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DWG 534-5L; CDP 2020-0043; ADAMS STREET HOMES; 01-16
DRAWING INDEX: SHEET TITLE TITLE SHEET CONSTRUCTION PLAN CONSTRUCTION PLAN CONSTRUCTION DETAILS IRRIGATION PLAN IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION NOTES PLANTING PLAN PLANTING PLAN PLANTING LEGEND PLANTING DETAILS . PLANTING NOTES WATER CONSERVATION PLAN TREE SURVEY PLAN LANDSCAPE IMPROVEMENT PLANS FOR SHEET NUMBER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ADAMS STREET HOMES 37 45 ADAMS STREET CARLSBAD, CALIFORNIA VICINITY MAP CITY OF OCEANSIDE PACIFIC OCEAN LOCATION MAP 78 e> CrTY OF ENCINITAS ~ 0 Vlllage.Kitclien tf1:liogpe ""' ', Catho i ' " " CITY OF VISTA r,f' ~ CITY OF SAN MARCOS L?'T\'v,V, NOTTO SCALE · · pler'lnlno ■ ■ ■ 2725 Jefferson street, sulle 15b carlsbad, ca 92008 phOno: 760,72□,0337 fa:,c: 760.720,9505 EJ<plratlon Date: 4/30/23 DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT 1AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS, I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS O OVAL RELATED TO LANDSCAPING. BY: DATE: 4/8/22 JEF PH N 0: 1760) 720-9337 REGISTRATION NO: 2994 EXPIRATION DATE: 4/30/23 WATER EFFICIENT LANDSCAPE DECLARATION.: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. BY: DATE: 4/8/22 EXPIRATION DATE: 4/30/23 BACKFLOW PREVENTER TESTING: ALL BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE WATER DISTRICT. CALL (760) 438-2722 TO OBTAIN APPROVED CONTRACT BACKFLOW TESTERS. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". DESIGN REVIEW LIMITATIONS: A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTION OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY, INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERTIFICATION OF COMPLETION" FORM. A REQUEST FORA FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" E-MAILTO BP@DUGMOREDESIGNSTUDIO COM LANDSCAPE INSPECTION REQUEST PHONE LINE· [760) 436-7327. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVLSE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. APR 12 2022 CITY 0,° C/~RLSBAD t·, hi'1i lli!G [)\\IISIO'·! r-~-----_ --~--~'-=•=-=-~ -=--,--~---= 1i /1\~Q)PROVEDJ I CONSTRUCTION SET = APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EX~ ___ _ DATE REVIEWED BY: INSPECTOR DATE 1-----t--TA-\----------r---i-------.-----,------.I sH~ETl~c_,_TY_o_F_c_A_R_L_s_s_A_□~~ _ PLANNING DIVISION ~ LANDSCAPE IMPROVEMENT PLANS FOR: ADAMS STREET HOMES 3745 ADAMS STREET, CARLSBAD, CA TITLE SHEET 1---+--+-------------+--+---t---t----J !APPROVED: /.2 £~ . I ~ ~~ ~ !/:lira /z z. l---+---1-----------------+--+---t---t----J ~r.P;::LA;::,N~N~l~N=G-=-=-=..:::;_;;;;;;::-=_::;~:=,:=,:=,:=,:=,~~~~~::=,~:=.:=,:=,:=,=-:::;;::~:::::::~:::;::~· OWN BY: JSS PROJECT NO. DRAWING NO. CHKD BY: JSS LPC2022 • 0001 534-5L RVWD BY: CDP2020 -0043 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PLOT DATE: 4/8/22 2021-07-12_Carlsbad Tille Block_v2021.wix 87.5 TW - 91.71W 87.58W ~ 00.0TO~-~ 87.58":'._ i'---.. -I '-87.51W , 85.5 BW H_,'-----11.r---.. --...; -' 84.0TW 81.5BW r-.------__ j I 84.0TW 81.5 BW 1-+--.ar---.. - -84.01W 81.5 BW t-+-........___ -'-- -I I PROPERTY LINE - I " -84.0TW _ .-.., I I -84.□"fW ~ I 82.0 BW .-.,'-.... I'-- " ~ ltlf I I I I ~ I I \ 31-511 3'-611 ,: " ' -' ..... : " Pl \ ' I I I I i I / / / / , .. J. :A ~,j/ 7~ ,j., I I SHIPPING I I I 5 0Y PROPERTY LINE \ / \ I I V ,,_, n 41..()11 I I ' I PROPERTY LINE= 4 y . lg~ 4'-9" ,\ 9'-5" 12'-8" '-..... L \;.r \ +--'-'--~-"-.-'--'---11'----"'-"---~'-.... 1-i-...ii-"~-.. X ----<-I--X '----''--I. X \ ' . PA 11-T' ' ... I " ...... ', .. ' ' CONSTRUCTION LEGEND DI NUMBER 0 0 0 0 0 0 SYMBOL DESCRIPTION VINYL FENCING, POSTS SET IN GRADE, HEIGHTS TD BE 3'-6" AND 6'-0", SEE PLAN DECORATIVE IRON GATE, MATCH HEIGHT OF ADJACENT FENCING 4' HIGH DECORATIVE IRON FENCING WITH SINGLE GATE VINYL FENCE GATE, MATCH HEIGHT OF THE ADJACENT FENCING. ON-SITE DECORATIVE CONCRETE FLATWORK PRODUCTION CONCRETE WITHIN THE PUBLIC R.O.W., SEE CIVIL DRAWINGS WEAKENED PLANE JOINTS EXPANSION JOINT ALUMINUM EDGING ALONG DECOMPOSED GRANITE PAVING AND LAWN CMU RETAINING WALL, SEE CIVIL DRAWINGS FDR CONSTRUCTION DETAILING, VERTICAL AND HORIZONTAL ,-,:,:c:=::,,...,.=::... ..... CONTROL. THESE DRAWINGS WILL ONLY PROVIDE MATERIALS AND PATTERN SPECIFICATION FOR THESE WALLS PA PLANTED AREA ALIGN WITH 1W TOP OF WALL BW BOTTOM OF WALL TOF TOP OFFENCE FOB FACE OF BUILDING KEY MAP RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST 1WO DAYS BEFORE YOU DIG pl11nnlnil ■ ■ ■ 2725Jefferson street, suite 15b cmrlabcid, ct1 92006 phone: 760,720.9337 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA fax: 760.720,9505 DTL./SHT. REFERENCE F/14 E/14 E/14 F/14 N14 B/14 C/14 G/13 014 ExplraUon Data: 1. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY ERRORS, OMISSIONS DR DISCREPANCIES IN EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TD BEGINNING THE WORK. IMMEDIATE NOTIFICATION WILL BE GIVEN TO THE LANDSCAPE ARCHITECT SHOULD SUCH A CONDITION BE DISCOVERED. 2. CONTRACTOR SHALL VERIFY LOCATION OF AND PROTECT ALL EXISTING UNDERGROUND UTILITIES BEFORE EXCAVATION. (UNDERGROUND SERVICE ALERT 1-800-422-4133). THIS APPLIES TO GENERAL CONTRACTOR AND ALL SUBCONTRACTORS. 3. COORDINATING ALL WORK WITH ALL TRADES SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS INCLUDES, BUT IS NOT LIMITED TO, LAYOUT, SLEEVING,AND CHASE LINES, STEEL REINFORCEMENT, ANCHORING, AND ALL SCHEDULING. 4. ANY AND ALL SUBCONTRACTORS WILL FAMILIARIZE THEMSELVES WITH ALL ASPECTS OF THE CONTRACT DOCUMENTS THAT PERTAIN TO THEM. 5. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARLSBAD. 6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY AND/OR REQUIRED PERMITS AND PAY ALL RELATED FEES AND/OR TAXES REQUIRED TO INSTALL THE WORK ON THESE PLANS. 7. DETERMINATION OF "EQUAL" SUBSTITUTIONS SHALL BE MADE ONLY BY THE LANDSCAPE ARCHITECT. 8. ALL EXISTING CONDITIONS ON THE SITE SHALL BE PROTECTED, ESPECIALLY UTILITIES. CONTRACTOR SHALL RETURN ALL PORTIONS OF THE SITE TO THEIR ORIGINAL CONDITIONS, OR BETTER, WHEREVER THEY HAVE BEEN DISTURBED BY CONSTRUCTION. 9. ALL WALL FOOTINGS SHALL BE PLACED ON 95% COMPACTED IMPORT FILL OR 12" MINIMUM INTO NATIVE GRADE. SEE PROJECT'S GEOTECHNICAL REPORT FORADDITIIONAL INFORMATION. 10. ALL SUBGRADES UNDER FLATWORK SHALL BE COMPACTED TO MINIMUM 95%, SEE PROJECT'S GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. 11. CONCRETE SHALL BE "LARGE ROCK' PUMP MIX 3,500 PSI MINIMUM AT 28 DAYS, SLUMP SHALL NOT EXCEED 4" UNLESS OTHERWISE NOTED. 12. CONCRETE SHALL HAVE 1/8" PER FDOT PITCH MIN., SEE CIVIL PLANS FOR VERTICAL CONTROL INFORMATION. 13. CONCRETE CONTRACTOR SHALL TAKE CARE NOT TO FLOAT EXCESS CEMENT OR WATER INTO ANY DRAINS. WASTE CEMENT, CONCRETE, AND WASTE WATER SHALL BE PROCESSED PER STATE AND LOCAL CODES. 14. EXPANSION JOINT SIZE SHALL BE 112" WIDE AND THROUGH THE ENTIRE PAVEMENT TO SUBGRADE UNLESS OTHERWISE NOTED. 15. ALL WALLS SHALL BE INSTALLED PRIOR TO FLATWORK INSTALLATION. 16. ALL NAILS (BOXED NAILS), SCREWS, BOLTS, NUTS, FASTENERS, CLIPS, AND WASHERS ARE TO BE STAINLESS STEEL. 17. ALL BOLT AND SCREW HOLES SHALL BE PREDRILLED. 18. TOP OF ALL WALLS SHALL REMAIN CONSTANT U.O.N. ON THE PLANS, SEE CIVIL DRAWINGS FOR VERTICAL CONTROL INFORMATION. 19. NO CURING COMPOUNDS SHALL BE USED FOR ANY CONCRETE SUBSTRATES UNDER BRICK, TILE OR STONE VENEER MATERIALS. 20. ALL CONTRACTORS SHALL BE APPROPRIATELY LICENSED AS REQUIRED BY STATE LAW TO PRACTICE THEIR PARTICULAR TRADE. 21. LANDSCAPE ARCHITECT SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE OF ANY ON SITE OBSERVATIONS OR MEETINGS. 22. FOR VERTICAL CONTROL INFORMATION, SEE CIVIL DRAWINGS. FOR ADDITIONAL HORIZONTAL CONTROL INFORMATION, SEE ARCHITECT'S SITE PLAN AND CIVIL DRAWINGS. =··-- APP~lO'V[EDJ CONSTRuc=r~(O~~ SET -,. ,. ---·----,., -·--, _,, .... -.. --• 10 0 5 10 20 Mti~I I __ I - 40 I SCALE: 1"=10'-0" FEET CONTRACTOR'S CONSTRUCTION WORK RESPONSIBILITIES 1. SCOPE OF WORK: THE CONTRACTOR SHALL PROVIDE ALL LABOR MATERIALS, TRANSPORTATION AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. CONFORMANCE: ALL CONSTRUCTION WORK SHALL CONFORM TO APPLICABLE LOCAL, COUNTY AND/OR STATE CODES, REGULATIONS AND RULES. 3. LICENSE: ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR. 4. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE, AND PAY FOR ANY AND ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED. 5. INSURANCE: THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILITY, AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ALL APPLICABLE CODES, REGULATIONS. 6. SITE VERIFICAT.ION: PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY,ATTHE SITE, ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AFFECTING THE INTENDED DESIGN OF THE CONSTRUCTION WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE PROJECT'S JOB SUPERINTENDENT IMMEDIATELY. 7. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION ENCROACHMENT INTO ADJACENT PROPERTY. RIGHT-OF-WAYS, EASEMENTS, SET-BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 8. COORDINATION OF ACTIVITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF HIS ACTIVITIES WITH ALL OTHER TRADES THROUGH THE OWNER OR JOB SUPERINTENDENT. 9. FIELD STAKING: PRIOR TO INSTALLATION, THE CONTRACTOR SHALL LOCATE BY STAKES OR OTHER MEANS, ALL CONSTRUCTION ELEMENTS AS DELINEATED ON THE PLANS FOR APPROVAL BY THE JOB SUPERINTENDENT AND LANDSCAPE ARCHITECT. 10. NOTIFICATION OF DISCREPANCIES: ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTSAND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER OR LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. 11. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ALL UTILITIES, CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED OR UNMARKED, AND SHALL REPAIR DAMAGE IN A MANNERACCEPTABLE TO THE OWNER. 12. EXISTING UTILITIES: CONTRACTOR SHALL VERIFY LOCATION OF AND PROTECT ALL EXISTING UNDERGROUND UTILITIES BEFORE EXCAVATION. (UNDERGROUND SERVICE ALERT 1-800-227-2600). THIS APPLIES TO GENERAL CONTRACTOR AND ALL SUBCONTRACTORS. APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE I SH~ET I LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD LrJ PLANNING DIVISION 6 LANDSCAPE IMPROVEMENT PLANS FOR: ADAMS STREET HOMES 3745ADAMS STREET, CARLSBAD, CA CONSTRUCTION PLAN t----+---+---------------1-------+-----l---l---1 IAP_P_R_ov...,~'-'-: -=--"--'-'-~-'-"--· -+1------- t----+--+------------------11-------+----I---I----I -~PL:,:;:AN~N~IN~G=::::::;;-,;;;==~:;-;:::==~~:;::::;==::::;;:==:=====; DWN BY: JSS PROJECT NO. DRAWING NO. 4/30/23 CHKD BY: JSS LPC2022 -0001 534-5L RVWD BY: CDP2020 -0043 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTI-IER APPROVAL CITY APPROVAL PLOT DATE: 418122 2021-07-12_Cadsbad Tifle Block_v2021.IIWX 66.0TW 65.0BW 90.7-rN 68.0 BW I I I : I :t I I I_ II I I 91. 7 TW t-----il !l I 91.7 BW 91.7-rN 87.5BW 91.7-rN 87.5 BW 88.5 TN 84.58W \ 66.7TW 66.0 BW PROPERlY LINE " (/) CJ \ I sl I I ~ . /,,..,____ //~ \~ / ) ,--- J / 90,7-rN 67.7BW 41-011 4•-011 '\ I~···· ----9-1 ----\~ --C=-- 69.0M 85.0BW -i--· SD I """' 91.7 TW 88.9 BW / 90.7TW 88.5 BW ,,I / / / ., •... ,, PA I .. • .. ,.,,,,. . J i I PROPERlY LINE 91.0 TW 91.0 BW '1' ! •\ I \ I I I I . \., I I I • • •• I •• \ \ \ \ I w G) I I G) / G) • G), • G) • I • PA t--.,----------G)----+---t-, \ 6 • _.-,if~:\. •ll-\~.