Loading...
HomeMy WebLinkAboutDWG 425-4; ; DOVE LIBRARY CHILDREN'S GARDEN; 01-125Hrrf INt7rX r1nr: 5Hrrr 17rMO/lflON PLAN CiRAl71NCi PLAN LAYOUf PL.Al\ CON5fRUCflON Pl,AN CON5fRUCflON Dl::fAll5 IRRICiAflON PLAN IRRICiAflON / PLANflNCi t71::fAIL5 PLAl~flNCi P',AI~ LICiH11NCi Pl.AN I 2 5 4 s 6.1.8 9 IC 11 12 DOVE CONSTRUCTION PLANS FOR LIBRARY C~IILDREN' S CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A. "BUD" LEWIS -MAYOR ANN J. KULCHIN -COUNCIL MEMBER MATT HALL -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER NORINE SIGAFOOSE -COUNCIL MEMBER RAYMOND R. PATCHETT CITY MANAGER GLENNPRUIM GARDEN VCNfYMAP PROJECT SITE 1775 DOVE LANE PROJECT LOCATION VICINITY MAP NOT TO SCALE DEPUTY PUBLIC WORKS DIRECTOR FOR ENGINEERING SERVICES I CITY ENGINEER WILLIAM E. PLUMMER DEPUTY CITY ENGINEER FOR DESIGN I.·, ,,,,,1 1 ·11,, ·t/:~ N. Br•n"'m 1\v,,, l pl,,1:d , .A 9 l ,'1~(> l'hr,,w 1l()'} 1W} 1()\)1 l tlX l_li;N 'IHI ',U!iH ~ CITY OF CARLSBAD I SHEETS I 1----1--+------------+---+--+---1----1 l1__J ENGINEERING DEPARTMENT 12 1---+--+-------------+---+--+---+---I TITLE SHEET FOR: BENCHMARK "AS BUILT" DOVE LIBRARY -CHILDREN'S GARDEN DESCRIPTION: BRASS CAP IN WEIL MONIJMENT WILLIAM E. UMMER DEPUTY CITY ENGINEER LOCATION: EL CAMINO CENTERLINE STATION 205+99 P.E. __ EXP. ---DATE ' /• 1g-o,S 1-:::::--;::::-;;:-;::--;::::------------t--.J.--!-------------!---.J.--!---.J.----I RCE 28176 DATE REVIE'w'ED BY, DWN BY: PROJECT NO. I DRAWING NO. 1--DA_TE__,_I_NITI_AL-+-_DA_TE__,_IN_ITI_AL-I CHKD BY: JPH 425-4 OTHER APPROVAL CITY APPROVAL RVWD BY: RECORD FROM: COLJNTY BENCHMARK BOOK 133.155 M.S.L. ELEVATION DATUM INSPECTOR DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I I [l_E_MOLITION NOTES 1. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO ANY DEMOLITION WORK. CALL DIG-ALERT (800) 422-4133 A MINIMUM OF 2 WORKING DAYS BEFORE PROJECTED START OF DEMOLITION. -------- ------------ ----------- ----------- ------------------- A\..---- M H B F -------------- --------------- 2. DRAWING IS DIAGRAMMATIC -CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND LOCATIONS ON SITE. CONTRACTOR IS TO VISIT SITE BEFORE BIDDING DEMOLITION. 3. EXECUTE WORK AS TO PROTECT ADJACENT PROPERTY, BUILDINGS, PLANT MATERIAL, ETC. 4. PROTECT AND MAINTAIN EXISTING ACTIVE UTILITIES THROUGHOUT THE DEMOLITION PERIOD. ANY UTILITY WHICH IS DAMAGED OR BROKEN SHALL BE REPAIRED AT NO COST TO THE OWNER. 5. CONTRACTOR SHALL REPAIR AT HIS OWN EXPENSE ANY PROPERTY DAMAGE RESULTING FROM CARELESS DEMOLITION. 6. CONTRACTOR SHALL MAINTAIN A NEAT AND ORDERLY WORK AREA AND SHALL REMOVE ALL DEBRIS PROMPTLY FROM JOB SITE. CONTRACTOR IS RESPONSIBLE FOR ALL REMOVAL AND DISPOSAL FEES. --] ------------------------ ----------------------F---r-------------------~---------._____ ___________________ __ .___---~--. ~-------~=~\ ---------------------------.,_ 7. PRIOR TO PLANT REMOVAL, CONTRACTOR TO WALK SITE WITH ARCHITECT TO VERIFY PLANTS WHICH ARE TO BE SAVED AND/OR RELOCATED AND THOSE SCHEDULED FOR DISPOSAL. 8. AREAS WHERE EXISTING LAWN IS TO BE REPLACED ARE TO BE TREATED WITH "ROUND-UP" PRIOR TO REMOVAL OF 0------= 0 I OLD LAWN. FOLLOW MANUFACTURER'S INSTRUCTIONS I \ N ------------------~"' --------~~-I~ CAREFULLY. WATER AND WAIT A MINIMUM OF THREE (3) WEEKS TO ASSURE A "GOOD KILL". ---+-+--- • ! : 4 8 I 1 1/ll" -,·-o· -~ D LJ '---'--9. WHERE EXISTING ASPHALT IS REMOVED FOR PLANTING, SOIL MUST BE REMOVED TO A DEPTH OF 12" AND REPLACED WITH GOOD QUALITY TOP SOIL. 10. DO NOT REMOVE ANY ITEM IF IT IS NOT SPECIFICALLY CALLED OUT FOR DEMOLITION. CONTACT LANDSCAPE ARCHITECT IF THERE ARE QUESTIONS. 11. ITEMS OF WORK NOTED WITH "BY CITY CREWS" SHALL BE COMPLETED PRIOR TO CONTRACTOR BEGINNING WORK. ~ "~ .4'><'.J / DESCRIPTION @-SOD REMOVAL (BY CITY CREWS) PEMOUTION KEY APPROX, QUANTITY 3,430 S.F. 11 S.F. 16 I BENCHMARK DESCRIPTION: BRASS CAP IN WEI I MONUMENT @-SAWCUT & REMOVE SEAT WALL IN HATCHED AREA @-REMOVE FLAX PLANTS & BACKFILL VOIDS WITH NATIVE SOIL (BY CITY CREWS) @-DEMOLISH & REMOVE EXISTING CONC. MOWBAND ENTIRELY (D-REMOVE BENCH. RETURN BENCHES TO LIBRARY. (BY CITY CREWS) ®-PROTECT IN PLACE EXISTING SCULPTURES @-EXISTING TREE TO REMAIN. PROTECT IN PLACE @-REMOVE EXISTING MOUNDS & LEVEL OUT PER GRADING PLAN (Cl-EXISTING GROUNDCOVER TO REMAIN. PROTECT IN PLACE (])-ELECTRICAL PULL BOX, PROTECT IN PLACE, ADJUST TO NEW GRADE. (BY CITY CREWS) ®-QUICK COUPLER TO BE RELOCATED BY CITY (D-IRRIGATION VALVES TO BE RELOCATED BY CITY @-PROTECT ELECTRICAL OUTLET IN PLACE @-EXISTING CABLE BOX TO REMAIN. PROTECT IN PLACE. 27 EA. 40 L.F. 2 EA. 6 EA. 1 EA. 36 C.Y. 1 EA. 1 EA. 5 EA. 1 EA. 1 EA. ~£ .· •. • .. • . ·.·•· ··• .. •·. -~-:;;:,;.:g_ .... . ... '·· , ·, ...J1.1UEEYAJ'A.i! ,.:1 i.!:.l.::luJo,'.l i.1.-'1~. 