ANnscAaf gRCr • s� LIC. D71 y�� SAN DIEGO COUNTY DEPT. OF HEALTH ¢� D. CONST CT C NC TE PAVING AND RAMP PER p R D E. P P. DATE 3. CONSTRUCT 4' THICK INTEGRAL COLOR STAMPED CONCRETE PAVING r ENGINEERING PLANS, FINISH TO BE HEAVY BROOM eN r RE) EVI E BY� D BY BOMANITE, SCORE JOINTS TO Be AT 8' O.C. SEE DETAIL 19 * ON FLAT SURFACE AND DRIVEWAYS. MEDIUM BROOM REN rn FINISH ON PEDESTR (DATE)IAN RAMPS. CORNERSTONE APPROVED BY: a Q P sr '~ COMMUNITIES IT E. CONSTRUCT CONCRETE CROSSWALK WITH HEAVY qrE pr CP t 436sFxewdveDrive,saie600,santlego,Ca foaua92tzl DATE C 4. CONSTRUCT CONCRETE PAVING/D.G. PAVING TRANSITION PER DATE: INSPECTOR BROOM FINISH PER ENGINEERS PLANS. (619)458-9700 Fn(619)452-3600 DETAIL A SHEET IS. SAN DIEGUITO WATER DISTRICT ENCINITAS SANITARY DISTRICT ENCINITAS FIRE PROTECTION DISTRICT COMMUNITY SERVICES COMMUNITY DEVELOPMENT SAN ELIJO JOINT POWERS AUTHORITY PUBLIC SEWER SYSTEM APPROVAL RECLAIMED WATER SYSTEM APPROVAL REVIEWED BY: DUDEK & ASSOCIATES, INC. VALID TWO YEARS FROM DATE APPROVED BY: KEY MAP APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: DATE: DATE: Approval Expires 2 Years After Date Signed DRAWING NO. - DATE: DATE: DATE: CITY OF ENCINITAS ENGINEERING DEPARTMENT DATE: DESIGNED BY DRAWN BY CHECKED BY APPROVALS SCALE PLAN PREPARED BY ✓au NM ✓PM ✓aM 57)0-1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED LANDSCAPE CONSTRUCTION PLANS M UESTED CHANGES 8/15/02 DESCRIPTION: TOP OF BRASS DISK la = 30, DATE: q/9� ENCINITAS RANCH - SOUTH MESA Q CITY REO IN WELL MONJMF= T. HORIZONTAL IVY-LANDSCAPE ARCHITECTS-INC. BY: QUAIL GARDEN DRIVE ST REETSCAPE- SOUTH TI IS SWEET TO REPLACE STA. 64+24 O1. CAMINO REAL 434 West Cedar St.Ste.200 BY. 8/15/02 LOCATION: — — — San Diego,California 92101 R.L.A. N0. 2145 94-066 ES 292 STA 29+89.11 TO STA. 61+30.00 SHEET I A OF SHEET 17. RECORDED FROM: S.D. CO VERTICAL . (619) 235-5360 L E. 9 S7YA JR. DATE: DATE: WORK PROJECT NO. 5790-I T.M. NO. CONTROL PAGE 105 VERTICAL EXP. 6/30/05 A TO] ELEVATION: 120.20 DATUM: M.S.L. _v1 1i t 11 s iyt t rn t 1 C7 , rn \a t1 ,t s`. p )p �N B :. r 4O p) y O O p 4i 3 to + rn k a s A T A T z � , o w ° o D I m ' ppc C sk,: o p D O D �V1/ n } •`i D D �+'_ + 0 3 D O �w ^�-...r... -�^•. 0 -c o 1 \w CONTROLL Ysj O i I .1 — —_ - , - 151_011 �'.-. r: ! ; �. .A _ Y r 3 I� 1 .ti..v if- Ts._.._.. .__ • O i W- -- _- QUAL GARDENS DR. PA PA —_ -. - - — — —1 .__� ,_._ . .. .— .+ ... .., .> O - 111 .. .. ... _..__.___ _---°___,._..._.__..__ - B .: J _._.___...___.._...._ _ . .. -_.._ ., ,4 � ..._._.. . _ __.�.._ ___ ___.. __-°'_ ;5"v" -.._.. .�.. . .. ...._- _ 61 . . ^.. . I ..._ - -'_ "a F.1i K" _ - -_ 7.-�i'(:¢?_rl':!'!-�.S;ef- -_ _ I•i'r i !y I rn z >a z � 4 E cn 7Q 4 o o r O O D B O ° � :'g I ° D O o D O z CONSTRUCTION LEGEND rn FL 0 6 z rn I. CONSTRUCT 6' WIDE DECOMPOSED GRANITE PATH WITH REDWOOD HEADERBOARD TO MATCH EXISTING D.G. PATH ALONG QUAIL GARDENS DRIVE, BETWEEN THIS PROJECT GENERAL LEGEND > Z AND LEUCADIA BLVD. - PER DETAIL A, SHEET 19. 0 C A. STREET PER ENGINEER'S PLANS �) to B. RIGHT-OF-WAY LINE PER CIVIL ENGINEER'S PLANS (WIDTH n 2. CONSTRUCT 8' WIDE ASPHALTIC CONCRETE SIDEWALK. Q VARIE 9 SEE DETAIL C, SHEET 19. G. Gk3A9F9 'ERY' GQRRK FRATWIPH IN TI 116 od2E4 fiER E. R. 3. CONSTRUCT 4' THICK INTEGRAL COLOR STAMPED CONCRETE PAVING D. CONSTUCC CONCRETE PAVING AND RAMP PER BY BOMANITE. SCORE JOINTS TO BE AT 8' O.C. SEE DETAIL 19 ENGINEERING PLANS. FINISH TO BE HEAVY BROOM ON FLAT SURFACE AND DRIVEWAYS. MEDIUM BROOM S�9CE FINISH ON PEDESTRIAN RAMPS. 3p D 4. CONSTRUCT CONCRETE PAVING/D.G. PAVING TRANSITION PER E. CONSTRUCT CONCRETE CROSSWALK WITH HEAVY < DETAIL A SHEET 18. BROOM FINISH PER ENGINEERS PLANS. LpNDSCgp "AfwS - BUILT" V tcQ-F'D F gRCH �cr` LIRC. 12145 xrl� ■ p <1 r, SAN DIEGO COUNTY DEPT. OF HEALTH 'O , P. IEXP. DATE G R jIjL REN CORNERSTONE APPROVED wE Y K E Y MAP (DATE) tiP APPROVED BY: 9� orcp�t C O M M U N I T I E S V 4365 Executive Drive,Suite 600,San Diego,California 92121 DATE: (619)458-9700 Eex(619)gs2a6o° INSPECTOR DATE COMMUNITY SERVICES COMMUNITY DEVELOPMENT SAN ELIJO JOINT POWERS AUTHORITY ENCINITAS SANITARY DISTRICT ENCINITAS FIRE PROTECTION DISTRICT SAN DIEGUITO WATER DISTRICT RECLAIMED WATER SYSTEM APPROVAL PUBLIC SEWER SYSTEM APPROVAL REVIEWED BY: DUDEK & ASSOCIATES, INC. VALID TWO YEARS FROM DATE APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: DATE: DATE: DATE: DATE: DATE: DATE: Approval Expires 2 Years After Date Signed REVISIONS APPROVED DATE REFERENCES DATE DESIGNED BY DRAWN BY CHECKED BY BENCHMARK SCALE PLAN PREPARED BY ✓PM HM I ✓PM I ✓PM HM APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 8 CITY REQUESTED CHANGES 8/15/02 DESCRIPTION: TOP OF BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED LANSCAPE CONSTRUCTION PLANS FOR: 5790-1 8 THIS SHEET TO REPLACE IN WELL MONUMENT. HORIZONTAL P - 30 SHEET 18, 8/15/02 LOCATION: STA. 64+24 EL CAMINO REAL IVY-LANDSCAPE ARCHITECTS-INC. DATE: ENCINITAS RANCH - SOUTH MESA 434 RECORDED FROM: S.D. CO VERTICAL San West Cedar St Ste. 10 San )235- California 92101 BY: BY: QUAIL GARDEN DRIVE STREETSCAPE- SOUTH CONTROL PAGE 105 VERTICAL (6191235-5360 R D . M S Y NEK, JR. R.L.A. N0. 2145 ELEVATION: 120.20 DATUM: M.SL. _ EXp. 6/30/05 DATE: DATE: WORK PROJECT N0. 5790-1 T.M. NO. 94-066 ES-292 STA 29+8911 TO STA. 61+30.00 SHEET BAOF 34 Tnl 1/8" 1 2 CONSTRUCTION NOTES ° ° o - o LEGEND: I. VISIT THE SITE PRIOR TO SUBMITTING BIDS. 1. 1/8" RADIUS EDGE 2 A. CONTROL JOINT 2. PAVING FINISH SURFACE PER PLAN 2, SUBMIT A UNIT COST FOR IMPORT SOIL IN AND BE 2 g'-p" " 5 3. JOINT FILLER PER SPECIFICATIONS COMPLETELY AWARE OF THE AMOUNT OF SOIL NECESSARY TO �--2% - 1/2" 4. BACKER ROD PER SPECIFICATIONS REACH THE SATISFACTORY GROUND LEVEL. 3 - : :-; t- ;> . =: -�-:= a � _ _, 2 4 1 3 6 5. TWO-PART POLYURETHANE SEALANT 1 I I=11 =11 - I I I"ITI-1 I I PER SPECIFICATIONS 3, VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES I = 1111-III- -III=III- _ / " PRIOR TO COMMENCING WORK. 11=_1111=III-I" " � �' 6. 1 2 DIA. X 12" LONG STEEL DOWEL TOWARD STREET 24" O.C., PAPER WRAP ONE END _ ., ° °O° -c- o , ° 0 4. REMOVE ALL DEMOLITION ITEMS FROM THE PROJECT SITE AND DISPOSE OF IN ACCORDANCE WITH APPLICABLE CODES - - - B. EXPANSION JOINT NOTES: AND REGULATIONS, DO NOT BURY RUBBISH OR DEBRIS ON SITE. LEGEND: A. LOCATE JOINTS AT 8' ON CENTER 5, REPAIR OR REPLACE ANY DAMAGE TO ADJACENT 90S COMPACTED SUBGRADE 1 . 4" THICK GRAVEL SUB-BASE - 95% COMPACTED GRAVEL. SPECIFICATIONS SHALL MEET THE 2 1 5 6 UNLESS OTHERWISE INDICATED ON PLANS PROPERTIES, CURBS, WALKS. PLANTING, WALLS, ETC. AT NO REQUIREMENTS OF SECTION 200-2.6 OF THE STANDARD SPECIFICATIONS of B. SEALANT COLOR TO MATCH ADJACENT ADDITIONAL COST TO THE OWNER. LEGEND PUBLIC WORK CONSTRUCTION. PAVING 2. 4" THICK DECOMPOSED GRANITE. KRC 'EMPIRE GOLD' OR EQUIVALENT APPROVED BY AN ° . - ° '° 6. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND I. 2" THICK ASPHALTIC CONCRETE PAVING AUTHORIZED REPRESENTATIVE OF THE CITY OF ENCINITAS PRIOR TO BEGINNING ANY WORK. ° °o• -(T- .o ° o * 3/4" IF PAVING LESS THAN 4" THICK ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY 2. 6" AGGREGATE BASE - COMPACTED TO 95% STABILIZER To BE ' STABILIZER SOLUTIONS' AVAILABLE AT KRC ROCK - 1800.427.0572 1 " IF PAVING 4 THICK OR GREATER LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD 3. 2X6 REDWOOD HEADER, SEE DETAIL B SHEET 19. 3. 95% COMPACTED SUBGRADE. C. COLD JOINT CONDITIONS VARY FROM THOSE SHOWN ON PLAN. NOTE: 4. 2X6 REDWOOD HEADER SEE DETAIL B, SHEET 19 ASPHALT PAVING SHALL MEET THE REQUIREMENTS OF SECTION 5. FINISH GRADE - SEE PLAN. 2 7. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE 203-6 OF THE STANDARD SPECIFICATIONS OF PUBLICWORK CONSTRUCTION. DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE NOTES: ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME A. MIX STABILIZER INTO DECOMPOSED GRANITE AT RECOMMENDED ° °O• O ° ° ° ° O o o FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO RATE OF 12 POUNDS PER TON. - ON SURFACES WHICH HAVE FAILURE TO REPORT KNOWN DISCREPANCIES. GRADIENTS OF 5 % OR GREATER. B. ROLL AND COMPACT WHILE WET WITH A ONE- TO D. SAWCUT JOINT FIVE-TON ROLLER AS PER MANUFACTURER RECOMMENDATIONS. 8. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL C ASPHALT PATH N TS A Q .G . PATH N TS E EXPANSION JOINTS N TS RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. 9. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE AND WITH OTHER CURRENT RULES, REGULATIONS AND 2 3 1 2 r ORDINANCES GOVERNING THE PLACE OF THE WORK, BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS 3 Q D.G./A.C. AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING 18" 4 MULCH I MULCH LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF - 2S s�oPE� -_:_ - _- I I I�I LITI I I� _ =11 H 1 lilt-Ill _ THE ARCHITECT ANY DISCREPANCIES OR CONFL►CTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. ---::::::: : I�1 I �E X11--I-III =11 10. LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS ::- : II-I III LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC., ARE =' APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT := IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE . ......`:_- - : WITH THE PROPER EXECUTION OF WORK. IE I I I=I I I=I I I I I I I I I=I I I=III=I I I CURVED SECTIONS II. VERIFY ALL PAVING AND NARDSCAPE CONSTRUCTION IONS DRAWINGS WITH SOIL ENGINEER'S REPORT WITH REGARD TO BASE PREPARATION AND FOOTING REQUIREMENTS. NOTIFY I. CONTINUOUS a3 REBAR. PLACE REBAR PERPENDICULAR AT 24"O.C. NOTE OWNER IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS 2. STAMPED CONCRETE FINISH SURFACE.SCORE JOINTS AT L STEEL REINFORCEMENT. CONCRETE THICKNESS AND DIFFER FROM DRAWINGS. THE SOILS REPORT 8' O.C.MAX.SPACING. SEE DETAIL E SWEET 19 COMPACTION SHOWN FOR BID PURPOSES ONLY -VERIFY WITH RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS, 3. 1/4" RADIUS BUL 2.LNOSE AT EXPANSION JOINT. SOC REPORT AND COMPLY. R' � CONCRETE PATTERN SHALL BE BOMACRON 'GARDEN SHALL TAKE PRECEDENCE. A MASTIC FELT EXPANSION JOINT LM40CWOME CAULK TO STONE. MATCH CONCRETE COLOR MIN SHORE RATING OF 40 3. CONCRETE COLOR SHALL BE DAVIS 'OMAHA TAN' IN PEDESTRIAN TRAFFIC AREA TAMP SILICA INTO 4. COLOR HARDENER SHALL BE APPLIED EVENLY TO THE 12. BE RESPONSIBLE FOR COORDINATION BETWEEN CAULK SURFACE AVAILABLE FROM L.M. SCOFELD PLASTIC SURFACE BY THE DRY-SHAKE METHOD USING A INSTALL PER MFTRS.RECOMENDATIONS. MINIMUM OF 60 POUNDS PER 100 SQUARE FEET. IT SHALL BE SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT F 5. COMPACT SUBGRADE TO 95R ASIM. APPLIED IN TWO OR MORE SHAKES FLOATED AFTER EACH. OEETYPICAL SPLINE PLAN VIEW SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDER OR AND TROWELED ONLY AFTER THE FINAL FLOATING. RC-LEASE 6. CONTINUOUS WATER BARRIER AROUND OUTSIDE OF PLANTER AGENT SHALL BE APPLIED IN ACCORDANCE WITH - THROUGH LANDSCAPE ELEMENTS. AREA. TO BE DEEP 1200T'W82W AVALABLE FROM MODEL MANUFACTURER'S INSTRUCTIONS. WHILE CONCRETE IS STILL IN DEEP ROOT. F800-766-8835(OR APPROVED EQUIVELANIT). THE PLASTIC STAGE OF SET, THE 130MA012ON TEXTURING ALSO REFER TO MOTE A5 FOR'WATER BARRIER" INFORMATION. TOOLS SHALL BE APPLIED TO MAKE THE DESIRED PATTERN AND TEXTURE. THE SURFACE SHALL BE CLEANED TO REMOVE I 2X�j FF�.�DWOk D gTAKEES ( YP.) ® 3'-O" O.C. 13. DO NOT SCALE DRAWIN RESIDUAL DUST AND EXCESS BOMAC12ON RELEASE AGENT. NAIL V HEADER VO ISS EN. NAILS 5. CONTINUOUS 24" LINEAR 'WATER BARBER' AT EDGE OF ALL STAKE ALL JOINTS (TYP.) 14. SEE CIVIL ENGINEER'S PLAN FOR PRECISE GRADING AND CONCRETE PAVING AND A.C. CRUBS ADJACENT TO ALL PLANTING AREAS. USE DEEP ROOT 'WB24' AVAILABLE FROM 2 4 - I/2X6" REDWOOD BENDER BOARDS DRAINAGE INFORMATION. DEEP ROOT, 1-800-766-8835 (oR APPROVED EQUIVALENT). LAMINATED TOFORM CURVED SECTIONS WATER BARRIER JOINTS SHALL OVERLAP A MINIMUM OF 6 STAGGER LAMINATIONS MIN. 24" APART. INCHES. AND BE SEALED WITH DOUBLE ROW OF P, MANUFACTURER'S SEALANT TAPE. SEAL BARRIER TOP TO 3 2X6 REDWOOD HEADER ROUGH CON. HEART (TYPJ 15. PROVIDE A 4' X 4' X 4" SAMPLE OF EACH PAVING TYPE IN S, ADJACENT PAVING WITH A BEAD OF SUCONE SEALANT. LOCATION SPECIFIED BY OWNER'S REPRESENTATIVE FOR REVIEW 4 2X4 ON SHRUB SIDE AND APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS. N T S 16. WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH D ENHANCED PA V/NG B REDWOOD HEADER N. T. S GRADE 1" IN TURF AREAS AND GROUND COVER AREAS UNLESS OTHERWISE INDICATED. 