-c-i I 90.5TW 90.0BW • • G) w \ CONSTRUCTION LEGEND NUMBER SYMBOL 0 0 -----EJ PA TW BW TOF FOB DESCRIPTION VINYL FENCING, POSTS SET IN GRADE, HEIGHTS TO BE 3'-6" AND 6'.Q", SEE PLAN DECORATIVE IRON GATE, MATCH HEIGHT OF ADJACENT FENCING 4' HIGH DECORATIVE IRON FENCING WITH SINGLE GATE VINYL FENCE GATE, MATCH HEIGHT OF THE ADJACENT FENCING. ON-SITE DECORATIVE CONCRETE FLATWORK PRODUCTION CONCRETE WITHIN THE PUBLIC R.O.W., SEE CIVIL DRAWINGS WEAKENED PLANE JOINTS EXPANSION JOINT ALUMINUM EDGING ALONG DECOMPOSED GRANITE PAVING AND LAWN CMU RETAINING WALL, SEE CIVIL DRAWINGS FOR CONSTRUCTION DETAILING, VERTICAL AND HORIZONTAL CONTROL. THESE DRAWINGS WILL ONLY PROVIDE MATERIALS AND PATTERN SPECIFICATION FOR THESE WALLS PLANTED AREA ALIGN WITH TOP OF WAU. BOTTOM OF WALL TOP OFFENCE FACE OF BUILDING DTL./SHT. REFERENCE F/14 E/14 E/14 F/14 A/14 B/14 C/14 G/13 D/4 KEY MAP DI RT APPROVED COi\JJSl=IRJUC~]=~()~,~ §lEl= DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 10 0 ~ SCALE: 1"=10'-0" 5 10 20 40 I I i I FEET I SH~ET I APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD m PLANNING DIVISION 6 LANDSCAPE IMPROVEMENT PLANS FOR: ADAMS STREET HOMES 3745ADAMS STREET, CARLSBAD, CA CONSTRUCTION PLAN plari11lng · ■ ■ ■ I APPRovEo Au II~ ,f./,s/zz. t====j=====1===============================;====~====~====~~===~ ~P=:LAN:::N:=IN::::G:::===;:;;;:::=;--;:==~=~~~~=:::::;;~;;;:~~ OWN BY: JSS PROJECT NO. DRAWING NO. 2725 Jeffarsort street, sulle 15b carlsbad, ca 02008 phana: 760,720.9337 fax: 760.720.9505 Expiration Data: 4/30/23 DATE INITIAL REVISION DESCRIPTION DESIGNER OF WORK CHKDBY: JSS LPC2022-0001 534-5L RVWD BY: CDP2020 -0043 DATE INITIAL DATE INITIAL OTHER APPROVAL CllY APPROVAL PLOT DATE: 4/8122 2021-07-12_Carlsbad litie Block_ v2021. vwx Q] FINISH GRADE 0 1/2" RADIUS r.1 #3 REBAR@ 18 O.C. BOTH WAYS. L.:.J SET ON CONC. CHAIRS. ~ NATIVE SOIL SUBGRADE, COMPACT l..:J PER GEOTECHNICAL REPORT. ~ CONCRETE SLAB ~ DEEPENED EDGE r:;-J #3 NOSE BAR ALONG l:J ENTIRE PERIMETER ~ CLASS II BASE MATERIAL. COMPACT WITH FLAT PLATE VIBRATOR TO A MIN. OF 90%, DEPTH TO BE 4". 8:j MEDIUM BROOM FINISH 12 2 3 5 z ~ ,q, ~ ~~ ~ . z I • . ,i; fn ~ .. lli Cl I< . W Cl . . 0. • ' fil C: ,. "' ·•: 0 a. • . 1o <X) . • .. ... · . . . ~ . . . · .. . . "' . . . . . . . . 3"CLR. 6" 4" 8 NOTES: 1. CONCRETE COLOR TO BE NATURAL GRAY 2. SEE DETAILS ffi & ffi FOR CONTROL AND EXPANSION JOINTS 3. FINISH TO BE MEDIUM BROOM P.I.P. ACID ETCHED FLATWORK -Section NOTTO SCALE 11 10 48'' 81~" MAX _,.__ Fr~=n=irrnFiFiFnFiFn7FTT7Frr"l'1=iFr----[j] 1-11-i-----2 1()' I GATE· SECTION/ ELEVATION FENCING • SECTION I ELEVATION NOTES: 1. CONCRETE USED FOR THE POST FOOTINGS TO BE 3000 PSI AT 28 DAYS. 2. ALL TUBULAR STEEL POSTS, RAILS AND PICKETS SHALL BE FLUSH, AND FREE OF ALL DENTS, SPURS, AND SHARP EDGES AND INSTALLED LEVEL, PLUMB, AND SQUARE. 3. PROVIDE CONTINUOUS WELDS ALONG EDGES OF FENCE MEMBERS, GRIND SMOOTH ALL WELDS, 4. ALL METAL FENCING TO BE HOT DIP GALVANIZED AND RECEIVE ONE (1) COAT OF METAL PRIMER AND TWO (2) COATS OF SEMI GLOSS METAL GRADE ENAMEL PAINT. COLOR TO BE BLACK TUBULAR STEEL FENCING -Section/ Elevation NOTTO SCALE 9 [JJ [TI [I] 0 IT] [I] 0 IT] IT] ~ @] 3 4 4 • ···. 'y . . \;, ' ·4 : : • .. . : • <J • • <I . ti". •,• ti' • :.. ,._.· • • . . ..., .. .. ....,. . • <JV.• , ,I> V ' ._ ', '0 I> • • ' ' • •••• • ..-1 , • , • •, • a .' A • • • 0 • • ' A . •, V ,A • •44 • • • •.t.....l ·• •. !? ;.-4'•.,. •, ... ..:O• ~·. • • •••• ,:;"'-..l •.11 ::--...1 • . ,.. . . . . ·, . \? : .. i"", '• • ,. " • V . . . . . WEAKENED PLANE JOINT TOOLED -Section NOTTO SCALE 1" X 16 GA. SQ. TUBING TOP AND BOTTOM RAILS 2" X 16 GA. SQ. TUBING POSTS, EXTEND AMIN. OF 1" BEYOND CONCRETE FOOTING 5/8" X 1B GA. SQ. TUBING PICKETS 3 7/8" INSIDE DIMENSION, MAX. 11/2" X 16 GA. SQ. TUBING GATE FRAME NATIVE UNDISTURBED SUBGRADE FINISH GRADE 1 O" DIA. CONCRETE FOOTING 3/4" CRUSHED GRAVEL SUMP 2" DOME CAP GATE END TO HAVE A NYLON CAP 1 11/2" ~ SELF CLOSING AND SELF LATCHING L'=J GATE HARDWARE @] PITCH TOP OF CONCRETE FOOTING AWAY FROM METAL POST AMIN. OF 1/4"/1' w [2] FINISH SURFACE izl 3/8" WIDE TOOLED CONTROL JOINT, l.:J DEPTH TO BE 1/4 OF TOTAL SLAB DEPTH. 0 1/4" RADIUS 50 1/2' L 1 1" . II •------, 5 ; ))I ' ' GATE • SECTION/ ELEVATION SOLID MOLDED PANEL FENCING NOTTO SCALE [2] REBAR SEE DETAILS ffi r:;l POLYETHYLENE BACKER ROD, l.:J 518" DIA r:;-J CAULKING TO BE SIKAFLEX BY SIKA, L.::'J COLOR TO MATCH CONCRETE. INSTALL PER MANUFACTURER SPECS. JOINT TO BE 1/2" WIDE AND 1/2" DEEP. SPRINKLE #30 GRIT SILICA SAND ATOP AT THE TIME OF INSTALLATION . 1 0 FINISH SURFACE r;;, 2'--0" LONG #3 SMOOTH DOWEL L.::'J SET@ 18" 0.C .. 3 Q 1/2" POLYETHYLENE ~ EXPANSION JOINT, LOCATE PER PLAN. 4 5 ' . . : • • • ., 'I,,•. • • • .. • • I> • . . . . " . . ..• ·. ~ v' . . · ... . . . . . . . . . I , , h • • V SECTION/ ELEVATION [JJ [I] [I] BXBX16 SPLIT FACE BLOCK, COLOR TO BE GRAY LW, TEXTURETOBESPLITFACE ONALL EXPOSED SURFACES, PATTERN TO BE RUNNING BOND. MANUFACTURER IS ORCO BLOCKAND HARDSCAPE. BX2X16 CAP, COLOR TO BE NATURAL GRAY LW, TEXTURE TO BE SHOT BLAST, MANUFACTURER IS ORCO BLOCK AND HARD SCAPE. INSTALL WITH 1/2' TOOLED CONCAVE MORTAR JOINT ON THE FRONT SIDE AND FLUSH ON THE BACKSIDE. MORTAR COLOR TO MATCH BLOCK. CONCRETE FOOTING, REINFORCING, WATERPROOFING, DRAINAGE, AND GENERAL CONSTRUCTION OF ALL SITE RETAINING WALLS PER CIVIL PLANS . FINISH GRADE NOTE: 1. THIS DETAIL IS ONLY TO BE USED FOR COSMETIC DETAILING ONLY PLEASE REFER TO THE CIVIL DRAWINGS FOR CONSTRUCTION DETAILING STANDARDS. 2. TWO UNITS OF BLOCKAND TWO UNITS OF CAP ARE TO BE OBTAINED BY THE CONTRACTOR AND DELIVERED TO THE SITE FOR REVIEW ANO FINAL APPROVAL BY THE LAND. ARCH. OR THE OWNER'S REPRESENTATIVE PRIOR TO MATERIAL BEING DELIVERED TO THE SITE. EXPANSION JOINT -Section SPLIT FACE CMU RETAINING WALL -Elevation NOTTO SCALE 6'-0" O.C.MAX. 1 [JJ [TI IT] [D [I] CAP 5"X5" POST SOLID FENCE OR GATE PANEL FINISH GRADE CONCRETE FOOTING, SPEC. TO BE 2000 PSI CONCRETE @2B DAYS io7 MANUFACTURER'S HEAVY DUTY L!J STANDARD HARDWARE PACKAGE Scale: 1/211 = 1'-0" :(I 70.25" 1,, ·) ii t: -~STTIIIF:i:iFE~NiFIERRILFENCNGTTTHH -4~) / 11 f ;J-------l 5 ,1 . l FENCING • SECTION/ ELEVATION NOTES: 1, ALLASPECTS OF THE INSTALLATION ARE TO BE COMPLETED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 2. FENCING SYSTEM MANUFACTURER IS CERTAINTEED CORPORATION, FENCING SYSTEM MODEL TO BE SHERWOOD. 3. COLOR TO BE NANTUCKET GRAY === 111 PP~OVfE!"j) j""~· \. ~ . 1_[J ,coNSTRUCTION . -.. _. =-'-"" ,, '·--' ... , ,., __ ,,... - I /1\ aNOSCAo~ ~·~· --t,; "'-i' ':A,\ 5d -i: i ~ '-I [~;°tul0 * 0-23 * .ye~ewalllatc \ A.<LOO , . · .;-.· :urt:la · · planilllig · ■ ■ ■ u'I Date / ~ <li' ...,...&t 'toFcALI< DATE INITIAL DATE INITIAL DATE REVISION DESCRIPTION APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP. DATE SET REVIEWED BY: INSPECTOR DATE m I SH!ET I CITY OF CARLSBAD PLANNING DIVISION 6 LANDSCAPE IMPROVEMENT PLANS FOR: ADAMS STREET HOMES 3745 ADAMS STREET, CARLSBAD, CA CONSTRUCTION DETAILS APPROVED: A ,,,,1,. , .J 1:ht.Lu.. .... _·n L · .. PLANNING I) OWN BY: JSS PROJECT NO. DRAWING NO, INITIAL CHKDBY: JSS LPC2022-0001 534-5L 2725 jetrarson Btreel, aulle 15b carlsbed, ce 92008 prlone: 760.720.9337 Expiratioo Dale: i/:lQ/23 DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWDBY: CDP2020 • 0043 fax: 760,720.9505 PLOT DATE: 4/8/22 2021-07-12_Carlsbad TIHe Block_v2021.vwx I / PROPERTY LINE "' --tall!!IIIIP•---• •--• •-•• •--• •---•.---•---•"'x""-~--i--+i~~~x!'!"'l_•_~_-_._"""'!'!•_~~~~~•x --11111!11~ I 4 1'1-11t~3/4 3/4 I 4 3/4 4, 4 ! I I I 3/4 I 4 ·r--3/4 ',,_ --•-•- 3/4 3/4 3/4 3/4 4 3/4 4 CONTROLLER '□'WIRELESS IRRIGATION WEATHER SENSOR 01:VICE TO BE INSTALLED ALONG TOP EDGE OF FENCE WHERE INDICATED. SENSOR TO BE FULLY EXPOSED TO OPEN SKY AND BEYOND TliE PROJECTION OF ANY SHADE. .88 1.68 ' 1" '1.09 11/4" I ' 4 4 3,01 3/4 4 4 3/4 J I I I I I I I I I I I I I I I I I I I I l I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I~ I I I I I I 1.....-(" I I 1...-f I I I I I I I I I I I I I I I I I I I I '''ti'',.,..,. r,-r I I ,,..-I I I I I I I I I \ : -14aaJ314---,-, 3/4 1 31 \ \ I / ' ' ' ■ ·-"' ":,-3/4 ' ' ' ' 1 ' ' ' ' I WORST HYDRAULIC CONDITION CALCULATION Remote Control Valve: C-3 Maximum GPM Demand: 9.37 POC/Water Meter: 1" Available Pressure Static: 73 HGL NA Elevation of Meter: 92. 75' Elevation of Valve: 87.50' MAINLINENALVES: 185' L.F. of Service Line 1" 1" Water Meter 1" Backflow Device Filter -=1 •~• -Master Valve ___ Flow Meter Pressure Regulator -,1""114"""-Gate/Ball Valve 1 BO' L.F. of Mainline 1114" 3/4" Control Valve ___ Misc. Fitting Loss ( 10%) Subtotal MainlineNalve PSI Loss: LATERAL LINES: -~9~• _ L.F. of 3/4" Lateral @ 8' L.F. of 3/4" Lateral @ ==::::5::::• = L.F. of 3/4" Lateral@ --cs~•_ L.F. of 314" Lateral @ 10' L.F. of 314" Lateral@ 37' L.F. of 3/4" Lateral @ Loss Thru Fittings (10%) Subtotal Lateral Line PSI Loss: Total Elevation Change Loss or Gain (psi) Subtotal System PSI Loss: TOTAL PRESSURE AVAILABLE: SUBTOTAL SYSTEM LOSS: PRESSURE REQUIRED AT HEAD: TOTAL PRESSURE LOSSES: RESIDUAL WATER PRESSURE: BOOSTED PRESSURE: BOOSTED RESIDUAL: GPM LOSS 9.37 = 5.92 9.37 = 0 9.37 = ~11~.o=o- = 9.37 = 3.00 = = 9.37 = _"".o,,,3_ 9.37 = 1.13 9.37 = 2.00 = 2.30 25.38 .49 = .003 1.27 = .011 2.20 = .011 3.76 = -~·O,..c4_ 4.69 = -~· 1=0_ 9.37 = 1.40 24.85 40.00 .15 1.74 5.25' 2.27 G 24.85 73 64.85 8.15 NA NA IRRIGATION HEAD LEGEND NOZZLE ARC & SPECIALTY NOZZLES GALLONS PER MINUTE 360" 270"·210" 210"·90" 45" ADJ. LCS RCS SS DRIP MANUFACTURER DESCRIPTION MODELNO. RAD PSI IPH 360" 210·.210· 210· 180" 90" 45" DETAIL i--=~+==~~-f-'=~~t-'~t-"=-t-'=-t-'=c.+=+--='-f ~====,-----===='-----t----~===-----+~=-+~'-l t---t----,.----,---,.--,.--,.---- G) @) [I] [ID [ID ® ® (J) @ HUNTER 12" POP-UP MP ROTATOR PROS-12-PRS30-CV-MP800SR-90/180/210/360 HUNTER 12" POP-UP MP ROTATOR PROS-12-PRS40-CV-MP800SR-90/180/210/360 HUNTER 6" POP-UP MP ROTATOR PROS-06-PRS40-CV-MP800SR-90/180/210/360 HUNTER 6" POP-UP MP ROTATOR HUNTER HUNTER 12" POP-UP MP ROTATOR PROS-12-PRS40-CV-MP1000-90/180/210/270/360 HUNTER 12" POP-UP MP ROTATOR PROS-12-PRS40-CV-MP2000-90/180/210/270/360 EE HUNTER 12' POP-UP MP ROTATOR PROS-12-PRS40-CV-MPLC515 EB:3 HUNTER 12' POP-UP MP ROTATOR PROS-12-PRS40-CV-MPRC515 HUNTER 12' POP-UP MP ROTATOR PROS-12-PRS40-CV-MPSS530 TECHLINE CVXR NETAFIM 60" DIA. DRIP RING TLHCVX5-12XX TECHLINE IRRIGATION EQUIPMENT LEGEND SYMBOL MANUFACTURER ~ HUNTER HUNTER HUNTER SPEARS SEE CIVIL DRAWINGS ANY ANY ® NETAFIM ® NETAFIM NETAFIM NETAFIM NETAFIM POC SEE CIVIL DRAWINGS HUNTER DESCRIPTION 12 STATION IRRIGATION CONTROLLER W/ INTERIOR RATED WALL MOUNT PLASTIC ENCLOSURE ANTI SIPHON REMOTE CONTROL VALVE 3/4" MASTER REMOTE CONTROL VALVE 1" MANIFOLD TRUE UNION BALL VALVE PROPOSED REDUCED PRESSURE BACKFLOW, SEE CIVIL DRAWINGS LATERAL LINE, TYPE 1120 PVC PIPE, CLASS 200 IRRIGATION MAINLINE PIPE PVC SCH. 40 3/4"-11/2" PVC CLASS 315 2'+ 120 MESH DISC FILTER WNALVE PRESSURE REGULATOR VALVE MANUAL FLUSH VALVE OPERATION DETECTION FLAG BLANK TECHLINE TUBING POINT OF CONNECTION NEW PROPOSED WATER METERS, SEE CIVIL DRAWINGS WIRELESS WEATHER SENSING DEVICE MODEL NO. IC-600PL WITH 1 ICM-600 MODULE PGV-075-ASV ICV-101G TU 2000/3629 SEE CIVIL DRAWINGS DFXXX-120 WRPRl-40 TLSOV 1 0-F-01 TLRW SEE CIVIL DRAWINGS WSS-SEN ( INCHES/HR) 8'0" 30 1.04 0.66 0.35 0.33 0.17 101011 40 0.96 0.78 0.43 0.42 0.23 101011 40 0.96 0.78 0.43 0.42 0.23 15'011 40 0.97 1.87 1.40 1.10 0.93 0.49 15'011 40 0.97 1.87 1.40 1.10 0.93 0.49 14'011 40 0.48 0.84 0.63 0.49 0.42 0.21 19'0" 40 0.48 1.48 1.10 0.86 0.77 0.43 5'X15' 40 0.22 5'X15' 40 0.22 5'X3()' 40 0.44 40 0.53 REMARKS CONTRACTOR TO INSTALL PER MANUFACTUER'S SPECIFICATIONS. MATCH MAINLINE SIZE AT CONTROL VALVE MANIFOLD FEED. INSTALLED BY OTHERS SEE CIVIL DRAWINGS SEE DRAWINGS FOR PIPE SIZING SEE DRAWINGS FOR PIPE SIZING SEE VALVE CALLOUT FOR SIZE SPECIFICATION INSTALLED BY OTHERS SEE CIVIL DRAWINGS P/8 P/8 P/8 P/8 P/8 P/8 P/8 P/8 P/8 P/8 U8 DETAIL A 8/7 C,D/7 K/8 K,O18 E D/7 H 1/7 H 1/7 F/7 F/7 J/7 N/8 M/8 4 '34· 111 •' -3/4:' ' KEY MAP MOUNT SENSOR ON TOP EDGE OF BLOCK WALL. CONTRACTOR TO INSTALL PER MANUFACTUER'S SPECIFICATIONS 8/7 I I 4 4 3/4Kl1EYI'--'---' 3/4R111'fl--+'1H!'l'-I---' 4 4 4 4 3/4 4 3/4 4 3/4 RS 3/4 3/4 I I \ \ 11/4'" 4 t 4 4 3/4 1------14 4 CONTROLLER 'C' WIRELESS IRRIGATION WEATHER SENSOR DEVICE TO BE INSTALLED ALONG TOP EDGE OF FENCE WHERE INDICATED. SENSOR TO BE FULLY EXPOSED TO OPEN SKY AND BEYOND THE PROJECTION OF ANY SHADE. ' '' "' ' ------ 4 4 --- 4 4 3/4 4 3/4 IRRIGATION CONTROLLER 'C' TO BE MOUNTED ON FACE OF INTERIOR WALL. MOUNT CONTROLLER BOX AT EYE LEVEL. PROVIDE GROUNDED 110 VAC POWER SOURCE. ' ' ' ' ' ' ' ' ' ' : ' ;3/4 , , ' ' 3/4 3/4 3/4 3/4 \ 7 \ I -,.,,,:,.,,.