1,, ,, ,,,n, :!'J:iN.B-~~,i.c,n/>,;,y,_,.Jp1,1nd,CJ\9t)">{, l'hm1e l}(J') 94fJ 1601 ! <.11' 9Qc,1 ~1.:;i I tJJi,,l;I I 2SHEET I CITY OF CARLSBAD I SHEETS I 1-----+----+--------------+---+-----+--+------t ENGINEERING DEPARTMENT 12 1-----+---+-------------+---+---+--+----I DEMOLITION PLAN FOR: "AS BUILT" DOVE LIBRARY -CHILDREN'S GARDEN APPRQY[D _WILLIAM ¼!MER DEPUTY CITY ENGINEER LOCATION: EL CAMINO CENJERUNE STATION 205+99 P.E. ___ EXP.___ DATE 1-----+----+--------------+---+---+--t-------1 <f-,/4z(4., i ~"'•• •:a-/-/2-o,C RECORD FROM· COUNTY BENCHMARK BOOK t-:-:::-::::::--:::::-:::-:-----------j__~~--1----------------+---l----l-----+----I RCE 28176 EXPIRES 3 31 06 DATE REV!Ew'ED BY, D·TE INITIAL DATE INITIAL OWN BY: PROJECT NO. I DRAWING NO. 1---~-~--+--~---1 CHKD BY: JPH 425-4 OTHER APPROVAL CITY APPROVAL RV'M) BY: 133.155 M.S.L. ELEVATION DATUM INSPECTOR DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ! I 200 199 _lll_8 197 196 195 194 192 -----i---..... ,----- 0 ------C-J-+--1---+ -t"B;-+H-+++-++l-+-+-+-H--+-l-+l-l--l-t--t-+-t--+-+ 0 4 8 /6 i 1 I ! 1/a". t'-o· \ [gr-~_1 □[J BENCHMARK DESCRIPTION: BRASS CAP IN W(LL MONUMENT LOCATION: El CAMINO CENTER! !NE STATION 205+99 RECORD FROM: COUNTY BENCHMARK BOOK 133.155 M.S.L. ELEVATION DATUM --- ----------- -------...... ____ "AS BUILT" P,E ___ _ EXP ____ _ DATE REVIE\,/ED BY, INSPECTOR DATE GRADING NOTES 1. CONTRACTOR TO VERIFY GRADES AND NOTIFY LANDSCAPE ARCHITECT PRIOR TO START OF GRADING WORK. 2. ALL DRAIN LINES TO DRAIN AT 1 l! MINIMUM WITH SMOOTH CONTINUOUS FALL 3. ALL TOP SURFACES OF STEP TREADS TO SLOPE AT 1 l! FOR DRAINAGE. 4. ALL PLANTED AREAS TO SLOPE TO CATCH BASINS AT 1-1/2ll MINIMUM SLOPE UNLESS OTHERWISE NOTED- 5. ALL PROPOSED PAVING SURFACES SHALL MEET EXISTING PA'i1NG SURFACES WITH SMOOTH AND CONTINUOUS TRANSITIONS AND FLUSH ALONG ENTIRE EDGE. 6. CONCRETE WALKS TO HAVE A MAXIMUM CROSS SLOPE OF 2l! AND SHALL MEET ALL LOCAL AND COUNTY REQUIREMENTS. 7. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS, EXISTING DRAINAGE STRUCTURES, STREET IMPROVEMENTS, AND FINISH FLOOR ELEVATIONS WITH THE ENGINEER. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY UPON ANY DISCREPANCIES. 8. CONTRACTOR SHALL VERIFY PROPOSED DRAINAGE INVERTS. 9. DAYLIGHT DRAIN LINE THROUGH FACE OF EXISTING CURB 1" ABOVE FLOWLINE. EXACT INVERT TO BE VERIFIED IN FIELD. 10. ALL FINISH GRADES IN PLANTED AREAS SHALL BE 1-1/2' BELOW ADJACENT PA'i1NG SURFACE UNLESS NOTED OTHERWISE. GRADING LEGEND INV INVERT ELEVATION FG FINISH GRADE FS FINISH SURFACE TC TOP OF CAP TW TOP OF WALL TG TOP OF GRATE '-~ / -" EXISTING CONTOUR NEW CONTOUR NEW SPOT ELEVATION EXISTING ELEVATION EXISTING DRAIN NEW DRAIN W/ CATCH BASIN. MATCH EXISTING. NEW 4" PVC DRAINLINE - · · - · · - · · -EXISTING DRAINLINE • • • · · · • · · • • · · • • · · · · NEW PERF. DRAINLINE '~.,;_. ' . ·' : -•·--;Aµ.;;I ,:a [U~J!:l.l'!l i/;'.l!S. 1_,,. ·"-' "-' '!H :•T'. N l~l'Yl!',r,11 Aw, l_1,,h11i!I, C,\ () ;•i;,,;(, l't:nw <'l(Yl-'}f.'J-lb{)l I,;;; q()9 ttt-:l ~;:Jt,8 LI CITY OF CARLSBAD I SHEETS I f-----+--+----------------1----l---l----1----1 ENGINEERING DEPARTMENT 12 l---+--+----------------1---1---1----1----1 GRADING PLAN FOR: DOVE LIBRARY -CHILDREN'S GARDEN Adtb~'MLLL ~ME: •• ~!:uTY CITY E:..C~~~s RCE 28176 EXPIRES 3 31 06 DA TE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PROJECT NO. I DRAWING NO. CHKD BY: JPH 425-4 RVWD BY: I 0 :E (i) I I I I - ------------ -t-rl ------4---' --LL □ AL I -+ ' I '\_START POINT OQ -uo ) -- \<,fl I I , \ --- 1~ I '~-\ I -~ \ , -C, • -------------- ------------- ------------- --------- ' " • C) " l-+t---- ,4;:~"---1--~\\'"'\\,, /,,~ V\\ 1/1 \ \\ I I I bl \ Q ' • • ~C)1) l '.....,o 1, ft (/ • --i---- --tH-+-+-+-++-+--+-hl+.? . ···-+-"1----1--s~-tt-+-+++-+-+ □ ' / • . _.._._ r--- 1 _....1,R~EFERENCE LIN,,..E __ ~ BENCHMARK DESCRIPTION: BRA$$ CAP IN WELL MONUMENT "'+-r I □ • ' / "AS BUILT" 0 8 /6 LOCATION: EL CAMINO CENTERI INE STATION 205+99 P.E. __ _ EXP. ___ _ RECORD FROM: COUNTY BENCHMARK BOOK REVIE'w'ED BY• t/8" • 1'-O" 133.155 M.S.L. ELEVATION DAnJM INSPECTOR I i I I ---· ,.,;~~iJ!Sfili;.(3 ,.:). l!,l.:il~J!1.i!l iJ11J.!J,, I·· -•·. "' 'J'i,1 :03 N. H~rtf!.('itl f•A'(,, ( ;pb11zL '. A 9 l ','..:t, Pl',rme '!<"!<) -949 -I bO 1 I LI,'. ~lQ~l ~Jj I -•J:J(,~ LI CITY OF CARLSBAD ISHEETSI t----ll----+----------------+----1----1---~l----l ENGINEERING DEPARTMENT 12 t----ll----+----------------+----1----1---~1----l LA YOUT PLAN FOR: DOVE LIBRARY -CHILDREN'S GARDEN DEPUTY CITY ENGINEER DATE S1Cl. /-/2-af'. RCE 28176 EXPIRES 3 31 06 DATE DA TE INITIAL ENGINEER OF WORK DA TE IN111 AL DATE INITIAL JPH PROJECT NO. DATE REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: RVWO BY: I DRAWING NO. _ 425-4 I . C :e ~ (i) 0 =J::ii,. I\) I\) c,, I J::ii,. ---------------------------------- R R B D P.A. P.A. P.A. B 0 -_j __ -+- ' ' -· r-t- 0 ! 