17. FOR PROJECT WALKS DO NOT EXCEED A SLOPE OF 20:1 (5% A - BUILT" GRADIENT) UNLESS OTHERWISE INDICATED. _P3111 SCgpE CEO Aqo 18. DO NOT EXCEED 211 SLOPE IN PLANTED AREAS. - y�� uc. z1F y% SAN DIEGO COUNTY DEPT. OF HEALTH P. P. DATE 19. CONSTRUCT ALL CURVE TO CURVE AND CURVE TO TANGENT �?EVIE*ED1 e j LINES TO BE NEAT, TRIM, SMOOTH AND UNIFORM. CORNERSTONE APPROVED BY: C 0 M M U N I T I E S 20. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE ATE OF Cleo, 4365 Executive Drive,Suite 600,San Diego,California 92121 (6)9)458-9700 Fax(619)452-3600 DATE: INSPECTOR DATE STRENGTH OF 2'500 PSI 0 28 DAYS. COMMUNITY SERVICES COMMUNITY DEVELOPMENT SAN ELIJO JOINT POWERS AUTHORITY ENCINITAS SANITARY DISTRICT ENCINITAS FIRE PROTECTION DISTRICT SAN DIEGUITO WATER DISTRICT 21, PROVIDE OWNER WITH ALL WARRANTIES, GUARANTEES, AND RECLAIMED WATER SYSTEM APPROVAL PUBLIC SEWER SYSTEM APPROVAL INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, REVIEWED BY: DUDEK & ASSOCIATES, INC. VALID TWO YEARS FROM DATE ETC. AS DESCRIBED IN THE SPECIFICATIONS. APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: DATE: DATE: DATE: DATE: DATE DATE: : Approval Expires 2 Years After Date Signed REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY DESIGNED MBY ,DRA BY CHECKED APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N 5790-I DESCRIPTION: TOP OF BRASS DISK IVY-LANDSCAPE ARCHITECTS-INC. `PLANS PREPARED UNDER THE SUPERVISION N� OF RECOMMENDED APPROVED CONSTRUCTION DETAILS FOR:I IN WELL MONUMENT. HORIZONTAL P = 30' DATE: 51, ENCINITAS RANCH - SOUTH MESA LOCATION: STA 64+24 EL CAMINO REAL _ 434 West Cedar St.Ste.200 RECORDED FROM: S.D. CO VERTICAL San Diego,California 92101 R.L.A. NO. 2145 BY: BY: QUAIL GARDEN DRIVE STREETSCAPE- SOUTH CONTROL PAGE 105 VERTICAL (619)235-5360 . E ANEK, JR. ELEVATION: 120.20 DATUM: MSL EXP. 6/30/05 DATE: DATE: WORK PROJECT N0. 5790-I T.M. N0. 94-066 ES-292 STA 29+89.II TO STA. 61+30.00 SHEET 19 OF 4 O.I I XX NOTE: SECOND MAIN LINE EXISTS FROM STATION 33+16 TO 37+50 1T ON WEST SIDE OF CURB ` FEEDING VALVES NUMBERS A-5, A-6, A-7, A-8, A-13, A-14, A-15 AND A-16 ON WEST SIDE OF �\ QUAIL GARDENS DRIVE, THESE VALVES IRRIGATE TO CREEK. n A N Note: Install mainline on opposite side of walk from street where possible \ 1; (mainline must be located within right of way) 0 A-6 32.7 21 .3 A-7 27.5 A-11 11/2" Low \t �� M o. -•,. �i t, �� �,� m P 22.1 A-8 28 A-1 �w nw � � A-5 45.3 1rr A-10 26.5 11/2" `w + ,°"�a°� A-1 20.5 11 � VJA�6 ` 7 1 +3 t 34.4 A-2 22.0 A-9 t 1rr 9 �ti a O a w . C / C M O .i3 m+ N 35.8 A-3 r t Ca) r. w T` �` Qj o W p+ m o m ro O QO r yr i 1rti;. Cap off lateral for future connections. v u O mw 7i �w L L L r , 0 —="`� laU� RIGHT OF WAY _ _. _ _ A - idUM1 s _ .� r n :.. F' ® . .. _. s E rY _._ -._.._ " r: � _ C _ __ _ rn ....z.. - .. :.....i. n....a ._ o- � 'r. LY . D R4 ..__.. .._�_._.�._...,_ ._..-.:..:..: .:... s ..v.:-s..:.x,.-..,".. -. _.. +4 dr.-�,t:1-." G ��.'�"..." 85 :K COUPLERxyy,,._ � MAINLINE q^301NCH CEP ' -r�� O( ,__..___...._. <---....E� � 'T w O t„ ....__.. -'- i QUICK OUPlTER IX/AIl_CiAR©L�d&�{q�j7 "'�{(�- ��� _..- Y .��._ _ -I _t 1 � ,, T.•..,,, --33`+3 �1�H��° .__ DR�R +06 + `�. 33+16 i +4 ICKC0UPLER _ �1 - .-c __ 37 QU s'r �. .i`�"2-"["*'T'._ c.-,- -_x_ _ mil. _ VALVESA-I,A 2,A-� OU/CK COUPLER ...++.x_— {w- .�.?�..... -a ..vi....� PLER T 33+84 ... ..__ - '^y`:''S._,_` FEEfF � �c--- _,-� -.aS. . .,,. m; .- -._ 3 VALF!E A 5A 6, A 8 _. '�" 9.5 --c' , _. _.t_ -. �- _u. � ;_.�.as'z � :�...n-�=m's:�s..-az.. rw"-° .. ..°__. .._...c.2.�;.........----.__...,._. '°;.�.:� u-^�: 1S7 _!1._k. —._ . ..�..�.....-�,_;'-?:5"��s:`�c.°' _ _ N rz .vSj', .,., �. — _ 4°Sleeve - `. ?a.5.-.�.,�'°° Yw,. -Sci•. SY I 2T:`_ti.+..5:.1 .� r — — � - _N1lgVNLRh7!'n,+A°36iNEH-DEEP- . , _ .. .._^_ 6"Slee . - DhJPEER--- _ _ _ _ _ ._.,.._. ._�—..._.�- _ 4 J _._ __..v_,. ._._____�., ,{' 4/ � 2FEETFC.EAST SIDE �f+�5— � � � — — � — _,..__....__ .V _L ..._._._._._. ~ j ;x �. r n ,„ . ( +74._ °CEPiFERfSL-41VD..... Hq- --��--. h•, - � �1 v - ` c -: . N '\(�� ggpp 77 --QUISlfGDFIPL€R-__�-,�__________._ gg77 -..W_. __.._ n �..�_ {{�tq� x �r „x r,. QUICKCOUPLER N EAST SIO QUAI 491NDH DEEP RIGHT OF WAY 6 O x r 1 ..c X 20,19FETRZ.`N '} :.-._ . ._..._. :.�. :: - :'r-•�'•-�^�-. : _�. p 79 FEE7FO EAST SIDE QUAIL GA,F�Df�Ne��RB1V� °----.e'...r _r - K s ';°:, . i€ 7 A 16 �s�tc t t 2" fi ' MAINCI "A°40/NOH DEEP - I / r / I Tiw ` K? J t SLEEVE"9" 6FErFC 2" �ni1 2 Contractor shall install mainline to this 3+as / I S 3 ( j point and cap. Install control and common j' wire between valve on median and this point . I i �` 37 2 � 40 7 A-15 O for future connection to system to the south. I �� ' A 24 2rr O In addition to future wires, provided (2)extra �. z; -. control and (1)extra common wire. All t— kr w O extra/future wires shall be looped up (24" loop) + O into valve box along it's run and made visible 2 c,, o, O for easy future use. i .3 t p nWi 41 .0 W ? o " 8 2.4 Wrn o O Si 4 O O m 8rn y� K. _t D. �J N' ® Reclaimed Water Sign F, n <i Note: Install anti-drain valves on heads rn as required to prevent low head drainage. ><J t n yi Im 70 O E . D , 1 . C . ENVIRONMENTAL DESIGN AND IRRIGATION CONSULTANTS SOLE 30' 31221 Cale Del Campo " " f San Juan Capristrano, CA, 92675 QF9�AN➢scgpFgRC S - BUILT r = Phone/Fax (949) 488-0374 pZ� H LD yrT D _ SAN DIEGO COUNTY DEPT. OF HEALTH �•�1005 ¢�Q o' rn (SIGN TI E)' EXP. DATE A O R a - EVI W D Y: � (DATE) CORNERSTONE ZP APPROVED BY: srgTEOrcr�-t� COMMUNITIE S 4365 Executive Drive,Suite 600,Sm Diego,California 92121 DATE: (619)458-9700 Fax(619)452-3600 INSPECTOR DATE COMMUNITY SERVICES COMMUNITY DEVELOPMENT SAN ELIJO JOINT POWERS AUTHORITY ENCINITAS SANITARY DISTRICT ENCINITAS FIRE PROTECTION DISTRICT SAN DIEGUITO WATER DISTRICT RECLAIMED WATER SYSTEM APPROVAL PUBLIC SEWER SYSTEM APPROVAL REVIEWED BY: DUDEK & ASSOCIATES, INC. VALID TWO YEARS FROM DATE e ' APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: DATE: DATE: DATE: DATE: DATE: DATE: Approval Expires 2 Years After Date Signed REVISIONS APPROVED DATE REFERENCES DATE DESIGNED BY DRAWN BY CHECKED BY BENCHMARK SCALE PLAN PREPARED BY ,/PM HM I ✓PM I ✓PM HM APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING DESCRIPTION: TOP OF BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED N ; � I ; j s°� � 5790-I IN WELL MONUMENT HORIZONTAL 1' = 30' IVY LANDSCAPE ARCHITECTS-INC. DATE: fzfo LOCATION: STA, 64+24 EL CAMINO REAL 434 West Cedar St.Ste.200 ENCINITAS RANCH - SOUTH MESA RECORDED FROM: S.D. CO VERTICAL San Diego,California 92101 R.L.A. N0. 2145 BY: BY: QUAIL GARDEN DRIVE STREETSCAPE- SOUTH CONTROL PAGE 105 VERTICAL -, (6191 2355360 D EST NEK, JR. DATE: DATE: ELEVATION: 120.20 DATUM: M.S.L �,I EXP. 6/30/05 1 1 WORK PROJECT NO. 5790-1 T.M. NO. 94-066 ES-292 STA 29+89.11 TO STA. 61+30.00 SHEET20A0 34 TM NOTE: SECOND MAINLINE EXISTS 17' FROM FACE OF CURB FROM ECKE RD TO STATION 41+40. MAIN LINE IRRIGATES CREEK VALVES A-19 - A-22, A-24, A-28, AND A-30. PRESSURE LOSS CALCULATIONS - SYSTEM A-4 Controller A ', !, ,. ! i Note: Install mainline on opposite side RECLAIMED WATER METER SIZE: 2" ' x `,'t y �, of walk from street where possible HYDRO GRADE LINE : 410- Controller Station1# 19+32.' +: ! _ j t (mainline must be located within right of way) METER ELEVATION: 220' Met 410.0' �1 ' Meter Elevation 225.0' 'ij i �� 1 ��� PSI @ METER: 190'X .433 = 82.27 MAXIMUM DEMAND: 43.19 GPM Meter Station # X19+36.Ot t -' "-- r- `? i �1 e .� is � 1., Static Pressure 8, PSI Ot , , A-2 19.8 27.9/A-28\1 1/2" SYSTEM A-4 PSI LOSSES Acres Served .83+��1.7 Maximum Flow 70 PPM '�'4 y ti ` 1 23.6 METER: 1.50 Meter Size 4. . r1 41 .2 STRAINER: .70 1 Cap off lateral for future connections. MASTER VALVE: 1.50 �� 1 � 23.9 A-2 A-2 ' t t� y '; ``� A-1 22.6 1., " A-29 Irrigation Rgmt. 4.2 Ac.Ft./Y� � �„ t 1 b REFER TO CONTROLLER ACCESS 1 FLOW SENSOR: 50 DETAIL, SHT. 24 `1 `. 1; \ �' t 38.4 A-2 (VALVE #26 En BALL VALVE: .50 PARE VALVE) 27 9 A-2 3.6 -30 z MAINLINE(897'): 14.26 2 �� CONTROL VALVE: 1.50 g22 22.0 1 1 1/2 LATERAL LINE(210'): 11.20 W ELEV. LOSS OR GAIN: 0.00 24.0 A-23 19.0 0 27.5 _24 A-31 rn SUBTOTAL: 31.66 1s� t 20% FITTINGS: 6.33 12 :ti N T t z 5 i jS s oa SUBTOTAL: 37.99 r W , , i .t l s i t t e`y w °i '' S` < `il •a '" "t HEAD REQUIREMENT: 30.00 rii r ' C A S t s > w SUBTOTAL: 67.99 � 1i. 1 i e + t> `"' s1, " MAINLINE FLUCTUATION: 20.00 + O O O O TOTAL PSI REQUIRED: 87.99 o �I coN Rau ; 'hill O O I 79+32 S or-I,? I v.• i wA E !I O I I dI q• u4 P 4 I ` PR P PRESSURE BOOST: 30.00 �___..._ _- ii TOTAL PRESSURE AVAILABLE.112.27 - - - - -_ , .�. ._.._._.. > l li i i I _ 1-_.__. _1_.-' .____._..._.- ...__.._. __ _. 1.. ...y _.... _.__ _ �, _ .._ - - L L �T C - ` --- - `"� � RESIDUAL R 24 28 , 15, Ott - - I i + _ Ott 4* `'� ��, � I ❑E Electrical source for Controller to be provided by developer. Contractor is responsible for hooking " °-- pi up controller to electrical pedestal. Refer to UJO ff 41+87 Q� > Electrical plans for the exact location of pedestal. MAINLINE"A"301NCH DEEP VALVES VALVES 28 A 24 14 FEETFC WEST SIDE 1 A 26,A 27 J1+ 0 A 29,A 30 V LVE� i �. - _ � - 3 az 40+12 40 1s gs7 __ _. _-_. _ __ _ _ ___ 3 Q 39 - VALVE 9+73 QUICK COUPLEfl QUAIL GARDENS DRIVE - �-G1�OUPTER 4EEVEF MAINRI q WIRES 361NCH DEEP 39+1 - _ „ ;.mm � ," „ - -;...� _ -----_ -- I'�j'' .._..__ _QUICK UPCEIi 7 U�° 15 FE F.0 TSl EQUAILGARDENSDRNE +36 ~ - - - - QUICK COUPLER A-19,A-20�A�E 7 II 4 _ _.. ___ e -^- i i UI K 7UPLER VALVESA-17. A-21,A-22 m A 1 - -- and flows indicated on plans . Any _ h3 pressures 3 b , _ __.� __ IL GARDENS DQ A 18 -_ .. V _ _ _..� 2 r _._ - 1 __ � , QUA -_._ _7 ,T � -- -`- •' "`� _T _ _ - . - - -- -- u _ _._ ____ __ ____. _._ discrepancies shall be reported to the Landscape Architect prior to the 16 TIE '- -- - _ -r �„t --v C I- SL �• - Y��-°-_°�'- �e.... - -_.-._ _-_A,-___-_ - - -_-�..._-GA_B_-R EN_tJ♦.-1 E�._U._f _+. m.__..._ J w K�UL P- MAINLINE IRES k R o� _._.P _ . __... start of any construction.6 -O - EVEFORMAINLINEA'WIRES36/N D5EP�� EasrSOEe g 1!3f p 1) ' d -25 Contractor is responsible for installing conduit Q VA VEA i SLEEVE MAINLINE WIRES",4" ! TO CENTER ISLAND 391NCH for telephone lines for each controller. Refer to EP J t J t if i utility consultant's plans to be provided by the j 3 owner for size and depth of bury for conduit and -2 4 the location of each hand hole. -�z r lk; j Q 41. 17 C) O O 1s ZJ O O �7 ;i 4 ® Reclaimed Water Sign z~ i z Note: Install anti-drain valves on heads Irrigation Requirements as required to prevent low head drainage. ETo 5.1 in./Mo.x.60(KC)/.75(IE)=4.081n./Mo./4 = 1.02 In./Wk, Schedule Rotors 1.02/4 Days/.68 In./Hr.(PR)x 60=22Min. Spray Heads 1.02/4 Days/1.70 In./Hr.(PR)x 60=9 Min. Bubbler Heads 1.02/4 Days/2.0 In./Hr.(PR)x 60=8 Min. Total Daily Irrigation Time Controller A 26 Spray Head Stations x 9 Min. = 396 Min. 4 Bubbloer Stations x 8 Min. =72 Min. Total Min. 556 Min./60 =9.3 Hrs./2 Valves=4.63 Hrs. E . D , 1 . C . ENVIRONMENTAL DESIGN AND IRRIGATION CONSULTANTS 3p' 31221 Calle Del Campo San Juan Capristrano, CA. 92675 Phone/Fax (949) 488-0374 -AN DSCAP f 9ROy s LIC k2I4 r, AS - BUILT V AR D E. SAN DIEGO COUNTY DEPT. OF HEALTH �p•p j - IG A R REN W E * EXP. DATE O CDATE) �P CORNERSTONE RE Ew D Y: ' srq�or CA 1 �� C O M M U N I T I E S APPROVED BY: 4365 Executive Drive,Suite 600,San Diego,California 92121 (619)458-9700 Fax(619)452-36M DATE: INSPECTOR DATE �� COMMUNITY SERVICES COMMUNITY DEVELOPMENT SAN ELIJO JOINT POWERS AUTHORITY ENCINITAS SANITARY DISTRICT ENCINITAS FIRE PROTECTION DISTRICT SAN DIEGUITO WATER DISTRICT RECLAIMED WATER SYSTEM APPROVAL PUBLIC SEWER SYSTEM APPROVAL REVIEWED BY: DUDEK & ASSOCIATES, INC. VALID TWO YEARS FROM DATE APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: K E Y MAP APPROVED BY: APPROVED BY: DATE: DATE: DATE: DATE: DATE: DATE: Approval Expires 2 Years After Date Signed REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY ✓PMHM � �pW" � CHECKED APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: TOP BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED IN WELL LL MONUMENT HORIZONTAL r = 30' LANSCAPE CONSTRUCTION PLANS F012: 5790-I LOCATION: STA, 64+24 AMINO 12 AI IVY-LANDSCAPE ARCHITECTS-INC. DATE: 434 West Cedar St.Ste.200 RECORDED FROM: S.D. CO VERTICAL ENCINITAS RANCH - SOUTH MESA CONTROL PAGE 105 VERTICAL San M& (619)235-5360ornia92101 H 12 YANEK, JR. R.L.A. N0. 