--3/4 \ \ 3t4 \ \ \ J-'ll't-~,.._ 3/4 6 fd-d~~ 3/4 3/4 ' " ' ' I: ' ' PROPERTY LINE 10 0 5 ~~I SCALE: 1"=10'-0" 10 20 I_I ' . , I ,· :I , I , I ,. : , I ' J {. -='; ""::", s ' ·,lcoj ·lt·',11/:=ff:/lJ , II <c I I' '-. I I 40 I FEET ExplraUon Data: 4130/23 DI RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA pla11i11n·g • ■ ■ ■ 2725 Jefferson street, au lie 15b carlsl:Jed, CB 9200B phons: 7B0.720.9337 fa,c: 760,720,9505 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP.-----DATE REVIEWED BY: INSPECTOR DATE l---+--+------------+--+--i----t----11 sH~ETl~c_1_T_Y_o_F_c_A_R_L_s_s_A_o~~ _ PLANNING DIVISION ~ LANDSCAPE IMPROVEMENT PLANS FOR: ADAMS STREET HOMES 3745 ADAMS STREET, CARLSBAD, CA IRRIGATION PLAN 1----11----+----------------t----t----t---l----J I APPROVE~ If~ 1----+----+-------------------+---+---+-----t---t ~~· PL~A:::N:::N~IN:::G::::===:;;;==-,:::;-;:,.=--=--=--=--=~..;;~.;:;.,;;~cc=::~~--=--=--=--=_:;;==::;::::::::::::;:::::= OWN BY: JSS PROJECT NO. DRAWING NO. CHKD BY: JSS LPC2022 • 0001 534.Jil RVWD BY: CDP2020-0043 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PLOT DATE: 4/8/22 2021-07-12_Carlsbad lltle Block_v2021. vwx ' ' ' ' " ' ' ' I! • ' ' ' 1 ' 1: ' ' ' ' ' ' 1 ' ' I :I,,[ ' ' ' ' ' ' I I ' I ' ' ' I ' ' ' ' ' _, I I ' ' ' ' ' I ' 'I' ' I 1 I --, I ' ...... , I' (La ' ' ' I ., ' • I ::-:i ' .... -- i i X CON1ROLLER 'B' WIRELESS IRRIGATION WEATI-IER SENSOR DEVICE TO BE INSTALLED ALONG TOP EDGE OF FENCE WHERE INDICATED. SENSOR TO BE FULLY EXPOSED TO OPEN SKY AND L'=:=::!J.511,:_~x_g_~D-T-H"'E-PR·O-JE·C-Tl""ON_O_F""A-NY .... 1 r=-~ ; 1 3/4 IRRIGATION CONTROLLER 'A' TO BE ~ f MOUNTED ON FACE OF INTERIOR 1 c.,/" WALL. MOUNT CONTROLLER BOX ( \ I / O.,Q_..,...... AT EYE LEVEL. PROVIDE _\ r /V GROUNDED 110 VAC POWER .,,Jof::J 3/4 ~lcb I 3/4 SOURCE. 3/4 7 CJ) CJ ~ ttll ............... :r t --.. 1 U) -i ~ ~®' ~ I 4 I ,1 r1-o Wi, ~ w i3'4 'm--+--1---Is \ IRRIGATION MAINLINE, LATERAL LINES, AND / HARDWARE ARE SHOWN OUTSIDE OF PROPERTY I / ) LIMITSFORGRAPHICCLARITYONLY. INALLCASES _i_ -.,,,-~'cl THE PIPING AND HARDWARE ARE TO BE INSTALLED I -,.....+-tt~+--WITHIN THE PROJECT'S PROPERTY LIMITS. SEE "' '-DETAILS AND NOTES FOR ADDITIONAL DIRECTION uJ r --., REGARDING THE INSTALLATION OF THESE S, MATERIALS. -~ ~ '\,_ ~ ...J _...---.::e:~ :c 01 ~I :iii it 1 7 so -8-B_l - ~ I J I 7 7 so 11/4" --....... ----- I I ' 1.40 7 w .............. I I IRRIGATION CONTROLLER 'A' TO BE MOUNTED ON FACE OF INTERIOR WALL. MOUNT CONTROLLER BOX AT EYE LEVEL. PROVIDE GROUNDED 110 VAC POWER SOURCE. 3/4" I I 1 I 3/4 I ....___,_ __/ CJ) CJ \ 3.52 .90 1" 3/4" 1 1" .72 3/411 I ___ {_ ____ _ ------------------- 3/4i;:' ~,hi I 3/4 \ \ \ \ I PROPERTY LINE I 3/4 I - /r 314 ~---------- , , , , -+-I I I I I I I I I I I I I I I I I I I I I I I I -w <P -----------_r-------•••••...-...: ••1 : I ••••••••-SC• ••• ••••••••-••• I I ---------------------------~ : • 11 • ----_... L [:=--=~! 11 ' ' ' I I I ' ' ' ! I I I II ~II ' ' ' ' ' I I ,,y11 ! l I I ! l I I I I I I !/! I I I I I I ! I I I .._-1-J,..,I I I I '-II I l I I Ii I 3/41 I I I I 3/4 1 1 1 ------------J I ------~ -----l CJ) CJ 1 I ' 1 ' I I I I 1 I 1 1 : : ;lJ' ------------------------·.....=------ I I -----r------ 1 I I • I ' I . : ' ' ' ' I ' I ' ' ' ' I I Ii'' ' I I II ~ : ~ ~ : !11 I I I I I I ' ' ' ' ' ~ '\ G) G) I I POC · 'B' I I I \ \ ) j \ w (-1--f-+-- G) /, • G) G), w I ' w I i I PROPERTY LINE m ---I w I -~ I I I I I I t--,··..--1 ---+-G)---+-t-, \ I I I I I • 3/4 '---H---i p oc . I A I \ G) \ G) \ I )_-I - 10 0 5 10 20 ~ I I I SCALE: 1"=101-0" POC 'B', 1" POTABLE WATER METER AND SERVICE LINE, STATIC WATER PRESSURE IS 73 PSI, MAX. GPM FLOW DEMAND IS4.43AND STREET STATION NUMBER IS STA. 5+65.02-8.89' RT POC 'D', 1" POTABLE WATER METER AND SERVICE LINE, STATIC WATER PRESSURE IS 73 PSI, MAX. GPM FLOW DEMAND IS 5.51 AND STREET STATION NUMBER IS STA. 5+24.08--8.98' RT POC 'C', 1' POTABLE WATER METER AND SERVICE LINE, STATIC WATER PRESSURE IS 73 PSI, MAX. GPM FLOW DEMAND IS 9.37 AND STREET STATION NUMBER IS STA. 4+96.07-9.04' RT POC 'A', 1" POTABLE WATER METERAND SERVICE LINE, STATIC WATER PRESSURE IS 73 PSI, MAX. GPM FLOW DEMAND IS 7.29AND STREET STATION NUMBER IS STA. 4+54.94-9.1' RT 40 I FEET ExplraltCfl Dale: 4(30/23 NOTES: 1. THIS IRRIGATION DESIGN IS BASED UPON A MINIMUM OPERATING PRESSURE OF 78 PSI WITH A MAXIMUM DEMAND OF ~ GPM AT THE POINT OF CONNECTION. 2. AVAILABLE CITY STATIC WATER PRESSURE IS 73 PSI. 3. THIS PROJECT IS LOCATED WITHIN THE JURISDICTION OF THE CARLSBAD MUNICIPAL WATER DISTRICT, PH. 760-438-2722. 4. ALL END LINE OR UNMARKED LATERAL LINE PIPE SIZE SHALL BE 314" SCH 200 PVC, UNLESS OTHERWISE NOTED, NO 112" PIPE IS TO BE USED. 5. TYPICALFORALLDRIP IRRIGATION TUBING, LINE SPACING FOR SHRUB BEDS TOBE 14" O.C.AND 12" FOR TURF. DRIP PER SPACING TO BE 12" INALL CONDITIONS. 6. CONTACT MR. BILL MILLWARD WITH NETAFIM USA REGARDING THE INSTALLATION OF ALL NETAFIM HARDWARE, OR TO SETUP A PRECONSTRUCTION MEETING, PH: (951) 287-4630. 7. DEEP WATERING TREE RING CIRCUITS SHALL NOT BE CONNECTED TO SHRUB DRIP CIRCUITS, IN MOSTINSTANCES SOME TREE CIRCUITS ARE GRAPHICALLY SHOWN OUTSIDE OF PLANTER BEDS FOR GRAPHIC CLARITY ONLY. 8. ALL MAINLINE AND LATERAL LINE PIPE LOCATED BELOW PAVED SURFACES ARE TO BE PLACED WITHIN ASCH. 40 PVC PIPE THAT IS 2X THE SIZE OF THE PIPE IT IS CARRYING. 9. MAINLINE PIPE SHOWN OUTSIDE OF THE PROPERTY LIMITS IS FOR GRAPHIC CLARITY ONLY,ACTUAL MAINLINE PIPE LOCATION IS TO BE WITHIN BE WITHIN THE PROPERTY LIMITS IN ALL CASES/ VALVE CALLOUT LEGEND ~---STATION I.D. DESIGNATION ~ DRIP CIRCUIT REGULATOR SIZE --+~"'-11..-;cc,.;;;;t-=s.sc.,--o-GALLONS PER MINUTE , 3~ -........__,___ DRIP CIRCUIT FILTER SIZE ~--CONTROL VALVE SIZE KEY MAP APPROVED 1CO[~STRJJCT~Oi\~ s;ET ' APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA . DI RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA >:::':'\•,,•>'',/?'"",',',-"'',"'!'';'-:.:::'•" t:::1~~dl'~'a'P'e i~c~r,eciU''., ' ' . ufball_ daSfgri : '' - plsilnlrig ■ ■ ■ 2725 Jeffenicn street, suite 15b carlabad, ca 92006 phone: 760.720.9337 fax: 760.720.9505 "AS BUILT" RCE __ _ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE l----lf----+--------------+---+--+----11 sH~ETI. _c_1T_Y_o_F_c_A_R_L_s_B_A_D~~ _ PLANNING DIVISION ~ DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL DESIGN,R OF WORK OTH,R APPROVAL CIT/ APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DWN BY: CHKDBY: RVWDBY: ADAMS STREET HOMES JSS JSS 3745 ADAMS STREET, CARLSBAD, CA IRRIGATION PLAN PROJECT NO. LPC2022 -0001 CDP2020 -0043 PLOT DATE: 4/8/22 DRAWING NO. 534-5L 2021-07-12_Calsbad TIUe Block_v2021. 'IWX CD CD G) 0 0 IRRIGATION CONTROLLER NOTTO SCALE Q] PVC BALL VALVE 0 INTEGRAL UNION (TYP.) iol 1 O" CIRCULAR PLASTIC VALVE BOX W/ L:'..J BOLT DOWN COVER, GREEN COLOR. USE STAINLESS STEEL BOLT AND WASHER. HEAT BRAND BV ONTO LID COVER. 0 PVC MAINLINE [TYP.) 8 10 fsl BRICK OR CONG. SUPPORTS L:'..J ALLAROUND 0 PVC MALE ADAPTER (lYP.) 0 TURF 0 FINISH GRADE IRRIGATION CONTROLLER (I-CORE) PER PLAN IRRIGATION CONTROLLER WIRES PlACED IN CONDUIT, SIZE AND TYPE PER LOCAL CODES PLUG AND PIGTAIL POWER CONNECTION MOUNT CONTROLLER TO WALL STUD AS REQUIRED NOTE: 1. MOUNT CONTROLLER'S LCD SCREEN AT EYE LEVEL 0 COMPACTED SUBGRADE ~ 2" IN G.C. FLUSH IN LAWN G SEE DETAILl/7 @] 1 CU. FT. PEA GRAVEL (MIN.) ~ SOIL FILTER FABRIC rgi @~lf""lii["" 111-1 1111 Ill; 1111 ;;;; 1,111111 ~--IIIIIIIIIIIIIIUIIIII! 1111 1111 I'll / -1111 1111 1 1111 11 111i 111 111i 111 1111 111 _,...-';:=_:.,-,_ / II llll 1111 1111 111 lllli = -II II= =Ills . , .,, -I, = =II=.- .. ,, . ,,_ .,, ='~nr!!!!lTif!n!1i;1111"' . '"' ""-==;II' 13 ®i....P ... v..,c_B ... A;;,;,LL_VA_L.:_V"-"E"'------------------ NOTTOSCALE ~ PVC NON PRESSURE LATERAL LINE, PLACE WITHIN SCH. 40 PVC CONDUIT WHEN LOCATED UNDER PAVED 0 SURFACES 0 PVC PRESSURE PIPE, PLACE WITHIN SCH. 40 PVC CONDUIT WHEN LOCATED UNDER PAVED SURFACES 0 0 @] CONTROL WIRE BUNDLE. USE THHN/THWN (THINNER JACKET). PLACE IRRIGATION CONTROL WIRE WITHIN COMMON MAINLINE TRENCH AND TAPE TO BOTTOM OF MAINLINE PIPE WITH PVC TAPE EVERY 10' O.C. VARIES PIPE ZONE BEDDING 0 FINISH GRADE BACKFILL, BACKFILL TO BE SAND. UNDISTURBED SOIL 0 SEE NOTES BELOW FOR DEPTH NATIVE SOIL BACKFILL, COMPACT PER IRRIGATION 0 CHRISTYS 3" WIDE POTABLE WATER MARKING TAPE, NOTES MODEL# TA-DT-3-BPW. TOP OF MARKER TO BE LOCATED 12" BELOW GRADE IN LANDSCAPECONDITION AND 6" MAX.BELOW PAVED SURFACES. NOTES: • TRENCH UNDER LANDSCAPE AREAS: MAINLINE: 18" NON-PRESSURE LINE: 12" 4~===-.....:.i~t11·~--,;_.~--;::.~;:~:: .. E-:-~.I.~~.,;~i·t • fl.•: t • ... ~: I lG' '·!i' -~ .. l · •I;' '. ~. , ·.•_f .. 1-:;~-. ,,,;,·,;. • TRENCH UNDER PEDESTRIAN PAVING MAINLINE, 18" NON-PRESSURE LINE: 1 B" • TRENCH UNDER VEHICULAR PAVING MAINLINE: 36" •• ••' • ,.. ,._,.~ ,·l . ;. •, '. ~ ~-------•--: 111 ~ 111- 0 TRENCH WITH PIPE & WIRES NOTTO SCALE . ' ' NON-PRESSURE LINE: 36" i.---UP TO BOO' AWAY--, -cD 5 ID\e Yl,'EATHER SENSOR V NOTTO SCALE l2:] TECHLINE DISC FILTER 0 PVC SCH. 80 UNION (Txl) @] PVC MAINLINE (lYP.) r:;7 PLASTIC RECTANGULAR VALVE BOX l.:'.J W/ BOLT DOWN COVER, COLOR TO BE GREEN. USE STAINLESS STEEL BOLT AND WASHER. HEAT BRAND DRIP ONTO LID COVER. 11 3 -0 CD MODEL: WIRELESS SOlAR SYNC SENSOR, MOUNT UP TO BOO' FROM RECEIVER r,,'\ INSTALL ON FACE OF SITE WALL OR FENCE, MIN. "!:..I HEIGHT ABOVE GRADE ISTO BE 12'. MOUNT IN LOCATION WHERE SENSOR CAN RECEIVE FULL SUN, IS OPEN TO RAINFALLAND OUT OF SPRINKLER SPRAY PATTERN @ HUNTER I-CORE CONTROLLER 0 VALVE CONTROL WIRE CONDUIT ® POWER SOURCE 0 3/4" PEA GRAVEL SUMP ~ PVC FEMALE ADAPTER ,el BRICK SUPPORT, MIN. L"J 6" x 6" (TYP.) 0 0 0 6" MIN. CLEARANCE NETAFIM PRESSURE REGULATOR SCH. 80 PVC MALE ADAPTER El 2" ING.C.& 1" IN LAWN AREAS @] FINISH GRADE ~ SOIL FILTER FABRIC ~ CHRISTY$ RECLAIMED WATER TAG / I le 1111= 111, =I Ill~ 12 NETAFIM DISC FILTER W/ PRESSURE REGULATOR IN BOX NOTTO SCALE ~ LINE FLUSHING VALVE MODEL# TLSOV 0 FINISH GRADE IT] 3/4" PEA GRAVEL SUMP 0 2" IN G,C, & 1' IN LAWN AREAS 1 CU. FT. IN SAND 1.5 CU. FT. IN LOAM ~ TECHLINE □RIPPER LINE, OR BlANK TUBING 0 SEE SUBSURFACE START 2 CU, FT. IN CLAY CONNECTION, SEE DETAIL Q/8 0 10" ROUND VALVE BOX W/ BOLT DOWN LID, USE 0 BRICK SUPPORTS, MIN. 8" X 4' (lYP.) 0 SOIL FILTER FABRIC STAINLESS STEEL BOLT AND WASHER. LID COLOR TOBE GREEN, 4 3 7 8 NETAFIM MANUAL LINE FLUSHING VALVE NOTTO SCALE 2 6 7 [I] ANTI-SIPHON REMOTE CONTROL VALVE [] 18-24" COILED WIRE rn WATERPROOF CONNECTORS (2) 8J SCH, 40 UVR PVC PIPE & FITTINGS [I] FINISH GRADE IT] MAIN LINE PIPE & FITTINGS [I] LATERAL PIPE & FITTINGS I]] SCH, 40 UVRPVC MALE ADAPTOR, MIPT X SOCKET (4) NOTE: 1. ANTI-SIPHON VALVES ARE TO BE INSTALLED 12" MIN, ABOVE THE HIGHEST SPRINKLER HEAD WITHIN THE IRRIGATION CIRCUIT IT IS ATTACHED TO, CHECK LOCAL CODES TO CONFIRM THIS INFORMATION, ANTI SIPHON REMOTE CONTROL VALVE NOTTO SCALE OJ WATERPROOF ELECTRICAL CONNECTORS [I] SEAL CONDUIT ENDS W/ SPRAY FOAM [I] PLASTIC RECTANGULAR VALVE BOX W/ BOLT DOWN COVER, GREEN COLOR. USE STAINLESS STEEL BOLT AND WASHER. HEAT BRAND "PB" ONTO LID COVER, ~ NOTES: 1. VALVE BOXES SHALL BE LOCATED WITHIN PLANTING BEDS, 2. WIRE SPLICES SHALL ONLY BE MADE WITHIN ELECTRICAL PULL BOXES, 7 0 2" IN G,C,AREASAND 1" IN LAWNS [I] CONTROLLER WIRES WITH 24" MIN, EXPANSION CURLS IT] 3/4" GRAVEL SUMP 0 BRICK SUPPORT, ONE (1) ON EACH CORNER PULL BOX & CONTROL WIRE SPLICE NOTTO SCALE illa'nnfng ■ ■ ■ 27:il5 jafferso11 atreat, suite 15tl cerlsbad, ca 92008 phone: 700,720.9337 fa>C: 760.720.9505 &,.osCAP1,.., ~Yj~~ ~ ~--4 -..