4 8 1 1 16 ! ------------- □ P.A. ·~ ~ ----------------------- R R 0 P.A. Di.:::::===' CONSTRUCTION KEY @-STEPPING STONES @-BENCH-ADD ALTERNATE @-CHAIR-ADD ALTERNATE @-COLORED CONCRETE COMPASS ®-MODIFIED SEAT WALL (0-BOLLARD LIGHTS -ADD ALTERNATE @-SCULPTURE SIGN -NOT A PART @-CONCRETE STEPPING PADS TYP. (i)-STEPPING PAD LAYOUT Q)-CONCRETE MOWSTRIP ®-not used (D-SCORED CONCRETE PAVING @-SAW CUT JOINTS @-STONE STEPS TO MATCH EXISTING PAVING ®-not in use ®-SEAT WALL @-LANDSCAPE TIES WALL @-TRELLIS -ADD ALTERNATE @-VEGETABLE GARDEN 0)--GAZEBO -ADD ALTERNATE @-CONCRETE BAND ('})-RETAINING WALL DETAIL A B C D E F H J L M N p Q R s T u V SHEET NUMBER 6 6 6 6 6 6 6 6 8 8 7 7 7 8 7 7 8 7 8 .QI)'. 4 EA. 6 EA. 6 EA. 1 EA. 10 LF 6 EA. 422 S.F. 101 L.F. 484 S.F. 134 LF 70 L.F. 17 L.F. 68 L.F. 4 EA. 1 EA. 73 L.F. 34 LF CONSTRUCTION NOTES 1. DRAWING IS DIAGRAMMATIC. CONTRACTOR TO VERIFY ALL CONDITIONS AND LOCATIONS ON SITE PRIOR TO THE START OF CONSTRUCTION. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF ANY ERRORS OR DISCREPANCIES ARE FOUND, BEFORE PROCEEDING WITH ANY WORK. 2. DO NOT SCALE DRAWINGS. USE DIMENSIONS PS INDICATIEO ON LAYOUT PLAN. 3. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THAT OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN APPARENT DURING DESIGN. OBTAIN DIRECTION BEFORE PROCEEDING WITH CONSTRUCTION IN SUCH CPSES. 4, THE LOCATION OF ALL SE~CE RUNS, SUCH PS WATER SUPPLY, ELECTIRICAL (OVERHEAD AND UNDERGROUND), TELEPHONE, SANITARY SEWER, ETC. SHOULD BE PSCERTAINED BEFORE WORK IS STARTED. WHERE THEY WILL BE AFFECTED BY EXCAVATION OR WHERE MACHINES MAY BE WORKING NEARBY, THEY SHOULD BE CAREFULLY SEALED, PROTECTED, OR DIVERTED. NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICT WITH PROPOSED IMPROVEMENTS. 5. COORDINATE ALL UTILITY RUNS AND INSTALLATIONS (EXISTING AND NEW) PRIOR TO PAVING INSTALLATION. VERIFY ALL SLEEVES AND ELECTRIC SOURCES FOR IRRIGATION CLOCK AND LIGHTING WITH PROPER SUB-CONTRACTORS. 6. OBTAIN INSPECTION AND APPROVAL OF ALL FORMS PRIOR TO PLACING PAVING. 7. CLEAN OUT AND ADJUST EXISTING DRAINS TO ACCOMMODATE PROPOSED DRAINAGE. ADJUST LATERAL DRAIN LINES PS NECESSARY TO BEST LINK EXISTING MAIN LINES. 8. TRANSITIONS FROM EXISTING PAVING TO NEW PAVING SHALL BE FLUSH. 9. REFER TO PLANS AND GENERAL NOTES FOR ADDITIONAL NOTES AND INFORMATION REGARDING THE CONSTRUCTION OF THIS PROJECT. 10. CONSTRUCT ALL WALLS, PAVING, DRAIN LINES, SLEEVING, ETC. PER PLAN AND DETAILS. 11. CONCRETE TO SLOPE FROM FOUNDATION TOWARDS DRAIN INLETS AND DRAINAGE SWALES AT PS MINIMUM RATE OF 1 /8" PER FOOT. INSTALL CONCRETE FORMS WITH LONG, SMOOTH GRADIENTS TO ELIMINATE DIPS, RIDGES, ABRUPT CHANGES OF GRADE, AND SHARP TRANSITIONS. 12. INSTALL EXPANSION JOINTS O MAX. 12' -0' INSTALL CRACK CONTROL JOINTS O MAX. 4' -o• ZIP JOINTS WILL NOT BE ALLOWED. INSTALL EJ'S AND CCJ'S AT 90" TO THE EDGE OF CONCRETE PAVING. SEE PLAN FOR ADDITIONAL INFORMATION AND LOCATIONS. 13. PRIOR TO PLACING CONCRETE, SUFFICIENTILY MOISTEN THE SUBGRADE AND PROVIDE SUBGRADE PREPARATIONS PER THE SOILS ENGINEER. 14. INSTAILL TYPE V CONCRETE THAT OBTAINS A MINIMUM COMPRESSIVE STRENGTH OF 3250 P.S.I. AT 28 DAYS UNLESS OTHERWISE SPECIFIED ON THESE PLANS AND DETAILS. CONCRETE COLOR PER CONSTRUCTION DETAILS. FINISH. SUBMIT SAMPLE TO OWNER AND LANDSCAPE ARCHITECT PRIOR TO LAYING OUT FORMS. INSTALL CONCRETE FLATWORK PER RECOMMENDATIONS OF SOILS ENGINEER AND SOILS REPORT, IN CPSE OF CONFLICT BETWEEN SOILS REPORT AND DETAILS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. 15. BACKFILL AND COMPACT BEHIND AILL WALLS AND MASONRY STRUCTURES, PS REQUIRED ON DRAWINGS AND DETAILS. BACKFILL PLANTERS WITH TOP GRADE SANDY-LOAM TOPSOIL PER PLANTING NOTES. 16. CLEAN UP AND REMOVE ALL DEBRIS FROM SITE PRIOR TO REQUESTING FINAL APPROVAL GRADE ALL AREAS WITHIN .5 INCH OF FINISH GRADES. NOTE AREAS OF ADDITIONAL GRADING SHOWN. COORDINATE WITH LANDSCAPE ARCHITECT THE FINAL FORM OF LANDSCAPE MOUNDS. -·. \e'i:i•*P,., i 1~ ~ '"',.,s~~~.!'.ili-~ ,a 1!)36:JJ!:1.i!l ih'!l!i. I",: ·,,'}1,r '//\N.B,r•1~m1fwc-·,{:pJ:,11d,;·A'Yl',','\(, l"honc ll(}') 9•1') !h()J l'<.1,•. ~1()9 ~1:::J.f):Jt.,'-l '". ' ~ CITY OF CARLSBAD I SHEETS I 1-----li------1----------------1----+--4-----li------l ~ ENGINEERING DEPARTMENT 12 1-----11-----+----------------+-----+--4-----le-----1 CONSTRUCT/ON PLAN FOR: BENCHMARK "AS BUILT" DOVE LIBRARY -CHILDREN'S GARDEN DESCRIPTION: BRASS CAP IN Wfl I MONUMENT LOCATION: EL CAMINO CENTERUNE STATION 205+99 RECORD FROM: COUNTY BENCHMARK BOOK 133.155 M.S.L. P.E,---EXP, ___ _ DATE REVIE\,IED BY• DATE INlllAL DATE INITIAL ELEVATION DATUM INSPECTOR DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED W1Lllll}E.