2145 BY: BY: QUAIL GARDEN DRIVE STREETSCAPE- SOUTH ELEVATION: 120.20 DATUM: M.S.L. EXp. 6/30/05 DATE: DATE: WORK PROJECT No. 5790-1 T.M. No. 94-066 ES-292 STA 29+89.11 TO STA. 61+30.00 ISHEET21AOF 3 T I 10 METER BOX W/ METER 1 2 1 2 SIDEWALK CURB r 24 /r " \\\ I a _ -IIII I III- APPROX. S" — 1 I I I-1 I I 1° MIN. iv � - IIIIIIIII 6 -1111 N 1 1} POTABLE SERVICE LINE 12" MINIMUM o 8 � �—I � � /o- 0 o- o (*0 o0 10'MINIMUM TO POTABLE MAINLINE IN STREET 000•� • dC1CjDA08000*C`" 4 4 o MIN . + L j +■ �+ 1 MIN. 3 RECLAIMED WATER IRRIGATION MAINLINE W/SLEEVE 3 " @) PLAN VIEW 9 NOTE: —{5 VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING OF A 5 5 POTABLE WATERLINE INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL 7 CLEARANCE FROM POTABLE MAINLINE IN STREET. LEGEND LEGEND /� CARSON-BROOKS 1419 - RECTANGULAR NOTES LEGEND O VALVE BOX W/ T-TYPE LOCKING COVER. *2" IN SHRUB AREAS, FLUSH IN LAWN CARSON-BROOKS 1419 - RECTANGULAR NOTES POTABLE MAINLINE CROSSING VALVE BOX W/ T-TYPE LOCKING COVER. *2" IN SHRUB AREAS, FLUSH IN LAWN Oj HEAT BRAND 'PR' ONTO LID. AREAS. 0 MAINLINE FROM SOURCE 0 18" DEPTH. SEE HEAT BRAND 'PR' ONTO LID. AREAS. STANDARD DETAIL I-12. O FINISH GRADE / TOP OF MULCH PROVIDE VALVE BOX EXTENSIONS AS O FINISH GRADE / TOP OF MULCH PROVIDE VALVE BOX EXTENSIONS AS REQUIRED. 2} BAL-L VALVE. SEE STANDARD DETAIL 1-9. REQUIRED. �3} O WYE STRAINER PRESSURE REGULATOR `-� PROVIDE A MINIMUM 12" SEPARATION BETWEEN O4 BRICK (1 OF 4) OBRICK (1 OF 4) VALVE BOXES, SEE STANDARD DETAIL I-11. FINISH GRADE O O 6.0-INCH MINIMUM DEPTH OF 3/4-INCH 5 WAS INCH MINIMUM DEPTH OF 3/4-INCH QUICK COUPLER VALVE.VALVE BPROVIDE A MINIMUM D 12" WASHED GRAVEL WASHED GRAVEL SEPARATfON BETWEEN VALVE BOXES, SEE DETAIL I-10. ©PVC MAINLINE �u�t O PVC MAINLINE "w_ O7 FROM BACKFLOW 5 MAINLINE 9 12" DEPTH. O7 FROM BALL VALVE O TO MASTER VALVE O TO PRESSURE REGULATOR 3" WIDE METALLIC MARKER TAPE O BIOBARRIER ROOT CONTROL SYSTEM FABRIC O BIOBARRIER ROOT CONTROL SYSTEM FABRIC 10 BRASS UNION 0 "ALERTLINE" PURPLE LATERAL NON—PRESSURE RECLAIMED WATER PIPE FROM IRRIGATION HEAD � TO IRRIGATION HEAD. WHENEVER THE LINES CROSS THE POTABLE PIPE NO D0ETAILSENCINIT,SDETAILSU-2a-Pressure Regolator,dg&16101 D:0ETAILS�ENC,1I4ITASDSTALS \ly _o1Mm IfotdLmyodt.dwa D:FDETAI LSt ENCINiTASDHTAIL6IS_a1-VrlyeStramndwg 1=23102 SLEEVE IS REQUIRED. 0 "ALERTLINE" PURPLE COLORED PRESSURE PRESSURE REGULATOR 20 TYPICAL MANIFOLD LAYOUT 1 18 WYE STRAINER 1=31 MAINLINE PIPE. CITY OF ENCINITAS Standard Detail CITY OF ENCINITAS Standard Detail NO SCALE CITY OF ENCINITAS Standard Detail NO SCALE NO SCALE Community Services Department Community Services Department Community Services Department NOTE: WHERE POTABLE LINES AND CONSTANT PRESSURE RECLAIMED WATER LINES CROSS, THE RECLAIM LINES SHALL BE INSTALLED BELOW THE POTABLE WATER LINE IN A CLASS 200 Q PURPLE COLORED PVC SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 20 FEET. POTABLE WATERLINE WHITE PURPLE 12" MINIMUM CLEARANCE TYP. ACCESSIEILE X 10 SYMBOL -� FASTEN TO POST W/2 T,qL , . 3 1 /4) - RECLAIMED PRESSURE MAINLINE & SLEEVE 3/8' DIAM STOVE BOLTS ® AT SKIN ENDS In order to RECLAIMED WATER PIPE / POTABLE WATER PIPE SECTION Jz r OD. GALV. STEEL JL Conserve Water PIPE W/CAP CONCRETE t� 3/4" LATERAL FWSH GRADE F132 PLAN � n 3/4 n • ' RECLAIMED WATER IN USE 3/4" QUICK COUPLER H O b � ) DO NOT DRINK NO TOME EL AGUA LINE SIZE BALL VALVE �'. WASH HANDS LAVESE SUS AFTER MANOS DESPUES CONTACTING DE USAR 10, ill — 90% COMPACTED -7004- SLOGRADE MAINLINE NOTE: LINE SIZE BALL VALVE A. LETTERS SHALL BE WHITE B. BACKGROUND FOR SIGN SHALL BE PURPLE (PANTONE 512) C. SIZE OF SIGN SHALL BE 9 3/4" X 13 1/4" (n NOT TO SCALE " DO NOT DRINK SIGN " CROSS CONNECTION TES T STATION NOT TO SCALE '- NOTEt AS - BUILT ALL METAL SHALL BE MADE OF GALVANIZED STEEL `ANDSCgpF y� VC. x'2145 iT Ana ENCINITAS FIRE PROTECTION DISTRICT SAN DIEGUITO WATER DISTRICT "P. EXP. DATE RECLAIMED WATER SIGN INSTALLATION - - ( is � REVI WE : RECLAIMED WATER SIGN NOT TO SCALE REN (DATE) �P BY: BY: STgTe aF cr.C1Fd�` DATE: DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE INSPECTOR DATE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. ZL REPLACED PRESSURE DESCRIPTION: TOP OF BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED 5790-1 REGULATOR DETAIL AND ADDED IN WFI I MONLIMFNT HORIZONTAL IVY-LANDSCAPE ARCHITECTS-INC. DATE: ENCINITAS RANCH - SOUTH MESA WYE STRAINER DETAIL 2/12/02 LOCATION: STA 04+94 FIL C'AMINO REAL 434 west Cedar St.Ste.200 THIS SHEET TO REPLACE RECORDED FROM: SD. CO VEpTICAL_ San Diego,California 92101 R.L.A. NO. 2145 BY: BY: QUAIL GARDEN DRIVE STREETSCAPE- SOUTH SHEET 22. 8/15/02 CONTQOI PACE 105 VERTICAL (6191235-5360 H BOLD E. M S A K, .R. DATE: DATE: ELEVATION: 12020 DATUM: U&I - '4 EXP. 6/30/05 WORK PROJECT NO. 5790H T.M. NO. 94-066 ES-292 STA 29+89.11 TO STA. 61+30.00 SHEET 22AOF 3 Q TO.1 0 I FF CALSENSE PRE-ASSEMBLED ENCLOSURE INSTALLATION DETAIL F� —►I N PROXEALVE BOX 12 EXT SAS oouona B.R.Mtmia wa.l rrTr-I (mpRal Retie) _ wad wir-i-(m!!ft1 Re)M em RR Rene Rime w ) QUI M."w-BWE RR(L I --- wad(a-ROME-Pot((noel Rosa mM RR Reap Rector.w ) 3 N.aN RR-MME(Pot Rata Remde epwn) p Tap In T _ 3" 4 Fieton CanMCfM a �` _ �—T.FRP Top Cownm Cp Wbr paw wenba { � Ruda On F.Of En m ar a?N f I I I I 1 1 I�—1 Mgb For Em A.114 Vbeinp ® 1�ee 3 " ..•— 5 MDDEL s Samos S(LTL BIfRDSIPo: { ._"---._.. . MIN. _ WM SSE-R(W,O.ne Mlena) e II) I —1 E ry}j L��I ' 4"ILMM Vdlr l$ Qb )q E hl�• /'"^� ..�l l�-�I l� _ FLAW 000 , f W..e TP-r T.W.* o 0 0 - _ i 2., M1N. Pralatl.n ee.a e o e e o e } �i I t-^-t" e o e 6 s D 10 a +6 AMO To L4 N. canmew ra aeena wy Y* MIN. � 9a ©• 3/4'S .40 ♦ O p .�>� D CA. 0. rm VAC amclba Bm a y ' 314'S .40 Pndwea.Rn nndmee) 26'nM'ffi' wn Boma nnn � w 13 n s $ 14 1 II roeb B RMuMtl.' "e« .) L flnIA �� Ill Illllll I "� ' IIh I I I I r r/r SeR w Bntr S a BI For pMm rnm _] PCB Fw p �A U LEGEND II N/4'Sob w Bwbical Sesep s/e•.B OCpFm FINISHED GRADE FLUSH IN TURF AREAS, 3/4" ROCK, 3 PIPE FT. ER For 120 vat Paiwr i0 PVC MAINLINE PIPE TO MASTER VALVE PER SPECS RECTANGULAR VALVE BOX WJ 'T' TYPE LOCKING LID � & PLAN SEE MASTER VALVE OEtA1L. INSTALL LEDENO PER SPECS. HEAT BRAND LID W{ aFM ADAPTER AS REQUIRED TO DOWNSIZE TO FLOW ffj N (1 r1NISN ow IN TURF Am FLUSH WJ Q O illAWER ROOT CONTROL SYSTEM FABRM, METER SIZE AS NECESSARY. l� TOP QF 90X w 3 FLOW SENSOR PER LEGEND. 3/4 ROCK- 3 CO. R. � FINISH GRADE IN SHRUB AREAS. 11 i" SCHEDULE 40 PVC CONDUIT TO CONTROLLER. QPECT001AII00 WY.V6 WX W/ 'T' TYPE 12 NON-HARDENING CONDUIT PUTTY. SEAL CONDUIT LgGKINC "MA PER SPECS ?i 1* CONTIMI SCN&OULE 40 PyC CgNDlllr O5 WIRE CONNECTORS END. AUTOMATIC CONTROLLER N.T.S. MASTER CONTROL WIYE PER LECEND. Tq CONTROLLER O F*AW OWE rN SHRUB AREA. 1� SFAL IT GL7NOL'R W/ NON-IURDENtirG SEE MAINLINE PIPE To FROM FLOW PER SPECS. 13 PLANE S E EQUAL O16FTI ES THE FLOW METER SIZE, COHOUIT PUTtY. INSTALL ADAPTER AS REQUIRED TO UPStZE TO MAINLINE AS NECESSARY- 14 PIPE SIZE EQUAL To FLOW METER SIZE FOR LENGTH NOTE BRICK SUPPORTS. (i OF 4) EQUAL TO 5 TIMES THE FLOW METER SIZE. WIRE Gg"W ORS COIL 70-�INCN LENGTH (STALL, 00,4790L VALVES A MUkMUM or Cx�. OF WIRE. r09T AMT IN SHRUB AREAS UHLf.55 15 WIR LINEAR LENGTH OF WIRE COILED- TYPICAL ALL l OTLIERYNSE � 8108ARRIEFi ROOT CONTROL SYSTEM FABRIC. PARES awC MWmUNE FROM PRSSURC REGULATOR ��`y USE TEFLON TAPE ON ALL THWAOEO NOTE f--- 24" — I PVC MAFwNE TO FLOW METER, PIPE PER COMECTMS,. INSTALL FLOW SENSOR AS PER THE SPECS, SCE PLOW M nR OETPAL. MANUFACTURER'S RECOMMENDATIONS, WIRE T4 IRRIGATION CONTROLLER. WALKWAY D.iOETAil.S\ENCINITfiS CE7AILSlFhnM.peter,wg � S DETAL C 12 D:\I'`,ETAILS\ENCSN{TAS DETAIL 7Mas+.arUeive.dwa CURB AREA ENLARGED X11 MASTER VAVLE FLOW METER 1-6 3" I-5 14 — �' CITY OF ENCINITAS Standard Detail NO SCALE CITY OF ENCINITAS Department Standard Detail NO SCALE ��y��) o" 2'f- 26" Community Services Department 26 1� 5 1 �I 1 3 Ir r 2„ t — 1 M x 12 coNTROLLER FOOTPRINT 1 CONC,PAD FOR CONTROU92 VE2FY WLLH CALSHJSE TENPIATE FOR DIMENSION AND LOCATION OF CONDUT SWEEP WITI-N TFE 17 BY M'AREA OF 71-E CONTROLLER.(800)572-8608 2 L 3/4'MASTER VALVE SWE P CONDUT 2 — Z r 2 3/4'RAW(ET82 SWEEP CONDUT - _ I III-III-I 3.r 12Ov ELECTRICAL SUPPLY FROM NVTE R SWEEP - 5 78.E1NONE SWE -COND ar —� y —� 6 a III 1 1 1 1 1 1 6 n 6 z ur STATION wRNG sVJB�coNDUr N I I—_III I - ao I =1 1=1 7. r SPARE SW�ConixiT _ 6 I I I I—I rj I AUTOMATIC CONTROLLER PLAN VIEW N.T.S. y 3,. MIN. 0 3" MIN. 0 C4 ° �-�-��,�i�, ° s ° 000§ 2" MIN. 0 )O °�i A(L��(R�� • �aQ 8 B i0?SO • d1W ��• 5 3 9 B O 5 3 9 4 4 5 3 9 SECTION VIEW SECTION VIEW SECTION VIEW LEGEND NOTES LEGEND NOTES O7CARSON-BROOKS 910 W/ 910-4B * 2" IN SHRUB AREAS, FLUSH IN LAWN LEGEND NOTES COVER. HAT BRAND 'BV' ONTO AREAS. * 2" IN SHRUB AREAS, FLUSH IN LAWN • 2" IN SHRUB AREAS, (LUSH IN LAWN LID. 1 CARSON-BROOKS AN W/ 910°46 AREAS. Oi CARSON-BROOKS AN W/ 910-4B AREAS. OVER. HEAT BRAND '8V ONTO COVER. HAT BRAND 'BV' ONTO O2 FINISH GRADE/TOP OF MULCH PROVIDE VALVE BOX EXTENSIONS AS PROVIDE VALVE BOX EXTENSIONS AS LID. PROVIDE VALVE BOX EXTENSIONS AS REQUIRED. FINISH GRADE/TOP OF MULCH REQUIRED. O2 FNISH GRADE/TOP OF MULCH REQUIRED. @3 KBI-BLOCKED TRUE LEGEND UNION BALL USE 45 DEGREE ELLS TO ACHIEVE SPECS. MAINLINE DEPTH ON THE UPSTREAM & KBI-BLOCKED TRUE UNION BALI. USE 45 DEGREE ELLS TO ACHIEVE DOWNSTREAM SIDES OF THE BALL VALVE. O VALVE PER LEGEND & SPECS. MAINLINE DEPTH ON THE DOWNSTREAM O KBVALLVEE PER LEGEND UNION & SPECS. MAINLINE DEPTH ON THE UPSTREAM SIDE O4 BRICK (1 OF 4) BRICK (9 OF 4) BRICK (1 OF 4) SIDE OF THE BALL VALVE. OF THE BALL VALVE. O O 6.0-INCH MINIMUM E �, \:/6.0-INCH MINIMUM DEPTH OF OS 6.0-INCH MINIMUM DEPTH OF 3/4-NCH WASHED GRAVEL O PVC MAINLINE PIPE 3f4-INCH WASHED GRAVEL 3/4-INCH WASHED GRAVEL O7 FROM MAINLINE PVC MAINLINE PIPE O PVC MAINLINE PIPE _pNDSCgpf ®TO MAINLINE �FROM FLAW METER O FROM MAINLINE �R6� q'Qgs, '/♦ \°.'TO IRRIGATION SYSTEMS Og TO REMOTE CONTROL & QUICK COUPLER VALVE e� uc. y2i E. s� v, Og BIOBARRIER ROOT CONTROL SYSTEM FABRIC. E. }' BIOBARRIER ROOT CONTROL SYSTEM FABRIC. � O9 BIOBARRIER ROOT CONTROL SYSTEM FABRIC. � �m 5 T •� REN (DATE) sP4TF OF CALM 1 "AS - BUILT D DETAILS\ENCENITAS 6ETAil.StBGIiVaPdea ftCti°aeg r/ � t:9DETA1LSAENC1NiTAS DETAILSVBa!IValve d .L DID_TAILSiENCNITAS DE A U'v,96;1VR;V8@Ff dw; V/ �°t BALL VALVE @ FLOW METER QQ BALL VALVE e°ORQuCKCOUPLERvawE 1-9 Q ENCINITAS FIRE PROTECTION DISTRICT SAN DIEGUITO WATER DISTRICT EXP. DATE BALL VALVE MAINLINE ISOLATION 1-7 1-V REV EW Y: CITY OF ENCINITAS Standard Detail NO SCALE CITY OF ENCINITAS Standard Detail NO SCALE CITY OF ENCINITAS Standard Detail NO SCALE Community Services Department Community Services Department BY: BY: Community Services Department DATE: DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE INSPECTOR DATE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY RECOMMENDED APPROVED 5790-I ADDED DETAILS AND REMOVE DESCRIPTION: TOP OF BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF REMOTE POLE ANTENNA 2/12/02 IN WFI I HONE MST HORIZONTAL IVY-LANDSCAPE ARCHITECTS-INC. DATE: � ENCINITAS RANCH - SOUTH MESA o TENS SHEET TO REPLACE LOCATION: STA. 64+24 ELCAMN°� 434 West Cedar St.Ste.200 BY: BY: QUAIL GARDEN DRIVE STREETSCAPE- SOUTH 8/15/02 RECORDED FROM: cn CO V/FDT�AI San 92101 R.L.A. N0. 2145 SHEET 23. C C)NT2nl pArF Io5 VERTICAL I ) H RO D E.'M S ANEK, JR. DATE: DATE: 94-066 ES 292 STA 29+89.11 TO STA. 61+30.00 SNEET23AOF 34 EXP. 6/30/05 WORK PROJECT N0. 57901 T.M. N0. O1 ELEVATION: 12090 DATUM: Mcil I 12" MAX_,_1 1 2 3 4 1 6" MIN. I 5 - :ITI I I 2 - - - 164!T A '—►�) 3 _ t2' ��iTi-ITi 7 11=� 1 -1 4 �lTi j� 5 ► -1 I I - 4 —_ n ICI!iT _ 18 r 5 ss1!1-1 I 1 1 I-1 11= 5 — s o " MIN, O t2" 5 3" MIN, a d Ili :. II 11I1�j-1��i11—�- � ! IIIp � I ...IL� I iI TC I DIMENSION - - A B C 0 " _ --U �! L 1J2" TO 4" IN SIZE WHERE BELOW VEHICULAR PAVING 38" 36° 24" 4` - 7/2" TO 4° IN SIZE WHERE BELOW PEDESTRIAN PAVING 18" 18" 12" 4° SECTION VIEW s PLAN VIEW 12 11 ? 10 * 4" SEPARATION 10 9 12 * SEE SLEEVE DETAIL LEGEND NOTES VEHICULAR PAVING, LEGEND 140TES 30-INCH LINEAR LENGTH OF * 2" IN SHRUB AREAS, FLUSH IN LAWN � SLEEVES SHALL BE 2 TIMES THE DIAMETER OF 030-INCH �y WIRE COILED AREAS. PAVING PER PLAN. THE PIPE OR WIRE BUNDLE CARRIED. V WATER PROOF CONNECTION USE TEFLON TAPE ON ALL. THREADED SAND SACKFiU_ COMPACTED BUNDLE WIRING & WRAP W/ ELECTRICAL TAPE 0 �' TQ MATCH RECOMMENDATIONS 10' INTERVALS. (t OF 2) CONNECTIONS. }� 3 ID TAG LEGEND NOTES: FOR ADJACENT SUB-GRADE. LEGEND (DRECTMPEGLOGK(NG VALVE OX 'T' Q FINISH GRADE WITHIN TRENCH. SHALL BE SNAKED SCH 40 PVC LATERAL LINE SPECIFICATIONS,PIPING SHALL 8E INSTALLED IN �3 ACCORDANCE W/ MANUFACTURER'S INSTALLATION .ROUND VALVE BOX W/ COCKING 'T' 6 PRE-ASSEMBLED QUICK COUPLER � HEAT BRAND STATION NUMBER ON LID (i)LATERAL LINE SEE SPECS- BUNDLE WIRING & WRAP W/ TAPE D 10' � ALL PVC MAINLINE, PVC LATERAL LINES, & TYPE COVER PER SPECS, MEAT SWING JOINT AS MANUFACTURED BY l'J FINISH GRADE/TOP OF MULCH INTERVALS. 