The URL can be used to link to this page

Home My WebLink AboutDWG 529-9M; CT 16-07; MARJA ACRES - ONSITE RESIDENTIAL; 01-59~ 0 f-I (f) fC- ;;;! f-z w 0 (f) w 0:: "' N 0 • 0:, -:'.J <( f-z w 0 (f) w 0:: w f--- (f) z 0 • 0 y (f) 0 y I 0 0:: <( 0 z :5 -0 9 0:, N 0 • 0:, -en PLANS PREPARED FOR KB MARJA ACRES 248 LLC. 9915 MIRA MESA BLVD. SUI TE 100 SAN DIEGO. CA 92131 858-877-4267 PLANS PREPARED BY: GMP 3176 LIONSHEAD AVE. SU ITE 102 CARLSBAD. CALIFORNIA 92010 858.558 8977 www.gmplandarch.com LANDSCAPE ARCHITE CTURAL PLANS FOR MARJA ACRES -ON SITE RESIDENTIAL KB MARJA AC R ES 248 LLC . GENERAL CONDITIONS SHORT FORM PROTECTION OF LIFE AND PROPERTY 1. CONTRACTOR SHALL PROTECT ALL CONSTRUCTION AND LANDSCAPING FROM DAMAGE AND. WHEN REQUIRED. PROVIDE GUARDS OR COVERING . ANY DAMAGE SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. CONTRACTORS ON TH E JOB SHALL CARRY TH E FOLLOWING INSURANCE (A) WORKER'S COMPENSATION. (B) PUBLIC COMPREHENSIVE GENERAL LIABILITY. AND (C) PROPERTY DAMAGE. IN AN EMERGENCY THREATENING TH E SAFETY OF LIFE. WORK OR ADJOINING PROPERTY. THE CONTRACTOR IS HEREBY INSTRUC TED TO ACT AT HIS DISCRETION TO PREVENT SUCH LOSS OR INJURY AND SHALL MAINTAIN THE FOLLOWING MINIMUM LIABILITY INSURANCE COVERAGE DURING THE CONTRACT PERIOD. COVERAGE AUTOMOBILE & VEHICLE $1.000,000 PER OCCURRENCE BODILY INJURY: $1 ,000,000 PER INDIVIDUAL. PER OCCURRENCE PROPERTY DAMAGE $2,000,000 PER OCCURRENCE. AGGREGATE 2. THE CONTRACTOR SHALL CAUSE TO BE NAMED AS ADDITIONAL INSURED IN SUCH CONTRACTOR'S PUBLIC LIAB ILITY. CONTRACTO R'S PROTECTIVE LIABILITY AND AUTOMOBILE LIABILITY INSURANCE POLICIES THE FOLLOWING: (A) KB MARJA ACRES 248 LLC . 9915 MIRA MESA BLVD, SUITE 100 SAN DIEGO. CA 92131 , (B) GILLESPIE MOODY PATTERSON .• 3176 LIONSHEAD AVE. SUITE 102. CARLSBAD. CALIFORNIA 92010. CONTRACTOR WILL PROVIDE C.G. 2020 11185 ENDORSEMENT 3. CONTRACTOR SHALL NOT CAUSE THIS POLICY TO BE CANCELLED OR PERMIT IT TO LAPSE. ANO THE INSURANCE POLICY SHALL INCLUDE A CLAUSE TO THE EFFECT THAT THE POLICY SHALL NOT AT ANY TIME DURING THE CONSTRUCTION PER IOD. BE CANCELLED OR REDUCED. RESTRICTED OR LIM ITED UNTIL FIFTEEN (15) DAYS AFTER ALL ADDITIONAL INSUREDS HAVE RECEIVED WRITTEN NOTICE AS EVIDENCED BY RETURNED RECEIPTS OF REGISTERED OR CERTIFIED LETTERS. 4. THE CONTRACTOR AGREES TO HOLD THE OWNER AND LANDSCAPE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING OUT OF HIS OPERATIONS OF ANY OF HIS SUB CONTRACTORS. MATER IAL SUPPLIES. OR AGENTS. 5. ALL LOCAL. MUNICIPAL AND STATE LAWS. RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY IN CORPORA TED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR 6. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. STRUCTURES . AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES. STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER OR LANDSCAPE ARCHITECT. 7. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES ANO FEATURES TO REMAIN ON. ANO ADJACENT TO. THE PROJ ECT SITE DURING CONSTRUCT ION. CONTRACTOR SHALL REPAIR. AT HIS OWN EXPENSE. ALL DAMAGE RESULTING FROM HIS OPERATIONS OR NEGLIGENCE . 8. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 9. PERMITS FOR ANY CONSTRUCTION DEPICTED IN THESE PLANS SHALL BE OBTAINED BY THE CONTRACTOR 10. CONTRACTOR SHALL HAVE A VALID CONTRACTORS LICENSE REQUIRED FOR THE PARTICULAR WORK BEING DONE. CONTRACTOR SHALL NOT ALLOW THE LICENSE(S) TO LAPSE DURING THE CONTRACT PERIOD. LANDSCAPE INSPECTION NOTES A) A SITE INSPECTION SHALL BE PERFORMED BY THE RESPONSIBLE LANDSCAPE ARCHITECT TO CERTIFY COMPLIANCE WITH TH E APPROVED EROSION CONTROL-LANDSCAPE PLAN. WRITTEN CERTIFICATION TO THE BUILDING DIRECTOR SHALL CERTIFY THAT THE SOILS. ADDITIVES AND AMENDMENTS. WEED CONTROL. PLANTING OF THE SLOPES AND INSTALLATION OF THE IR RIGATION SYSTEM COMPLIES WITH TH E APPROVED EROSION CONTROL-LANDSCAPE PLAN. CERTIFICATION SHALL BE SUBMITTED AND APPROVED PRIOR TO CALLING FOR FINAL INSPECTION. 