-.p~~ \ !-2 ~ 1 ~ i ~ -'-I " 0-23 * \L:1_ewal Data * \ ._., <I';,'-.. '"' ./,~"<' '11/;, OF CP.Llfcf'. Expiration Date: 4/30/23 IT] SCH, 40 PVC CON DU IT, SIZE AS REQUIRED IT] FINISHED GRADE ~ SOIL FILTER FABRIC, WRAP AROUND BRICK SUPPORTS If, DATE INITIAL DESIGNER OF WORK r;l PRESSURE SUPPLY LINE L'..J (SEE PLAN FOR SIZE) 0 BALL VALVES (SEE DETAIL E/7) 0 QUICK COUPLER NOTES: 1. CENTER BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING, 2. SET RCV AND VALVE BOX ASSEMBLY WITHIN GROUND COVER/SHRUB AREA WHENEVER POSSIBLE. INSTALL IN LAWNAREAONLYIF GROUNDCOVERAREA DOES NOT EXIST ADJACENT TO LAWN. iAl HEAT BRAND ALL VALVE BOXES, 1-1/2" HEIGHT L.:J LETTERING MINIMUM r;;"] REMOTE CONTROL VALVE AND L:J BOX r;;-J EDGE OF LAWN. WALKWAY, CURB, L"J FENCE, ETC, ~--< 6 ~--13 18" 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 4, AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOX EDGES TO PREVENT COLLAPSE AND DEFORMATION OF THE VALVE BOX SIDES, VALVE MANIFOLD CONFIGURATION NDTTOSCALE ~ BASE, PER CIVIL DRAIMNGS 0 PAVING SURFACE 2 C NOTES: A • • . ..., . PIPE SIZE 1/2" TO 4" IN SIZE 0 LATERAL LINES IN SCH 40 SLEEVE 0 CHRISTY'S 3" WIDE POTABLE WATER LINE WARNING TAPE. #TA-DT-3-BPW - 1111 A B C D SEE DETAIL 4" 1/3 FOR DEPTH 12" 4" 1. PVC SLEEVES TO BE 2X THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED . 2. ALL MAINLINE, LATERAL LINES, AND CONTROL WIRES ARE TO BE PLACED WITHIN r;;"] CONTROL WIRES IN L:J SCH 40 SLEEVE 0 UNDISTURBED SOIL 177 PRESSURE MAINLINE L'J IN SCH 40 SLEEVE PIPE ZONE AND BEDDING 0 BACKFILL, BACKFILL TO BE SAND. E 3" SCH, 80 PVC SLEEVES WHEN INSTALLED UNDER ROADWAYS AND SCH. 40 SLEEVES WHEN PLACED UNDER PAVING (NON-ROADS). 0 SLEEVING H NOT TO SCALE APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING -AREA. "AS BUILT" ,--== I I APPROVED DATE 11 RCE EXP. (CrCD~~Slrr,tUCT~Oi~ SET I ! REVIEWED BY: l i I ' INSPECTOR DATE I SH:ET I CITY OF CARLSBAD ~ PLANNING DIVISION 6 LANDSCAPE IMPROVEMENT PLANS FOR: ADAMS STREET HOMES 3745 ADAMS STREET, CARLSBAD, CA IRRIGATION DETAILS I APPROVED~ 49"'' ~ I ./, /,g/va, PLANNING OWNBY: JSS PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL JSS LPC2022 -0001 REVISION DESCRIPTION CHKDBY: 534-SL OTHER APPROVAL CllY APPROVAL RVWDBY: CDP2020 -0043 PLOT DATE: 4/8122 2021-07-12_Ca~sbad Tme Block_v2021.vwx OJ 0 INSTRUCTIONS: IT] STRIP WIRES APPROXIMATELY 112" (12.7mm) ~ INSERT WIRE ASSEMBLY INTO PLASTIC TUBE TO EXPOSE WIRE. UNTIL WIRE CONNECTOR SNAPS PAST LIP IN BOTTOM OF TUBE. @] TWIST CONNECTOR AROUND WIRES CLOCKWISE UNTIL HAND TIGHT. DO NOT 0 PLACE WIRES WHICH EXIT TUBE IN WIRE EXIT OVERTIGHTEN. HOLES CLOSE CAP UNTIL IT SNAPS. @] INSPECT FINAL SPLICE ASSEMBLY TO BE SECURE AND FINISHED. @J ~mlilliilliliiWIIII ~c .(JT", NOTE: 1. WIRE CONNECTOR TO BE 3M TM DIRECT BURY SPLIACE KIT, MODEL# DBR/Y-6 WATER PROOF WIRE CONNECTORS NOTTO SCALE REMOTE CONTROL VALVE, PER LEGEND PLASTIC RECTANGULAR VALVE BOX W/ BOLT DOWN COVER, GREEN COLOR. USE STAINLESS STEEL BOLT, WASHER. HEAT BRAND RCV AND CONTROL STATION # ONTO LID COVER. SCH. 80 PVC UNION SCH. 80 PVC NIPPLE (TYP.) SCH. 80 PVC MALE ADAPTER PVC LATERAL LINE -----l16 8 [TI PVC MAINLINE [Ij SCH. 80 PVC SxS ELL [I] WATER PROOF OCNNECTORS [ill CONTROL WIRES W/ 18' PIGTAILS, GAGE AS REQUIRED '1i7 BRICK SUPPORTS, ONE (1) AT l.2.!..J EACH CORNER (ill COMPACTED SUBGRADE REMOTE CONTROL MASTER VALVE NOTTO SCALE @] FINISH GRADE ~ 2' IN G.C. & 1' IN LAWN AREAS @] 2" MINIMUM ~ SEE DETAIL 117 @] 1 CU. FT OF PEA GRAVEL ~ SOIL FILTER FABRIC, WRAP TWICE AROUND BRICK SUPPORTS lli] CHRISTY'S VALVE I.D TAG [i] PVC LATERAL LINE, 0 NETAFIM TECH LINE CV, 0 SIZE PER PLAN, SEE 30" DIA. DRIP RING. CENTER DETAIL 113 ON TREE TRUNK. 0 0 TREE TRUNK 0 SCH. 80 PVC TEE, SXSXFPT 0 0 NETAFIM COMBINATION TEE SCH. 80 PVC RI SER MODEL# TL075FTEE 0 ~ 3 PLAN VIEW SECTION TECHLINE CV DRIP RING· SMALL Below Grade A Ii cation NOTTO SCALE [i] POP-UP HEAD PER LEGEND 0 0 (1) SCH 40 STREET ELL 0 0 SCH. 80 PVC NIPPLE, LENGHT AS REQUIRED. 0 G (2) SCH. 40 STREET ELL MOWCURB BUILDINGS, FENCES, OR WALLS EDGE OF NON- PERMEABLE PAVING SCH. 80 PVC SXSXTTEE ORSXT ELL PVC LATERAL LINE PER LEGEND FINISH GRADE .. . ., ·.. . " ·. , ·• ·• • 111 4" 12" 24" ,' · ,,,; · 111111~1. 1111- l=rr=rn'=im-1 .,..Ill . ' ,,~ 9 _, SHRUB AND LAWN POP-UP HEAD NOTTO SCALE 0 0 NETAFIM TECHLINE DRIPPERLINE EMITTER NETAFIM TECHLINE, 18" DIA. DRIP RING. CENTER ON TREE TRUNK. BLANKTECHLINETUBING NETAFIM INSERT TEE MODEL #TLTEE 6 1/2" ABOVE FINISH GRADE IN GROUND COVER AND SHRUB BEDS AND FLUSH WITH GRADE IN LAWNS SEE DETAILl/7 8 5 [i] TECHLINE 0 0 □RIPPER LINE EMISSION POINT 4"-6" FROM PAVING 0 PVC PIPING 0 START CONNECTION ~ DIMENSION PER PLAN (MAINTAIN AND FITTINGS, SEE DRAWINGS SEE DETAILQ/8 TRIANGULAR SPACING OF 0 EMMITERS) 0 TRIANGULATE EMITTERS EXHAUST HEADER G OUTLETS SOURCE TO HEADER 0 LINE FLUSHING VALVE WI 0 BLANKTECHLINETUBING, SEE GRAVEL SUMP, IF SPECIFIED DRAWINGS @] REMOTE CONTROL VALVE @J ® EQUAL DIMENSION 3 1 0 , , , , 10 , , , / , ' , 4 ® / 0 0 / l l lI 'I ® 'I r 0 / 9 NETAFIM DRIP TUBING SAMPLE LAYOUT NOTTO SCALE [i] TECHLINE EMITTER TUBING 0 BLANKTECHLINE TUBING G7 PVC OR BLANK TECHLINE TUBING L'.J LATERAL HEADER OR FOOTER, SEE 0 TECH LINE TUBING ELBOW 0 TECHLINE 3/4" MALE ADAPTER OR TEE DRAWINGS 0 EMISSION POINT 0 FINISH GRADE 0 5 6 7 PVC SCH 40 TEE (SxSxT), OR TECHLINE 3/4" COMBINATION TEE. ~ _____-0 0 3" ~ 9" M 6" GALV. IMRE SOIL STAPLES l..'...'..J INSTALLEDAT3'0.C. FOR TUBING, PLUS TWO (2) ON EACH TEE, ELBOW, OR CROSS TECHLINE START CONNECTION SUBSURFACE NOTTO SCALE · !'tanning ■ ■ ■ 2725 Jeffer5on &!reel, aulle 15b aarlabacl, ca 9200B phone: 760,720.9S37 fax: 760.720.9505 v'>10SCA~~ r~;,~1r ~ ";i.'>~.,-g!f, ~i ~ -< ~~IUl(l * 0-23 * , "enewel Oa!a ' ,LQ,'l') J .j'I Date /2-&° 14 r:f?-.~ 1/, OF cp,\.I< Expiration Date: 1130123 I /1\ DATE INITIAL DESIGNER OF WORK [i] OPERATION FLAG 10 SUPER FLEX UV WHITE TUBING 0 10" CIRCULAR PLASTIC VALVE BOX WI BOLT DOWN COVER, COLOR GREEN USE STAINLESS STEEL BOLT AND WASHER.HEAT BRAND Pl ONTO LID COVER. 0 STAKE 8 5 0 0 [?] 0 3 BRICK OR CONC. SUPPORTS ALL AROUND BARB X BARB CONNECTOR TURF FINISH GRADE 11111 111' -111, -1, ~ 1( . ceijF ~.._: __ J_/ --4 ---- 1 - 2 -~---14 NETAFIM PRESSURE INDICATOR STAKE NOT TO SCALE c= -·-d jci\~0 PROVED 0 COMPACTED SUBGRADE ~ 2" IN G.C., FLUSH IN LAWNS G SEE DETAIL 117 El 314" CRUSHED GRAVEL SUMP @] SOIL FILTER FABRIC ~ TECHLINE CV TUBING 11 APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREA. "AS BUILT" RCE EXP. DATE co1~\Js=~=Ruc1=~0N SET REVIEWED BY: --c-::J'J'ITF=z"l•I 'T:' 1 • •~•-· ·--· . - INSPECTOR DATE I SH~ET I ~ CITY OF CARLSBAD PLANNING DIVISION 6 LANDSCAPE IMPROVEMENT PLANS FOR: ADAMS STREET HOMES 3745ADAMS STREET, CARLSBAD, CA IRRIGATION DETAILS !APPROVE~~ I -t-lis/22. PLANNING OWN BY: JSS PROJECT NO. DRAWING NO. REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKDBY: JSS LPC2022 -0001 534-5L OTHER APPROVAL CITY APPROVAL RVWDBY: CDP2020 • 0043 PLOT DATE: 4/8/22 2021-07-12_Carlsbad lile Block_v2021.vwx IRRIGATION NOTES: 1. THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION, SLIGHT FIELD MODIFICATIONS MAY BE NECESSARY TO IMPLEMENT THE DESIGN DEPICTED WITHIN THESE DRAWINGS. 2. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. PRECISE LOCATION OF SPRINKLER HEADS AND □RIPPER LINE SHALL BE FIELD ADJUSTED TO MEET MINOR VARIATIONS IN PLAN. 3. POINT OF CONNECTION {POC) SHALL BE IM-IERE INDICATED ON THE DRAWINGS. 4. CONTRACTOR SHALL FIELD VERIFY SIZE OF WATER METER BEFORE WORK COMMENCES, MINIMUM SIZE TO BE 1", NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCY. - 5. CONTRACTOR SHALL NOTE LOCATIONS OF TREES ON PLANTING PLAN AND SHALL ROUTE IRRIGATION PIPE AND PLACE HEADS TO PREVENT CONFLICTS WITH TREE PLANTING. GROUP VALVES IN BOXES PARALLEL TO EACH OTHER IN PLANTING AREAS. LOCATE PIPE ALONG EDGE OF PLANTING AREAS WHEREVER POSSIBLE AND WITHOUT CONFLICT WITH OTHER UTILITIES OR BUILT FEATURES. 6. FLUSH ALL PIPES CLEAN PRIOR TO INSTALLING SPRINKLER HEADS AND □RIPPER TUBING. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SLEEVES AND CHASES UNDER PAVING, THROUGH WALLS, ETC. UNLESS OTHERWISE NOTED. ALL SLEEVES ARE TO BE SCH. 40 AND TWICE THE DIAMETER OF THE PIPE CARRIED. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF PAVING. ALL MAINLINE, LATERAL LINES, AND CONTROL WIRES LOCATED UNDER PAVING ARE TO BE PLACED WITHIN A SLEEVE. ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES. . 8. CONTROL WIRES SHALL BE BUNDLED WITH ELECTRICAL TAPE AT 10'-0" INTERVALS AND BURIED BENEATH MAINLINE WHEN LOCATED WITHIN PLANTERS. 9. SYSTEM CONTROLLER SHALL BE CONNECTED TO A RAIN SENSOR SHUTOFF DEVICE, SEE DRAWINGS. 10. IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY. LOCATE ALL PIPE AND EQUIPMENT WITHIN ADJACENT PLANTING AREAS. GROUP PARALLEL PIPE IN SINGLE TRENCH WHERE POSSIBLE. 11. ALL IRRIGATION MATERIALS AND PROCEDURES SHALL CONFORM TO ALL LOCAL, MUNICIPAL, AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK AND ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE NOTES AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE IRRIGATION CONTRACTOR. 12. ANY SITE WITH SIGNIFICANT ELEVATION CHANGE WITHIN THE IRRIGATION MAINLINE INSTALLATION (15 FT. OR MORE) SHALL HAVE A CRISPIN AIR-RELIEF VALVE INSTALLED AT THE HIGH POINT WITHIN THE MAINLINE RUN. 13. TRENCHES SHALL BE MADE WIDE ENOUGH TO ALLOW A MINIMUM OF 4" BETWEEN PARALLEL PIPE LINES. STACKING OF PIPES VERTICALLY WITHIN THE SAME TRENCH WILL NOT BE ALLOWED. 14. THE LANDSCAPE CONTRACTOR IS TO FIELD INSPECT ALL SHRUB BEDS BEING IRRIGATED WITH THE NETAFIM TECHLINE CV SYSTEM. EACH BED IS TO BE EVALUATED FOR SOIL TYPE (CLAY, LOAM, OR SANDY) AND DETERMINE IF THE SPECIFIED TECHLINE EMITTER INTERVAL, LINE SPACING, OR □RIPPER FLOW SHOULD BE ADJUSTED ACCORDING TO THE NETAFIM COMPANY'S DESIGN GUIDELINES. CONSULT WITH LANDSCAPE ARCHITECT REGARDING THIS ISSUE PRIOR TO ORDERING NETAFIM TUBING. 15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, AND UTILITY LOCATIONS PRIOR TO BEGINNING WORK. 16. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK. 17. THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 18. ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS. 19. IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY SHALL HAVE A BACKFLOW PREVENTER INSTALLED. 20. ANY EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE CRITICAL ROOT ZONE OF ANY EXISTING TREES. 21. SHOULD ANY IRRIGATION LATERAL LINES, MAIN LINES, OR EQUIPMENT BE GRAPHICALLY SHOWN OUTSIDE OF THE PROPERTY LINES ON THIS PLAN, IT SHOULD BE UNDERSTOOD BY THE INSTALLING CONTRACTOR THAT ALL OF THIS IRRIGATION HARDWARE IS TO ACTUALLY BE LOCATED WITHIN THE LIMITS OF THE PROJECT'S PROPERTY LINE. 22. ALL WORK CALLED FOR ON THESE DRAWINGS. BY NOTES, DETAILS OR PLAN GRAPHICS SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. WHEN AN ITEM IS SHOWN ON THE PLANS, BUT NOT ADDRESSED WITHIN THE SPECIFICATIONS OR VISE VERSA, IT SHALL BE DEEMED TO BE SHOWN ON BOTH. THE LANDSCAPE ARCHITECT SHALL HAVE FINALAUTHORITY FOR CLARIFICATION INALL INSTANCES. 23. ALL VALVES, QUICK COUPLER VALVES AND WIRE SPLICES SHALL BE LOCATED WITHIN PLANTING BEDS WHENEVER POSSIBLE. 24. CENTER LOAD PIPING WITH SUFFICIENT AMOUNT OF BACKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE. APPLY CONTINUOUS WATER PRESSURE OF THE NUMBER OF POUNDS PER SQUARE INCH SPECIFIED BELOW. (A) PRESSURE LINES TO BE TESTED FOR FOUR (4) HOURS AT 150 P.S.I. (B) LATERAL LINES TO BE TESTED FOR TWO (2) HOURS AT 100 P.S.I. REPAIR LEAKS RESULTING FROM THE TESTS AND RETEST UNTIL SYSTEM MEETS ALL SPECIFIED TEST CRITERIA, SEE SPECIFICATIONS. PROVIDE THE LANDSCAPE ARCHITECT WITH PHOTO DOCUMENTATION OF THE PRESSURE GAGE AFTER BOTH 4AND 2 HOUR TEST OPERSTIONS FOR THE VARIOUS TYPE OF PIPE LINES. FORWARD THE PHOTOS TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO COVERING ANY OF THE EXPOSED IRRIGATION PIPE LINES. 