~ER DEPUTY CITY ENGINEER ~ < ~2:0>b l·IZ•OS'. RCE 28176 EXPIRES 3 31 06 DA TE DWN BY: PROJECT NO. I DRAWING NO. CHKD BY: JPH 425-4 RVWD BY: i I I ' I I C :e c,, (i) 0 ::: .r:=. ,,,_, I\) c,, I .r:=. ..... • N 0 r---VARIES, SEE PLAN I ,-CONCRETE PAD OF VARYING SIZES. •I' I' SEE LAYOUT PLAN. WATER WASH FINISH. __ .., ~11 i' 11111~ 1111111 IIJ 11, 1-11111 II 1111 II 1111111111111111111111 '- 'I J 11 111 I " ·-, , 1-1 SUBBASE COMPACTED SAND MATERIAL 90% RELATIVE COMPACTED SUBGRADE '----TOP SOIL FILL TO 1" BELOW TOP OF PIECES. CONCRETE STEPPING PADS SCALE: N.T.S. FILE: D_PAV012 ONCRET MOWSTRIP COMPASS H 6 STEPPING SCALE: 1 /B' : f-0" PAD LAYOUT FILE: D_SITOOJ I I SAWCUT EXISTING CONCRffi SEAT WALL © EXISTING SEAT WALL & PAYERS NEW OVERHANG AT END TO MATCH EXISTING OVERHANG ON SIDE OF SEAT WALL "',.... ', SAWCUT "-, -,, EXISTING ', CONCRETE SEAT WALL MODIFIED SCALE: 1/4" : 1°-0" FlLE: D_SITOOE ' .... I ,...., BOLLARD SCN..E: 1-1 /2 : 1 -0" FILE: D_SITDOI.DWG REMOVE PAVER, SECTION NOT TO SCALE CONC. WALL, AND FOOTING AS SHOWN SEAT WALL • • <::. • • <::. • o· • <::. • • <::. • • • • BOLLARD LIGHT, MANUF: HADCO LIGHT, MODEL #DB30 COLOR BRONZE FINISH GRADE '----1• ELECT. CONDUIT LIGHT-ADD ALTERNATE BENCHMARK DESCRIPTION: BRASS CAP IN WELL MONUMENT LOCATION: EL CAMINO CENTERI !NE STATION 205+99 RECORD FROM: COUNTY BENCHMARK BOOK 133.155 M.S.L. ELEVATION DATUM - [ t:n WOOD CHAIR BY GARDENSIDE. LTD. 415-455-4500 MODEL # GLENMORE CHAIR --- I \: :J 35" --- 1 7" 26 1/2" 20" CHAIR - SCALE: 1-1/2" : 11-0" FILE: D_SITOOL ONCRETE BAND 1 /8" RAD. TOOLED EDGES (lYP.) 1 /8" RAD. TOOLED EDGES (1YP.) ONCRETE BAND ADD ALTERNATE PAVING '------#1020 ANTIQUE ROSE' CONTACT BRICKFORM AT 800-483-9628 OR 909-484-3399 ® COLOR CONCRETE COMPASS SCALE: 1/8 :I -0 FILE: D_PAVOOADWG ' ' ~ ~ I N ® 2% GRANITE STONE PAVING TO MATCH EXISTING NATURAL RANDOM PATTERN, AV~-DIA. OF stoNE: 12-18". AVE. THICKNESS TO BE 1 -1 /2 TO 2•, SEE PLAN FOR LOCATION ANO PATTERN. ~-4" LAYER COMPACTED SAND BASE, '---90% RELATIVE COMPACTED SUB-BASE TE PING STONES SCALE: 1 2 :1 -0 FILE: D_PAV019 ~ i= j, BENCH SCALE: 1/2° , f-D" FILE: D_SIT019 4' -11" WOOD BENCH BY GARDENSIDE, LTD. 415-455-4500 MODEL #2304 6' GLENMORE BENCH (' "~ ADD ALTERNATE :_.-;_g ,~H'!J~!:tA:Ja ,~ 1!)3-_j.l!JjiJ ij,i'J!.i. ;;·i:; N. l~Mf~}1t t\<x•, UpLmJ, ( 'A '1 'i0'-'(l 11,on,,(j1~9 1Vi9 lN)l l·<.1K9V':l\lBl··')~t(,l;{ ' ,, ' .r, I -~ ' ~ CITY OF CARLSBAD I SHEETS I 1----1---+----------------l---+---l----le---l LQ___j ENGINEERING DEPARTMENT 12 1-----1--4----------------l----+---1-----1----l CONSTRUCT/ON DETAILS FOR: "AS BUILT" DOVE LIBRARY -CHILDREN'S GARDEN P.E. ___ EXP. ___ _ DATE APPROYE:D 'MLLIAM E. ~J.IER DEPUTY CITY ENGINEER ... /4~~~~~111!-~~ifln' _J~iL.t•-!,(,.t:1f(ft:;;;,~(&!1._"""'--,___ t-1Z-o.5" RCE 28176 EXPIRES 3 31 06 DA TE REVIEv/ED BY• DA TE INITIAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION DATE INITIAL INSPECTOR DATE OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: RVWD BY: JPH PROJECT NO. ! ' C, ~ 0-(i) 0 -~ -"-> "" 0, I . ~ ' ' ,---CONCRETE BANDING. SMOOTH BROOM FINISH. 1 / 4" RAD #4 REBAR 12" CONTINUOUS CONCRETE PAVI FINISH GRADE ~-95% COMPACTED SUBGRADE (TYP.) CONCRETE BAND SCALE, 1 =1 -0 FILE, D_PAV020 SLOPE #3 REBAR 24" O.C. EMBED 1 B' INTO NATIVE SOIL (TYP.) ,/rT"L...-,, ,,..,.,Iii•• ',. ~l.Umll ® V GETABLE GARDEN SCALE, 3 8 = 1 -o• FILE, D_SITOOG.DWG 2-5' HIGH TRELLISES 2-3' HIGH TRELLISES ® ' D I N TRELLIS SCALE, 3/411 = 1"-0" FILE, D_SITOOK.DWG LANDSCAP TIE W L w U'. :::, I-Q_ __J :::, u Ul z 0 '-" z D z w 8J 0 ' 0 I "' ~ 0 I ,.., TEPPING PAD 4' -o• O.C. ' ...- 11-011 ADD ALTERNATE CONCRffi STEPPING PAD 12" TOP SOIL MIX BY AGRISERVICE, INC., EL CORAZON COMPOST FACILITY. PHONE: (800) 262.4167 FINISH GRADE 0 I 12" TYP SOIL MIX BENCHMARK DESCRIPTION: BRASS CAP IN WELL MONUMENT 4' DIA WOOD POLE SANDED SMOOTH AND SEALED W/ CLEAR, HIGH GLOSS, POLY URITNANE 3 COATS CONRETE FOOTING FINISH GRADE WIREVISE SUPPLIED BY AUL METALS SUPPLY INC. (888) 66B-2220 1·-10" GROUNDCOVER ' 'f -f--'-1'-'-+-"C=ON=CR=ET=E-"STE~PP=ING"--'--'-PAD"'--------, " - ® SEAT WALL SCALE, 1 = 1 -0 FILE, D_SITOOD STONE CAP TO MATCH EXISTING POURED IN PLACE CONCRETE SEAT WALIL FINISH TO MATCH EXISTING FINISH TO MATCH EXISTING FINISH GRADE ' 0 I ... '' ,4 ' ''• '. ', , ' I <f ',4 ~.,;;·•.,;,,,' '.,;,,,•' .. :, ;., . . , •• ti , I ' ' ., . ' ' "'., 4 ~------1/2" RADIUS TOOLED EDGES ~------CAULKING SEALER ,--------1 /2" EXPANSION JOINT FILLER. LOCATE PER PLAN @ 20'-0" O.C. MAX. SEE SPECIFICATIONS. 1,-.,c.,....,-,!....._,...,.....,_. ~ c,.,-,-_;..,..;.__./ .. .,, ' . ' 111 111 -1 I I 111 I 1 111 111 111 I 11W,,.W111111111111111111-ll _ll,,,Ul,,Jl 1 '------SAW CUT-LOCATE PER PLAN O 4' -0" O.C. MAX. SEE SPECIFICATIONS. ED CONCRETE PAVING INSTALL ALL CONSTRUCTION JOINTS TRUE AND STRAIGHT (SEE PLAN). SAW CUT JOINTS SCALE, 3 =1 -D FILE, D_PAV004 2'THICK X 18" DEPTH STONE TREAD SET WITH MORTAR -~ FINISH SURFACE OR7 FINISH GRADE, SEE CONSTRUCTION PLAN . ' . 7,J,__..,,.,:~j=='= 24" 12" • <O /14 REBAR DOWEL 12" LONG W/ SLEEVE 24" O.C. MATCH ~-• ;) 1Jrl'J'1•!:f!'., ,,y,...,i\illY...:)~ '~ l.!:.J.Et-.:il!i:l!'!l J,'!l~. ·,· '•''"-' 11<1 ;o-\ !\:_ !!,.1>11.ivm /\w'. U°J1!1mil, ('/\ (! ·;_s,,o, Pl',,,rw 91.l'PJ/19 lt>f)l I t)X 1JO'.l ~»:l I '):11:<B EXISTING ~ CITY OF CARLSBAD I SHEETS I 1------1-----+--------------+-----+----1--+-----, LI..