1) THE LANDSCAPE ARC HITECT CERTIFICATION SHALL CONTAIN A STATEMENT AS TO THE GROWING STOCK VIABILITY. WHENEVER CONTAINER GROWN PLANT MATERIAL IS INSTALLED. DIG ALERT CALIFORNIA STATE LAW SAYS YOU MUST CALL BEFORE YOU DIG. GOVERNMENT CODE SECTION 4216-42169 STATES THAT "EXCAVATION" GRADING. TRENCHING . DIGGING. DITCHING. DRILLING AUGURING . TUNNELING. SCRAPING. CABLE OR PIPE PLOWING. DRIVING . FOUNDATION DIGGING. LANDSCAPE DIGGING PLUMBING. FENC E POST OR ANY OTHER WAY. OUR PERMIT FOR DIGGING WILL NOT BE VALID WITHOUT A DIG ALERT TICKET NUMBER AND NOTIFICATION THAT THE MARKOUT HAS BEEN COMPLETED. THERE IS ALSO A 14-DAY WINDOW (SECTION 4216.(E)) IN WHICH YOU MUST COMPLETE THE PROPOSED DIGGING. IF YOU WILL NEED ADDITIONAL TIME BEYOND THE 14 DAYS. IT IS YOUR RESPONSIBILITY TO RECALL DIG ALERT DIG ALERT TOLL-FREE NUMBER IS 1-800-422-4133. HOLD HARMLESS AND INDEMNIFICATION CLAUSE CONTRACTOR AGREES THAT HE SHALL ASSUME SO LE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INC LUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND THAT TH E CONTRACTOR SHALL DEFEND. INDEMNIFY. ANO HOLD THE OWNER. THE CITY/COUNTY OF LOCAL JURISDICTION, AND THE LANDSCAPE ARCHITECT HARMLESS FROM ANY ANO ALL LIABILITY REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER. THE CITY/COUNTY OF LOCAL JUR ISDICTION. OR THE LANDSCAPE ARCHITECT TAKE PRECEDENCE DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LANDSCAP E ARCHITECT OF WORK FOR TH IS 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 THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFIN ED TO A REVIEW ONLY AN D DOES NOT RELIEVE ME. AS LANDSCAPE ARCHITECT 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. STORM WATER POLLUTION PREVENTION PLAN. FIRE PROTECTION PLAN. AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY ~0 -~__,.,,,.o~B s.,_,.Tllzi:l,,__,zA----- DA TE 05108123 FIRM NAME AND ADDRESS GILLESPIE MOODY PATTERSON 3176 LIONSH EAD AVE. SUITE 102 CARLSBAD. CALIFORNIA 92010 858.558.8977 WWWGMPLANDARCH.COM REGISTRATION NO. CA 4536 EXPIRATION DATE 12-24 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 THI S PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MA NUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS .. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER 05108123 DATE LA 4536 .;c12"-;:,-24,.....,~~ REGISTRATION NO EXP . DA IE : CITY OF CARLSBAD NOTES INSPECTION PROCEDURES: 1. INSPECTION OF THE PROJECT SHALL BE PERFO RMED BY TH E LANDSCAPE ARCHITECT OF THE WORK. OR HI S DESIGNATED AGENT REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. 2. FOLLOWING THE COMPLETION OF WORK. THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIF ICATION FORM". A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLIN G THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" eMAIL TO bp@dugmoredesignstudio.com LANDSCAPE INSPECTION REQUEST PHONE LINE: 760-436-7327 3. ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CAR LSBAD MUNIC IPAL WATER DISTRICT PIPE BETWEEN THE METER AND BACKF LOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER" APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND CALLING 760-438-2722 4. WATER SERVICE (POINT OF CONNECTION) INSTALLATION FOR LANDSCAPE SHALL BE IN PLACE AS REQUIRED TO COINCIDE WITH PLANTING TIMING SPECIFIED IN SECTION V 5. PRIOR TO BEGINNING LANDSCAPE WORK THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK ANO THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. MAINTENANCE RESPONSIBILITY ALL REQUIRED LANDSCAPE AREAS SHALL BE MAINTAINED BY THE OWN ER (INCLUDING PUBLIC RIGHT OF WAY). THE LANDSCAPE AREAS SHALL BE MAINTAINED FREE OF DEBRIS AND LITTER ANO ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION. DISEASED OR DEAD PLANT MATERIAL SHALL BE SATISFACTORILY TREATED OR REPLACED PER THE CONDITIONS OF THIS PERMIT THE LANDSCAPE AREAS SHALL BE MAINTAINED PER CITY OF CARLSBAD'S REQUIREMENTS NOTE: A. ALL WATER. SEWER. ANO GAS