25. THE IRRIGATION CONTRACTOR SHALL MAINTAIN A PRE-AS-BUILT RECORD DRAWING DURING THE CONSTRUCTION PHASE OF THIS PROJECT DOCUMENTING ANY DEVIATIONS FROM THE PLAN IN RED INK. THE CONTRACTOR SHALL DELIVER THE PRE-AS-BUILT PLANS TO THE LANDSCAPE ARCHITECT PRIOR TO THE FINAL ACCEPTANCE OF THE SYSTEM. FINAL AS-BUILT PLANS ARE TO THEN BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR. FINALAS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND THE FINAL PLANS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. THE FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE SIGNED BY THE CITY PRIOR TO THE RELEASE OF SECURITIES. SEE LANDSCAPE SPECIFICATIONS FOR FURTHER DIRECTION REGARDING THE PREPARATION OF AS-BUILT DRAWINGS. 26. ALL IRRIGATION CONTROL WIRE INSTALLED ABOVE GRADE SHALL BE ENCASED WITHIN SCH. 40 PVC ELECTRICAL CONDUIT. 27. THE IRRIGATION CONTRACTOR WILL BE RESPONSIBLE FOR ALL WALLAND CONTROLLER CABINET PENETRATIONS. ALL PENETRATIONS ARE TO BE PROPERLY SEALED TO INSURE THE INTEGRITY OF THE BUILDING'S AND THE CONTROLLER ENCLOSURE'S WATERPROOFING. 28. NO WIRE SPLICES WILL BE ALLOWED FOR ANY WIRE RUN OF LESS THAN 1000 L. F. ALL WIRE SPLICES SHALL BE LOCATED \NITHIN A STANDARD SIZED VALVE BOX, SEE DETAILS. WIRE BUNDLES SHALL BE TAPED TOGETHER WITH ELECTRICAL TAPE EVERY 10' O.C. 29. ALL TRENCHING SHALL FALL OUTSIDE OF THE TREE DRIPLINE OF ALL EXISTING TREES AND OUTSIDE OF THE ROOT BALL OF ALL NEWLY PROPOSED TREES. 30. PRIOR TO ANY IRRIGATION PIPE TRENCHING OR HARDWARE INSTALLATION THE CONTRACTOR IS TO REVIEW THE IRRIGATION PLANS AND DETERMINE IF THERE ARE ANY POSSIBLE UTILITY CONFLICTS THAT MAY EXIST. SHOULD CONFLICTS EXIST, THE CONTRACTOR SHALL NOTIFY AND COORDINATE ANY INSTALLATION MODIFICATIONS WITH THE GENERAL CONTRACTOR. THE CONTRACTOR WILL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING UTILITIES. 31. SHOULD THE CONTRACTOR IDENTIFY ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND THE SITE CONSTRUCTION PLANS, THE CONTRACTOR IS TO NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO ANY CONSTRUCTION BEGINNING. 32. THE CONTRACTOR SHALL CLEANUP AND DISPOSE OF ALL DEBRIS, WASTE, AND EXCESS MATERIALS ASSOCIATED WITH HIS SCOPE OF WORK. THIS INCLUDES SWEEPING /CLEANING ALL PAVED SURFACES FOR ON OR OFF-SITE WORK AREAS. 33. THE CONTRACTOR SHALL PROVIDE A ONE (1) YEAR WARRANTY FOR ALL IRRIGATION PRODUCTS AND WORKMANSHIP. 34. PROVIDE IN LINE PVC CHECK VALVES OF CORRECT LINE SIZE WHERE FIELD CONDITIONS DEMAND, PER PLANS, AND/OR AS REQUIRED {TO PREVENT LOW HEAD DRAINAGE). CONTRACTOR TO INCLUDE TEN (10) CHECK VALVES OF VARYING SIZES WITHIN BASE BID. 35. ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTOA LANDSCAPED AREA. 36. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE PROJECT'S SPECIFICATION MANUAL PRIOR TO BIDDING THIS PROJECT. THE PROJECT SPECIFICATIONS ARE TO BE MADE A PART OF THESE PLANS. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING ALL WORK AS SPECIFIED WITHIN THE LANDSCAPE SPECIFICATION MANUAL AND AS DEFINED WITHIN THESE LANDSCAPE DRAWINGS. 37. THE LANDSCAPE CONTRACTOR IS TO MAKE A PART OF HIS CONTRACTUAL SERVICES AGREEMENT FOR THIS PROJECT THE PREPARATION OF THE FOLLOWING: AN IRRIGATION WATER AUDIT PER THE CITY OF CARLSBAD'S LANDSCAPE DESIGN MANUAL. SUBSURFACE IRRIGATION INSTALLATION NOTES: 1. ASSEMBLE AND INSTALL FILTER, REMOTE CONTROL VALVE AND PRESSURE REGULATING VALVE ASSEMBLIES ACCORDING TO DETAILS. 2. ASSEMBLE AND INSTALL SUPPLY HEADERS ACCORDING TO DETAIL. TAPE OR PLUG OPEN CONNECTIONS TO PREVENT DEBRIS CONTAMINATION. 3. ASSEMBLE AND INSTALL EXHAUST HEADERS IN ACCORDANCE WITH DETAIL. TAPE OR PLUG OPEN CONNECTIONS TO PREVENT DEBRIS CONTAMINATION. 4. INSTALL DRIP LATERALS. TAPE OR PLUG OPEN ENDS TO PREVENT DEBRIS CONTAMINATION. 5. THOROUGHLY FLUSH DRIPLINE LATERALS AND CONNECT TO EXHAUST HEADERS OR INTERCONNECTING LATERALS WHILE FLUSHING. 6. THOROUGHLY FLUSH EXHAUST HEADERS AND INSTALL LINE FLUSHING VALVES ACCORDING TO DETAILS. 7. THOROUGH FLUSHING OF EACH INSTALLATION SEGMENT IS NECESSARY TO ENSURE THAT NO DEBRIS CONTAMINATION OCCURS. 8. SEE IRRIGATION NOTES, LEGENDS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING SUBSURFACE IRRIGATION PRODUCTS AND INSTALLATION. 9. BURY DRIPLINE 3" BELOW GRADE AND STAKE AT 36" O.C. IN ORDER TO SECURE LINE TO GROUND AND MAINTAIN PRECISE LINE LAYOUT SPACING. 10. ALL SUBSURFACE LINE FITTINGS USED FOR THIS PROJECT WILL BE PER THE SPECIFIC SUBSURFACE □RIPPER LINE MANUFACTURER'S SPECIFICATIONS. NO THIRD PARTY EQUIPMENT IS TO BE INCORPORATED INTO THIS SYSTEM. f""·"'·=·=-· ---·· ,=i•·== .. ~--· ----- 2725 Jefferson street, au lie 15b cerlstied, ca 920DEI phone: 760.720,9337 falC: 780,720,!}605 &!DSCi,~ ~ .::i.11 ~~-I I,,, 'Id-~ 1'l'l ",µ ~ [,! -.; () ~ "' t~elure * ,_ 0-23 * ijin,awel Del~ \ .. □-"" <5>;,..,. ,.. 7 ~ ~ &:.f-1,, OF cp.\.1'< ' ~?PROVED !J -~ .. ·t . --.-./ (:OH~Sl~RUCT;or~ = = A\ DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP. DATE SET REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF CARLSBAD m PLANNING DIVISION 6 LANDSCAPE IMPROVEMENT PLANS FOR: ADAMS STREET HOMES 3745ADAMS STREET, CARLSBAD, CA IRRIGATION NOTES IAPPROVE~ ~~ .. I t/-/,e/22., PLANNING DWN BY: JSS PROJECT NO. DRAWING NO. INITIAL CHKD BY: JSS LPC2022 • 0001 534-5L ExplraUon DalB: 4/30/23 DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWDBY: CDP2020 • 0043 PLOT DATE: 4/8122 2021-07-12_Carlsbad lifle Block_v2021.vwx I I I (p I I \ "' " SHIPPING ------- '----- j j j \ --------- I ! I§ D I I PROPERTY LINE ,,,,, .. I /. ·~· \ RESID NC \ ; "' ------- I 111 ,1,.,1 1. 1. ·1 ·I I .I I I I ·I I I I .. I I I I, I lt====1l / y·· 1/. ----· PROPERTY LINE I I ~ I r <> .\:; Q :.''./ I \ I I 1- [J a [:] l~i-:;=r I t ' 10 0 5 ~~I SCALE: 1"=10'-0" 13 TYPICAL H DECOMPOSED GRANITE PAVING *SEE SHEET 12 FOR PLANTING LEGEND G ALUMINUM EDGING AT DECOMPOSED GRANITE AND TURF 13 TYPICAL D ROOT BARRIER 13 TYPICAL EASEMENT NOTES INDICATES PUBLIC STREET AND PUBLIC UTILITY EASEMENT FOR ADAMS STREET TO THE CITY OF CARLSBAD PER PARCEL MAP. INDICATES EMERGENCY VEHICLE ACCESS EASEMENT TO THE CITY OF CARLSBAD PER PARCEL MAP. INDICATES PRIVATE DRAINAGE EASEMENT FOR STORM WATER TREATMENT FACILITY PURPOSES FOR THE BENEFIT OF LOT 1 THROUGH 4 PER PARCEL MAP. INDICATES PRIVATE DRAINAGE EASEMENT FOR CROSS LOT DRAINAGE PURPOSES FOR THE BENEFIT OF LOT 2 PER PARCEL MAP. INDICATES PRIVATE RECIPROCAL ACCESS EASEMENT FOR THE BENEFIT OF LOTS 3AND 4 PER PARCEL MAP INDICATES PRIVATE DRAINAGE EASEMENT FOR STORM WATER TREATMENT FACILITY PURPOSES FOR THE BENEFIT OF LOT 1 PER PARCEL MAP. INDICATES PRIVATE DRAINAGE EASEMENT FOR THE BENEFIT OF LOT 1 PER PARCEL MAP. BMP LEGEND BMP NO. BMP DESCRIPTION 2 3 4 BIOFILTRATION WITH PARH<\L DETENTION BASIN, PERMEABLE FILTER FABRIC OVER PERMAVOID DRAINAGE STRUCTURE ON FLOOR WITH IMPERMIABLE LINER ALONG THE SIDE SLOPES. BIOFILTRATION WITH PARTIAL DETENTION BASIN, VERTICAL SIDES HAVE AN IMPERMEABLE LINER/ROOT BARRIER INSTALLED BIOFILTRATION WITH PARTIAL DETENTION BASIN, VERTICAL SIDES HAVE AN IMPERMEABLE LINER/ROOT BARRIER INSTALLED BIOFILTRATION WITH PARTIAL DETENTION BASIN, PERMEABLE FILTER FABRIC OVER PERMAVOID DRAINAGE STRUCTURE ON FLOOR WITH IMPERMIABLE LINER ALONG THE SIDE SLOPES. 10 20 40 I_I I FEET Expiration Date: 4130123 r P11PPROVED CQ~\]STRUCT~ON St1~ DI RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA KEY MAP :, .. :..:~'-1.:,l,·'":_•~--' ;•-r'+' ._:,.i_ .. '.'li~d~'~~ta:aro !IC Uroan··de_slQn pianlilng ■ ■ ■ 2725 Jefferaori street, aulte 15b carlsbad, ca 92008 phone: 760.720.9337 fa11: 760,720,9505 ' I ' 10 I ,, I 0 ,, 11 , APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP.----DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1---+---1-------------------+----t---1----1-----1 ~ PLANNING DIVISION ~ ~L=A=N==os:::c==A==P=E=IM::::P=Ro==v=E=M:::::EN=T:::::::::PLA=N==s::::F:::OR=:======-====: APPROVED: PLANNING 1----+---+-------------------t----+---+---+---t I DWN BY: CHKDBY: RVWDBY: DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ADAMS STREET HOMES JSS JSS 3745ADAMS STREET, CARLSBAD, CA PLANTING PLAN PROJECT NO. LPC2022 -0001 CDP2020 -0043 PLOT DATE: 4/8/22 DRAWING NO. 534-5L 2021-07-12_ Carlsbad 1itla Block_v2021.vwx RIVER ROCK COBBLE GROUNDCOVER PROPERTY LINE -"---_l_ --T CAL F 13 / X I 1 -- •· co I \ PROPERTY LINE ) RIVER ROCK COBBLE GROUNDCOVER F TYPICAL 12 • .... w G) I G) I G) ::§: I ::§: ::§: Va ::§: ::§: w • '-i .-·4 :-:-:-:• .... ~ . . . •I, I ,1, I 1---rl---------G)-----+-+-, \ G) • \ G) ::§: • 10 0 5 10 20 ~ I I I SCALE: 1"=10'-0" *SEE SHEET 12 FOR PLANTING LEGEND I I I I I 0 ROOT BARRIER 13 TYPICAL \ _:__--7 CALTRANS SIGHT DISTANCE/ VIEW CORRIDOR BMP#2 FOR ALL LINES OF SIGHT LIMITS. TREES THAT FALL WITHIN THE LIMITS OFA VEHICULAR SIGHT LINE ARE REQUIRED TO HAVE THE TREE CANOPY HEIGHT MAINTAINED AT A MINIMUM HEIGHT OF 6'--0" ABOVE THE ADJACENT CURB, TYPICAL. G ALUMINUM EDGING AT DECOMPOSED GRANITE AND TURF 13 TYPICAL H DECOMPOSED GRANITE PAVING 13 TYPICAL L--;:;r-PROPERTY LINE I BMP#3 G ALUMINUM EDGING AT DECOMPOSED GRANITE AND TURF 13 TYPICAL CALTRANS SIGHT DISTANCE/ VIEW CORRIDOR 40 I FEET Expiration Dale: 4/30/23 DI RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA EASEMENT NOTES INDICATES PUBLIC STREET AND PUBLIC UTILITY EASEMENT FOR ADAMS STREET TO THE C ITV OF CARLSBAD PER PARCEL MAP. INDICATES EMERGENCY VEHICLE ACCESS EASEMENT TO THE CITY OF. CARLSBAD PER PARCEL MAP. INDICATES PRIVATE DRAINAGE EASEMENT FOR STORM WATER TREATMENT FACILITY PURPOSES FOR THE BENEFIT OF LOT 1 THROUGH 4 PER PARCEL MAP. INDICATES PRIVATE DRAINAGE EASEMENT FOR CROSS LOT DRAINAGE PURPOSES FOR THE BENEFIT OF LOT 2 PER PARCEL MAP. INDICATES PRIVATE RECIPROCAL ACCESS EASEMENT FOR THE BENEFIT OF LOTS 3AND 4 PER PARCEL MAP. INDICATES PRIVATE DRAINAGE EASEMENT FOR STORM WATER TREATMENT FACILITY PURPOSES FOR THE BENEFIT OF LOT 1 PER PARCEL MAP. INDICATES PRIVATE DRAINAGE EASEMENT FOR THE BENEFIT OF LOT 1 PER PARCEL MAP. BMP LEGEND BMP NO. BMP DESCRIPTION 1 BIOFILTRATION WITH PARTIAL DETENTION BASIN, PERMEABLE FILTER FABRIC OVER PERMAVOID DRAINAGE STRUCTURE ON FLOOR WITH IMPERMlABLE LINER ALONG THE SIDE SLOPES. 2 BIOFILTRATION WITH PARTIAL DETENTION BASIN, VERTICAL SIDES HAVE AN IMPERMEABLE LINER/ROOT BARRIER INSTALLED 3 BIOFILTRATION WITH PARTIAL DETENTION BASIN, VERTICAL SIDES HAVE AN IMPERMEABLE LINER/ROOT BARRIER INSTALLED 4 BIOFILTRATION WITH PARTIAL DETENTION BASIN, PERMEABLE FILTER FABRIC OVER PERMAVOID DRAINAGE STRUCTURE ON FLOOR WITH IMPERMIABLE LINER ALONG THE SIDE SLOPES. KEY MAP ■ ■ ■ 2725 Jefferson street, suite 15b c:erlsbed, ca 920D8 prlcne: 780,720,9337 ra11: 1ao.120.0sos APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP.----DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1----+----t-----------------+---+-----lt------1---t ~ PLANNING DIVISION ~ :::==:'....':::=========='....