____j ENGINEERING DEPARTMENT 12 I---+---+-------------+---+-----!--+----, DETAIL SHEET FOR: "AS BUILT" DOVE LIBRARY -CHILDREN'S GARDEN APPROVED '.>--;••ER DEPUTY CITY ENGINEER LOCATION: El CAMINO CENTERLINE STATION 205+99 P.E. ~--EXP. __ _ DATE 1--------1------+--------------l------1-----+---1------1 l-4~#~to......_,z:..--=Y..~~-2:,,,--l-12-as: RECORD FROM: COUNTY BENCHMARK BOOK 133.155 M.S.L. r,:;~;::-:;::;::---;:::;-------------1-------l-----l---------------+--.J---1-----+-----I ~R~CE~2~81~7~6 =:I~=ir:::::::~~~~;====i~~DA~TE~ REVIEw'ED BY• DATE INITIAL DWN BY: PROJECT NO. I DR4AWl25NG-4NO. f.---=-D A.:.:CTE::........1...C.I N;;_;_ITI::.;;AL'-4--.::..CDA.:.:.:TE::........1...c.l N::..clTI::.;:AL'--1 CH K D BY: JP H ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ELEVATION DATUM INSPECTOR DATE SOLID ROOF IN HATCHED AREA AS SHOWN. ROOF MATERIAL TO BE SELECTED BY CITY LANDSCAPE ARCHITECT. 1 ' DIA WOODEN POLE, HEIGHT TO BE DffiRMINED. STONE STEPS SOLID ROOF TOP TO BE SECURED TO WOODEN POLES LIGHTS TO BE ATTACHED TO CEILING PLAN VIEW ELEVATION \ \ TOP OF SEAT WALIL • 0:, FINISfi GRADE (TURF) ~----#4 REBAR (CONT.) (TYP.) ~----1/2" RADIUS (TYPICAL) '------------CONC. EDGING 0 GAZEBO SCAL£: 1 /8' • 1'-D" FILE: D_SITOOH -ADD ALTERN'ATE 0 CONCRETE SCALE: 3 =1 -0 MOWSTRIP • N - 1'-2" ''-'--',,------12 X 8 X 16" CMU'S. GROUT ALL CELLS SOLID. 6"x6" PRESSURE TREATED LANDSCAPE TIE ERFORATED PIPE CONT. LONG BACK OF WALL IPE SET IN GRAVEL AP W / FILTER FABRIC FINISH GRAD 6" FILE: D_PAV002 EXPANSION JOINT SEE PLAN FOR LOCATIONS. LOCATE 12' -0" O.C. MAX CONTROL JOINT LOCATE AT MID POINT BETYWEEN EXPANSION JOINTS O 4' -0" MAX. FINISHED GRADE AT PLANTING AREA OR TURF ~--4" THICK CONCRETE WALK. WATER WASH FINISH. ~-SLAB REINFORCING/6 x 6 x 8 GA. VARIES WELDED WIRE MESH ON CONCRETE CHAIRS AT 24" O.C. 3• 1 /2" RADIUS TYPICAL -111 : ~ .. ' ~· ' -+++==1--1--POURED IN PLACE CONCRETE FOOTIN m r · :: 1 '-6" +--'--;I ~~in=~ITi·. · mr.___gmr~rnr~~I 1_· _:: :~::: ~~:: 1Ni~~s . - -... -,,,-11 I 2'-0" RETAINING WALL SCALE: 1 =1'-0 FILE: D_WAL01 6 BENCHMARK DESCRIPTION: BRASS CAP IN WEI I MONUMENT a· @) LANDSCAPE TIE WALL CONCRETE PAVING SCALE: 1"=1'-0" FIL£: D_WAL006 "AS BUILT" SCALE: N.T.S. FlLE: D_PAVO0J ·---- : . \-' Mt,f--~,...,.....,.. ·:·· ',' . . . .. ,'U !JJ'\l!.:. I,,, ,,. '' _.-, ' ~ /'l N. IS-a•ri¾'.,n Aw, \ l1,1!:Jt1d. l /\ t) tI-U, r'hc>n,o <JWPM-'J 1(,0 l I ..i1-, ~llJ') ')/3 I -~l"Jl,f:l I asHEET I CITY OF CARLSBAD I sHEETs I t----t---+--------------1----+---+--t-----l ENGINEERING DEPARTMENT 12 t----+---+--------------+----+----+--t-----1 DETAIL SHEET FOR: DOVE LIBRARY -CHILDREN'S GARDEN LOCATION: El CAMINO CENTERI INF STATION 205+99 P.E. __ _ EXP. __ _ DATE APPROVED W1L!-IAM ~ PL~;: DEPUTY CITY ENGINEER ,k/4i'/4r -:,, Q:::::;u. • a I-LZ-0$' RECORD FROM: COUNTY BENCHMARK BOOK r:;::;:-;-;;:;:::-:;::;::-::-:;---------7 __ -l---l--------------l--+--4------l---l RCE 28176 EXPIRES 3 31 06 DATE REVJE\,IED BY• 1.3.3.155 M.S.L. DWN BY: PROJECT NO. I DRAWING NO. CHKD BY: JPH 425 4 RVWD BY: - DATE INITIAL DA TE INITIAL ELEVATION DA11JM INSPECTOR DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 0 ~ 00 G) 2. ,l::a,. _, ~ "" 0, I ,l::a,. ----------- CONNECT TO EXISTING _ __,.1 SLOPE IRRIGATION. SEE SHEET L4 .J J [] -------------------------- 14.25@ 1-·-7 CJ CONNECT TO EXISTING ,;-SLOPE IRRIGATION. / SEE SHEET L 4 @sLOPE 0 4 8 ! 1 1 -------------------------- □ □ IRRIGATION LEGEND DESCRIPTION SYM. 'RAINBIRD' POP-UP 1804-PRS-8 Q, H, F .. -· 'RAINBIRD' POP-UP 1804-PRS-8 VAfl .,;. 'RAINBIRD' POP-UP 1804-PRS-12 Q, H, F 121 cb Q) 'RAINBIRD' POP-UP 1804-PRS-12 VAN a, 'RAINBIRD' POP-UP 1806-PRS-4 VAfl ){ 'RAINBIRD' POP-UP 1806-PRS-6 VAfl ? 'RAINBIRD' POP-UP 1806-PRS-8 Q, H, F 1' ♦ 'RAINBIRD' POP-UP 1806-PRS-8 VAfl 'f 'RAINBIRD' POP-UP 1806-PRS-12 Q, H, F ')' • [!] 'RAINBIRD' POP-UP 1806-PRS-12 VAN '1 'RAINBIRD' 6" RISER 8 Q, H, F wt ♦ 'RAINBIRD' 6" RISER 12 Q, H, F )t( >I< IQ) 'RAINBIRD' 6" RISER 12 VAN )li: 'RAINBIRD' 6" RISER 15 SST .. 'RAINBIRD' CONTROL VALVE PEB-PRS-8 ~ EXISTING RELOCATED VALVES EB 'NIBCO' GATE VALVE T -113 ►◄ 'BROOKS' VALVE BOX SERIES 1419 RELOCATED QUICK COUPLER () SLEEVING SCH. 40 P .V.C. --------- EXISTING PRESSURE LINE (MAINLINE) -·- PRESSURE LINE SCH 40 P.V.C. --(CLASS 315 PIPE 2" AND OVER) NON-PRESSURE LINE SCH. 40 P.V.C. POINT OF CONNECTION P.O.C. ~GPM ~ DETAIL P.S.I. RAD. RCC I.J A 30 8' .26 A 30 8' .72 A 30 12· .65 A 30 12' .65 A 30 4' .29 A 30 6' .37 A 30 8' .26 A 30 8' .72 A 30 12' .65 A 30 12' .65 B 30 8' .26 B 30 12' .65 B 30 12' .65 A 30 4'X30' 1.21 • X X X X TWICE LINE SIZE (MIN.) VERIFY LOCATION SEE PLAN FOR SIZE SEE PLAN FOR SIZE VERIFY LOCATION ON SITE G.P.M. H 3Q F .52 1.05 1.19 1.55 1.30 2.60 1.30 1.95 .45 .73 .60 1.10 .52 1.05 1.19 1.55 1.30 2.60 1 .30 1.95 .52 1.05 1.30 .60 1.30 1.95 ------· --- IRRIGATION NOTES 1. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AR£AS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AR£AS WHEREVER POSSIBLE. 2. SET ALL VALVES AND QUICK COUPLERS NEXT TO WALKS OR PAVED SURFACES. 3. ALL SPRINKLER HEADS ARE TO HAVE TRIPLE SWING JOINTS (EXCEPT WHERE NOTED ON PLANS). 4. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF THE SAID REJECTION. 5. CONNECT NEW VALVES TO EXISTING CONTROLLER. 6. BEFORE COMMENCING ANY EXCAVATION, THE CONTRACTOR SHALL OBTAIN AN UNDERGROUND SERVCE ALERT I.D. NUMBER BY CALLING 1-800-422-4133. TWO (2) WORKING DAYS SHALL BE AILLOWED AFTER THE I.D. NUMBER IS OBTAINED AND BEFORE THE EXCAVATION WORK IS STARTED SO THAT UTILITY OWNERS CAN BE NOTIFIED. 7. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. 8. THE CONTRACTOR SHALL FLUSH AND AIDJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVER SPRAY ONTO WALKS, STREETS, ETC. 9. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE GRADE DIFFERENCES, LOCATION OF WALLS, AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATIE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS UNDER ROADWAYS AND PAI/ING, ETC. 10. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE Of 55 P.S.I. AND A MAXIMUM FLOW DEMAND OF 27.71 G.P.M. THE CONTRACTOR SHALL VERIFY WATIER PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN WATER PRESSURE INDICATED ON THE DRAWINGS ANO THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE ARCHITECT. 11. DO NOT WILLFULLY INSTAILL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT THERE ARE UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES IN THE AREA. DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. IN THE EVENT THAT THIS NOTIFICATION IS NOT GIVEN, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. 12. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 13. THE INTENT OF THE DESIGN IS TO PROVIDE 100% COVERAGE TO AILL PLANTING AREAS. AS PART OF THE SCOPE OF WORK, THE CONTRACTOR WILL PROl/lDE ANY ADDITIONAL HEADS, SPECIAL NOZZLES, OR PATTERNS TO ACHIEVE PROPER COVERAGE WITH A MINIMUM OF OVER SPRAY AT NO ADDITIONAL COST TO THE OWNER. 14. INSTALLATION FOR THE CONTROL WIRES SHAILL FOLLOW MAINLINE ROUTING. 15. PROVIDE SLEEVES AS SHOWN ON DRAWING. USE 2 TIMES DIAMETER MIN. SCH. 80 P.V.C. MIN. DEPTH 24" TO TOP OF LINE. 16. LOCATE REVISED VALVE CHART IN CONTROLLER -REDUCE AND ENCASE IN PLASTIC (AS BUILT). 17. GUARANTEE: THE INSTAILLED SPRINKLER SYSTEM SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. SHOULD ANY TROUBLE DEVELOP WITHIN THE TIME SPECIFIED DUE TO INFERIOR OR FAULTY MATERIAL OR WORKMANSHIP, THE TROUBLE SHAILL BE CORRECTED BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER. 18. SEE SHEET L4 FOR AS-BUILT IRRIGATION PLAN. DRAWING IS SCHEMATIC. ... ft fl;,;i:'.£ W,ffl\ ,...;1.1.1!1.!S!i~;.G;! D. l!.J3--.:U!:l!'il i.i.i!l.t:. 1 ,,. , ,,, '/!s/ [/.-; N 1$,'?\1.o.t:.rt Aw', ( Tp]mld, C'/\ ,; l'h-:!1 i'l.1n:,~" ')ti') 1J,1fl-H)O l : <tS l.l()<J ().':, I •J:_l(:,.;; ~ CITY OF CARLSBAD 1----+----+----------------+---1-----+----1-----1 l1L_j ENGINEERING DEPARTMENT t----+----+----------------+---1----+---+----I IRRIGATION PLAN FOR: BENCHMARK "AS BUI LT" DOVE LIBRARY -CHILDREN'S GARDEN DESCRIPTION: BRASS CAP IN WELL MONUMENT /(i r LOCATION: El CAMINO CENTER! !NE STATION 205+99 RECORD FROM: COUNTY BENCHMARK BOOK 133.155 M.S.L. P.E. __ _ EXP, ___ _ DATE REVIE'w'ED BY, DATE INITIAL DATE INITIAL ELEVATION DATUM INSPECTOR DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL A.:/4?/4r:,LLIAMf~· ~ ~E:.~.2 CITY E~~~~~o,S RCE 28176 EXPIRES 3 31 06 DA TE DWN BY: PROJECT NO. I DRAWING NO. CHKD BY: JPH 425-4 RVWO BY: -0 2. 0 ~--------1/2 X O.C. SPACING ,,,-------SEE PLANT LEGEND FOR O.C, SPACING ,,..---ESTABLISH FINISH GRADE 2" BELOW FINISH SURFACE OF HARDSCAPE/CURB ~-1 /2" DEEP LA YER OF NITROLIZED BARK MULCH ,~:~:Im$:t.,.~~irr;;'.;rn;'.,;i,:;'. ;,',','--TILLED AND AMENDED PLANTING BED ;-n:c:rr=i:= PER PLANTING NOTES. "-----UNDISTURBED NATIVE SOIL SUBGRADE ___cmc_cm-· ..,. SECTION TRIANGULAR SPACING EOOE ~ PLANTlNG OR PAVING NOTES: ROTOTILL AREAS BEING AMENDED TO A DEPTH OF 6", BLEND AMEND- MENTS INTO NATIVE SOIL TO AVOID ANY DISTINCT SOIL HORIZON. SEE PLANTING LEGEND FOR SPACING DIMENSIONS I< SEE ,, ; PLANfG '1 I-.--I LEGEMD I I ✓ f~T s~irr i -~t"-~-UGN-•- -i i-"'-i i-j/2 SPACING SQUARE SPACING GROUNDCOVER PLANTING SCALE: N.T,S, FILE: D_PLA002 0 0 ,-------''THE REDDY STAKE" POLE ,------T-BAR ROD. HEIGHT AS REQUIRED. SEE SPECS. UV RESISTANT VINYL STRAP. FOLD AND SECURE AS SHOWN, TREE TRUNK ~-ZIP TIE {2) ® -+---==~--------SPRAY NOZZLE 1---------NOZZLE ADAPTER (IF REQ'D.) ~--FINISH GRADE -/ lf-===t++-------1/2" SCH 80 P.V.C, RISER 111 11 i} LENGTH AS REQ'D. 111 =I I -,I I I I 1-1' ~---ROUND, PLASTIC VALVE BOX AS PER SPECS, BRANDED "G. V." ON LID. SET FLUSH W/ FINISH GARDE IN TURF AREA, SET 2• ABOVE FINISH GRADE IN GROUNDCOVER AREA. W=,;='---6"~ P.V,C, CL160 PIPE, LENGTH ,----FINISH GRADE ~----TRIPLE SWING JOINT W/ MARLEX STREET ELLS. z a:: -w :::;;> ,o NU ,;,-----TRIPLE SWING JOINT W/ MARLEX AS NECESSARY FOR ACCESS TO GATE VALVE SHRUB SCALE: N.T.S. FILE: D_IRRD11 :::J <( f!? 0 0 a:: RISER • 2x ROOTBALL STREET ELLS. ~-SCH. 40 P.V.C. FITTING FOR NON-PRESSURE LATERAL ~--SCH. 80 P.V.C. RISER (LENGTH AS REQUIRED) ,,..