UTILITIES SHALL BE EFFECTIVELY SCREENED WITH PLANT MATERIAL AT THE TIME OF PLANT INSTALLATION. B. FINAL LANDSCAPE PLANS SHALL ACCURATELY SHOW PLACEMENT OF TREES. SHRUBS. AND GROUNDCOVERS C. LAN DSCAPE ARCHITECT SHALL BE AWARE OF UTILITY. SEWER. STORM DRAIN EASEMENTS AND PLACE PLANTING LOCATIONS ACCORDINGLY TO MEET CITY OF CARLSBAD REQUIREMENTS D. TH E PROJECT OWNER IS RESPONSIBLE FOR REGULAR IRRIGATION DURING TREE ESTABLISHMENT PERIOD-MINIMUM 2 YEARS OR UNTIL CITY STAFF DEEMS SUFFICIENT KEY MAP SHEET INDEX: SHEET TITLE SHEET CO NSTRUCTION PLAN CONSTRUCTION DETAILS CONSTRUC TION NOTES RECYC LE D WAT ER TIT LE SHEET IRRIGATION PLANS IRRIGATI ON LEGEND IRRIGATI ON CALCS IRRIGATION DETAILS IRRIGATION NOTES AND SP ECS PLANTI NG PLAN PLANTI NG LEGEND PLANTI NG DETAILS AND NOTES PLANTI NG SPE CS WATE R CONS ERVATION PLAN RECYCLE D WATER US E PLAN RW MAIN IMPROVEMENTS PLANS SHEET NUMBER 01 02 TO 13 14 TO 19 20 21 22 TO 29 30 TO 31 32 TO 33 34 TO 37 38 TO 39 40 TO 47 48 49 50 51 52 53 TO 59 CITY OF OCEANSIDE HIGHWAY 78 ¾;!Vo PROJECT SITE :\ ii §/ ,p<' / u oj -1< ROA CITY OF VISTA 0 C) \_, , e?o'l-'~--'-~J,--_____,---j-- :i'{i~=:.c--<~""'0~ ,, I PACIFIC OCEAN >'.,:...:---,,- ,;, VICINITY MAP SHEET 1.0. TS-01 LC-01 TO LC-12 LC-13 TO LC-18 LC -19 RWT-01 Ll-01 TO Ll-08 Ll-09 TO Ll-10 Ll-11 TO Ll-12 Ll-13 TO Ll-16 Ll-17 TO Ll-18 LP-01 TO LP-08 LP-09 LP-10 LP-11 WC-01 RWU -01 N.T .S, N.T,S_ AS BUILT NOTES en $ 0::: _J I < N C) N I w 0 +IRRIGATION AS-BUILT PLANS ARE REQU IRED TO BE SUBMITTED TO THE CITY ANO SHALL BE PREPARED AS REQUIRED BY THE ENGINEERING AND PLANNING DIVISIONS. THE FINAL PLANS SHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE · CONTRACTOR FINAL AS-BU il T PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY. AND FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED ANO APPROVED BY THE CITY PRIOR TO RELEASE OF SECURITIES "AS BUil T" TITLE DATE THE CITY OF CARLSBAD LANDSCAPE STANDARDS REQUIREMENTS SHALL TAKE PRECEDENCE OVER THE APPROVED LANDSCAPE PLANS. SHOULD A DISCREPANCY OCCUR BETWEEN ANY NOTES. SPECIFICATIONS. DETAILS. SITE CONDITIONS. OR OTHER SITUATION REGARDING THE INTERPRETATION OF CONSTRUCTION FROM THESE PLANS. THE CITY REPRESENTATIVE'S DECISION SHALL BE FINAL. NOTES: '-------------------------,--------------1 REVIEWED BY: LANDSCAPE WILL BE PROVIDED PER THE ATTACHED PLANS AND THE STANDARDS AND REQUIREMENTS NOTED ON THESE PLANS. PRIOR TO COMMENCEMENT OF BUILDING CONSTRUCTION. FINAL LANDSCAPE PLANS WILL BE PROVIDED INCLUDING PRECISE PLANTING. IRRIGATI ON. LANDSCAPE LIGHTING. CONSTRUCTION PLAN AND DETAILS. LANDSCAPE DRAINAGE, SPECIFICATIONS AND SAMPLES PER THE CITY OF CARLSBAD DESIGN GUIDELINES. + A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING & IRRIGATION ONLY. t PRIOR TO & FOR OCCUPANCY AND/OR SECURITY RELEASE THE LANDSCAPE ARCHITECT OF WORK SHALL REVIEW/INSPECT THE PROJECT AND PROVIDE A CERTIFICATION LETTER FOR RELEASE OF SECURITI ES. AN IRRIGATION SCHEDULE AND LANDSCAPE AND IRRIGATI ON MAINTENANCE SCH EDULE AND SOIL ANALYSIS AS REQUIRED BY THE CITY WATER ORDINANCE. +ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE A SEPARATE PERMIT UNDER THE CITY OF CARLSBAD SIGNAGE REV IEW PROCESS. + 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. APPROVED FOR IRRIGATION AND PLANTING ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREA SHEET 01 INSPECTOR DATE CARI.BEAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD 59 -PLANNING DIVISION -SHEETS TITLE SHEET TS-01 f- ~o 1sTsueM1TTAL 02-25-2021 \\t>SCA.o 1/IAI I!~ '--------------------+---+--f---------------------t-----j-----;-----i-------1 2ND SUBMITTAL , st re~... , r-Underground Service Alert .. MARJA ACRES ON-SITE RESIDENTIAL ["'. ® 8Cal1I: 1 ,RD SUBMITTAL , g m p DEVELOPERS NAME: KB HOME COASTAL INC. FINAL SUBMITTAL ::: ADDRESS: 9915 MIRA MESA BLVD. SUITE 100 f-----+--+-----------------t----+--+-------,f------i .A .. P_P_R__:O_VE:__D_:~ f.l.~~_11!