4 SCH. 40 PVC WIRE SLEEVE. r^� CONTROL WIRES SHAH BE SLEEVED BELOW ALL BRAHO "QCV" ONTO LID. DURA. MODEL NUfa A � I:�COMPACTED EARTH (:;'r SLEEVE PVC MAINLINE HARDSCAPE ELEMENTS W/ SCH. 40 PVC. REMOTE CONTROL VALVE: TIE A 24" LOOP IN ALL WIRING ® CHANGES �\JJ 2 phism GRAM/TOP OF MULCH. PER LEGEND & SPECS. 4 PRESSURE MAINLINE - SEE SPECS, OF DIRECTION GREATER THAN 30 DEGREES. UNLESS OTHERWISE SPECIFIED 2 TIME ON PLANS (q} � PROVIDE SLEEVES 2 TIMES THE DIAMETER OF QUICK COUPLER UAILYC PER LEGEND to �i % �• ��"TM ��R STAKE. (�7 ..PVC MALE ADAPTER. -�y UNTIE AFTER ALL CONNECTIONS HAVE BEEN � UNDISTURBED SOIL. 5pEC5, iq PVC MAINLINE PIKE F&CM BALL VALVE. 8 PVC LATERAL PIPE TO SPRINKLERS. V CONTROL WIRES - SEE SPECS. MADE. THE PIPE OR WIRE BUNDLE. QUICK LOCK BY OURA 11 COMPACTED L'AIEIH. BRICK {t OF 4) - TRENCH CONTRACTOR SHALL MARK EDGE OF PAVING 8 INCH LOCK BM DEPTH OF 3/4 INCH 12 81 TER ROOT CONTROL SYSTEM 10 SIOBARRIER ROOT CONTROL SYSTEM FABRIC, O SACKFILL PER SPECS. ABOVE BOTH ENDS OF SLEEVE CA A SCORE MARK TO DESIGNATE SLEEVE LOCATION, WASHED GRAVEL, t7 6 INCH MINIMUM DEPTH OF SLEEVE ENDS SHALL EXTEND 12° BEYOND EDGE (�} 3/4-INCH WASHED GRAVEL OF HARDSCAPE. BRICK {t Of �) NOTES 12 PVC MAINLINE FROM MANIFOLD BALL VALVE. AFTER INSTALLATION OF, PIPE & IRE, MAINLINE wrimC. •2- IN 5NRtJ8 AREAS.. F1.U5N M tAYf,t ARf,AS. USE TEFLON TAPE ON Au. -MRtiADED USE SHALL FILL REMAINING VOID IN ENDS OF SLEEVES WJ CONDUIT PUTTY. frmN05. TYPICAL. AILS` NC d TAS Cr I AO_SQwckCoupler Valve.dwa i"YTA.i. !AENGINYTAS PETAILSVRemoteCornrotValve.dwg 0k DPTA1LStENC VITAS DETAILSVP.pe8lMreTrenchina. dw,g 13:1DE-.AiLSENCW1TAS G QUICK COUPLER VALVE REMOTE CONTROL VALVE I-11 PIPE & WIRE TRENCHING 1=1 2 Sleeves 113 CITY OF ENCINITAS Standard Detail 1=1 0 CITY OF ENCINITAS Standard Detail NO SCALE CITY OF ENCINITAS Standard Detail NO SCALE CITY OF ENCINITAS ent Standard Detail NO SCALE Community Services Department No SCALE Community Services Department Community Services Department Tj 2 7 8 (1 2 7 8 J LEGEND, Q I. CALSENSE ENCLOSURE PER IRRIGATION LEGEND III=I I= III=III II .. ¢ II 11I�I II1 (SHEER 25). ( ° 3 2. CONCRETE PAVING - PER MANUFACTURERS SPECS. I—III=I I I I=I I ElIII II 1! If " 3. 90 8 COMPACTED SLIBGRADE. D: 4. POURED IN PLACE 2'-0" WIDE 4' THICK WALK. SLRPACE --��� TO MATCH ADJACENT. --{y - 5. V2' TOOLED LED RADIUS. 3 9 9 i dl� i 6. FINISH GRADE, SEE PLAN. 12 7. EXPANSION JOINT,MATCH COLOR OF CONCRETE PAVING. 8. CONTROL JOINT 6'O.C.MAX TYP. 12" 9. FINISH TO MATCH ADJACENT. K).WALK PER ENGINEERS PLANS. 1 10 * 2" IN TURF AREAS �� � 4" IN SHRUB AREAS 7 5 9 8 4 7 \` 30" 99' * 2" " IN SHRUB AREAS o 6 VARIES SEE�} 4 5 s 10 * y2�.e. p PLAN I ode Op • �(`�-3,t0 ♦40 -•p9�p 1 6 I=lI = 5 fi 2 4 � 1L, � III- 6 3 LEGEND NOTE: VARIES SEE 15.5' O SHRUB / GROUND COVER A. USE TEFLON TAPE ON MALE PIPE LEGEND NOTE"" PLAN THREADS FOR PVC TO PVC O FINISH GRADE/TOP OF MULCH CONNECTIONS. SHRUB J GROUND COVER A. USE TEFLON TAPE ON MALE PIPE THREADS FOR PVC TO O POP-UP SPRAY OR ROTOR SPRINKLER B. INSTALL SPRINKLER HEADS PLUMB. FINISH GRAOE/TOP OF MULCH PVC CONNECTIONS. O HUNTER 1/2" SWING JOINT SJ512 OR ADJUST SPRAYS OR NOZZLE Q LEGEND NOTE 3/4" SWING JOINT SJ712 AS REQUIRED STREAM TO COVER LANDSCAPE 3 POP-UP SPRAY SPRINKLER: B. INSTALL SPRINKLER HEADS ELECTRICAL SWEEPS NOT AREA WITHOUT OVER-SPRAY ONTO ( } PLUMB. ADJUST SPRAYS OR NOT TO SCALE TO MATCH SPRINKLER INLET SIZE. PAVING, FENCES, WALLS OR �-' HUNTER TER 1/2" WING JOINT NOZZLE STREAM TO COVER {`j') FINISH GRADE IN TURF AREAS. REQUIRED FOR DIRECT 6 IRRIGATION CONTROLER ACCESS OO PVELSCH 40 S xLATERALTEESORINKLER INLET BUILDINGS. TO MATCH SIZE OF SPRINKLER INLET LANDSCAPE QNTO WITHOUT (_0 "%% CARSON-BROOKS VALVE BOX 910 W/ ELECTRICAL SWEEPS SHALL BE FITTING �ANDSCAPF SIZE. C. INSTALL SPRINKLER HEADS FLUSH PVC SCH 40 S x S x T TEE OR S x T FENCES, WALLS OR BUILDINGS. 910-48 COVER. HEAT BRAND W" ONTO SEALED USING APPROVED REb '�c O W/ GRADE IN TURF AREAS & 1/2° ELL FITTING - LATERAL x SPRINKLER INLET LID. NON CONDUIT PVC LATERAL PIPE ,N4, H, 6 SIZE C. INSTALL SPRINKLER HEADS SEALANT NT PUTTY a UC. 27a5 r ABOVE GRADE IN SHRUB/GROUND GRASS COVER AREAS. 6 PVC LATERAL PIPE FLUSH WJ GRADE IN TURF 36° WIRE EXPANSION LOOP TYP. AREAS & 1J2° ABOVE GRADE IN SHRUB GROUND COVER ' ® WALK OR CURB 7 GRASS / 4 FINISHED GRADE IN SHRUB AREAS. ( IG- TU � O UNDISTURBED SOIL 8Q WALK OR CURB AREAS. WIRE CONNECTORS. }+ REN 10 ANTI-DRAIN VALVE AS REQUIRED 9 UNDISTURBED SOIL (DATE) t1 \p. TO PREVENT LOW HEAD DRAINAGE. 10 ANThDRAIN VALVE AS REQUIRED �6 BRICK SUPPORTS.Pvc ST4TE OF CP TO PREVENT LOW HEAD DRAINAGE. ONDUL£CTRICAL SWEEP IF INSTALLED IN BIOSARRIER ROOT CONTROL SYSTEM FABRIC. w/F� 3J4" ROCK. 3 CUBIC FEET. AS — BUILT W DApETAILSiENCINiTAS DETAILS;Sprinkler-EPOFSpFaYROtar.tlr:y- 0\DE.ALS`,ENCNITAS DETAtLSt12"PepUp.dwq, D 1D`7AILSIENCINITAS OETASLSWulIOax.tr: �34.Or1 • %' ENCINITAS FIRE PROTECTION DISTRICT SAN DIEGUITO WATER DISTRICT R E.I D B EXP. DATE POP-UP SPRAY & ROTOR 114 1211 POP-UP 1_15 PULL BOX _ I-17 BY: BY: CITY OF ENCINITAS Standard Detail NO SCALE CITY OF ENCINITAS Standard Detail NO SCALE CITY OF ENCINITAS Standard Detail NO SCALE Community Services Department Community Services Department DATE: DATE: S/GNATURE EXPIRES 2 YEARS FROM DATE INSPECTOR DATE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY DESIGNED 13Y DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N L REE VISD DETAIL 2/@/02 DESCRIPTION: TOP OF BRASS DISK PLANS PREPAR D UNDER THE SUPERVISION OF RECOMMENDED APPROVED 5790-I A THIS SHEET TO REPLACE IN WFI i MONIJMFNT HORIZONTAL IVY-LANDSCAPE ARCHITECTS-INC. DATE: 4/9®¢ ENCINITAS RANCH - SOUTH MESA SHIEST 24. 1 8/15/02 LOCATION: STA 64+24 EL CAMINO REAL 434 West Cedar St.Ste.200 RECORDED FROM: Sr), GOVERTICAL _ San Diego,California 92101 BY: BY: QUAIL GARDEN DRIVE STREETSCAPE- SOUTH CONTBOI PAC�F 105 VERTICAL (6191 2355360 ` S A K, JR. R.L.A. N0. 2145 H RO E. Mi NE DATE: DATE: 94-066 ES-292 STA 29+89.11 TO STA. 61+30.00 ELEVATION: 120.20 DATUM: M.S.L. EXP. 6/30/05 WORK PROJECT N0. 5790 T.M. No. SNEET24AOF 4' QT .1 Irrigation Legend WATER TANDARD PLAN NOTES S RECYCLED (SAN DIEGO DEN) Irrigation Installation Notes Q bol Manufacturer/Model No. Description PSI GPM RAD 1. All mainline shall be buried with a minimum of 18"of cover in planted areas and 36"of cover under Rain Bold 16I2-9AI9I - PR8-1o'Fe - 1599T 25 i.H *A520 I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE OLIVENHAIN MUNICIPAL WATER all paved areas. DISTRICT'S RULES AND REGULATIONS. 2. All lateral lines shall be buried with a minimum of 12"of cover in planted areas and 24"of cover under Ra q Bird q8q2 SAM PR8 .YPE) 159 25 82 14' 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE all paved areas. PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. Developer will provide water meter, and electrical supply for the controller. Contractor .°.ter °""" °°° " ^ '" 86 1 66 1�1' 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE will be responsible for installing and connecting mainline to meter and the controller to the BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. electrical source supplied by the developer. 4. Electrical control wire shall be direct burial #14 U.F. approved in an 18"deep trench. Common wire 4 o' 1 ' °""" ooe °^ 1 aQ Vllnl �a @2 1�1' PROHIBITED in be white and hot wire red. Secure wire to mainline at a minimum of 10' intervals and all changes 7, 4. NOSE BIBS ARE STRICTLY P in direction. Use Spears DS-100 wire connectors. ✓ Rain Bird 1812 -SAM - PRS-VPC - 10Q 25 .39 10' 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES 5. Systems have been designed with a minimum static pressure of 60 PSI at the meter and a maximum V Rain Bird 1812-SAM - PRS-VPC - 10H 25 .72 10' ARE STRICTLY PROHIBITED. flow of 70 GPM'S. Notify the District's authorized representative of any discrepancies prior to construction. 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL 6. Install gate valves 2-1/2"and larger, remote control valves and pressure regulators in model#1419-12 8 Rain Bird 1812-SAM -PRS-VPC - 8Q 25 .21 7' OF THE SAN DIEGITO WATER DISTRICT. Carson/Brooks valve boxes and gate valves 2"and smaller and quick coupler valves in Carson/Brooks �' Rain Bird 1812-SAM- PRS-VPC - 8H 25 .41 T model # 910 valve boxes. Install valve boxes with green bolt down covers marked GV, QCV, PR and RCV 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER SAN DIEGITO WATER respectively. V Rain Bird 1812-SAM -PRS -VPC - 8Q-PCs 25 .20 5' DISTRICT'S RULES AND REGULATIONS. 7. Verify all irrigation sleeves in the field either existing or those to be installed. Rain Bird 1812 -SAM -PRS-VPC - 8H-PCS 25 .40 5' 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM IO:OOPM TO 6:OOAM. THE 8. Supply two quick coupler keys and matching hose ells to the Developer at the end of the maintenance HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED period. Rain Bird 1806-SAM - PRS-VPC-5CST-B 25 .50 5' BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED 9. All irrigation work shall be guaranteed by the Contractor as to material and workmanship for a period Q Rain Bird 1812-SAM -PRS -VPC- 15EST 25 .61 4'X14' TERTIARY RECYCLED WATER SHALL BE BE UNDER THE SUPERVISION OF THE DESIGNATED of one year from the time of final acceptance of the work. USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED 10. The final location and exact positioning of the automatic controller shall be approved by the city O Rain Bird 1806 -SAM- PRS-VPC- 15SST 25 1.21 4'X28' TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF IO;OOPM AND 61OOAM. authorized representative prior to installation. Q ��-Hartter-pg,F�r.er-L�4 5 g�c^T^ir+=6{-d; 39 1 6B z5' 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET THE SAN DIEGITO WATER 11.The irrigation contractor shall not willfully install the irrigation system as shown on the drawings DISTRICT'S RULES AND REGULATIONS. when it is obvious in the field that obstructions, grade differences or differences in the area's dimensions `_ H + pr u _nRV_I a _u n RnTnR PnP_I IP 39 3.19 31' 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED exist that might not have been considered in the engineering. Such obstructions or differences shall be brought to the attention of the Landscape Architect. In the event this notification is not performed,the WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION c OR OTHER USE, LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR irrigation contractor shall assume full responsibility for any revision necessary. � RAIN BIRD 1812 - SAM - PRS - 15Q - VPC 30 .92 15 SYSTEM OPERATION, IS STRICTLY PROHIBITED. verify Extreme care shall be exercised l excavating and working near existing utilities. Contractor shall RAIN BIRD 1812 - SAM - PRS - 1 5H - VPC 30 1 .85 1 5' verify the location and condition of all l utilities and be responsible for damage to any utilities. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE 13. The Conttractor shall at all times protect his work from damage and theft and replace all damaged RAI N BIRD 1812 - SAM - PRS - 15F - VPC 30 3.70 15' OVER-SPRAYING ON SIDEWALKS, STREETS, AND NON-DESIGNATED AREAS, or stolen components at his expense until the work is accepted by the city. RAIN BIRD 1812 - SAM - PRS - 10H - VPC 30 .79 10' 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE 14. All constant pressure lines shall be tested for a period of 4 hours under a hydrostatic pressure of ON RECYCLED WATER DISTRIBUTION SYSTEMS PER SAN DIEGITO WATER DISTRICT'S 150 PSI and be proven watertight. Contractor shall provide all equipment necessary for the hydrostatic RAI N BIRD 1812 - SAM - PRS - 1 OF - VPC 30 1 .58 10' RULES AND REGULATIONS. tests. RAIN BIRD 1402- BUBBLER (SEE DETAIL) 30 .50 15. Except otherwise provided, the Contractor shall procure all permits and licenses, pay all charges 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE 30 .39 8' BOXES, ECT.) SHALL BE COLOR-CODED PURLS PER AWWA GUIDELINES AND SECTION and fees and give all notices necessary and incidental to the due lawful prosecution of the work. � RAIN BIRD 1 81 2 - SAM - PRS - 8Q - VPC 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 16. All piping and control wire under pavement shall be installed in sch. 40 PVC sleeves.Sleeving shall be as follows: RAIN BIRD 1812 - SAM - PRS - 8H - VPC 30 .79 8' 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR Install mainline, laterals and wiring under vehicle paving in sch. 40 PVC sleeves w/36"of cover. RAIN BIRD 1812 - SAM - PRS - 12Q - VPC 30 .65 12' RECYCLED WATER,"COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND Install mainline and wiring under pedestrian paving in sch. 40 PVC sleeves w/18"of cover. STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE SAN DIEGITO Install lateral pipe under pedestrian paving in sch. 40 PVC sleeves w/12"of cover. l(_J RAIN BIRD 1812 - SAM - PRS - 12Q - VPC 30 1 .3 12' WATER DISTRICT'S RULES AND REGULATIONS. 