==~ LANDSCAPE IMPROVEMENT PLANS FOR: ADAMS STREET HOMES 3745 ADAMS STREET, CARLSBAD, CA PLANTING PLAN 1----+---+---------~--~--+---+----+----1 IA-PP-Ro_v_ED-~~--4~~--f-i>------ _PLANNING 1-----+---+-------------------+----+-----+----+----1 · DWN BY: JSS CHKD BY: JSS RVWDBY: DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PROJECT NO. LPC2022 -0001 CDP2020-0043 PLOT DATE: 4/8/22 DRAWING NO. 534-SL 2□21-07-12_Carlsbad Title Block_v2021.vwx FLOWERING PERENNIALS 0 BEGONIA 'RICHMONDENSIS' © CL/VIA MINIATA ~ DIETES GRANDI FLORA 'VARIEGATA' 0 ERIGERON KARV/NSKIANUS -$-GERANIUM X CANTABRIGIENSIS BIOKOVO' 0 HEMEROCALL/S 'PEACHY KEEN' ~ KNIPHOFIA UVARIA 'BLAZE' ® LIMON/UM PEREZ/I CB PELARGONIUM S/D0/DES a RUELUA BRITTON/ANA 'KATIE' 0 SOUDAGO CAUFORNICA (] TRADESCANTIA PALL/DA GRASSES AND GRASS LIKE @-CAREX DIVULSA ~,\Ifft;: ~ i;:, CHONDROPETALUM TECTORUM ::: • = ~ s-;.;-,111\\t= @ DIANELLA TASMAN/CA 'VAR/EGATA' 0 JUNCUS PATENS ❖ LEYMUS CCNDENSATUS 'CANYON PRINCE' *o LOMARDIA LONGIFOUA BREEZE MUHLENBERG/A CAPILLAR/S 'REGAL MIST' SUCCULENTS AND CACTUS 0 AEON/UM URB/CUM 'SALAD BOWL' 0 ----; COTYLEDON 'CUALK FINGERS' .. .. . . . . . . . . ..... • • • • • • • • • I N • • • N • . .. . . . . . . . . ... -. . . . . . . ' .. ' ...... . : ::::::: :::::: :::::: ::: :: :::::: . . . . . . . . . . ..... .................... : :::::::::::: :::::: :::::::::::: . . . . . . . . . . .... " . . . . . . . . . . . ... -. ,.·,,1· . . .. ,-•,, . ~-,' --. ...... ..,.... ............................. ..... -,!,--,!,--,!,--,!,--,!,--,!,--,!,-..;,. ...i,....,.-,1,-..................... ..... --..!.-.,,.._ _,.,_ ·.!a.-_ _.,__ ...... .~ .... ... ..... .... .... ..... ..... ...... ..... ............................ ......................................... GROUND COVERS GAZANIA 'MITSUWA WHITE' KURAPIA CAMPANULA POSCHARSKYANA BUCHLOE DACTYLOIDEA 'UC VERDE BUFFALO GRASS' DIST/CH/LIS SP/CATA ACH/LLEA MILLEFOLIUM CALIFORNICA (70%) SISYRINCH/UM BELLUM (30%) DECOMPOSED GRANITE RIVER COBBLE RICHMONDENSIS BEGONA KAFFIR LILY STRIPPED FORTNIGHT LILY SANTA BARBARA DAISY BIOKOVO CRANESBILL DAY LILY RED HOT POKER STATICE SOUTH AFRICAN GERANIUM DWARF RUELLIA CALIFORNIA GOLDENROD PURPLE HEART BERKELEY SEDGE BAMBOO RUSH FLAX LILY CALIFORNIA GRAY RUSH CANYON PRINCE WILD RYE DWARF MAT RUSH GULFMUHLY SALAD BOWL CUALK FINGERS PUTAH CREEK MYOPORUM WHITE TRAILING GAZANIA KURAPIA SERBIAN BELL FLOWER BUFFALO GRASS SALT GRASS YARROW, BLUE EYED GRASS DWARF COYOTE BUSH 42 34 11 12 19 4 8 18 10 20 36 18 22 4 4 27 43 7 9 9 6 1 GAL. 5GAL. 5GAL. 1 GAL. 1 GAL. 1 GAL. SGAL. 1 GAL 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 5 GAL 1 GAL 1 GAL 1 GAL 1 GAL 5 GAL 5GAL 1 GAL FROM FLATS PLANT AT 12" O.C. FROM FLATS PLANT AT 12" O.C. FROM PLUGS PLANT AT 12" O.C. FROM FLATS PLANT AT 12" O.C. FROM PLUGS PLANT AT 12" O.C. FROM PLUGS PLANT AT 12" O.C. PLANT AT 12" O.C., MAY NEED TO BE 4" POTs CONTRACT GROWN FROM PLUGS PLANT AT 12" O.C. E/13 H/13 F/13 M L L L M M L L L L L M L L M L L L L L L L L L M L L L L VL VL PLANTING LEGEND · ·.plilnnlng ■ ■ ■ 2725 Jeffamon streat, suite 15b cartsbad, ca 82008 phone: 760,720.9337 fax; 760.720.9505 SYMBOL CASSIA LEPTOPHYLLA GOLD MEDALLION TREE 3 24" BOX STANDARD TRUNK A.B,C/13 M • -MAGNOUA GRAND/FLORA 'SAINT MARY' SAINT MARY'S MAGNOLIA 2 24" BOX ST AND ARD TRUNK M METROSIDEROS EXCELSUS NEW ZEALAND CHRISTMAS TREE 4 24" BOX STANDARD TRUNK M CHAMPACA 24" BOX STANDARD TRUNK M --------------, UMBELLULARIA CALIFORN/CA CALIFORNIA BAY TREE 14 15 GAL STANDARD TRUNK L 0 00 0 m ~ G (±) 0 ~ (±) 0- ©0 ~@ EB0 SHRUBS ASPARAGUS DENSIFLORUS 'MYERS' BOUGAINVILLEA '00-LA-LA' COTONEASTERLACTEUS GREVILLEA LANIGERA 'COASTAL GEM' HAMEL/A PATENS JASMINUM ANGULAR£ LANTANA X 'NEW GOLD' MAHONIAAQU/FOUUM 'CCMPACTA' MYRTUS COMMUNIS 'VARIEGATA' NANO/NA DOMESTICA 'GULF STREAM' NANDINA DOMESTICA 'HARBOR DWARF' PAVON/A PRAEMORSA PHILODENDRON ZANADU PITTOSPORUM CRASS/FOUUM 'COMPACTUM' PITTOSPORUM TOB/RA 'TURNER'S DWARF' RHAPHIOLEP/S UMBELLATA 'MINOR' TECOMA 'CRIMSON FLARE' WESTRINGIA 'WYNYABBIE GEM' WESTRINGIA 'WYNYABB/E HIGHLIGHT' FOXTAIL FERN 5 1 GAL BOUGAINVILLEA 22 5GAL RED CLUSTERBERRY 39 SGAL GREVILLEA 5 1 GAL. FIRE CRACKER BUSH 2 5 GAL. SOUTH AFRICAN JASMINE 6 5GAL. NEW GOLD LANTANA 127 5GAL. COMPACT OREGON GRAPE 5GAL. VARIEGATED TRU MYRTLE 13 SGAL. HEAVENLY BAMBOO 11 5GAL. DWARF HEAVENLY BAMBOO 16 5GAL. YELLOW MALLOW 2 SGAL. DWARF PHILODENDRON 12 5GAL. DWARF KARO 5 SGAL. PITTOSPORUM TURNER'S DWARF 18 5GAL. DWARF YEDDO HAWTHORN 19 5GAL, NO COMMON NAME 22 SGAL. COAST ROSEMARY 6 5GAL. VARIEGATED COAST ROSEMARY 7 5GAL. •·"°1 ~==_=_=_=_=_·=_=""'=_=_=_c~-_=_=_=_=_""'_=_=_''-_=_=_=_=_=_=_•=_=_·=_=_=_=_=_=_=-_=_=_""_=_"'11 ' ' !I !I l ,~PPROVEiD t(:«)NSTRUC1-~0M\~ SET A,B/13 M L L L L M L M L L L L M M M L L L L APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP.----DATE REVIEWED BY: INSPECTOR DATE 11' ~ CITY OF CARLSBAD ~ 1---+---t------------------+---+---t----t------; ~ PLANNING DIVISION ~ ~L=.A:::N~DS;:C~A;P;E:;.:IM~P~RO;V=.E;:M;E;:;NT;:;PLA~N;S=.F~OR;:::======-=== ADAMS STREET HOMES 3745 ADAMS STREET, CARLSBAD, CA PLANTING LEGEND l--+---+--------------+---+---t----t------1 I APPROVED~ 4 (__)¥""- .PLANNING ~ DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE DWN BY: INITIAL CHKDBY: JSS JSS DRAWING NO. 534-5L Expiration Date: 4130123 DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWDBY: PROJECT NO. LPC2022 -0001 CDP2020 -0043 PLOT DATE: 418/22 2021-07-12_Ce~sbed Tifle Block_v2021.vwx ~ 0 0 SET SHRUB CROWN 1" ABOVE FINISH GRADE. 3" MULCH LAYER PER PLANTING NOTES 4'' HIGH WATER RETENTION BASIN RAKE OUT AFTER 90 DAYS U.0.N. NOTE PERTAINS TO ON-GRADE PLANTERS ONLY. NOTE: 0 0 0 FINISH GRADE PLANT FERTILIZER TABLETS, PER PLANTING NOTES PLANT ROOTBALL, PREPARE PER PLANTING NOTES. 2X ROOTBALL DIAMETER 0 PREPARED BACKFILL MIX, SEE PLANTING NOTES FOR BACKFILL MIX CONTENTS. BACKFILL MIX SHALL NOT BE INSTALLED ANY DEEPER THAN 12" FROM TOP OF SURROUNDING FINISH GRADE. INSTALL NATIVE SOILS FOR DEPTHS BELOW 12". NOTE PERTAINS TO ON GRADE PLANTERS ONLY. 0 SCARIFY SOIL ALONG SIDES AND BOTTOM OF PLANTING PIT. NOTE PERTAINS TO ON GRADE PLANTERS ONLY. 1. WHEN PLANTED ON SLOPES, THE FRONT AND REAR OF THE PLANTING PITS SHALL BE GRADED AT A MAXIMUM OF A 1 :1 SLOPE. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THESE SLOPES TO CONTROL EROSION WHILE PLANTS ESTABLISH. ORNAMENTAL TREES & SHRUB PLANTING 1 GAL. THRU 36" BOX LEVEL GRADE NOTES: 1. ALL GROUND COVER IS TO BE PLANTED IN A TRIANGULAR GRID AS SHOWN 2. FOR PLANT ON CENTER SPACING SEE PLANT LEGEND 3, FOR MULCH LAYER SEE PLANTING NOTES © GROUND COVER PLANTING NOTTO SCALE NOTTO SCALE i= ~ f!,! ,11L ~~ 111 11 <Ii~ ,11 DIAMETER NOTES: 1, STAKE TREES ONLY ON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE STAKING DETAIL. 2. EXCAVATED SLOPES SHALL NOT EXCEED MAXIMUM ALLOWABLE SLOPE STEEPNESS PER CIVIL PLANS. 3. MARK THE NORTH SIDEOFTIHETREE IN THE NURSERY PRIOR TO DELIVERY TO THE SITE AND ORIENT TIHE TREE IN THE FIELD TO MATCH WHENEVER POSSIBLE. 4. CLEANLY PRUNE ONLY DAMAGED, DISEASED AND/OR WEAK BRANCHES. 5. WATER THOROUGHLY AFTER INSTALLATION. 6. STAKE TREES ONLYUPONTIHEAPPROVAL OF THE LANDSCAPE ARCHITECT. ~ EXISTING SLOPE 1o72 TAPER 1:1 MAX. CUT SLOPE AT PLANT PIT. COVER L.:J THIS SLOPE PROFILE WITH EROSION CONTROL FABRIC AS APPROVED BY THE CITY OF CARLSBAD. G7 WOOD MULCH LAYER, SEE PLANTING NOTES L.:'.J FOR DEPTH 1.i7 PLANT CROWN OF SHRUB 1' ABOVE FINISH GRADE. L:./ ROOT FLAIR MUST BE VISABLE. TREES WHERE THE TRUNK FLAIR IS NOT VIABLE SHALL BE REJECTED. fsl 6" HIGH WATER RETENTION BASIN, FORM WI SOIL L.:'.J EXCAVATED ON UP HILLSIDE OF TREE r-,;-i6 SCARIFY SOIL ALONG SIDESAND BOTTOM OF L.::J PLANTING PIT. PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL. SLOPE PLANTING HOLE SIDES AT A 1 :1 RATIO. r:;i 1 :1 MAX FILL SLOPE SURFACE. COVER l2_J THIS SLOPE PROFILE WITH EROSION CONTROL FABRIC AS APPROVED BY THE CITY OF CARLSBAD. 1o78 PLANT FERTILIZER TABLETS, PER PLANTING L'.:J NOTES igl PLANT ROOTBALL, PREPARE PER PLANTING L:'.J NOTES PREPARED BACKFILL MIX, SEE PLANTING NOTES FDR BACKFILL MIX CONTENTS. BACKFILL MIX SHALL NOT BE INSTALLED ANY DEEPER THAN 12" FROM TOP OF SURROUNDING FINISH GRADE. INSTALL NATIVE SOILS FOR DEPTHS BELOW12", SHRUB AND TREE PLANTING 1 Gal. Thru 36" Box Sia ed Grade NOTTO SCALE ~ DECORATIVE COBBLE, SEE NOTES BELOW. DEWITT PR0-5 WEED BARRIER, INSTALL PER MANUFACTURER'S SPECIFICATIONS. ONLY INSTALL THE WEED BARRIER WHEN COBBLE IS INSTALLED IN AN ON-GRADE CONDITION. ,-----,1 NATIVE SOIL 2 "-----13 NOTES: 1. DECORATIVE COBBLE TO BE BEACH PEBBLE BLACK MIX, 2"-3" DIA. IN SIZE. AVAILABLE THAU KRC ROCK, PH. (760) 744-1036. 2. DEPTH OF ROCK TO BE DEEP ENOUGH TO COVER 100% OF THE WEED BARRIER FABRIC. (NO FABRIC SHOULD BE VISIBLE) 0 COBBLE GROUND COVER NOTTO SCALE OJ TREE CANOPY G7 (2) CINCH TIES, TACK TO STAKE WITH L:J GAL\/. NAILS TO PREVENT SLIPPING 0 PREVPJLING WIND [2)2" DIA. XS' LONG UNTREATED LODGEPOLE PINE STAKES FOR 5 GAL. TREES, OR (2) 2" DIA. X 10' LONG UNTREATED LODGEPOLE PINE TAKES FOR 15 GAL.-3~' BOX TREES, SET STAKES OUTSIDE ROOTBALL. ANGLE TOP OF STAKE AWAY FROM BRANCH STRUCTURE. SECTONVIEW 0 TREE TRUNK 0 1X4 DOUG. FIR BRACE. TACK TO LODGEPOLE STAKES WITH GALV. NAILS 0 TREE ROOT BALL (DO NOT PENETRATE WITH STAKE) 0 ARBOR GUARD MODEL # AG 9-4 BY DEEPROOT GREEN INFRASTRUCTURE OR EQUAL. USE IN TURF CONDITIONS ONLY. PLAN VIEW NOTES: 1. INSTALL TREE TIES AND STAKES ONLY TO PROPER LEVEL TD HOLD TREE UPRIGHT. PROPER HEIGHT IS 6" ABOVE POINT WHERE THE TREE WILL SNAP TO AN UPRIGHT POSITION BY ITSELF IFTOP IS PULLED TO ONE SIDE AS IF WIND LOADED AND THEN RELEASED. DD NOTTDP TREES IN ORDER TD REDUCE SIZE DR WEIGHT OF TREE CROWN, CONTACT LANDSCAPE ARCHITECT PRIOR TD ANY PRUNING OF TREES. TREE STAKING 5 GAL. THRU 36" BOX CONNECTOR STAKES ~------i111 ISOMETRIC VIEW 12'' (305 MMIALUMINUM STAKES TO LOCK INTO PERFORMED LOOPS ON THE EDGING NOTTO SCALE SIDE VIEW NOTES: 1. INSTALL PER MANUFACTURER'S "INSTALLATION GUIDELINES". 2. 8'-0" \2.44 M) SECTIONS TO INCLUDE (3) 12" (305 MM)ALUMINUM STAKES. 3, 16'-0' (4.88 M) SECTIONS TO INCLUDE (Bl 12' (305 MM)ALUMINUM STAKES. 4. CORNERS: NOTCH BASE ONLY AND FORM A CONTINUOUS CORNER. 5, PERMALOC PERMASTRIP AS MANUFACTURED BY PERMALOC CORPORATION. 6. DO NOT SCALE DRAWING. 7. ALUMINUM EDGING TO BE 3/16" X 3112", FINISH TO BE MILL FINISH-NATURALALUMINUM ALUMINUM EDGING AT DECOMPOSED GRANITE PAVING AND TURF NOTTO SCALE ' l ~ 0 0 7 TREE TRUNK TO BE EQUIDISTANT FROM 0 PLASTIC ROOT BARRIER: 24-INCH 0 CURB/GUTTER (TYP.) BOTH ENDS OF ROOT BARRIER MIN. DEPTH ADJ. TO SIDEWALK PLASTIC ROOT BARRIER: BACKFILL MIX 24-INCH MIN. DEPTH ADJ. FINISH GRADE TO BE 3" BELOW TOP 0 0 TO CURB OF CURB HEIGHT TO ALLOW FOR MULCH MATERIAL. SIDEWALK (TYP.) 2 SECTION VIEW ~ ROOTBALL 0 NATIVE SOIL 4 3 • • 10'-0" 10'-0" PLAN VIEW NOTES; 1. ROOT BARRIER SHALL BE INSTALLED IN A LINEAR FASHION PARALLEL TO EDGE OF HARDSCAPE (DON'T ENCIRCLE ROOTBALL) -20 FEET MIN. LENGTH EACH TREE. 2. TOP OF ROOT CONTROL BARRIER SHALL BE 1 INCH ABOVE FINISH GRADE (MIN.). 3. ROOT BARRIER SHALL BE INSTALLED WITH RAISED ROOT DIVERTERS FACING TOWARD THE TREE ROOTBALL. 0 TREE ROOT BARRIER NOTTO SCALE Q DECOMPOSED GRANITE TO BE PLACED TO A DEPTH OF 3". L!J COLOR TO BE PEWTER GREY AND STABILIZED. AVAIL. THRU KRC ROCK, PH. 760-744-1036. INSTALL IN MULTIPLE 1112" LIFTS, SOAK THROUGHLY WITH WATER, COMPACT WITH A HEAVY WATER ROLLER, OR VIBRATING PLATE COMPACTOR. AFTER SOAKING WITH WATER, ITS BEST TO LET THE MATERIAl SIT FOR 8 HOURS PRIOR TO COMPACTING. IT] CLASS II BASE, 95% COMPACTION 0 NATIVE SOIL, 95% COMPACTION 0 PEAGRAVELPAVING H 1-:,No"'T"'T"'o""s""cA'"'L"'E _________________________ _ APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. /~[P>~,ROVED COl~s=r~,l»CT;ON sE=r RCE __ _ REVIEWED BY: "AS BUILT" EXP. ____ _ DATE i ~·;.,· = .. ;,:=mr=··=· c==··=-::,=m•==· =· ·~====· =~==" INSPECTOR DATE l----+---+- 1 ''------------+----1----1---+----~ CITY OP~N~N~D~l~~BAD ~ ;::L=AN:::::D:::::S:::::C::::Af';:E:::::IM:::::P:::::R:;OV:::::E~M:::E:::::NT~PLA==:N:;S :;FO:::::R=: ======--====: DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL Explratfori Oats: 4130/23 DESIGNER Cf WORK OTHER APPROVAL CITY APPROVAL PLANNING OWN BY: CHKD BY: RVWDBY: ADAMS STREET HOMES JSS JSS 3745 ADAMS STREET, CARLSBAD, CA PLANTING DETAILS 11/ . ) V PROJECT NO. LPC2022-0001 CDP2020-0043 PLOT DATE: 418122 DRAWING NO. 534-5L 2021-07-1 :t._Cansbad Title Block....v2021. vwx PLANTING NOTES 1. LANDSCAPE CONTRACTOR SHALL RECEIVE THE SITE WITHIN PLUS OR MINUS .10 FEET OF FINISH GRADE. RAISED PLANTERS ARE EXEMPT FROM THIS STANDARD. 