___:g~".:'.::::'._ __ _ (') ROOT BARRI ER NOTE: SAN DIEGO CA 92131 _ ---1 CW« W ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, DRAWN MG 3116 LION5HEAD A'v'ENUE PLANNING 2 HARDSCAPE ELEMENT. BUILDING. FIRE HYDRANT. UTILITY SU ITE 102 TELEPHONE: 858.877 4267 <( TWO WORKING DAYS BEFORE YOU DIG VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH APPROVED RS GARLSBAD, GA -=12010 f-------------------t-----;;:=-+=-:c--f---------------------t--:-;=----t-:=c---1:--::-=--t-=-:c--1 0RINN BY: MG PROJECT NO. ZW "CALJTION"RememberlhattheUSACenterootifies OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL DATE PLAN PREPARED: _0~5~/0~8~/2~3______ DATE INITIAL DATE INITIAL DATE INITIAL LPC2021-QQQ8 onlylhoseutaitiesbelongingtothecenter.Thsre ENCIRCLETHEROOTBALL. JOBNO. 16-028-00 9mplanck:1r,;.h .c.om REVISION DESCRIPTION RS DRAWING NO. 529-9M _J couldbeotherutilitiespresentatlheworksite.Toe T e,se 558 e,<-111 BY: GMP ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL CHCKD BY: CT 16-07 u_L ________________ .L:::""":=:.::;wi~1;n1orrn~,.,,::::.!°'wh<>m:'.::::!:lhey::;~::;·11n;::oofy~.-..J. _____________________ ~sc;!!AL;;.E _____ !;AS:,as"'Ho:;:::w~N _L __ :::'.:::;::=:~:::... __ L...:...::::::::..::::.:::::.:_:_ __ L:::.:;:::;:::;:::;:::;:::;:::;:::;:::;:::;:::;:::;:::;:::;:::,__J_ _____ L ______________ J.:.::.;::.:.,:.:.::.;=:..iL..------------L------L-~;.!...~/.!...--.L----.J (9 s 0 f-I (/) ' 0 ---' <( f-z UJ 0 (/) UJ Q'. "' N 0 ' co ~ ----' <( f-z UJ 0 (/) UJ Q'. UJ f- (/) z 0 ' 0 0 -(/) 0 0 -I 0 Q'. <( 0 z <( ---' -0 0 ' co N 0 ' co ~ -(/) f- 0 UJ 7 0 Q'. CL ' co ~ -(9 UJ 2 <( z UJ ---' LL SEE SHEET LC-12 FOR COMPLETE CONSTRUCT ION LEGEND KEYMAP N.T.S .• Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG "CAUTION''. Remember that the USA Center notifies only those utiltties belonging to the center. There rould be other utilities prerenl at the \fl/Olk site. The center will inform you of whom !hey 'MIi notify. 47& I I I I / / I / I \ \ \ I I ( \ / / I I I I I I I I I I I I I \ i,;e;,k) ; I I I I I I I I I I I \ \ I I ;0 / 1ST SUBMITTAL 2ND SUBMITTAL 3RD SUBMITTAL FINAL SUBMITTAL DRAWN APPROVED JOB NO SCALE 02•25-2021 MG 18-028-00 AS SHOWN NOT APART SEE SEPARATE PLANS FOR SEN IOR HOUSING 20 10 0 20 40 60 ---- SCALE: 1"=20'-0" REFERENCE NOTES SCHEDULE SYMBOL 0 0 0 0 0 0 0 0 0 0 0 DESCRIPTION QTY DETAIL CURB AND GUTTER PER CIVIL ENG INEER ADA ACCESSIBLE RAMP PER CIVIL ENGINEER DRIVEWAY APRON SITE UTILITY BY CIVIL ENGINEER STREET LIGHT PER CIVIL ENGINEER FIRE HYDRANT PER CIVIL ENGINEER TRANSFORMER LOCATION PER DRY UTILITY CONSUL TANT PLANS EXISTING CONCRETE SIDEWALK TO REMAIN.REFER TO CIVIL ENGINEER PLANS ENHANCED ENTRY PAVING -MEGA FLORENTINE CONCRETE PAVER BY ACKERSTONE-BELLASINA BLEND. INSTALL USING POLYMERIC JOINT STABILIZING SAND AND PENETRATING SEALER VEHICULAR INTEGRAL COLOR CONCRETE PAVING BAND, DAVIS COLORS 'SANDSTONE' W. A TOPCAST#3 FINISH AND LM SCOFIELD CEMENTONE PENETRATING SEALER ENHANCED PEDESTRIAN CONCRETE PAVING. INTERGRAL COLOR DAVIS "SIERRA", TOPCAST #3 FIN ISH AND SAWCUT GRID PATTERN AS SHOWN NATURAL GREY PEDESTRIAN CONCRETE PAVING STABILIZED DG PAVING COLOR TO BE 'PARADISE GOLD' BY KRC ROCK BEND-A-BOARD HEDGING 6" CONCRETE CURB. COLOR TO MATCH ADJACENT PAVING ADA RAMP, REFER TO CIVIL PLANS FOR PRECISE GRADING STEPS WITH DECORATIVE HANDRAIL ENTRY MONUMENT WALL TO RECIEVE SIGN 6' HIGH SPLIT FACE BLOCK WALL. COLOR SHALL BE "WHEAT" BY ORCO (OR EQUAL). GROUT COLOR SHALL MACTH CMU BLOCK PLANTABLE BLOCK RETAINING WALL PER CIVIL ENGINEER SEE SLOPE PLANTING AND IRRIGATION PLANS FOR LANDSCAPE TREATMENT. ALL WALLS OVER 30 INCHES IN HEIGHT REQUIRE A GUARDRAIL. NON-PLANTABLE BLOCK RETAINING WALL PER CIVIL ENGINEER SEE SLOPE PLANTING AND IRRIGATION PLANS FOR LANDSCAPE TREATMENT. ALL WALLS OVER 30 INCHES IN HEIGHT REQUIRE A GUARDRAIL. SOLDIER BEAM RETAINING WALL PER CIVIL ENGINEER ALL WALLS OVER 30 INCHES IN HEIGHT REQUIRE A GUARDRA IL. RETAINING WALL PER CIVIL ENGINEER, SPLIT FACE BLOCK WALL IN WHEAT COLOR WITH CMU CAP . ALL WALLS OVER 30 INCHES IN HEIGHT REQUIRE A GUARDRAIL. CABLE GUARDRAIL AT ALL RETAINING WALLS OVER 30 INCHES IN HEIGHT. 