17. Upon completion of installation, adjust all heads for proper coverage and distance so as not to RAIN BIRD 1812 - SAM - PRS - 12Q - VPC 30 2.6 12' 15. ON NEW SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE allow any overspray onto paved areas or other hard surfaces. RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF 4 FEET APART 18. Drawings are diagrammatic. Contractor shall be responsible for adjustments necessary to conform LINES SHOULD BE PLACED A MINIMUM OF 4 FEET APART OR AS DIRECTED BY THE to actual field conditions. Costs incurred due to any adjustments for coverage, including those PROJECT ENGINEER AND/OR REGULATORY AGENCY, MEASUREMENTS SHALL BE requested by the Landscape Architect or the Developer's authorized representative, relative to the location BETWEEN FENCING SURFACES, NOT PIPE CENTERLINES. of equipment as shown on the drawings, shall be the responsibility of the Contractor. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST 12" BELOW 19. Pipe routing is diagrammatic and is shown for clarification only. Install all pipe in planted areas POTABLE WATER LINES, AND MAINTAIN AT LEAST TWELVE INCHES CROSSING wherever possible. SEPARATION BETWEEN OTHER UTILITIES. ALL SPRINKLER BODIES SHALL INCLUDE PURPLE TOPS WITH RECLAIMED WATER WARNING. 17, IF CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A ONE EXTRA COMMON AND TWO EXTRA CONTROL WIRES SHALL BE PROVIDED FROM ANTI -DRAIN VALVES SHALL BE INSTALLED AS REQUIRED TO ELIMINATE ALL LOW HEAD DRAINAGE OR LESS THAN 12" BELOW A POTABLE WATER LINE, THEN THE CONTROLLER TO LAST VALVE ON EACH SECTION OF MAINLINE. ALL EXTRA CONTROL WIRES AND Note: PORTABLE WATER LINE RECYCLED WATER LINE SHALL S INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE ONLY EXTRA CONTROL WIRES SHALL BE ORANGE IN COLOR. THE EXTRA COMMON WIRE SHALL CONTRACTOR SHALL INSTALL PCs SCREENS IN ALL RAIN BIRD SPRAY HEADS BE WHITE WITH A GREEN STRIPE. THE EXTRA WIRES SHALL BE LOOPED UP (24"LOOP) INTO EACH CONTRACTOR SHALL INSTALL NECESSARY PCS SCREENS TO ACHIEVE OPTIMAL RADIUS PATTEN AS PER THE SAN DIEGITO WATER DISTRICT'S RULES AND REGULATIONS. VALVE BOX ALONG ITS RUN AND MADE VISIBLE FOR EASY FUTURE USE. FOR EACH HEAD. CONTRACTOR SHALL INSURE 100% COVERAGE WITH MINIMAL OVER SPRAY. 18. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE SAN DIEGITO WATER DISTRICT AND/OR Miscellaneous Equipment THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR LOCATION VERIFIED THE IRRIGATION CONTROLLER SHALL BE AS SHOWN ON THE PLAN AND SHALL TO ANY USE OF RECYCLED WATER. CONTRO LSHALLBEASS SHOWN THE NANDSTAECEVERPIEDBYTREPRESENTATIVE Symbol Manufacturer Model No./Description CONTROLLER SHALL BE AS SHOWN ON THE PLAN AND SHALL BE VERIFIED BY THE LANDSCAPE ARCHITECT 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE PRIOR TO INSTALLATION. IRRIGATION HEADS NEAR CONTROLLER SHALL BE MOVED OR ADJUSTED AS NECESSARY SAN DIEGITO WATER DISTRICT AND/OR THE SAN DIEGE COUNTY DEPARTMENT TO OVOID OVER SPRAY ONTO THE CONTROLLER. CONTRACTOR SHALL CONSTRUCT AN ACCESS WALK TO THE RAINBIRD EFB-CP-NP-HAN-SERIES - SIZE PER PLAN. INSTALL IN A OF ENVIRONMENTAL HEALTH. COPIES OF THE INSPECTION REPORTS WILL BE FROWARDED DOOR TO THE SATISFACTION OF THE CITY AND THE LANDSCAPE ARCHITECT CONTRACTOR SHALL FURNISH AND INSTALLED IN CARSON/BROOKS MODEL 1419-12 VALVE BOX W/ 1419-4B COVER INSTALL TELEPHONE CONDUIT FROM CONTROLLERS TO NEAREST TELEPHONE CONNECTION. CONTRACTOR Q SHALL ARRANGE FOR TELEPHONE COMPANY TO MAKE FINAL CONNECTION, PROVIDE DIAL TONE AND PHONE TO THE NON-INSPECTING PARTY. CA:N:TB:R D 200-E FB-CP-NP-HAN 2"NUMBER FOR CITY'S CENTRAL CONTROL SYSTEM. PRIOR TO ANY WORK, CONTRACTOR SHALL VERIFY VALVE INSTALLED IN CARSON/BROOKS MODEL�1419 A LVE BOX W/1419-48 COVER 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS TELEPHONE COMPANY REQUIREMENTS AND COMPLY. SHALL BE CALLED OUT ON THE PLANS. � NELSON 7645 NON-DOMESTIC WATER QUICK COUPLER VALVE INSTALLED IN CARSON/BROOKS MODEL 910 VALVE BOX W/ 910-4B COVER 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THE INDIVIDUAL SHALL BE FAMILAR WITH PLUMBING SYSTEMS WITHIN 2" PLENTY- MODEL 60- CAST BRONZE- Y STRAINER (OR CITY APPROVED EQUIVALENT) INSTALLED IN Q THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, O CARSON/BROOKS MODEL 1419 - 18 VALVE BOX THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE u KING BROS. KBI-BTU TRUE UNION T x T LINE SIZE BALL VALVE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGITO WATER DISTRICT AND/OR THE SAN DIEGO " COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. F CALSENSE - 1.5 FLOW METER INSTALLED IN IN CASE OF EMERGENCY ARSON/BR GENCY CONTACT JACK ROBSON AT (858) 459-9700 F O OOKS MODEL 1419-12 VALVE BOX W/1419-413 COVER N NAME PHONE NUMBER OR AFTER HOURS CONTACT JACK ROBSON AT (619)518-5105 � ELECTRICAL CONNECTION TO BE PROVIDED BY CORNERSTON COMMUNITIES. LANDSCAPE CONTRACTOR SHALL MAKE FINAL CONNECTION. NAME PHONE NUMBER - - - PACIFIC PLASTICS "CYCLE FLOW" PURPLE MAINLINE PIPE (SIZE AS NOTED) 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER CL. 315 PVC FOR SIZE 2" AND LARGER AND SCH. 40 PVC FOR SIZES 11/2" AND SMALLER 1 LkkNNf Q WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON Note: PACIFIC PLASTICS "CYCLE FLOW" PURPLE SCH. 40 PVC LATERAL LINE (SIZE AS NOTED) 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED Install all pipe and control wire under paving in Sch. 40 PVC sleeves 2" IRRIGATION METER WITH 2" SERVICE LINE TO BE PROVIDED BY DEVELOPER OUTDOOR EATING AREAS ON THIS SITE. twice the diameter of the pipe being sleeved and 2" sleeves for control FMI wire. 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF Pipe Sizing Legend RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR STASTION NO. I M IRRIGATION PUMP. REFER TO PUMP DETAILS, SHEET 34 IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, A 1 7 GPM's 3/4" CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE 1 " VALVE SIZE 1" �,.) INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDE Q D BY DISTANCE, Notes: I M CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. CONTRACTOR SHALL FURNISH AND INSTALL TELEPHONE CONDUIT FROM CONTROLLERS TO NEAREST TELEPHONE CALSENSE IRRIGATION CONTROLLER ASSEMBLY MODEL#ET 2000-40-R-RR/SSE-R. WITH LOCK TO BE KEYED W AS - BUILT CONNECTION FOR CITY'S CENTRAL CONTROL SYSTEM. CONTRACTOR SHALL COORDINATE WITH THE CITY AND A FOR THE ENCINITAS PARK AND BEACH DIVISION. TELEPHONE COMPANY TO HAVE FINAL CONNECTION PROVIDED TO CONTROLLERS. �R�o A"GS�Pf ogcy 6 30 05 6y 1 PRIOR TO ANY CONSTRUCTION CONTRACTORS SHALL FIELD VERIFY PRESSURE. Gy LIC. 21 E. ENCINITAS FIRE PROTECTION DISTRICT SAN DIEGUITO WATER DISTRICT E. EX DATE G E REVIE D Y: ]� REN AL. BY: BY: (unity \P DATE: 3Tq7.e OF CAOF� DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE INSPECTOR DATE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY DESIGNED BY DRAPWM BY CHEJP�D M APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO REVISED LEGEND (MISCELLANEO DESCRIPTION: TOP OF BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED LANDSCAPE IRRIGATION DETAILS FOR: 5790-1 EQUIPMENT) 8A5/02 N WEII MOMIMFNT HORIZONTAL N.T.S. IVY-LANDSCAPE ARCHITECTS-INC. DATE: ENCINITAS RANCH - SOUTH MESA 2L TWS SHEET TO REPLACE LOCATION: STA 64+24 EL CAMINO 2FAL 434 West Cedar St.Ste.200 SWEET 25. 8/15/02 RECORDED FROM: Sr) COVE2TICAL - 1anDiego5360ornia92101 R.L.A. NO. 2145 BY: BY: QUAIL GARDEN DRIVE STREETSCAPE- SOUTH CONT2n1 PGr�F Ins VERTICAL _ N BOLD . ME A K, JR, ELEVATION: 120.20 DATUM: �TS.I- EXP. 6/30/05 DATE: DATE: WORK PROJECT NO. 57904 T.M. N0. 94 066 ES 292 STA 29+89.11 TO STA. 61+30.00 SHEET 25AOF 3 LTOI 0 ell PLANTING LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY TREES ® QUERCUS ILEX HOLLY OAK 36' BOX 2 rn STANDARD \ T� ACACIA BAILEYANA BAILEY ACACIA 36' BOX (0 \ STANDARD \ \ \ \ b - �\ 00 A 0 - � o D C9 32 1 w p p D IG T F WAY 24 B O O o T 3� 0 B ="►-r` Z_W RIGHT OF WAY 15 kI I JW 151_0„ — _ a � n IGHT OF WA 0 Q = O TT TT ® o F= 0 QU IL GA2DENS DQ. RIGHT OF WAY 6-0 oT < Y u) -' '—O j -i Rl _ w 1 o rn `+` z O rn a, p O 7q D + O W qw cn cwi TREE LEGEND o D p OO Orn p p O'�J y p0 SYMBOL BOTANICAL / COMMON NAME / SIZE REMARKS rn � CS • TI / PODOCARPUS GRACILIOR / FERNPINE / STD / 36" BOX / STANDARD rn F- + T2 / ALBIZIA JULIBRISSIN / SILK TREE / STD / 36" BOX / STANDARD NOTE: NO SIGNS, HEDGES, SHRUBBERY OR NATURAL OBSTRUCTIONS HIGHER THAN 3 FEET ABOVE LEVEL ® T3 / BAUHINIA BLAKEANA / HONG KONG ORCHID TREE / 24" BOX / STANDARD OF NEAREST STREET PAVEMENT SHALL BE WITHIN THE VISIBILITY TRIANGLE In a D rn d T4/ PISTACNIA CNINENSIS / CHINESE PISTACNE / 24" BOX / STANDARD A D n T5 / PLATANUS RACEMOSA / SYCAMORE / 50� 15GAL, 50 g 24" BOX/ STANDARD E 24 BOX O 15 GAL v T6 / OUERCUS AGRIFOLIA / COAST LIVE OAK / 15 GALLON, 24" BOX / STANDARD 24 BO 15 ®L p, Ej \ANDSCAPe )'A - B U I LT" } T7 / POPULUS FREMOTII / COTTONWOOD / 15 GALLON, 24" BOX / STANDARD s^���9 LIC. #2145 9RCy 15�GAL 24 BO Ike HAR n E. ^� SAN DIEGO COUNTY DEPT. OF HEALTH � 3p.p�j � D ( IGNAT RE) .E. P. DATE Cn ]� REN R IE rn D A ALL TREES WITHIN 6'-0" OF PAVING, INSTALL LINEAL ROOT BARRIER ALONG PAVING EDGE. cnnre) tiP CORNERSTONE APPROVED BY: �r4orcA1 C O M M U N I T I E S 4365 Executive Drive,Suite 600,San Diego,California 92121 (619)458-9700 Tax(619)452-3600 DATE: INSPECTOR DATE COMMUNITY SERVICES COMMUNITY DEVELOPMENT SAN ELIJO JOINT POWERS AUTHORITY ENCINITAS SANITARY DISTRICT ENCINITAS FIRE PROTECTION DISTRICT SAN DIEGUITO WATER DISTRICT RECLAIMED WATER SYSTEM APPROVAL PUBLIC SEWER SYSTEM APPROVAL REVIEWED BY: DUDEK & ASSOCIATES, INC. VALID TWO YEARS FROM DATE APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: K E Y MAP APPROVED BY: APPROVED BY: DATE: DATE: DATE: DATE: DATE: DATE: Approval Expires 2 Years After Date Signed REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY DESIGNED BY DRAWN BY CHECKED BY CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO TREE CHANGES 2/12/02 ✓PM HM ✓PM ✓PM HM APPROVALS DESCRIPTION: TOP OF BRASS DISK ADDED TREES TO CREEK AREA 8/I5/02 IN WELL MONUMENT. I' = 30' PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED QTHIS SHEET TO REPLACE HORIZONTAL LANDSCAPE TREE PLANTING PLANS FOR: 5790-1 LOCATION: STA 64+24 EL CAMINO 12EO IVY-LANDSCAPE ARCHITECTS-INC. DATE: X19.0¢ SHEET 26. 8/15/02 RECORDED FROM: S.D. CO VERTICAL 434 West Cedar St.Ste.200 ENCINITAS RANCH - SOUTH MESA San )235- California 92,D, DA BY: QUAIL GARDEN DRIVE STREETSCAPE- SOUTH CONTROL PAS b VERTICAL (6191235-5360 H L T NEK, JR. R.L.A. N0. 