2. THE PLANTING PLANS ARE DIAGRAMMATIC. MINORADJUSTMENTS IN PLANT LOCATIONS MAY BE MADE AT THE DISCRETION OF THE LANDSCAPE ARCHITECT. 3. THE LANDSCAPE CONTRACTOR WILL COORDINATE HIS WORK WITH THE OTHER TRADES AND MAINTAIN SITE DRAINAGE DURING CONSTRUCTION. 4. PLANT QUANTITIES AND AREAS SHOWN ON LEGENDS ARE FOR CONTRACTOR'S CONVENIENCE IN ESTIMATING ONLY. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANT MATERIALS AS GRAPHICALLY REPRESENTED WITHIN THESE DRAWINGS. 5. LANDSCAPE ARCHITECT, OWNER, OR OWNER'S REPRESENTATIVE SHALLAPPROVE FINAL PLACEMENT OF ALL TREES, SHRUBS, AND VINES PRIOR TO PLANTING. 6. TREE AND SHRUB PITS 15 GALLONS OR SMALLER SHIALL BE TWO TIMES ROOTBALL DIAMETER WIDE AND EQUAL WITH ROOTBALL DEPTH. TREE AND SHRUB PITS FOR 20" BOX AND LARGER SHALL BE 1-112 TIMES ROOTBALL DIAMETER WIDE AND EQUAL WITH ROOTBALL DEPTH. 7. TREE STAKING SHALL BE DONE PER DETAIL C/13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TREE'S STABILITY DURING THE LENGTH OF THE GUARANTEE PERIOD. ALL STAKING MATERIALS SHALL BE REMOVED AT THE END OF THE 1-YEAR TREE GUARANTEE PERIOD. 8. ORGANIC AMENDMENT FOR THIS PROJECT SHALL BE FULLY COMPOSTED HUMUS, OR APPROVED EQUAL. 9. PLANTING BACKFILL MIX FOR ALL CONTAINER PLANTS. ON SITE SOIL FULLY COMPOSTED HUMUS GROW-POWER PLUS FERTILIZER AGRICULTURAL GYPSUM PREMIUM GREEN IRON BY GROW-POWER 5 CU. YDS. 1 CU. YDS. 6 LBS./C.Y. 4 LBS./C.Y. 1 LB.IC.Y. NOTE: AMENDED BACKFILL MIX WITH NO MORE THAN 20% BY VOLUME ORGANIC MATTER SHALL BE PLACED IN UPPER 12" OF BACKFILL ONLY. SOIL BELOW THIS DEPTH SHOULD NOT CONTAIN ANY ADDED ORGANIC MATTER BECAUSE OF DISEASE AND OR ANAEROBIC SOIL CONDITIONS DEVELOPING 10. ALL PLANTS 1-GALLON SIZE OR LARGER SHALL RECEIVEAGRIFORM 21-GRAM 20-10-5 FERTILIZER TABLETS AT THE FOLLOWING RATES: 1-GALLON: ONE 5-GALLON: TWO 15-GALLON: THREE BOXED TREES: ONE PER 112" CALIPER PLACE TABLET 6-8" DEEP AND IN CONTACT WITH ROOTBALL. 11. ALL PLANTS INSTALLED FROM FLATS SHALL RECEIVE ONE AGRIFORM 5-GRAM 20-10-5 TABLET EACH, MIXED WITH A HANDFUL AMENDED BACKFILL 12. ALL PLANTS EXCEPT BOUGAINVILLEA PLANTED FROM CONTAINERS SHALL HAVE THEIR ROOTBALLS SCORED WITH A SHARP TOOL TOA DEPTH OF 1" IN THREE LONGITUDINAL INCISIONS AT LOCATIONS SPACED AROUND THE ROOTBALL BEFORE PLACING PLANT IN PLANTING HOLE. BOUGAINVILLEAS SHALL BE PLANTED WITH INTACT ROOTBALLS, BROKEN ROOTBALLS WILL BE NOT BE ACCEPTED. 13. ALLNURSERYTYING MATERIALS AND MARKING TAPES SHALL BE REMOVED AT THE TIME OF PLANTING. 14. STAKES SHALL BE REMOVED FROM VINES, THEN TRAINED TO WALL, POST, OR COLUMN PER PLANTING DETAIL. 15. CONTRACTOR SHALL VERIFY ALL PLANTINGAREASIZESAND THE EXTENT OF THEIR PLANTING. IF ANY DISCREPANCIES OCCUR, PLEASE BRING THESE TO THE ATTENTION OF THE OWNER AT THE TIME YOUR BID IS SUBMITTED. 16. ALL BOXED TREE PITS ARE TO BE EVALUATED FOR DRAINAGE. THE TEST CONSISTS OF FILLING THE PITS WITH WATER TO A DEPTH OF 12" TWO TIMES OVER A 48 HOUR PERIOD. IF THE WATER LEVEL HAS NOT MOVED DOWN AT LEAST 1/4" PER HOUR OR MORE, THE PLANTING PIT SHOULD BE CONSIDERED TO HAVE POOR DRAINAGE CHARACTERISTICS. THE CONTRACTOR IS TO CONTACT THE LANDSCAPE ARCHITECT AND A DRAINAGE PROGRAM WILL BE DEVISED FOR THE SITE'S SPECIFIC CONDITIONS. 17. THE FOLLOWING SHALL BE APPLIED FOR 1,000 SQ. FT. OF PLANTING AREAAND MECHANICALLY TILLED INTO THE SOIL TO A DEPTH OF 6" TO 8" FOR ALL LANDSCAPED AREAS WITH A SLOPE OF 3:1 OR LESS. THE CONTRACTOR SHALL USE THE FOLLOWING AMENDMENT SCHEDULE FOR BIDDING PURPOSES ONLY. A SOIL TEST SHALL BE MADE AS PART OF THIS CONTRACT, AND RECOMMENDED AMENDMENTS SHALL BE USED FOR ACTUAL INSTALLATION. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM SEVERAL REPRESENTATIVE LOCATIONS THROUGHOUT THE SITE IN ORDER TO PROVIDE A THOROUGH EXHIBIT FOR THE LABORATORY TO TEST AND EVALUATE. SOIL TESTING SHALL BE PERFORMED BY ASOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: ORGANIC CONTENT, NPK, PH, EC, SOIL TEXTURE (SILT,CLAY,SAND) AND RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZERS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TOANDAPPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. AGRICULTURAL GYPSUM AGRIFORM 18-18-6 FERTILIZER 100 LBS. 25 LBS. 10 LBS. PREMIUM GREEN IRON BY GROW POWER FULLY COMPOSTED HUMUS 4 CUBIC YARDS A. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR (4) CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOI LARE EXEMPT FROM ADDING COMPOST AND TILLING. B. PRIOR TO PLANTING OF ANY MATER>'.LS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FIEABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION. C. THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATER>'.LS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. 18. NO IRON SULFATE SHALL COME IN CONTACT WITH ANY MASONRY SURFACE. 19. SLOPE ALL PLANTING AREAS AWAY FROM BUILDING AT 2% MINIMUM FOR 5 FEET MINIMUM, WHERE APPLICABLE. ALL GRADING ON SITE SHALL HAVE POSITIVE SURFACE DRAINAGE (2% MINIMUM GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. 20. LAWN AREAS SHALL HAVE A MAXIMUM SLOPE INCLINE OF 4:1, GROUND COVER TO BE 2:1 UNLESS OTHERWISE NOTED. 21. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND SERVICES PRIOR TO ANY DIGGING. CONTIRACTORASSUMES FULL RESPONSIBILITY FOR ALL DAMAGE CAUSED BY FAILURE TO DO SO. 22. ANY SUBSTITUTIONS MUST BE APPROVED IN WRITING BY LANDSCAPE ARCHITECT. 23. GROUND COVER IS NOT SHOWN UNDER SHRUBS FOR GRAPHIC CLARITY. GROUND COVERS ARE TO BE PLANTED WITHIN ALL SHRUB DRIP LINES UNLESS OTHERWISE NOTED. 24. PRIOR TO PLANTING, THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL. ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED IMMED>'.TELY AFTER PLANTING AND APPLICATION OF FERTILIZER. 25. LANDSCAPE CONTRACTOR SHALL REMOVE ALL EXISTING VEGETATION, TRASH, CLIPPINGS, ROCK, AND OTHER DEBRIS FROM THE SITE AND DISPOSE OF IT AT AN APPROVED DISPOSAL SITE. ADDITIONALLY, THE CONTRACTOR SHALL RAKE AND FINE GRADE ALL AREAS TO BE PLANTED PRIOR TO THE COMMENCEMENT OF PLANTING OPERATIONS. 26. ALL TREES PLANTED WITHIN 5' OF FLATWORKAREAARE TO HAVE A DEEP ROOT BARRIER INSTALLED, SEE DRAWINGS FOR LOCATIONS. BARRIER TO BE BY DEEP ROOT CORPORATION, MODEL UB-24-2, INSTALL PER MANUFACTURER'S SPECIFICATIONS. SEE DETAIL D/13. 27. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS MADE NECESSARY THROUGH THE ACTIONS OR NEGLIGENCE OF HIS OR HER CREW. 28. ALL PLANTED AREAS ARE TO HAVE A 3" LAYER OF GORILLA HAIR MULCH (DERIVED FROM RECYCLED REDWOOD) FOR ALL PLANTER BEDS WITH TREESAND SHRUBS, 1" DEPTH FOR AREAS PLANTED WITH GROUND COVER. ONLY AREAS HAVINGA2:1 OR GREATER SLOPE CONDITION AND AREAS INDICATED AS BEING LAWN, DECOMPOSED GRANITE GROUND COVER,AND ROCK COBBLE GROUND COVER ARE EXEMPT FROM THIS MULCHING PROGRAM. DO NOT MOUND MULCH DIRECTLY AROUND PLANT TRUNK, LEAVE AN AREA OF APPROXIMATELY 3" BARE AROUND BASE OF ALL TREES AND SHRUBS. THE CONTRACTOR IS TO SUBMIT A SAMPLE OF THE MULCH MATERIAL FOR APPROVAL BY THE OWNER OR LANDSCAPE ARCHITECT IF HE IS RETAINED TO PROVIDE CONSTRUCTION ADMINISTRATION SERVlCES. 29. IF IMPORTED SOILIS REQUIRED TO BUILD THE LANDSCAPE MOUNDS, FIRST SPREAD A 6" LAYER OF TOPSOILATOP THE E)jSTING GRADE THE MOUND IS TO BE PLACED UPON AND TILL INTO THE EXISTING SITE SOIL. AFTER THE TWO SOILS HAVE BEEN MIXED THOROUGHLY, YOU MAY THEN CONTINUE BUILDING THE MOUNDS TO THE SPECIFIED HEIGHTS AND FORM. SEE SPECIFICATIONS FOR IMPORTED SOILS, SECTION 02900, 2.5. 30. GUARANTEE: ALL TREES FOR ONE YEAR, SHRUBS FOR NINETY DAYS, AND GROUND COVERS AND LAWN FOR THIRTY DAYS. 31. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL GENERAL PLANTINGS FORA PERIOD OF 30 DAYS. 32. THE MAINTENANCE PERIOD SHALL INCWDE THE FOLLOWING SCOPE OF WORK A. REQUIRED WATERING TO MAINTAIN HEALTHY PLANTS. B. REMOVAL OF WEEDS FROM LAWN GROUND COVER AND ANY SHRUB BEDS. C. REPLACEMENT OF ANY DEAD, DYING, OR DAMAGED TREES, SHRUBS, AND GROUND COVER. D. FILLING AND REPLANTING ANY LOW AREAS WHICH RETAINED STANDING WATER THUS CAUSING PLANT DAMAGE OR FAILURE E. ADJUSTING OF SPRINKLER HEAD HEIGHTS AND WATERING PATTERNS TO INSURE HEAID TO HEAD COVERAGE F. FILLING AND RECOMPACTION OF ANY ERODED AREAS. G. WEEKLY REMOVAL OF ALL TRASH, LITTER, CLIPPINGS, AND FOREIGN DEBRIS. H. MOWING AND TRIMMING OF ALL TURF AREAS. TURF IS NOTTO EXCEED 3" IN HEIGHT BEFORE MOWING OPERATIONS. COLLECT GRASS CLIPPINGS DURING MOWING OPERATIONS AND REMOVE FROM SITE. I. AT THIRTY DAYS AFTER PLANTING, ALL PLANTED AREAS WITH (OVERHEAD IRRIGATION) IS TO BE FERTILIZED WITH 20 LBS OF GROW POWER 5-3-1 OR EQUAL PER 1000 SQ. FT. IF (DRIP IRRIGATED) APPLY MIRACLE GROW PER 1000 SQ. FT. OF AREA PER MANUFACTURERS SPECIFICATIONS. 33. PRIOR TO THE END OF THE MAINTENANCE PERIOD, THE LANDSCAPE CONTRACTOR SHALL CONTACT THE OWNER TO ARRANGE A FINAL WALK THROUGH. OWNER MUST ACCEPT ALL MAINTAINED AREAS IN WRITING BEFORE THE MAINTENANCE PERIOD CAN BE CONSIDERED COMPLETE. 34. ALL BOXED TREES AND FIELD GROWN TREES SHALL BE APPROVED BY THE OWNER OR LANDSCAPE ARCHITECT PRIOR TO DELIVERY TO THE PROJECT SITE. 35. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE. 36. ALL TREES SHALL HAVE A STRAIGHT TRUNKAND FULL HEAD AND MEET ALL REQUIREMENTS SPECIFIED. 37. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (1) TO VERIFY THE LOCATIONS OF UTILITY LINES ADJACENT TO THE WORK AREA, (2) TO PROECT ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD, AND (3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC., WHICH MAY OCCUR ASA RESULT OF THE CONSTRUCTION. 38. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT QUANITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. DO NOT DEPEND ON THE PLANT COUNTS STATED WITHIN THE PLANT LEGEND WHEN BIDDING THIS PROJECT. 39. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS. 40. ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 41. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICIATIONS ONLY AND SHALL CONSTITUTE MINIUM QUALITY REQUIREMENTS FOR ALL PLANT MATERIALS SPECIFIED TO BE USED ON THIS PROJECT. 42. ALL AREAS PLANTED WITH ROOTED GROUND COVERS FROM FLATS, SOD AND 2" PLUGS, GRASSES PLANTED FROM 2" LINERS AND ARE IRRIGATED BY DRIPPER TUBING ONLY ARE TO BE HAND WATERED ON A DAILY BASIS IN ORDER TO KEEP THE SOIL SURROUNDING THE PLANT ROOTS ADEQUATELY MOIST UNTIL THE PLANT ROOTS HAVE HAD ENOUGH TIME TO MATURE. THIS PROGRAM SHOULD TAKE PLACE FORA PERIOD OF THIRTY (30) DAYS, ONCE A DAY MINIMUM AND POSSIBLY MORE DEPENDING ON WEATHER AND SOIL CONDITIONS. AT THIRTY (30) DAYS, THE CONTRACTOR IS TO ASSESS THE MATURITY OF THE PLANT'S ROOT STRUCTURE AND DETERMINE IF THEY CAN MAKE CONTACT WITH THE WATERING ZONE OFFERED BY THE □RIPPER TUBING IRRIGATION SYSTEM. SHOULD IT THEN BE DETERMINED THAT MORE TIME IS NECESSARY FOR THE ROOTS TO REACH THE DRIPPERLINE WET ZONE, THE CONTRACTOR IS TO CONTINUE WATERING THESE PLANTS UNTIL HE HAS FULL CONFIDENCE THAT THE PLANTS CAN SURVIVE WITHOUT ADDITIONAL WATERING BEYOND WHAT IS PROVIDED BY THE DRIP IRRIGATION SYSTEM INSTALLED. 43. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE PROJECT'S SPECIFICATION MANUAL PRIOR TO BIDDING THIS PROJECT. THE PROJECT SPECIFICATIONS ARE TO BE MADE A PART OF THESE PLANS. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING ALL WORK AS SPECIFIED WITHIN THE LANDSCAPE SPECIFICATION MANUALANDAS DEFINED WITHIN THESE LANDSCAPE DRAWINGS. 44. ALL WORK CALLED FOR ON THESE DRAWINGS BY NOTES OR DETAILS SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. WHEN AN ITEMS IS SHOWN ON THE PLANS, BUT NOT ADDRESSED WITHIN THE SPECIFICATIONS OR VISE VERSA, IT SHALL BE DEEMED TO BE SHOWN ON BOTH. THE LANDSCAPE ARCHITECT SHALL HAVE FINAL AUTHORITY FOR CLARIFICATION IN ALL INSTANCES. 45. SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: a. STANDARD 1 -COVER CROP/REINFORCED STRAW MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS,AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BE APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. b. STANDARD 112 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TD PROVIDE FULL COVERAGE WITH IN ONE YEAR). c. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM 1-GALLON SIZE CONTAINER) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). d. STANDARD #4-TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS)AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. SLOPES -6:1 OR STEEPER AND: a. 3' OR LESS IN HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. b. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARD #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP). /12AND#3. c. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OFA COVER CROP), 112, #3, AND #4. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: a. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. b. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. c. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. · WEED ERADICATION NOTES A. PRIOR TO ANY NEW PLANTING OPERATIONS TAKING PLACE WITHIN THE WORK AREA LIMITS OF THIS PROJECT, ALLANNUALAND PERENNIAL WEEDS ARE TO ERADICATED. B. THE APPLICATION OF HERBICIDES USED IN THE PROCESS OF ELIMINATING ALL NOXIOUS WEEDS AND POORLY PERFORMING ORNAMENTAL TURF AREAS WITHIN THE LIMITS OF THIS PROJECT SHALL BE DONE BY A STATE LICENSED APPLICATOR FOR THE SPECIFIC HERBICIDES BEING APPLIED. APPLICATION OF THESE PRODUCTS WILL ADHERE TO ALL CURRENT STATE STANDARDS RELATING TO THE STORAGE AND APPLICATION PROCEDURES. C. THE WEED-ABATEMENT PROGRAM IS NOT TO COMMENCE UNTIL THE ENTIRE IRRIGATION SYSTEM HAS BEEN REPAIRED AND CONFIRMED TO BE REMOTELY OPERABLE AND PERFORMING PER THE INTENT OF THE ORIGINAL IRRIGATION DESIGN LAYOUT AND INSTALLATION STANDARDS. PRIOR TO THE WEED ABATEMENT PROGRAM BEGINNING, ALL PLANTING AREAS WITHIN THE LIMITS OF THIS PROJECT ARE TO BE WATERED FOR A PERIOD OF 30 DAYS TO ENCOURAGE ADDITIONAL PLANT GROWTH. WAIT (2) DAYS AFTER THE WATERING PROGRAM AND THEN PROCEED WITH STEP 'D'. D. REMOVE AND DISPOSE OF ALL EXISTING ANNUAL WEEDS, GRASSES AND ORNAMENTAL TURF WHERE INDICTED. THE TURF AND ANY PERENNIAL WEEDS SHALL BE SPRAYED WITH A SYSTEMIC HERBICIDE AND THEN WAIT FORA PERIOD OF TIME DEFINED BY THE MANUFACTURER FOR A COMPLETE KILL TO TAKE PLACE. TYPICALLY THIS is BETWEEN 7 AND 14 DAYS DEPENDING ON CURRENT WEATHER CONDITIONS. E, REMOVE ANY REMAINING WEEDS AND TURF AND THEN FERTILIZE ALL PLANTER BEDS AND LAWN AREAS WITH AMMONIUM SULFATE AT A RATE OF 5 LBS/1000 S.F. AND AS NECESSARY TO GERMINATE ALL RESIDUAL WEED SEED OR GRASSES THAT MAY REMAIN. WATER FORA PERIOD OF 30 DAYS. F. IF ANY PERENNIAL WEEDS OR GRASSES REAPPEAR, APPLY APPROVED SYSTEMIC HERBICIDE OVER THE AFFECTED AREAS. IF ANY ANNUAL WEEDS APPEAR, APPLY APPROVED CONTACT HERBICIDE OVER THESE AFFECTED AREAS. DO NOT IRRIGATE FOR A MINIMUM OF 2 DAYS FOLLOWING THE APPLICATION OF THE SYSTEMIC AND CONTACT HERBICIDES. WATER ALL PLANTER BEDS AND TURF AREAS FOR ANOTHER 30DAYS. G. REMOVE ALL REMNANTS OF DEAID WEEDS AND TURF AND IF IN THE OPINION OF THE LANDSCAPE CONTRACTOR THEY FEEL A COMPLETE WEED KILL HAS TAKEN PLACE, THEY MAY PROCEED WITH THE SOIL PREPARATION AND FINE GRADING PROCESS REQUIRED PRIOR TO BEGINNING THE PLANTING PHASE. IF THE CONTRACTOR FEELS A THIRD APPLICATION IS REQUIRED, THEN REPEAT PROCESS DEFINED WITH IN NOTE 'F'. APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" [ .. ---= . ·: . r= . C' ,. ·-• . • - I Ja\PPR.UVED RCE __ _ EXP.----DATE I (/ .· · J " •. · • • .· . rr -.. ., •· , _-,, ,i= , I-~• .. ~· ' - IL::~~=-·= = REVIEWED BY: INSPECTOR DATE /i\ ~ CITY OF CARLSBAD ~ l---+----1-----------------+---+---t----st---l ~ PLANNING DIVISION ~ DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL Expiration Da'9: 4130/23 DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL ~L=A=N::::D:;SC;:A;,P_:;E::IM:::P::::RO:;V:::E;M:::;E:::NT~PLA:::::N:::;S:::F:;0;:R:=====::::::.:::::===; ADAMS STREET HOMES APPROVEDA PLANNING DWN BY: CHKDBY: RVWDBY: JSS JSS 3745ADAMS STREET, CARLSBAD, CA PLANTING NOTES ./',, I l}f l _, . 'J PROJECT NO. LPC2022 -0001 CDP2020-0043 PLOT DATE: 4/8/22 DRAWING NO. 534-5L 2021-07-12 .. Carlsbad Tifle Block,_v2021.vwx ADAMS RESIDENCES 518/21 {'city of Carlsbad WELO WORKSHEETS LANDSCAPE MANUAL APPENDIX E P-25(C) Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov WATER EFFICIENT LANDSCAPE WORKSHEET This worksheet is filled out by the project applicant and it is a required element of the Landscape Documentation Package. HYDROZONE INFORMATION TABLE Please complete the hydrozone table(s) for each hydrozone. Use as many tables as necessary to provide the square footage of landscape area per hydrozone. Controller Hydrozone• Zone Irrigation Plant Hydrozone % of Total # or Method** Type/Factor*** Area (Sq. Ft) Landscaped Valve IPFI Area N/A MWU NIA DRIP .50 1,344 10 NIA LWU NIA DRIP .30 2 643 20 NIA LWU NIA SPRAY .30 8,876 69 NIA LWU NIA NO IRRI. .00 32 1 Total 100% *Hydrozone VLW -Very Low Water Use Plants LW -Low Water Use Plants **Irrigation Method MS = Micro-spray S = Spray *""Plant Factor from WUCOLS Ill or list as water feature as appropriate MW-Moderate Water Use Plants HW-High Water Use Plants R =Rotor B= Bubbler D= Drip O = Other MAXIMUM APPLIED WATER ALLOWANCE A landscape project subject to the Water Efficient Landscape Ordinance shall include the MAWA for the plans, including the calculations used to determine the MAWA. A landscape project shall not exceed the MAWA. The MAWA for a landscape project shall be determined by the following equation: MAWA = (ETo)(0,62)[(0,7 x LA) + (0.3 x SLA)] The abbreviations used in the equation have the following meanings: MAWA Maximum Applied Water Allowance in gallons per year. ETo Evapotranspiration in inches per year. 0.62 Conversion factor to gallons per square foot. 0.7 ET adjustment factor (ETAF) for plant factors and irrigation efficiency. LA Landscaped area includes special landscaped area in square feet. 0.3 The additional ET adjustment factor for a special landscaped area (1.0 -a. 7 = 0.3) SLA Special landscaped area in square feet. Show Calculation: = (40.0) (0.62) [(.55X12,895)] = (24.8) (7,092) = 175,882 MAXIMUM APPLIED WATER ALLOWANCE = ___ 1_75_,8_8_2 ___ GALLONS PER YEAR Hydrozone Table for Calculating ETWU Please complete the hydrozone table(s). Use as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE ETWU Hydrozone Number (1 -5 with SLA Zone Below -use as many tables as necessa to com lete all h drozones Evapotranspiration Rate ETo • Conversion Factor (Step 1 x Step 2) Plant Factor (PF)"" (From WUCOLS) (VLW -HW 0.1-0.8 Area of Hydrozone (sq. ft. HA (Step 4 x Step 5) lrrtgation Efficiency IE**"' (Step 6 + Step 7) (Total All Step 8 + Total SLA s . ft. in Ste 5 (Step 3 x Step 9) Estimated Total Water Use in gallons per year (ETWU) -Total shall not exceed MAWA ETo* West of 1-5 = 40.0 Process Step No. Below 1 2 3 4 5 6 7 8 9 10 1 .50 1,344 672 .80 840 5,633 139,698 East of 1-5 and West of El Camino Real= 44.0 East of El Camino Real= 47.0 Applicant may provide a different ETo if supported by documentation subject to approval by the City Planning Division •• Plant Factor & Water Use 0. 1 = VLW -Very Low Water Use Plants 0.3 = LW -Low Waler Use Plants 0.5 =MW-Moderate Water Use Plants 0. 8 = HW-High Water Use Plants 2 3 40.0 0.62 24.8 .30 .30 2,643 8,876 793 2,662 .80 .70 991 3,802 .... ,1= Micro-spray= . 80 Spray= .55 Rotor= .70 Bubbler = . 75 Drip= .80 4 5 SLA Applicant may provide a different IE if supported by documentation subject to approval by the City Planning Division (Turf and Landscape Irrigation Best Management Practices, April 2005) - PROPERTY LINE / I I I LIMJ s 'L s LWU $, ,L s ~iju I --I .._-....... / ;!I, '\ • I I I I \ \ • \ / \ I '--" --1 / I SHIPPING I \ I , PROPERTY LINE ' X \ I &I I I -PROPERTY LIN \ I I I I I I I I x--x-- -- ::;:•,,.· II ' ~·-f!i'. ,:#-~l6 • J--91---\\--- ----Jtt~ri:--t-- urban ssl11n' plsnn(n11 ~, --\- ■ ■ ■ 2725 Jefferson elreet. eulle 15b carlsbad, ca 112000 phone: 760.720.9337 fax: 760.720.9505 e I Expiration Data: 4130/23 I : 1 • '. \ ' : \ i I i I f I I G) to I' :,; I, I\ I I w \ \ :e ' I :. I :e ROPERTY LINE l G')', 'm G) G) ' I \ I :e G) I :. I rn.~.z.,cs ==•-~ 20 o 10 20 ~ i I SCALE: 1" = 20'-0" -·-=""-" --- 40 I HYDROZONE DATA LEGEND SYMBOL =·~-- 80 I FEET DESCRIPTION HIGH WATER USE, DRIP IRRIGATION • OOS.F. • .BO PLANT FACTOR (PF) HIGH WATER USE• STREAM ROTOR IRRIGATION • 00 S.F, • .BO PLANT FACTOR (PF) MEDIUM WATER USE· DRIP IRRIGATION • 1,344 S.F. • .50 PLANT FACTOR (PF) MEDIUM WATER USE• STREAM ROTOR IRRIGATION • 00 S.F. • .50 PLANT FACTOR (PF) LOW WATER USE• DRIP IRRIGATION • 2,643 S.F. • .30 PLANT FACTOR (PF) LOW WATER USE, STREAM ROTOR IRRIGATION • 8,B76 S.F. • .30 PLANT FACTOR (PF) LOW WATER USE, NO IRRIGATION • 32 S.F. • .00 PLANT FACTOR (PF) ~ 5 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD L!rJ PLANNING DIVISION 6 LANDSCAPE IMPROVEMENT PLANS FOR: ADAMS STREET HOMES 3745 ADAMS STREET, CARLSBAD, CA WATER CONSERVATION PLAN f----+----+-------------+----+--l--+---1 l""-P_R_ov_ED_.,A~~~◄«~t.•!:.l.,?CJ(L_~~~••~••~· ==---- f----+---+-------------------1----1-----1----1----1 _PLANNING ~ ::;;D::::W::::N::::B==Y,==::;;JS;;:;S:=::;-;:::===PR=o=JE=c=T=N=o.==::::;-;=o=RA=w=1N=G=N=o~. CHKD BY: JSS LPC2022-0001 534-SL RVWD BY: CDP2020 -0043 DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL PLOT DATE: 418/22 2021-07-12_Carlsbad lifle Black_v2021.vwx PROPERTY LINE .'l,0 to m ..; m - 0 "' "' ? "" N z I I ) I f "' ,-- 1 I SHIPPING CONTAII\ER "' ' \ " I I I \ \ ~ ......,_ ----------------,.. \'-"='----11 \ / I \ 1 ,1hs mas,rnssam;e;====='< " i en □ ~"--"~~L ~~~~b~~ I f------- \ \ L --~-PROPERTY LIN -- x''N 61'47'5 E '..16.89'x' '--X -N.- ~HINUSTEREBINTHEFOLIUS -_\ -,--- MASS COLONY TRUNCK SIZES RANGE NO TRUNK SIZES LARGER THAN 12" TO BE REMOVED I I I I I PROPERTY LINE I , j ' ' ' ' \ 1--- \ \ _J X 0 j \ \ ~ ( I X I • ' • I / I : G> rl PHOENIXCANARIENSIS EXISTING TREE -+ii-+,f-r--+-m"'rl-Sa BTH TREE TO BE REMOVED ,._ SCHINUS TEREBINTHEFOLJUS [ "--MASS COLONY TRUNCKSIZES RANGE J NO TRUNK SIZES LARGER THAN 1Zr TO BE REMOVED I I I I I I PROPERTY LINE PHOENIX CANARIENSIS EXISTING TREE 4aBTH TREE TO BE REMOVED PHOENIX CANARIENSIS EXISTING TREE 30' BTH TREE TO BE REMOVED ' PHOENIXCANARIENSIS l EXISTING TREE • 45' BTH -TREE TO BE REMOVED G > PHOENIXCANARIENSIS -, EXISTING TREE 40' BTH ; : TREE TO BE REMOVED m x----; ~~~~~~--1 D / ~ PHOENIXCANARIENSIS ! / EXISTINGTREE / 5S' ,G> 35'BTH / 1" I \ / ' TREE TO BE REMOVED ✓ I • • . • PHOENIX CANARI ENSIS EXISTING TREE 45' BTH TREE TO BE REMOVED PHOENIX CANARIENSIS EXISTING TREE 35' BTH TREE TO BE REMOVED : ,~+--/ r. .,· urba'ri .. °d'ael~n .,..,, -,,"· ·. planning • • • 2725 Jefferson street, sulle 15b cerlsl>sd, c:a 92009 phone: 760.720.9337 fax: 7BD,721l.9505 Expiration Dsta: 4/30/23 16 0 8 16 32 64 ~~I I __ I I SCALE: 1116"= 1 '-0" FEET APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE l----+---+-------------1---+---+----+----I ~ CITY qtN~Nt~l~~BAD 1------1--+----------------t----+--+-----1----1 LANDSCAPE IMPROVEMENT PLANS FOR: ADAMS STREET HOMES 3745 ADAMS STREET, CARLSBAD, CA TREE SURVEY PLAN 1----+---+--------------+---+---+---+---t IA-PP-RO-VE~~"'-".....l:a-.!'""''"~'-..:.4:..v-~~="""'---- 1------1--+----------------t----+--+-----I----I .PLANNING ~ l------l--+----------------t----+--+-----1----1 ~o=w=N==BY=: ===;J;;:;SS~:;-;:::_ ~=-=-=-=---=P=Ro=J=Ec=T=No=.====-a:;-~=-=□-R=A-=W-=IN-=G-=N-0==:.~ CHKD BY: JSS LPC2022-0001 534-5L RVWD BY: CDP2020 -0043 DATE INITIA, DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIA, OTHER APPROVA, CITY APPROVAL PLOT DATE: 4/8122 2021-07-12_Ca~sbad TIHe Block_ v2D21. vwx