6' HIGH TUBE STEEL FENCE GATE AT 6' HIGH TUBE STEEL FENCE "AS BUil T" TITLE ~-----------1 REVIEWED BY: INSPECTOR C/LC-13 A/LC-13 B/LC-13 8/LC-1 3 D/LC-13 I/LC-13 H/LC-13 E/LC-13 II/LC-1 8 S/LC-15 W/LC-1 6 R/LC-15 R/LC-15 DATE DATE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA CARIBBAD MUNICIPAL WATER DISTRICT SHEET 02 CITY OF CARLSBAD 59 -PLANNING DIVISION -SHEETS CONSTRUCTION PLAN LC-01 \\OSCAp str•~. ~~f----------+--+--f-----------+-+----+----+-----1 MARJA ACRES ON-SITE RESIDENTIAL .... ' c., .: _--:, /2!----;r; ... -0 C'> .... a: .... . \--"""t&.--f * C~\. gmp 3116 LION5HEAD AVENUE SUITE 102 CARLSBAD, CA '12010 9mplandarch.c.om T 858 558 8"111 DEVELOPERS NAME: KB HOME COASTAL INC. ADDRESS: 9915 MIRA MESA BLVD SUITE 100 SAN DIEGO CA 92131 t----+---+-------------+---+--+---+----1 APPRO~ I !CL ~ ~ s /,s /2} TELEPHONE: 858.877.4267 ,__ _ __, __ +----------------+---+--+---I----< PLANNING DATE 1------------------+-=-+-~-1-----------------+---+----<t----+---<I-D-RWN_B_Y_: -M-G---~--PR_O_J=EC~T~N~O-, -~~D~R~AW-c:l,.,-NGc--c-Nc::0--1. DATE PLAN PREPARED: -"'05"'/0.:,8"-'/2~3______ DATE INITIAL DATE INITIAL DATE INITIAL LPC2021 0008 REVISION DESCRIPTION -529-9M BY: GMP ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL CHCKD BY: RS CT 16_07 ~ 0 f--I Cf) ' 0 _J <( f--z w 0 en w [l'. co N 0 ' co ~ :::i <( f--z w 0 Cf) w [l'. w f-- (fJ z 0 6 9 Cf) 0 9 I 0 [l'. <( 0 z 5 6 9r------------------~ co KEYMAP ~ d:, ~ in f--0 w -, 0 [l'. ()_ ' co ~ - -c:::, (.) -..J ,__ /jj ifs ftj lf-J.Jl-.b-1-,_// ~ ~ --= ;f! I 2 ~ Underground Service Alert IU;<cl/ / V t7=/--I--H~ l /~1-Ja I 'I 0 " \"- 1ST SUBMITTAL 02-25-2021 2ND SUBMITTAL NOT A PART SEE SEPARATE PLANS FOR COMMERCIAL SITE 1' 20 10 0 20 SCALE: 1"c:2Q'-O" C7 40 60 APPROVED FOR IRRIGATION ' ' ' '\' '' ' ' ' / C"") c::> ' (_) -...J -1- "-W w :c en I w w en w ::z:: I _J t..:c (_) ~ I~ SEE SHEET LC-12 FOR COMPLETE CONSTRUCTION LEGEND "AS BUil T" TITLE DATE REVIEWED BY: DATE AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. I-C=-ARc=--=-lS""'B=-ADc=----M""'UNcclccCc-lP_AL_W __ A_T_E_R~D-I-ST_R_IC-T--1 INSPECTOR SHEET CITY OF CARLSBAD 59 03 -PLANNING DIVISION -SHEETS CONSTRUCTION PLAN LC-02 MARJA ACRES ON-SITE RESIDENTIAL ~ 0 f-I (f) ' u _J <{ f-z w 0 (f) w a:: "' N 0 ' "' --_J <{ f-z w 0 (f) w a:: w f-- (f) z 0 ' 0 S,! (f) 0 S,! I u a:: ti ~ 6 t / j ' I ,-- 1 9CL --- 10CL 8Cl 7CL 91-----------------~ KEYMAP 9 "' -in f-u w ~ 0 a:: [L ' "' -- ' , -G- 11CL 12CL s 6Cl 5CL Underground Service Alert '--If---• 13CL 'f COMMUNITY REC. AREA #6, SEE ENLARGEMENT SHEET LC-11 -- I \ ___ u ------::, I l I I 'J 1 1ST SUBMITTAL 2ND SUBMITTAL 9 i I I 20 02-25-2021 10 I I I I I I I ~---- 0 -x--i;--x- 1 ~'tl;;;M~~~uit1 @!!.--JFH1rr=~~ \ 233L 234L 235L 'f SPIREA WAY 236L ADA I ----e!@---'----W-----~, -1/---------------1' •.,, .. tt-------+----l!i'.[O-® 228L I • I I (j)Wj f§} :;: +f--1-+----- 232l ,. I SMALL SQUARE TABLE SHALL BE FOOD COURT SQUARE BY QCP QS-42FC, COLOR BUNGALOW WITH MATTE SEALER AT LEAST ONE TABLE SHALL BE ADA COMPLIANT. QS-42FC3-ADA. CONTACT SCOTT ULRICH (760) 500-8609 LONG PIC-NIC TABLE SHALL BE 96" WATERFALL TABLE BY QCP WITH BENCHES, COLOR BUNGALOW WITH POLISH FINISH AND MATTE SEALER CONTACT SCOTT ULRICH (760) 500-8609 PROPERTY LINE/ LIMIT OF WORK C 0 SEE SHEET LC-12 FOR COMPLETE CONSTRUCTION LEGEND 20 40 60 SCALE: 1"==20'-0" WOOD PATIO FENCE AND GATE T HT. NOISE ATTENUATION WALL SHALL BE 'ACRYLITE SOUNDSTOP · READY FIT SYSTEM' BY ACRYLITE. INSTALL PER MANUFACTURER RECOMMENDATION. 