2145 ELEVATION: 120.20 DATUM: M.S.L. EXP 6/30/05 DATE: DATE: WORK PROJECT NO. 5790-1 T.M. NO. 94-066 ES-292 STA 29+89.11 TO STA. 61+30.00 SPEET26AOF 3 Ar \ 1 \ \ NOTE: NO SIGNS, HEDGES, SHRUBBERY OR NATURAL \ \ n OBSTRUCTIONS HIGHER THAN 3 FEET ABOVE LEVEL 7C OF NEAREST STREET PAVEMENT SHALL BE WITHIN 7- fll 1 THE VISIBILITY TRIANGLE m cy \ \ 2 1\ ' oD�li = � ` (31T 0, p°irn g °n On ° o Q ° +0 o n o+ T 24 248 - - RIGHT OF WAY RIGHT OF WAY - R U IL �O W � • oc = QUAIL GARDENS D2. PA• PIO 6-0"IGHT OF WAY RIGHT OF WAY - Aj OZ r rn y L \C W 7p Y p On o0 O O D ~ O n O D O D O o D O < O 4S TQEE LEGEND NOTE; SYMBOL BOTANICAL / COMMON NAME / 17E / REMARKS rn NO SIGNS, HEDGES, SHRUBBERY OR NATURAL OBSTRUCTIONS HIGHER THAN 3 FEET ABOVE LEVEL L OF NEAREST STREET PAVEMENT SHALL BE WITHIN ? THE VISIBILITY TRIANGLE • TI / PODOCARPUS GRACILIOR / FERNPINE / STD / 36" BOX / STANDARD 'f T2 / ALBIZIA JULIBRISSIN / SILK TREE ! STD / 36" BOX / STANDARD ct ® T3 / BAUHINIA BLAKEANA / HONG KONG ORCHID TREE / 24" BOX / STANDARD m 0 � T4/ PISTACNIA CHINENSIS / CHINESE PISTACHE / 24" BOX / STANDARD z � S T5 / PLATANUS RACEMOSA / SYCAMORE / 50% 15GAL, 50% 24" BOX/ STANDARD 24 BOX 15 GAL Scize 3p, T6 / QUERCUS AGRIFOLIA / COAST LIVE OAK / 15 GALLON, 24" BOX / STANDARD ® 24 BO 15 GAL r( R pNDSCAPe " - BUILT"T7 / POPULUS FREMOTII / COTTONWOOD / 15 GALLON, 24" BOX / STANDARD tC. #2145 j� r-15GAL 24 BO R D E. c� ¢ Y. SAN DIEGO COUNTY DEPT. OF HEALTH 1GNAT e) E. XP. DATE w CORNERSTONE NEVIE'WEd Y ALL TREES WITHIN 6'-0" OF PAVING, INSTALL LINEAL ROOT BARRIER ALONG PAVING EDGE. (DATE) 1P APPROVED BY: ' Sr7EDFC COMMUNITIE S 4365 Executive Drive,Suite 600,San Diego,California 92121 (619)458-9700 Fax(619)a52a600 DATE: INSPECTOR DATE COMMUNITY SERVICES COMMUNITY DEVELOPMENT SAN ELIJO JOINT POWERS AUTHORITY ENCINITAS SANITARY DISTRICT ENCINITAS FIRE PROTECTION DISTRICT SAN DIEGUITO WATER DISTRICT RECLAIMED WATER SYSTEM APPROVAL PUBLIC SEWER SYSTEM APPROVAL K E Y MAP REVIEWED BY: DUDEK & ASSOCIATES, INC. VALID TWO YEARS FROM DATE APPROVED BY: APPROVED BY: APPROVED BY: DATE: DATE: DATE: APPROVED BY: APPROVED BY: APPROVED BY: DATE: DATE: DATE: Approval Expires 2 Years After Date Signed REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY DESIGNED BY I DRAWN BY CHECKED BY Q ADDED LIMIT OF WORK ✓PM HM 1/pm ✓PM HM APPROVALS STATIONNUM�R DESCRIPTION: TOP OF BRASS DISK CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING No. 2/12/02 IN WELL MONUMENT 1" = 30' ADDED TREES TO CREEK ARE 8/15/02 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED HORIZONTAL LANSCAPE CONSTRUCTION PLANS FORS 5790-I LOCATION: STA 64+24 CO EI AMINO A IVY-LANDSCAPE ARCHITECTS-INC. DATE: ENCINITAS RANCH - SOUTH MESA Q THIS SHEET TO REPLACE RECORDED FROM: S•D. CO VERTICAL 434 West Cedar St.Ste.200 San Diego,California 92101 SHEET 27. 8/15/02 ONTROL PAS 10 VERTICAL 16191235-5360 u�ROUp E. EI ANEjC, JR. R.L.A. NO. 2145 BY: BY: QUAIL GARDEN DRIVE STREETSCAPE- SOUTH ELEVATION: I2O.2O DATUM: M.S.L. 1 EXp. 6/30/05 DATE: DATE: WORK PROJECT NO. 5790-1 T.M. N0, 94-066 ES-292 STA 29+89.11 TO STA. 61+30.00 SHEET27AOF 34 A SYM50L BOTANICAL NAME COMMON NAME SIZE QUANTITY \ SHRUBS 814 HALIMIUM LASIANT14UM YELLOW CISTUS I GAL IS \ SI5 KNIPHOFIA 'LITTLE MAID' RED HOT POKER - YELLOW 1 GAL. 18 \ 816 LAVANDULA MULTIFIDA CALIFORNIA LAVENDER 3 GAL. 46 \ 81-1 PHOFFS IIUM 'MAORI MAIDEN' MAORI MAIDEN FLAX 5 GAL- 15 \ PERENNIALS \ \ P1 ACHILLEA MILLEFOLIUM 'HEIDI' PINK YARROW 1 GAL. 3"1 \ \ \ P2 ACHILLEA MILLEFOLIUM 'WHITE' WHITE YARROW I GAL. 28 \ GROUND COVER \ \ GCI GERANIUM CANTABRIGIENSE 'CAMBRIDGE' NCN I GAL sa 24' O.C. 132 SF. \ \ GC3 HEUCHERA 'GENEVIEVE' CORAL BELLS-ROSE 1 GAL. 6 12' O.G. 185 S.F. \ NOTE-- ALL PLANTING AREAS TO RECIEVE 2' LAYER OF BARK MULCH - SEE SPECIFICATIONS. \ 1p \ G \ ` Oww �o 0 0 D I o + � L U D \ RIG` OF WAY O O p y Q O It Q on I O D O I \ ` \ ow. RIGHT OF W Y RIGHT OF WAY ` \ \\ \ \` \ \ \ \ \ \ \ \ `\ q v r f ON I C 5 _t G1 0 0 814 PZ 55 SI6 815 OU IL GARDENS OP. rn z S1 16 GC SI = 7 A I A { RIGHT OF WAY 6'-0" OO g m - 7p Iv rn = = o rn o O g O rn I )U I O w w r 7Q A = o o g N �< P 9 o 0 p O w p o ' °dp o b o y 8 �, 1 oo o o� rn D z SHRUB GROUNDCOVER LEGEND D NOTE NO SIGNS, HEDGES, SHRUBBERY OR NATURAL SYMBOL E30TANCAL/COMMON NAME/SEE/REMARKS OBSTRUCTIONS HIGHER THAN 3 FEET ABOVE LEVEL LBS/ACRE OF NEAREST STREET PAVEMENT SHALL BE WITHIN SI O COLEONEMA PULCHRUM / PINK BREATH OF HEAVEN / (1) GALLON QUAIL GARDENS DRIVE SEED MIX THE VISIBILITY TRIANGLE S2 B HEMEROCALIS HYBRID - ORANGE / ORANGE DAYLILY / (1) GALLON ARTEMISIA DOUGLASIANA 10/50 4.0 � MIMULUS GUTTATUS 10/60 3.0 f1l 0 S3 0 HEMEROCALIS HYBRID - YELLOW / YELLOW DAYLILY/ (1) GALLON RISES CAUFORNICUM VAR. HESPERIUM 90/20 3.0 OENOTHERA ELATA HOOKERII 98/80 1.0 S4 O RHAPHIOLEPIS INDICA 'SPRINGTIME' / INDIA HAWTHORN / (5) GALLON PLUCHEA ODOR 20/40 3.0 >ATA 7a � S5 (D CUPHEA HYSSOPIFOLIA 'WHITE' / WHITE FALSE HEATHER/ (1) GALLON LASTHERIA GLABRATA 90/85 2.0 TRIFOLIUM OBTUSIFLORUM 95/80 4.0 A S6 Q AGAPANTHUS 'PETER PAN' / DWARF LILY OF THE NILE/ (1) GALLON DESCHAMPSIA CESPITOSA 90/80 4.0 VULPIA MICROSTACHYS 90/80 O S7 ® PHORMIUM TENAX 'BRONZE BABY' / DWARF BRONZE FLAX/ (5) GALLON MUHLENBERGIA MICROSPE12MA 80/30 4.0 S8 O RHAPHIOLEPIS INDICA 'BALLERINA' / INDIA HAWTHORN / (5) GALLON 34.0 S9 ® PENNISETUM RUBRUM / PURPLE FOUNTAIN GRASS/ (1) GALLON NYDROSEED MIX SLURRY: SIO 0 LAVENDULA. ANGUSTIFOLIA / ENGLISH LAVENDAR/ (1) GALLON PRODUCT: LBS/ ACRE VIRGIN WOOD FIBER FROM WOOD CHIPS 1500 SSC44 Sll O CISTUS SKANBERGII / ROCKROSE/ (1) GALLON "HYD OGYO CONTROLS M BINDER 100 , _ j0 S12 m ROSMARINUS OFFICINALUS 'LOCKWOOD DE FOREST' / ROSMARY / (1) GALLON 6-20-20 FERTILIZER 300 SI3 CARRISA MACROCARPA 'BOXWOOD BEAUTY' / DWARF NATAL PLUM / (D GALLON NOTES THE ABOVE HYDROSEED MIX SLURRY IS PROVIDED FOR BID PURPOSES ONLY, CONTRACTOR SHALL VERIFY A0_ — BUILT LpNDSCgpf � cv �O LIC, #2145 A�Cyr 2 — V"ti R D E. <"p SAN DIEGO COUNTY DEPT. OF HEALTH • /9�sy XP. DATE �LLy IGNAT R REN W ED Y CORNERSTONE APPROVED BY: ' (DATE) ,gyp v C O M M U N I T I E S "rgTf OF SF 4365 Executive Drive,Suite 600,San Diego,California 92121 DATE: Q (619)458-9700 Fax(619)452-3600 DATE: DATE COMMUNITY SERVICES COMMUNITY DEVELOPMENT SAN ELIJO JOINT POWERS AUTHORITY ENCINITAS SANITARY DISTRICT ENCINITAS FIRE PROTECTION DISTRICT SAN DIEGUITO WATER DISTRICT KEY MAP RECLAIMED WATER SYSTEM APPROVAL PUBLIC SEWER SYSTEM APPROVAL REVIEWED BY: DUDEK & ASSOCIATES, INC. VALID TWO YEARS FROM DATE APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: DATE: DATE: DATE: DATE: DATE: DATE: Approval Expires 2 Years After Date Signed BENCHMARK SCALE PLAN PREPARED BY DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. REVISIONS APPROVED DATE REFERENCES DATE ✓PM HM ✓PM ✓PM HM SHRUB CHANGES 2/12/02 DESCRIPTION: TOP OF BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED LANDSCAPE SHRUB PLANTING PLANS FOR: 5790-I Q ADDED G12OLNCOVE12 TO IN WELL MONUMENT HORIZONTAL 1' = 30' IVY-LANDSCAPE ARCHITECTS-INC. DATE: 1?4w ENCINITAS RANCH - SOUTH MESA CREEK AREA 8/15/02 LOCATION: STA 64+24 EL CAMINO REAL 434 West Cedar St.Ste.200 THIS SHEET TO REPLACE RECORDED FROM: S.D. CO VERTICAL San Diego,California 92101 R.L.A. NO. 2145 BY: BY: QUAIL GARDEN DRIVE STREETSCAPE- SOUTH SHEET 28. 8/15/02 CONTROL PAGE 105 VERTICAL (6191235-5360 H OL E. M ST A JR. ELEVATION: 120.20 DATUM: M.S.L. EXP. 6/30/05 DATE: DATE: WORK PROJECT NO. 5790 I T.M. N0. 94 066 ES-292 STA 29+89.11 TO STA. 61+30.00 SNEET28A0 34 Tnl i 1 \ \ NOTE: \ NO SIGNS, HEDGES, SHRUBBERY OR NATURAL rn \ OBSTRUCTIONS HIGHER THAN 3 FEET ABOVE LEVEL z \ OF NEAREST STREET PAVEMENT SHALL BE WITHIN THE VISIBILITY TRIANGLE Aa 70 � � rn win2:Fin +ern = rn00 1 ) y �� �DQ O b O ° r N �� OO ow RIGHT OF WAY RIGHT OF WAY CID W �Q (=j = OUAL GAPDENS DQ o 00 00 o O CO �CV RIGHT OF WAY RIGI-IT OF WAY ` ' I I u n 3 Q 1 O O + Ilj � D 'K —+ NOTE: NO SIGNS, HEDGES, SHRUBBERY OR NATURAL SHRUB GROUNDCOVER LEGEND OBSTRUCTIONS HIGHER THAN 3 FEET ABOVE LEVEL rn OF NEAREST STREET PAVEMENT SHALL BE WITHIN 9YJVIBCIL BoT ekNICA I COMMON NAME S /k x eotg Q THE VISIBILITY TRIANGLE SI O COLEONEMA PULCHRUM / PINK BREATH OF HEAVEN / (1) GALLON UAIL LBS/ACRE S2 e HEMEROCALIS HYBRID - ORANGE / ORANGE DAYLILY / (1) GALLON ARTEMISAADOUGNASDRIAE SEED MIX S3 NEMEROCALIS HYBRID - YELLOW / YELLOW DAYLILY/ (D GALLON 10/50 a.o MIMULUS GUTTATUS 10/60 3.0 n S4 O RHAPNIOLEPIS INDICA 'SPRINGTIME' / INDIA HAWTHORN / (5) GALLON RISES CALIFORNICUM VAR. HESPERIUM 90/20 3.0 OENOTHERA ELATA HOOKERII 98/80 1.0 Q S5 0 CUPHEA HYSSOPIFOLIA 'WHITE' / WHITE FALSE HEATHER/ (1) GALLON PLUCHEA ODORATA 20/40 3.0 LASTI-ERIA GLABRATA 6 0 AGAPANTHUS 'PETER PAN' / DWARF LILY OF THE NILE/ (1) GALLON TRIFOLIUM OBTUSIFLORUM 90/85 2.0 DESCHAMPSIA CESPITOSA 95/80 4.0 z S7 ® PHORMIUM TENAX 'BRONZE BABY' / DWARF BRONZE FLAX/ (5) GALLON VULPIA MICROSTACHYS 90/80 4.0 0 S8 O RHAPHIOLEPIS INDICA 'BALLERINA' / INDIA HAWTHORN / (5) GALLON MUHLENBERGIA MICROSPERMA 80 30 6.0 ® 4.0 fp C) S9 PENNISETUM RUBRUM / PURPLE FOUNTAIN GRASS/ (D GALLON 34.0 rn HYDROSEED MIX SLURRY SIO Qp LAVENDULA ANGUSTIFOLIA / ENGLISH LAVENDAR/ (D GALLON A PRODUCT- LBS/ ACRE D SII O CISTUS SKANBERGII / ROCKROSE/ (1) GALLON VIRGIN WOOD FBE12 FROM WOOD CHIPS 1500 n SI2 •HYDROPOST" COMPOST MULCH 1000 0 ROSMARINUS OFFICINALLIS 'LOCKWOOD DE FOREST' / ROSMARY / (1) GALLON ECOLOGY CONTROLS M-BINDER 100 SI3 6-20-20 FERTILIZER 300 $ CARRISA MACROCARPA 'BOXWOOD BEAUTY' / DWARF NATAL PLUM / (1) GALLON NOTESt THE ABOVE HYDROSEED MIX SLURRY IS PROVIDED C4 e 3p, FCR BID PURPOSES ONLY, CONTRACTOR SHALL VERIFY A E��9 LANDSCAPE ARC "A - BUILT)' U LIC. 2145 yts Ro e. °^ t` SAN DIEGO COUNTY DEPT. OF HEALTH �. REN - TI P E. XP. DATE Cn DATE, CORNERSTONE R IE ED Y: m APPROVED BY: SrA7E DF �L�FO~ C O M M U N I T I E S 0 4365 Executive Nve,Suite 600,Sun Diego,California 92121 ( COMMUNITY SERVICES COMMUNITY DEVELOPMENT (619)458-9700 Fax(619H52-3600 DATE: SAN ELIJO JOINT POWERS AUTHORITY ENCINITAS SANITARY DISTRICT INSPECTOR DATE V RECLAIMED WATER SYSTEM APPROVAL ENCINITAS FIRE PROTECTION DISTRICT SAN DIEGUITO WATER DISTRICT REVIEWED BY DUDE & ASSOCIATES, INC. PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: VALID TWO YEARS FROM DATE APPROVED BY: APPROVED BY: DATE: DATE: DATE: APPROVED BY: K E Y MAP APPROVED BY: APPROVED BY: REVISIONS APPROVED DATE REFERENCES DATE DATE: DATE: DATE: BENCHMARK SCALE PLAN PREPARED BY DESIGNED BY DRAWN BY CHECKED BY Approval Expires 2 Years After Date Signed ADDED LIMIT OF WORK ✓PM HM ADDED DESCRIPTION: TOP OFMONU E T. ✓PM ✓PM HM APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING 2/12/02 R 1 WELL MONUMENT.ADDED GROUNDCOVER To HORIZONTAL 1• = 30' PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDEQ APPROVED N0. CREEK AREA. 8/15/02 LocnnoN: STA, 64+24 1 rgMlNO rzFAL LANDSCAPEARCH1TECTS-INN. LANSCAPE CONSTRUCTION PLANS FOR RECORDED FROM: S.D. CO VERTICAL 434 West CedarSt.Ste.200 f DATE: ¢ 5790-1 THIS 29. TO REPLACE oNTR L PA 105 VERTICAL 1 an Diego.California 60 92101 BY: ENCINITAS RANCH - SOUTH MESA ' T 8/15/02 ELEVATION: J2020 DATUM: M.S.L. HAP LD E ESTYANEK, JR. R.L.A. NO. 2145 BY: EXP. 6/30/05 DATE: DATE: QUAIL GARDEN DRIVE STREETSCAPE- SOUTH WORK PROJECT NO. 5790-1 T.M. NO. 94-066 ES-292 STA 29+89.11 TO STA. 61+30.00 SuFFT-2cinnr- 'An PLANTING NOTES ° ° REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. 1 s e " WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. o REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD ° ° o0 2 ^� VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING 1 0 4 s WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS - VARY FROM THOSE SHOWN ON PLAN. tom ( NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE AND CITY 48 HOURS PRIOR TO COMMENCEMENT OF "7 CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION _ N SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY ✓ fh1�1�1�1l1�11 FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. 9 _ 5 LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM - 1 FROM DAMAGE. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL 4 RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. / LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS HYDRANTS, hJ 2 x ROOTBALL p1A. TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY /rte SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. l_'J"-""'"�� OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS LEGEND_ FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO - - Q SHRUB OR VINE PER PLAN. TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT -j� OIL( P I llk 'I GROWTH. 