--WATER BASIN FINISH GRADE -tlm!----FERTILIZER TABLETS ;c (PER PLANTING NOTES) -1------BACKFILL PER NOTES SHRUB PLANTING SCALE: N.T,S, FILE: DYLA00l BENCHMARK DESCRIPTION: BRASS CAP IN WELL MONUMENT LOCATION: EL CAMINO CENTERLINE STATION 205+99 RECORD FROM: COIINTY BENCHMARK BOOK 133,155 M.S.L. ELEVATION DATUM © PRESSURE MAINLINE ~-P. V.C. MALE ADAPTER (2 REQ'D) -----GATE VALVE '-------1 CU, FT. MIN. OF PEA GRAVEL GATE VALVE SCALE: N,T.S, FILE: D_IRRD03 FINISH GRADE. BOX SHALL BE FLUSH 1',1-lEN ADJACENT TO TURF OR HARDSCAPE, 2" ABOVE F.G. IN GROUNDCOVER AREAS. ,---CHRISTYS 1.0, TAG, STAMPED BRASS TAG OR EQUAL. MARK W/ VALVE STATION NUMBER. ,---PLASTIC VALVE BOX W/ LOCKING LID, BRANDED "RCV" & STATION NUMBER ON LID. SET FIRMLY ON PEA GRAVEL. SEE SPECS. ® PEA GRAVEL --P.V.C. MAINLINE FITTING ~--P.V.C, LINE PIPE -----MAINLINE CONTROL VALVE SCALE: N.T,S, FILE: D_IRR0D4 EPOXY FILLED WIRE CONNECTORS 24" EXPANSION LOOP P. V,C, SCH 40 MALE ADAPTER (2 REQ'D) P.V.C. LATERAL LINE PIPE FLOW-➔ 45' ELBOWS, 2 REQ'D TO BRING PIPING TO REQUIRED DEPTH PILOT WIRE COMMON WIRE NOTES: POP-UP SCALE: N.T.S, FILE: D_IRRD01 ~-SCH. 40 P.V.C. FITTING FOR NON-PRESSURE LATERAL ---SCH. 80 P.V.C. RISER (LENGTH AS REQUIRED) DETAIL ,---WALK, PAVEMENT, OR OTHER STRUCTURE , .. , .. □ ..:}.~ :{1 :',' •,": :, ~ " . '_ :rTT:.......:T'" ~ ~~ "' -lx, -4,-,;l-,-'I- ,----FINISH GRADE ----ELEC. CONDUIT OR l\1RING Lr----PRESSURE MAIN LINE _---CLEAN SAND BACKFILL (IF INDICATED) MINIMUM BACKFILL RELATIVE COMPACTION SHALL BE 90%. 1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES 2, BUNDLE & TAPE CONTROL 111RES AT 10' INTERVALS 3. TIE A LOOSE 20" LOOP IN WIRING AT CHANGE OF DIRECTION GREATER THAN 30". UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE. 4. UNDER PAVED AREAS, ALL PRESSURE LINES & WIRES SHALL BE SLEEVED W/ SCH. 80 P. V.C. PIPE & SHALL BE 24' IN DEPTH (MIN.) 5. INSTALL ALL CONTROL WIRES ON UNDERSIDE OF MAINLINE PIPE 6, PIPE DEPTH FOR 2-1/2" AND LARGER SHALL BE 24" MINIMUM. 7. PIPE DEPTH FOR 2" AND SMALLER SHALL BE 18" MINIMUM, 8. PIPE DEPTH FOR ALL NON-PRESSURE LATERAL LINES SHALL BE 12" MINIMUM. @ If &~CHING DETAIL FILE: D_JRRDD2 I, 1.->li ·,(,, £/ 1 I\ l~~n~M1At,;,, l_/plmd,t'A '!!'/11,6 Ph•ni,> ')(VP>1-tJ-lt-J1 l !·c1A ')0'} <l-S t 1YiO::i ~ CITY OF CARLSBAD I SHEETS I 1-----+---+------------------1>----+-----<---+----1 l_I.Q_j ENGINEERING DEPARTMENT 12 t----+--t------------------11-----1----1---1---1 "AS BUILT" P.E. __ _ EXP. ___ _ DATE REVIE\.'ED BY• INSPECTOR DATE PLANTING AND IRRIGATION DETAILS FOR: DOVE LIBRARY -CHILDREN'S GARDEN DEPUTY CITY ENGINEER I-LZ•o,s DATE -~0A=TE,,........~1N=rn~AL-+----------------+---+---+-----~ ~D~WNITTB~Y~: =:::as:=17='==~P~R~oYEJE~c~T~N~o;:=. =71~D~R5A~W1~N~G~N~oD. t---D_ATE_~INI_TIA_L-+-_DA_TE_~I_NI_TIA_L-i CHKD BY: JPH 425-4 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ECH 2 CEA 10 IRI 11 I I I I I I I I 1-~------- I I I I I ® 2 I I I I I L .. ... .. .. " " " " " """"'" '"" ..... '"" .. l\,IR --·, ' ' ' . . ' ' , : •, ./' ' ' . •• ' ♦ • ' . • • • • ' ' . • ' '.· o.··. . •j • • • I • • • + + + ♦ ~ • • • • • • • • • • • --· ' " " --+->--+-+-+-+-+-+ • • -+-t-t-+-t-1,t-+--+++-+-H-rt-"'-t:c'f: .-_1~~-t--2__1, ,~--: • • • -l-+-+11,/ +-+--+--+-+-+1-t-+-+-J--+-+-f-+-t-++-,--+-+-+-t -ll-H-+-+--+-+--lc-H--t-+--+--1-H·-+-+--P-.+-t+-J-+ a , EEi ' . HEM 9 BENCHMARK DESCRIPTION: BRASS CAP IN WELL MONUMENT 0 8 /6 LOCATION: EL CAMINO CENTERLINE STATION 205+99 RECORD FROM: COIJNTY BENCHMARK BOOK t/8""' I'-0 1' 133.155 M.S.L. ELEVATION DATUM I , ---.. f , "AS BU IL T" . .__ PLANTING NOJES 1. DRAWING IS DIAGRAMMATIC: CONTRACTOR TO VERIFY ALL LOCATIONS AND CONDITIONS ON SITE. COUNT ALL PLANT MATERIAL BEFORE BIDDING. 2. CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS ON SITE AND LOCATE ALL EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS. 3. CONTRACTOR TO REPAIR AT HIS OWN EXPENSE All PROPERTY DAMAGE WHICH OCCURS DURING PROJECT INSTALLATION. 4. NOTE ADDITIONAL REMARKS ON SPECIFIC PLANTS IN PLANT LIST. 5. ALL EXISTING PLANT MATERIAL TO BE REMOVED EXCEPT WHERE NOTED ON PLAN. 6. CONTRACTOR TO GUARANTEE ALL PLANT MATERIAL FOR 90 DAYS FROM THE DATE OF ACCEPTANCE BY OWNER. 7. FINISH GRADE TO BE 1" BELOW ALL WALKS, CURBS, AND PAVING. 