5· HT. PATIO NOISE BARRIER FENCE AND GATE 5'-6" POOL STEEL VIEW FENCE AND GATES FIREPIT FIREPIT IGNITION SWITCH POOL SPA SPA IGNITION SWITCH POOL AREA OVERHEAD STRUCTURE BBQ COUNTER AT POOL AREA PLAY STRUCTURE SHALL BE COLUMBIA CASCADE "IN TERPLAY 7879". INSTALL PER MANUFACTURER RECOMMENDATIONS. CONTACT AMY MINICILLI 760.846.8506 TOT LOT RESILIENT SURFACING PLAYGROUND SHADE STRUCTURE POOL EQUIPMENT ACCESSORY BUILDING PER ARCHITECT PLANS HORSESHOE PIT CONCRETE CORNHOLE BOARD BY QCP Q-CH, COLOR 'ADOBE TAUPE' CONTACT SCOTT ULRICH (760) 500-8609 OVERHEAD SHADE STRUCTURE AT REC. AREA #2 BBQ COUNTER AT REC AREA #2 BBQ COUNTER AT REC.AREA #7 SHOVEL CUT LAWN EDGE BOCCE COURT DOG PARK FENCE AND GATES SYNTHETIC TURF AT DOG PARK SHALL BE K9GRASS CLASSIC SYNTHETIC GRASS BY FOREVERLAWN. INSTALL PER MANUFACTRURER RECOMMENDATIONS DOGIPOT PET STATION #1003-L, COLOR TO BE GREEN. INSTALL PER MANUFACTURER'S RECOMMENDATIONS BENCH , TRANSITE BY QCP, Q2TR84B , FRAME COLOR BUNGALOWL W/ LATTE TOP SLAB. BENCH SHALL RECEIVE MATTE SALEAR CONTACT SCOTT ULRICH (760) 500-8609 SEATING 'BONK" CHAIRS BY QCP, Q1-BONK-CH, COLOR 'BUNGALOW' WITH MATTE SALEAR CONTACT SCOTT ULRICH (760) 500-8609 TRASH RECEPTACLE , ELEVAIRE BY QCP, #QS-ELEV2436W-Z22, COLOR "LATTE" W/ MATE SEALER, LID. BLACK. CONTACT SCOTT ULRICH (760) 500-8609 RECYCLED WASTE RECEPTACLES, ELEVAIRE BY QCP, #QS-ELEV2436W-Z22, COLOR "LATTE" W/ MATE SEALER, LID· BLUE. CONTACT SCOTT ULRICH (760) 500-8609 "AS BUil T" TITLE REVIEWED BY: APPROVED FOR IRRIGATION U/LC-15 P/LC-14 T/LC-15 AA/LC-17 BB/LC-17 J/LC-14 K/LC-14 EE/LC-17 GG/LC-18 Z/LC-16 O/LC-14 DD/LC-17 X/LC-16 HH/LC-18 Z/LC-16 Z/LC-16 F/LC-13 Y/LC-16 V/LC-15 G/LC-13 DATE DATE AND PLANTING ONLY , INCLUDING PRECISE LOCATION OF PLANTING AREA->----C~AR_IS_B_AD--M-U-NI_C_IP_AL_W_A_T_E_R_D_I_ST_R_IC-T---1 INSPECTOR SHEET CITY OF CARLSBAD 59 04 -PLANNING DIVISION -SHEETS CONSTRUCTION PLAN LC-03 MARJA ACRES ON-SITE RESIDENTIAL I { , I / I ' I I ,/ / / COMMUNITY REC. AREA ENLARGEMENTS I / ' I I / ! I r; '/ j I I I I I I I '' ,,. / --............/ 0. /~/ / -----x (:) '0 )'1/, \,x J ~) ✓:✓✓ / \ ✓I" 0-xf'Y ,1;/Y /, ,/ /,,. /~/ (0 ,;; " / ,, , / . e- B.MP #3 --- ' ' ' l..-•---- ' 2$ 3S 20 40 60 SCALE: 1"=20'-0" APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE I SEE SHEET LC-12 FOR COMPLETE CONSTRUCTION LEGEND "AS BUil T" TITLE DATE REVIEWED BY INSPECTOR DATE LOCATION OF PLANTING AREA 1--C_AR_IB_B_AD_M_U_N_IC_l_P_AL_W_A_T_E_R_D_l_S_TR_l_C_T_. SHEET 05 CITY OF CARLSBAD 59 -PLANNING DIVISION CONSTRUCTION PLAN MARJA ACRES ON-SITE RESIDENTIAL SHEETS LC-04 i f-C I rn , () __J <( f-z w 0 rn w er: ro 8 , ro ~ ;:ii f-z w 0 rn w er: w f- rn z 0 , 0 Si rn 0 Si I () er: c§ z ::i I I :;c I o c:-\-~ COMMUNITY REC AREA #3 -POOL AREA SEE ENLARGEMENT SHEET -LC-09 - ______ ../ BMP#5 ~:=:_=====- 6 'i'r-;:;;::-~;:-;:;-----------------~ KEYMAP 0 , ro ~ 0 () w 0 (l'. (L do ~ -(.') w ::;; <( z w __J u.. N.T.S . ._ Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG "CAUTION": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site The center will irtform you of whom they will notify.· MA iC\-ILINE SEE S\-IEEi LC-02, , 1ST SUBMITTAL 2ND SUBMITTAL 3RD SUBMITTAL FINAL SUBMITTAL DRAWN APPROVED JOB NO SCALE MG RS 18-028-00 AS SHOWN 162L ~~iJ.L6---..✓.-/ * Ct.l\ 167L 163L 164l 165l 166L -\-- ~-~ ~ s-l s-PARSL Y L 20 40 60 SCALE: 1"=20'-0" • 170L 171L 158L 157L 156L t 172L 155L 173L 174L COMMUNITY REC. AREA #5, SEE ENLARGEMENT SHEET LC-11 ill 175L 2 ';I c.o = ' (_) ......J t--w w ::::c en w w en w z ......J ::::c I (_) ~ ~ COMMUN ITY REC. AREA #4, SEE ENLARGEMENT SHEET LC-11 SEE SHEET LC-12 FOR COMPLETE CONSTRUCTION LEGEND "AS BUil T" TITLE DATE ,-------------fj--;;R-;:EV:;:l~EW:;;;-E;:-D-;:8::-Y---------~.'..:_-~ APPROVED FOR IRRIGATION AND PLANTING ONLY INCLUDING PRECISE , INSPECTOR LOCATION OF PLANTING AREA ri;;T,DTCimmm===--;;==-=~D;A;,TE'.',..,,,,-J CARIBBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD O6 -PLANNING DIVISION 59 SHEETS CONSTRUCTION PLAN LC-05 MARJA ACRES ON-SITE RESIDENTIAL APPROVED t--,--i--------------_jL=~==i==I==:1-;;P~LA;:N;-;-N:;;:IN~GA_~:<:::_fff-:i;.