1 Q2 SMOOTH PRIOR BASIN {KAKI SMOOTH P AR AS SEEDING IN N :l PLANT ST LISHM AT END OF AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANING AREAS, HAVE SOIL SAMPLES 4 PLANT L REMAINING B PERIOD TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION � . HAVE SAMPLES TESTED BY _ _ 1 FOR ALL REMAINING BASINS}. BUTLER MILL (619)263-6181, FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY TEST AND - FINISH GRADE. SOIL PREPARATION RECOMMENDATIONS. TAKE TWO SAMPLES AT EACH LOCATION: (1) 2xROOTRALLAIA GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN I'E�aEN1a Q ABOVEALL (SET CROWN +i" APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. INSTALL SOIL Q TREE PER PLAN. ABOVE TED GRADE). PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY Q EARTH WATERING BASIN (RAKE SMOOTH PRIOR TO SEEDING IN HYDROSEED AREAS; Q COMPACTED ECS/NLL S). {PER UPON RECEIPT OF WRITTEN CHANGE ORDER FROM THE CITY. SUBMIT SOIL REPORT TO AT END OF PLANT ESTABLISHMENT PERIOD FOR ALL REMAINING BASINS). PLANTING SPECS/NOTES). LANDSCAPE ARCHITECT PRIOR TO PLANTING. IF LOCATIONS FOR SOILS TEST ARE NOT Q FINISH GRADE Q UNDISTURBED NATIVE SOIL, FOUND ON PLANS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE LANDSCAPE ARCHITECT FOR SAID LOCATIONS PRIOR TO BEGINNING ANY WORK. ROOTBALL (SET CROWN +I- ABOVE FINISH GRADE). COMPACTED BACKRLL MIX (PER PLANTING SPECS/NOTES). KILL AND REMOVE ALL EXISTING WEEDS FROM HYDROSEED AREAS AS FOLLOWS: PRIOR UNDISTURBED NATIVE SOIL TO HYDROSEED APPLICATION, WATER AREAS SUFFICIENTLY FOR A MIN. OF 14 DAYS TO GERMINATE WEEDS. PRIOR TO APPLICATION OF A CITY APPROVED CONTACT HERBICIDE Q TRIM TOP OF STAKES BELOW LOWEST BRANCHES To PREVENT DAMAGE. OBTAIN REVIEW AND APPROVAL OF ADEQUATE WEED GERMINATION FROM CITY S CROSS TIE B€rWEEN STAKE & TREE PER PIANTNG SPECS/NOTES. INSPECTOR. APPLY CONTACT HERBICIDE PER THE RECOMMENDATIONS OF THE 0 2" OIA. x 10' LONG LODGE POLE STAKES (INSTALL WIDER THAN ROOTBALL). CITY/LICENSED PEST CONTROL AGENT. REPEAT ABOVE REFERENCED PROCEDURE AS REQUIRED AND AS DETERMINED BY CITY INSPECTOR. REMOVE OR TREAT WEEDS AS NECESSARY THROUGHOUT ENTIRE MAINTENANCE PERIOD TO ENCOURAGE OPTIMAL ESTABLISHMENT OF HYDROSEED MIXES. - REFER TO SPECIFICATIONS FOR PRE EMERGANT APPLICATION IN ALL NON HYDROSEED AREAS. C TREE PLANTING/STAKING A SHRUB PLANTING ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO EDGE OF PLANTING AREA REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE ED EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT AND CITY MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. z LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL U DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHFUL APPEARANCE OR NON �- ` In CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE V ID,_ /\ /\ 7 ARCHITECT OR OWNER. O O O O O O ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE \\�/ /\\/\\/\ /\\/\\/ /\\ CITY'S AUTHORIZED REPRESENTATIVE. w8 /\ \/\/\ /\/\/\ \; °o �// /\\//\\//\\//\\//\\//\\//\\//\\//\\// O PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. T /� //\ KEEP SHRUBS BACK FROM WALKS, CURBS, TRAILS BY A DIMENSION EQUAL TO THE DIAMETER \ \\\\\ \\X\\X / �\�� `/�\�\\��\�� O O O • • • oJPv OF THE PROPOSED SHRUB BEING PLANTED IN ORDER TO KEEP SHRUB FROM QUICKLY �� GROWING INTO THESE AREAS AND OBSTRUCTING SPRINKLER PATTER 2X DIAMETER OF ROOT&4LL LEGEND: rn INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS I­_J OTHERWISE INDICATED. 1. CROWN OF PLANT TO BE PLANTED 1/2"-1" ABOVE a EQUAL FINISH GRADE o PROVIDE FERTILIZER TABLETS FOR EACH CONTAINER GROWN PLANT 1 GALLON AND 2. BASIN tD LARGER PER SPECIFICATIONS. 3. PLANT TABLETS PER SPECIFICATIONS z 4. TEMPORARY EARTH BERM 5. BACKFILL MIX PER SPECIFICATIONS eL ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND 6. NATIVE SOIL UNIFORM. 7. TYPICAL UTILITIES PEDESTAL NOTE: REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION NOTES: A. ALL SHRUBS/GROUNDCOVER SHALL BE PLANTED AT EQUAL g UPON PROVIDING SUPPORT PER PLAN. SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED A. FOR REQUIRED PLANTING METHODS REFER TO ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. LIST ON THE PLANT MATERIAL GUARANTEE ALL EXISTING TREES THAT HAVE HAD WORK SPECIFICATIONS (NOTE SPECIAL TREATMENT) PERFORMED WITHIN 6' OF TRUNK. B. FOR SLOPE PLANTING SHAPE: SHAPE UPHILL SIDE OF PLANT PIT FOR SMOOTH, CONTINUOUS DURING THE LENGTH OF THE GUARANTEE PERIOD BE RESPONSIBLE FOR PROPER STAKING TRANSITION TO FINISH GRADE (2:1 MAX) AND/OR GUYING OF TREES TO ENSURE STABILITY. MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 2:1 SLOPE WITH D SHRUB PLANTING AROUND UTILITIES B SHRUB AND GROUNDCOVER SPACING A 3" DEEP LAYER OF 'MEDIUM GRIND MULCH' AT THE CONCLUSION OF PLANTING OPERATIONS. A 24" LINEAR WATER BARRIER (DEEP ROOT MODEL *tWEI 24 OR EQUAL) - BUILT" SHALL BE INSTALLED ADJACENT TO ALL CONC. AND A.C. CURBS. WATER LpNDSCAP,, BARRIER JOINTS SHALL OVERLAP 6" MIN. AND BE SEALED USING DOUBLE yc� Uc. A2145 oy% ROW OF MANUFACTURERS SEALANT TAPE. SEAL BARRIER TOP TO R LD E. 11 11 SAN DIEGO COUNTY DEPT. OF HEALTH E. IEXP. DATE M RE" G * R VI WE ,,' B W 'If ` CORNERSTONE (DATE) P APPROVED BY: �A m COMMUNITIES Vn Tq OF Cpl-SF 4365 Executive Dfive,Suite 600,San Diego,California 92121 DATE: 619)458-9700 Fax(619)452-360o INSPECTOR DATE COMMUNITY SERVICES COMMUNITY DEVELOPMENT SAN ELIJO JOINT POWERS AUTHORITY ENCINITAS SANITARY DISTRICT ENCINITAS FIRE PROTECTION DISTRICT SAN DIEGUITO WATER DISTRICT RECLAIMED WATER SYSTEM APPROVAL PUBLIC SEWER SYSTEM APPROVAL REVIEWED BY: DUDEK & ASSOCIATES, INC. VALID TWO YEARS FROM DATE APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: DATE: DATE: DATE: DATE: DATE: DATE: Approval Expires 2 Years After Date Signed REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO ✓PM HM ✓PM ✓PM HM DESCRIPTION: TOP OF BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED LANDSCAPE PLANTING DETAILS FOR: 5790-I IN WELL MONUMENT HORIZONTAL 1" - LOCATION: STA 64+24 EL CAMINO REAL 434 IVY-LANDSCAPE Cedar ARCHI2ECTS-INC. DATE: �� ENCINITAS RANCH = SOUTH MESA 4an West,Caarsf.ia 210 R.L.A. N0. 2145 BY: BY: QUAIL GARDEN DRIVE STREETSCAPE- SOUTH RECORDED FROM: S.D. CO VERTICAL <ir San Diego,California 92101 CONTROL PAGE 105 VERTICAL 1619)235-5360 H E. STYANEK, JR. I EXP. 6/30/05 DATE: DATE: WORK PROJECT N0. 5790-I T.M. N0. 94-066 ES-292 STA 29+89.11 TO STA. 61+30.00 SHEET 300E 3 ELEVATION: 120.20 DATUM: M.S.L. t T .I i b. Provide a minimum of twelve inches cover for all intermittent pressure lateral 3 . Remove and replace all guaranteed plant materials for which for any reason 6 . For planting areas, uniformly broadcast and thoroughly incorporate to a 01000 GENERAL REQUIREMENTS lines. fall to meet the requirements of the guarantee within 1 5 days of written depth of 4" soil amendments by means of rototiller or accepted equal. 3 . Make such repairs or replacement within a reasonable time after receipt of 0. Provide a minimum of eighteen inches cover for all control wiring. notification by Owner. Replace with plant material originally specified and A. Contractor's Duties- written notice. from the Owner. If unable to make such repairs or replacement provide original guarantee. within said reasonable time, authorize The Owner to proceed to have said d. Do not backfill Trenches until all required tests are performed. T . Planting: 1 Except as specifically noted, provide and pay for: repairs or replacements made at the Contractor's expense. Contractor to pay 0. Carefully backfill trenches with approved material . Unsuitable material, H. Plant Establishment Period- I Do not commence plaiting until all construction work, grading, soil 0. Labor, materials and equipment. the cost and charges therefore uopn demand. including clods and rocks over 2 1/2' in size. shall be removed from Minimum 90 calendar days to be completed before the Landscape Architect will improvements and irrigation systems installation have been completed. b. Tools, construction equipment and machinery. from the premises and disposed of legally, at no cost to The Owner. recommend acceptance by the Owner. 2 . When 0. Water, heat, and utilities required for construction. D. Use all means necessary to protect irrigation system materials before, during and plant material t spaced t rows, verify the total dimension antl space d. Other facilities and services necessary for after installation and protect the installed work and materials of all other trades. 5 . Trenching and Backfill Under Paving plants equally within the designated area. Where plant material is shown in proper execution and completion of Work. 0. All pipe under paved areas to be PVC Schedule 40 installed prior to paving. 1. Topsoil, a random pattern, space the material as shown in the Drawings and as In the event of damage, immediately make all repairs and replacements necessary, b. In addition to control wire sleeves shown on the Drawin s, install wire sleevin directed by the Landscape Architect. Space ground cover planting as indicated 2 . Pay legally required sales, consumer, and use taxes. to the approval of the Owner and at no additional cost To the Owner. of sufficient size under all paved areas prior to paving. g Use natural friable soil of the region, free from lumps, clay, toxic in a random pattern and not in straight rows. substances, sticks, debris, vegetation, stones over one inch in mbicide E . Minimum Requirements For Piping and Fiitin s� c. Backfill trenches with six inches of sand below pipe and three Inches above dimension, and containing o decomposed stone, salts, alkali, herbicides 3 . Excavate plant pits as indicated an Drawings. 3 . Secure and pay for, as necessary for proper q p g g pipe and compact in layers to 95% relative compaction. or noxious weeds. g P execution and completion of Work and as applicable 4 . Provide gravel filled roger drilled drainage sumps for all tree pits as at time of receipt of bids, d. Pressure test all piping under paving prior to paving work. indicated on the Drawings . See plan details for number and size. a. Permits. 9. Piping required under existing pavement shall be installed by lacking, boring, 2 . Silt plus clay content not to exceed 1 5% by weight. 5 . Set plants in I . Cast-Iron fittings for ACP, ANSI 1 . 1 O and AWWA C 1 10 or hydraulic driving except that no hydraulic driving will be permitted under p plant pits so that they bear the some relation to soil level when b. Government fees . ph pavement 3 . Boron content not to exceed I PPM as measured by The saturation extract. planted as They did when in container. Center plant in pit. 0. Licensee. asphaltic concrete 2 . Galvanized steel, Schedule 40, galvanized mild steel screwed pipe. f, Where cutting r brooking of existing 4 . Sodium absorption ratio (SAP) trot to exceed six and the electrical conductivity 6 . Backfill plant pit with specified mix . Backfill pit with soil mix to half its ng g g pavement is necessary, secure permission P depth and water Thoroughly. Backfill remainder of pit with soil mix. Firm 4 . Give required notices. from the Owner before cutting or breaking the pavement and then mace all of The saturation extract not to exceed 3 .O mlllimoles per centimeter down, eliminating all air pockets. l r mart pack. Form a shallow basin 3 . Galvanized malleable iron fittings ANSI B 16 . 3 necessary repairs and replacements to the approval of the Owner and at no at 2 5 degrees centigrade, around the plant to hold enough water to saturate the root ball and backfill . - 5 . Comply with codes, ordinances, rules, regulations, orders and other legal requirements of public authorities 4 . Hard drawn copper Type K- ANSI B-26 . I AND ASTM B 88 . additional cost to the Owner. Water plants in immediately after planting. which bear on performance of Work. Nothing in 6 . Install the sprinkler heads as designated on the Drawings. Do not exceed maximum 5 . Import topsoil, Fumish and install per recommendations of soils report. these Drawings or Specifications is to be construed To 5 . Wrought copper or bronze solder fittings. ANSI B-1 6 . 2 2 . spacing of heads indicated on Drawings and in no case exceed the maximum 7 . Fill all planters with backfill soil mix to within 2" of top. permit work not conforming to These codes. Solder 50/50 fin/lead. recommended by the manufacturer. J. Organic Amendments 8 . Immediately after planting operations are complete, all beds and pits stall 6 . Pr fly submit written nonce to Landscape Architect of observed variance 6 . PVC constant pressure main line piping 2 inches and larger Rubber-ring joint, 7 . Electric Control Valves i Nitrogen Stabilized be dressed so as to achieve a neat and presentable appearance. PVC class 1 60, solvent weld Joint, PVC class 3 1 5 . rgs, grouped together, allow 0. 0. 4 to 0. 6% N based on dry weight for redwood sawdust.of tract Documents from legal requirements. In the event that no notice a. Install valves as shown an detail drawn When is provided, Contractor shall assume responsibility for any Work performed 7 , PVC constant pressure main line , at least Twelve inches (12') between valves, minimum six Inches (6") from b. 0. 56 to 0. 84% N based on dry weight for fir or cedar sawdust. U. Staking of Trees that is contrary to such requirements. pr piping I -I/2 inches and smaller, Solvent wed joint, PVC Class 200, Schedule 40 where indicated. any walk a structure. 0. O. 8 to I . 