6. ALL PLANTED AREAS SHALL RECEIVE THE FOLLOWING AMENDMENTS PER 1,000 SQ. FT. OF SURFACE ARr.A. ROTO-TILL AMENDMENTS TO A DEPTH OF 6" *150 LBS. GRO-POWER *3 CU YDS NITROGENIZED, MINERALIZED FIR BARK OR REDWOOD SHAVINGS *ADD 6 LBS OF GRO-POWER CONTROLLED RELEASE 12-6-6 PER CU YD OF MIX. 9. PLANT HOLE TO BE TWICE AS WIDE AND DEEP AS THE PLANT ROOT BALL BACKFILL AND COMPACT TO 80% WITH 60% SOIL OF SITE AND 40% FIR BARK, UNLESS OTHERWISE NOTED. PROVIDE GRO-POWER PLANT TABLETS AT THE FOLLOWING RATES: 1 GAL 2 5 GAL 5 15 GAL 10 24" BOX AND UP 14 ~---...., PLACE RECOMMENDED TABLETS BETWEEN THE BOTTOM AND THE TOP OF THE ROOT BALL BUT NO HIGHER THAN 1/J OF THE WAY UP TO THE TOP OF THE ROOT BALL. SPACE TABLETS EQUAi.LY AROUND THE PERIMETER OF THE ROOT BALL APPROXIMATELY 2• FROM THE ROOT TIPS. 10. "DEEP ROOT" BARRIERS ARE TO BE USED AROUND ALL TREES LOCATED WITHIN 5 FT. OF PAVING. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 1 1. ALL PROPOSED SHRUB AND GROUND COVER AREAS ARE TO BE TREATED WITH A PRE-EMERGENT WEED KILLER (EPTAM / RONSTAR). APPLY PER MANUFACTURER'S SPECIFICATIONS: A) IMMEDIATELY AITTR PLANTING, B) AT THE BEGINNING OF THE MAINTENANCE PERIOD, AND C) AT THE END OF THE MAINTENANCE PERIOD. 12. CONTRACTOR TO INSTALL AND MAINTAIN LANDSCAPE PLANTING IN ACCORDANCE WITH THE GOVERNING AGENCY'S GUIDELINES AND SPECIFICATIONS UNLESS NOTED OTHERWISE IN THESE NOTES OR ON THE PLANS. KEY BOTANICAL NAME/COMMON NAME SIZE REMARKS IBEE CER CIO CIT KOE QUE .s!JB BRU CEA cu ECH FES HEM IRI LAV LEU LIM ROS SAL SIS JIBQ CAM SAG THY TUR CERCIS OCCIDENTAUS / WESTERN REDBUD 15 GAL MULTI TRUNK CITRUS ORANGE / ORANGE 24" BOX X CITRUS LEMON 'MEYER' / MEYER LEMON 24" BOX X KOELREUTERIA PANICULATA / GOLDEN RAIN TREE 24" BOX X QUERCUS AGRIFOLIA / COAST LIVE OAK 24" BOX Provided by city. BRUNFELSIA PAUCIFLORIA 'FLORIBUNDA' / YESTERDAY & TODAY 1 GAL. X CEANOTHUS GRISLEUS HORIZONTALIS / WILD LILAC 1 GAL. X CUVIA MINIATA / KAFFIR ULY 1 GAL. X ECHIUM F ASTUOSUM / PRIDE OF MADE RIA 1 GAL. X FESTUCA OVINA 'GLAUCA' / BLUE FESCUE 1 GAL. X HEMEROCALLIS SP./ DAYLILY 1 GAL. X IRIS OOUGLASIANA PACIFIC IRIS 1 GAL. X LAVANDULA ANGUSTIFOLIA / LAVENDER 1 GAL. X LEUCOPHYLUM FRUTESCENS / TEXAS RANGER 1 GAL. X LIMONIUM PEREZII / SEA LAVENDER 1 GAL. X CISTUS PURPUREUS / ROCK ROSE 5 GAL. X SAL VIA LEUCANTHA BLACK SAGE 1 GAL. X SISYRINCHIUM BELLUM / BLUE EYED GRASS 1 GAL. X TRACHELOPSPERMUM JASMINOIDES / STAR JASMINE 1 GAL 16' o.c. SAGINA SUBULATA / IRISH MOSS FLATS 4' O.C. THYMUS VULGARIA / THYME FLATS REGRADE AND CONDITION SOIL IN THYMUS AREA MEDALLIAN PLUS-PACIFIC SOD SOD X :,.:.J~i:.l.!S.!lA;i.!!! ,_a !J~J!:li!l l!'<J!). :(I"\ J\;H,~n!«>ri Al.-'<', l.ir,Lud, ( 'A (.l J 'J;•Sii F'hr;nu ()(tlHP19-J6{lJ. l',ix IIJ_\1) ~ll:ll·~f'._l(,l;i: ~ CITY OF CARLSBAD I SHEETS I 1-----1--+-----------------,1----+--+----1---1 L!1_j ENGINEERING DEPARTMENT 12 t----t----+--------------------1---+---t-----1 PLANTING PLAN FOR: DOVE LIBRARY -CHILDREN'S GARDEN DEPUTY CITY ENGINEER P.E. EXP. DATE REVJE',/ED BY• DATE INITIAL 1-a-a:s: r;::;::-:-;;:::-::-;::--;::-;---------------i----+--+-----------------+--+--l--~1-----1 '.::R~CE~28i1?7~6 =:is::=u==~~Sfc~~=7 foi~~D~ATE~~ I D'M'J BY: PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: JPH 425-4 INSPECTOR DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: .. I , $ l _____ j CJ / :/ ~~ □==-­ [-1 □ / L'===:;/ UGHDNG NOJES 1. THIS DESIGN IS DIAGRAMMATIC AND ONLY FOR LIGHTS IN THE PLANTING AREAS. CONTRACTOR TO VERIFY FINAL LOCATIONS WITH CITY. 2. CONTRACTOR SHALL INSTALL ALL LIGHTING FIXTLRES IN ACCORDANCE WITH CITY OF CARLSBAD REQUIREMENTS AND MANUFACTLRER'S SPECFICATIONS. IN CASE OF DISCREPANCY BETWEEN THESE PLANS AND CllY OF CARLSBAD REQUIREMENTS, CONTACT THE CllY. lJGHDNG I fGENP 0 HADCO BOLLARD, MODEL #DB30 - · -1.5' PVC ELECTRICAL CONDUIT [I) 500 VOLT TRANSFORMER W/ TIMER & PHOTOCELL PLUG INTO EXISTING OUTLET. #,A;~ 1/ /~>~ J ~/ / 6VQ / 1/ I I \ +-++--I-\ '(' ,::::===--1 ~~--i C I I -,4-;--;-j_ J [ / 1/ -----~--Hi➔-<. I 4--'_ +'-..... _______ _.,.,.--/ -._; ± . ,"!~ -T-:-+-+-t-+--'-+-<·-+--' ~-....,_ . ---L1-+-+--1-1--1-4--4-+ ' =f-+--t·-+ ++-+c? / : -----;-----1--- --- . -i -·+·----------+-- ++-+-1--+-l-+-++-+-1--+-1--+-++--l--+-!--1--+-~ --t"·-+-' +---1--l---+--'-'-+ __ _J__j__ ..... -f---l----'r-+---+++-N +++-t-+-1--+-1-+++-+-1---: 1---1--_+-I __ L_·-+·· --+---<-+-1 .. +±+" ·-... ----+-. +-+t-➔·• --+--....,__--1---..... -+-..,.t-~~~___,__,__.~ --t-•--l---l-+---1--+-l--+-+--' + --+ BENCHMARK DESCRIPTION: BRASS CAP IN WELL MONUMENT 0 4 8 /6 LOCATION: El CAMINO CENTERLINE STATION 205+99 RECORD FROM: COUNTY BENCHMARK BOOK 1/811-11-O" 133.155 M.S.L. ELEVATION DATUM "AS BUILT" P.E. __ _ EXP. ___ _ DATE REVIE',/ED BY• INSPECTOR DATE c.£,1' -..J.~1'.J.!lk-':l!fr~ -a :,t1~Jg.1\l l.i.l<Ju. 1,, ,· ,,,r i1r!· ,J'J.i N lk-,~n Aw•, t pl:md. C/\ tjj"J . ..;6 Pht->tt•· ')O')-Q<'F)-lhlll !·u)( ')O') (1.':,ll ~J~lt.,8 CITY OF CARLSBAD I SHEETS I l-----+--+---------------1----1----ll-----1---.I ENGINEERING DEPARTMENT 12 1--+--+--------------+--l---+--~--I LIGHTING PLAN FOR: DOVE LIBRARY -CHILDREN'S GARDEN :;;;,Au,uAM~. P~ ,~!.:: c1TY E~~~=~.c RCE 28176 EXPIRES 3 31 06 DATE DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: PROJECT NO. I DRAWING NO. CHKD BY: JPH 425-4 RVWD BY: • ' . • I