¥~=--- DRWN BY: MG PROJECT NO. DATE DRAWING NO. 529-9M DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL CHCKD BY: RS LPC2021-0008 CT 16-07 FILE NAME: G:118-PROJECTS\ 18-028-00\LANDARCHICDSICD-ONSITE RESIDENTIAL\ 18-028 RESIDENTIAL C-SHT.DWG z -i (J) = I§ g ,l ~"i a ~® C ~l! ~ :e ;, ~ ... , i Cil I ,-1:!' i!; " " {t!ia ii '!l Q,~,g_ll! C g f~,E 5 Jo, :I o•~cx, C. -6"-CII J~ii :: en <ii C "Tl tD id~ ~ o ~ i;>~o m 1 !!!, -· ~"'·;l~ -< ••· . n · ~~~ o Ill "t~ ' ~ " ;i. 8 1 6 It 0 ' D " " • " z > rn ' > > 0 0 r z I " r " m m o O z m C C , < C rn rn m rn a a 0 a ~ ~ " ~ r r r > 0 " " 0 I 0 " rn a " 0 " z D " 0 -= I C -•be 'r ~ ..,, . ~ m C rn a ~ r D 1: i: D ' ~).o ~ "' -(") . ,. ::~ .#,, !-"." ,._ l:l'3i =--- -\ill (\ ~ ~ tp3 l>----l \Jf ""9._ ~ nl cy-O)g U'l-t: \.ltu. rn3ci g:~ 6 iii s-. :t: ~(\ (\ ~ -IQ }- -I 3 Q _. }-~ ~ () i" '"0 ~ ~ Gl " ;;: <;: 'tJ z " "' m " ,. "' m 9 0 "' -0 0, -"' w m z ~1~ :;i ;;I "' :1~ ~ ~ " ;;o Cl < (J) a z 0 Cl (J) 0 ;;o -u -; a z ~1~ \:J ;;I ,. " ;g 1-0 ,; < " ,. ,. r r - -,. " Io ::/ ii1 ,. " ,, "' z 0 " < ,. ,. r r 0 0 :,: "' 0 'l1 "' 0 "' "' -< -< ;u ;;: (j) Gl m ;;I r m " I 0 z "" 0, en 0, co ..,, ..,, "" "' a, ..,, 'tJ r :,,. z z z G) lC 3 -a ... ~ ,. 0 0 m 0 ;:, "' 5 m u, " I<' m "' co u, (j) )> co z ~ ,. z "" ,:: 0 5': r.i m ;o " Gl )> CTl 0 ;;: I 0 m 0 )> (j) ;;: )> co m "' CTl 0 ~ < w 0 ~ 0 )> (j) (j) -i )> C r -i m z ~ 0 0 0 :,,. 'tJ 'tJ ;u 0 < m Cl 0 u, 0 :,, r m -,,. ~ " q Z 0 I Q r 'tJ -0 ;u ooo -i "' '-007 ~"'o m ~-< ~§5 co . Cl ;u u, :,,. "' "' <D ' z <D G) ,;: z 9 Cl :,,. o1 u-1 -=-"' i3" ,.,. (/) s: z -)> (J) -I "T'1 ;ti m .-V C c.... 0 ;o )> -i m ► ~ ~ 0 ;g 0 "T'1 )> m "" z zm -I (/) )> r r 0 ' 0 CJ) " m -< s: )> -u \ I \1 \ ~ 1\;;i1 1 ru m11 I\\: Qi I\ ~ \ I \ \ \ \ \ \ MATCHLINE SEE SHEET LC-08 ~ \ ~)) \-1111[ - \\\{?){\ \\ 1?o\~ \\ \1 \ \ ' \-:;, ~< \ ''.,\\ £\ \\ 'fl \~-:;, \1 ":\ \ ' \\\~\\\\\\\~\I\\ \'\'\I -~\1\\\ \ \\ I \ \ , I I\\\ 111 ~ 0 0 ~ ~ rn 0 = r-0 z )> )> o O Z -0 )> r O -o --l C 7J ::;o -Or0 0 z )> < z G) z m 0 -i 0 ,,-oz., -o~GlO s;;oo::o zcnZ;o -I m r :::0 Z :< Gl Ul Gl l> oI ► --l -..J f;l ;o 0 .., m z )> On I~~ "Ch-< E,j t"' t:d lzo ~ ~ >-:rj ,:: z C; ,;:, n 2:: t:> ► 8 -~ '1:l fJl r l== -Ul ~to~ ►~ t:::1 :::0 0 z u, 7J m 0 -a 0 ;,J -(/) ~I ~l ili 01 m (0 -i n (/) >-,3 iii I " < ;:! m m :e m 0 "' :< I I I~ \\I\\ 'I \I '\', \I \ I ', \ I \ I II \ \ 1.l..1 ,I \ \ \ \ \ I \_ \ \\ \1\ ' ·1 . ' 1\\1 \~~1\~\1\:1 \\ \\\1 .,11\ ,· \\\ 1\1 I \\ \\\\\\I \\ I I I I 1\ I I I \1 II I \ I II I I I II ' 11 111 '\\ ,.,, "?, q, " ,. y I II I I I ~1 I , \ I I . 1\1 I \\\ \\ _ 1 ,1 \\\ 1\\ 'I \\ 1\\ \1\1 , \ \\\ \\ ,111, 11\\\1 1,1 , I<\\'~,\\,\\ 1111 ,\\\ \\ 111 1 \1 \·,1 ~~ \\ \\,\ 111 \~ \· \1 i \\ i a i\ i \ . I I~ ::::-.-\ i I\ \ I \ 1CD1Ci::.. 1 I . '\\ \\ "1'i/' 1 \1 I\~ \\' 'K1\\\ ~-•~1\' \ \\ I I I I . \ \ \ ', \ I I I I \ II ,;, \\\'\\ \ 11 \' \' I \\1\\'I\ 111'1111 \I I II I I 111 111\1 11l11\\I 11\111111 \I I I 11l1I ,1 11 \\II \\\ 1\1. 11 I\ I\ \ ' ' 111111 \ I I \ I~\ I II II I \ \ I 1 I II II\ I II 1\ ~~\'. I \I I \ \ , \\\,'. 1\ I ' .> I I I II \ 1v Ir\\ \ \ '\ \ \ \I \ \ \~~~~~~~1~\\~\ ,1\\1 , ~\1 1\ I \ I \ I \\ I I I \I I I I \I I I I II \ I I II \ I I II I I \\ \ I I\ I I I '3-t) 7 y I \ I 'I \:lllllllllt.\\. \ \ \ \ \ \ \ ' \ \ \1\\.\\\~\ \~~%\' \ \ I\\\ ~ '\ \ I I I\ \ \ ~ \ \ I )> (/) OJ C -r -I I I I\ \ ,; I\ I\ I \ \ \\ \ \ \\ I \ \ \ ~ ' \ \ \ \ \ \ \ ,'-- I \ , ...,_ 0 0 m,S: z;;: •c )> z ;u -Gl ., m-< $ ;u mm zo -i , en :,, I ;u mm m :,, ~-~ o en .'... m ~ m " MATCHLINE SEE SHEET LC-05 ,...., CT TT -~·•·+·+•-,,.r•+·+·+·+"+'+-..;:.;:❖~-t::::::::::!:l:::::::::::;::::::!:!:!:!:!:!:!:!:l!::1 ·•:❖!❖!❖!❖!❖!❖!❖!❖!❖!❖!❖!❖❖! ·················································•.: , •• ❖!•·····························•:•··········1 ·::v.•!❖!❖!❖!❖:•!•!❖!❖:•.❖:•:•:❖ ·········•++'•······················•·..-····•1 '.:::::::::!::%::::::::::::~::::::!;!:!:!:::,. ,: .. :!;!:!:!;!:!;!::::::::::::::::::::::::::::::: . ;!❖!❖!❖!❖!•:•:•:❖!❖!❖!