2% N based on dry weight for fir w pine bark. B. Contract Limits 8 . PVC intermittent pressure lateral line b. Install each valve in a separate valve box. Valve boxes Installed near 2 . Particle Sizes I . Double stake, p piping Solvent weld joint, PVC Class 200, walks, curbs, headerboards, or paved areas shall abut and set flush with These documents are not Intended to set limits between trades unless specifically so Schedule 40 where Indicated. the tops of these surfaces. a. 95-100% asst 6 . 3 5 mm (1/4') standard sieve. a . Set frees in stated. The Owner will determine what work will be done and by whom. passing plant pit, drive one lodgepoll tree stake to firm soil next 9 . PVC fittings PVC schedule 40 solvent weld and factory manufactured, or 0. Quick coupling valves shall be set proximately twelve inches (I 2') from walks, b• 80-100% passing 2 . 38 mm (No. 8 , 8 mesh) standard sieve. to the root ball on each side and backfill pit with prepared soil mix. C. Verification- Schedule 40 with rubber-ring joint. curbs, headerboards, or paved areas, where applicable. a• 0-30% passing 500 micron (No. 35 , 3 2 mesh) standard sieve.1 aPP b. Secure tree to stakes with 'Twist-Brace" per manufacturers recommendation. The Owner and the Contractors shall visit and inspect the site and familiarize F. PVC piping 8 . Flush irrigation system piping prior to Installation of sprinkler heads. 3 . Soluble Salts, themselves with site conditions, and study these documents fully before agreeing to 0. Field Quality Control a. Maximum 3 . 5 millimoles/centimeter e 2 5 degrees centigrade as work an the Project. Their agreement to work on the job constitutes I Install PVC Plastic pipe and fittings below grade. determined by The saturation extraction method. V. Planting Rooted Cuttings- verification that have so studied the site and the documents. 2 . PVC pipes NFS-approved T 1 , Grade I compound conforming o I Flush and adjust all sprinkler heads for optimum performance and to prevent oversproy K. Organic Soil Conditioner with Fertilizer I . Allow all plant materials specified as flat stock on planting plans to remain D . Documents- ASTM D 1784 . Type P g onto walks, roadways, and buildings as much as possible . Select the best degree In the flats or liners until Time for transplanting. Provide sufficient moisture of arc to fit existing site conditions. I . Use Gro-Power-Plus as manufactured by Southern California Organic to flat soil so That soil does not fall apart when transplanting plant from the flat. Fertilizer Co . (213) 245-6849 . plant each plant with its proportionate amount of flat soil in a manner that will I The Drawings ore necessarily_ schematic and do not purport to show 3 . PVC Schedule 40 and Schedule 80 pipes ASTM D 1 785 and ASTM D 2466 . 2 . Set all sprinkler heads perpendicular To finished grades unless otherwise designated insure a minimum disturbance to the root system. complete situations. The Drawings, Specifications, and Addenda are on The Drawings. complementary, what is called for by one is as called for by all . 4 . PVC Class 1 60, Class 200, and Class 3 15 solvent weld and Ring-Tito L. Commercial Fertilizer, 2 . Topdress all rooted cuttings planted areas with mulch 3" thick. The Drawings, Specifications, and Addenda must always be together. pipes ASTM D 2241 . 3 . Testing of Irrigation System I Use commercial fertilizer. uniform in composition, free flowing, 2 . Do not scale from the Drawings. a. Before testing, water of at least fill the line with ter for a period (2 4) hours. conforming To state and federal laws, and suitable for application with b. Perform a coverage test in the presence of the Landscape Architect to 5 . PVC Solvent cement- ASTM D 2564 . equipment designed for that purpose. 1 2-1 2-1 2 unless otherwise indicted. W. Seeding- E . Errors, Omissions, Discrepancies, or Adverse Conditions- if the water coverage for planting areas is complete and adequate. 2 . Where indicated, use A iform Plant Tabs 20-1 0-5 , 2 I I When errors, omissions or discrepancies r gram tablets at rare I Prior to sowing seed, mace the surface of the area to be seeded sufficiently epancies in the documents, or adverse job Prescribed in manufacturer's written specification. loose and friable to receive the seed. conditions become apparent, immediately bring them to the attention c. Teat all pressure lines under hydrostatic pressure of 150 pounds per square of the Owner. G. Gate Valves and Valve Boxes inch, and prove watertight. Sustain pressure in lines for not less than four M. Plant Material, 2 . Sow seed evenly. Exercise care to keep the seed mixture uniform, avoiding (4) hours. If leaks develop, replace joints and repeat test until entire uneven distribution. Apply at rate as specified on the Drawings, 2 . The Owner shall Immediately, and in writing, bring to the attention of the system is proven watertight. 1 . Use plants of the variety and size as Indicated on the Drawings . 3 . Following The sowing of seed and application of mulch, apply water in a Landscape Architect any adverse lob or site conditions, or any errors, 1 . Use gate valves of the some size as the pipe lines in which they are installed. 2 . Tag one each of each bundle or lot with the plant name In accordance with manner which keeps areas moist, but not glistening wet, until time for the omissions, or discrepancies in the documents or other ility o t architectural d. Pressure test all piping under paved areas under hydrostatic pressure of 150 final inspection. eP responsibility 2 . For sizes 2 inches and smaller 150 pound safruated steam rated, brass bard per square Inch, and prove watertight, prior to paving. the recommendations of The American Association of Nurserymen.services. Those not so reported remain the yes onsi far ho The Owner. p l pounds 4 . Where depressions have developed, fill with accepted topsoil, lightly compact and bring The Landscape Architect is not necessarily responsible for those that are ASTM B 62, screw joints, non-rising stem, screwed bonnet, solid disc, malleable 3 . Use plants that have a habit of p iron 'tee' handle or handwheel . e. All hydrostatic tests shall be made only In the growth that Is normal To The species., are reported. Y e presence of the Landscape up to finish grade. Reseed filled areas. Architect or other duly authorized representative of the Owner. Do not sound, healthy, vigorous and free from Insect pests, plant diseases, sun F. Changes, 3 . For sizes 2-1/2 Inches and larger, 200 pound O.W.G., iron body - place backflll until tests have been approved. scalds, fresh abrasions of the bark, excessive abrasions or other objectional 5 . If any seeded areas are planted prior to The planting of trees and other container ASTM A 1 26 Class B, flanged joints, non-rising stem, bolted bonnet, double disfigurements. Tree trunks To be sturdy and well hardened off. material, the Contractor shall be responsible for any damage to the seeded area f. Furnish necessary force pump and all other test equipment. caused by his operations and shall repair any damage at his expense. The Owner shall notify the Landscape Architect of changes in the job and pay an disc type, equipped with square operating rut , 4 . Use plants which have normally well developed branch systems and extra fee for the Landscape Architect's analysis of the changes and/or for changing g. Upon completion of each phase of work, test and adjust entire system to vigorous and fibrous root systems which are not root or potbound. the documents. 4 . Provide two operating keys for valves buried 18 inches or deeper. meet site requirements. 5 . Palms - Any palms indicated on the plans shall be furnished by the contractor G Manufacturer's Directions 5 . Valve Boxes Lock lid type, adjustable 8 inches I.D. concrete sleeve with 4 . The entire sprinkler irrigation system shall be under full automatic operation for a period in a 'Skinned' Truck condition unless otherwise noted or indicated otherwise by X. Pruning: . cast iron lid in paved areas . Plastic with bolt down lid in planted areas. All period of seven (7) days prior to planting. The Landscape Architect reserves the Landscape Architect. Follow maufacturer's printed directions and detailed drawings in all cases where shall be marked with 'PRV", 'RVC", or "GV' respectively, with control station the right to waive or shorten the operation period. I . Prune plants only at a time of planting and according to standard the manufacturer of articles used in The Work furnishes directions covering points numbers for control valves stenciled in white on the valve cover. N. Tree Stakes- horticultural practice to preserve the natural character of the plant. Pruning not shown in The Drawings or described in the Specifications. P. Conduit Sealant to be done under supervision of the Landscape Architect. Remove dead wood, P. Backflow Prevention I Copper Nophthanate Green Color impregnated Lode Pole Pine, suckers and broken or badly bruised branches. Trees which have damaged or a. Non- hardening, putty rubber composite, thumb grade sealer g crooked leaders, unless specified,, shall be rejected.. Use only clean, shat tools. H. Substitutions p j y p Use type as indicated on the Drawings. Prestoseal (Sealers Inc. model u 1 003 sealer) paint cuts over 3/4' diameter, covering exposed areas with tree paint. yp ngg, - a. I O feet long for 5 Callan and 15 gallon.Materials not shown or specified herein shall be w specified by the Owner . 02950 LANDSCAPE PLANTING b. 1 2 feet long for 2 4 box and larger. Substitutions must be verified in writing by the Owner. 2 . All piping between point of connection and backflow 1 . Materials and The Works material as required b local code and/or County Health prevention unit . be of A . Soil Suitability and Fertility Analyses Report:q Y tY Department. �0 2 . Tree Ties 02499 PLANT ESTABLISHMENT- AND MAINTENANCE 1 . In addition to these documents, co ly with The recommendations of The 1 . Store materials to prevent vandalism or deterioration and as directed by I. Check Valves- Soil Suitablllty and Fertility Analyses Report, as directed by the Owner. 0. Double stake: Twist-Brace as manufactured by V.I .T. Company. the Owner. A. Plant Establishment 2 . Where no soils report is available, obtain an agronometric soil test after 2 . Protect materials before, during, and after Installation. Anti-kfrain valves shall be of heavy duty virgin PVC or brass construction with 1 The plant establishment period shall be for a minimum period of 90 F.I.P. thread Inlet and outlet. Internal parts shall be field adjusted against rough grading has been completed . Soil test shall be made by the Butler's 0. Vine Ties- calendar days and shall be completed before the Landscape J . Cleanings drainouT from 5 to 40 teat of head. The anti-stain valve, where indicated on Mills Inc. , San Diego, CA (6 1 9) 2 6 3-6 18 1 at the Owners expense. Y mP Pe Architect will Send copy of The soils report and recommendations To the Landscape I Clear plastic disc with eye to receive recommend acceptance of the Construction Contract by the Owner. plans, shall have an excess flow feature which will automatically stop the flow of Architect. Report shall include specific recommendations for P Y green plastic covered vine ties. Secure Each contractor shall clean his work, adjacent work affected by his actions, and his G.P.M. disc to surface with work area as directed and To the satisfaction of the Owner. water when u exceeds the preset by the manufacturer. The anti-drain approved adhesive. 2 . Plant establishment period will be extended beyond the apse wi period valve shall automatically reset itself when the water pressure Is relieved. Anti-lain a. Soil amendment, fertilizer and chemical conditioner application rates when plantings have not reached establishment in accordance with the and excess flow valve shall be similar to the Valcon ADV-XS, Rainbird SM-1 for soil preparation. Specifications. Any decisions regarding adequacy of plant establishment or approved equal. b. Plant pit backfill mix . shall be determined by the landscape architect. 02 200 EARTHWORK c. Auger hole requirements (where applicable). J. Control Wiring d. Post-planting maintenance fertilization. 3 . Prior to all Ionian of the establishment period, ground covers and turf In addition to These documents, comply with civil and/or structural engineering � P. Hydraulic Seeding Materials P Y ng g grasses shall consist of a uniform cover where a minimum of 80 percent