❖:•·· ··•····•·•··•·····•·•·•·•· ·············) ·····•:•·•!•··············•!• ··•·•·•···•··· ··•· .•. ·•···•·•·••··•···•··•·••····•··· ··•····································•' ....... ·•··•· ... ··•·······•··••···•···· ··•··································~ •:•!•!•!•!•!•!•!•!❖'•!❖!❖'❖!•. "•················•:•.···••+❖••··· ·-:❖:❖!❖!❖!❖!❖!❖!❖!+, :❖:❖:•:❖!❖!•!•!·!•!❖!•'i •:•••••••••'•'+'+V+••••••••••• ······················•·+,+·•··· .z..:❖:❖:❖:❖:❖!-❖!❖: :.:❖!❖!❖!❖!❖:❖:❖ :❖:❖:❖:❖!❖!❖!❖! --~❖:•:•:•:❖:❖:❖!❖' r.•+·••++•••+++•·········I •:~::::::::::::!$:::;:~ •:~:::::$:::::r·-:.:•:❖:❖} ···········~·· •~ • + • H u, ' ' ' ' ' ' ' 'I ' ' l -' w ~' H•: '1' l ' ' ' ' ' , 'I U' '' ,H (Dw:zfs: ' ' ··•1 I I L ,I ·• r J -0 ''II .f 1,1\ lj -~ ~ r ::j r ~ ?l WJl-.<ow"/Fs' !!110 t ~~ ti'i--@ i} -;;j r r~ Pl l I I ,, ' d ,-'-\ __ _ \ '----.. J ikla--,----;,;;;;:i :t -m ows - !<l2 i'; (J) :}i' ~ -. i(3 r,c,, ,: ~ ---7 ?=1 ,$;'.,-';:: m t.:'1 I I~ , I -"-< h1i ', ~ t;·; 6:,:-, I j 11.lll !' I ~ l::l c· t f j \Jk II 1 10>-rru1--i-- IC, [ <;;, ~ '({ ~0-n11-. :':i; 11;\11 I,::' / -~ -----------.... ' ~ 1, \1 ~\ l{;;j '~\. I 11 , \ \ \ \ \ \ ·" jffi~c'5 H ·~~ ;u $ CJ C ~z m ::I z ;u -< m en o I' m :,, m ;u -, m r )> 0 "' ..'..... TO) ~ u, m m ''(" I ' I $ ~ 0 :r: .-:z· rn en rn rn en :r: rn rn -I .-0 ' c:::> c,.;, \ \I ; ii" ' 'I lr"III fl ' -/ __J <( f--z w 0 U) w 0:: w f-- (/) z 0 ' 0 y U) 0 y I (.) 0:: ti z :s 6 I ) X I I I I I I I I I I I I R COMMUNITY REC. AREA #7, SEE ENLARGEMENT SHEET LC-12 'i'i--------------------~ ~ KEYMAP c;> co - - 12 _ £..s-~ ---......__ . ;/-----,, -_ Fs X COMMUNI TY REC. AREA #2, SEE ENLARGE MENT SHEET LC-11 :.' . , 1------~~~ \ ----'":;;:--c-~~ -_ 1 I Rw.-._ I l -Rw---_I --RW---- NbARGEMENT S 20 40 ----- SCALE: 1"=20'-0" 60 '-'le. \ } ~ ~ % ((' '& ~ ~ APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE \ ---/ -/ -/ -/ -/ ?cJC\-;... / SEE SHEET LC-12 FOR COMPLETE CONSTRUCTION LEGEND "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE LOCATION OF PLANTING AREA. 1--C~AR.,,.--IB=B-AD--M-UN~l~C=IP~AL~W-A-T-ER-D~IS=T=R-IC--T---1 SHEET CITY OF CARLSBAD 08 -PLANNING DIVISION 59 SHEETS CONSTRUCTION PLAN LC-07 POOL AREA, SEE ENLARGEMENT SHEET LC-09 / , -/ --/ / -~ /' / ::..----::'/ 1/ ½ COMMUNITY REC. AREA #5, SEE ENLARGEMENT SHEET LC-12 4 :;;;;-;::-;;;-/ / / / ..... / .. / ./ -✓ .. ./·/ -· ,,,.,/,,,. / __ / ,,,,.r -/✓.-✓//,· -/ / _/ /' / ~,,.,.-/.,,,,-_,,.,.,,,.. _,,. ·/ -/ _. ,,.,,/ --/---- . // / /_,.----. /_,.,- ,..-/:/ / / ;>::..- . _.// /__,/ / -/ . ./_/ __,,.,,-,/ ,.,.. / .. /~./ .,,,,,..---. / ;::;_-: -~-~:-/_/ .,,.1/-- _, ---_,,... .,.,. .. 20 SCALE: 1"=c20'-0" 40 60 --~/- // / /, / 1/ . / C.D c::, ' u _J f-w w :r:: -Cf) w w Cf) w :z _J :r:: ~ u ~ ~ "AS BUil T" TITLE DATE REVIEWED BY: APPROVED FOR IRRIGATION DATE AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. l-c=-A=-=R~IS""B=-AD=-.,.,M"'u"'Nr"'c"'rp--AL-,-,W,,,.A_T_E~R-D--I-ST-R~IC~T--1 INSPECTOR SHEET CITY OF CARLSBAD 59 09 -PLANNING DIVISION CONSTRUCTION PLAN MARJA ACRES ON-SITE RESIDENTIAL SHEETS LC-08 .l ·,. ', \ ' ·, ' ' \\ \ QI"-#/ I I I __-d I I I I , / 1/ 1/ ' \. \ \ \ V < \ \ I , I ' , I ' ,I/ / ::.,,,/ / ~ // // // I / / ,/ fi \ \ I \ I I I I I I , I I \ \ \ I \ \ \ I I I , I I I I I I j I I , I ' X i ---+ .. ,-~,,•:• •,-•'. :'. C -,, ,"--... :: s ~ U) c_ "" SC 0 _j _j C") N C") C") ~ ~ I X X ~ x--•--tx7x-X I I I X X ':-. -7 I ,--, I I •,• ' I ' :·' COMMUNITY REC . AREA #3 -POOL AREA ENLARGEMENT 10 5 0 10 20 SCALE: 1"=10'-0" ~ -_J X SEE SHEET LC-12 FOR COMPLETE CONSTRUCTION LEGEND I ® _j co N ~ X I I ~ --1 1-,----i--~ 12 54 I,-../" H-l-l-lITT rn _j r--- N ..,- APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE I ! TITLE REVIEWED BY: INSPECTOR I I I 11-1---~• I I I I : \ I \ I I I I I I "AS BUil T" [ DATE DATE LOCATION OF PLANT I NG AR EA, f---CccAR-=-lS--B_A __ D___,M,.,,U""N-=i""C!=P--:-AL::--::W::-:A-=TE=:R=--=Dc::IS:::::T=R-:-:IC=T:----1 SHEET CITY OF CARLSBAD 59 10 -PLANNING DIVISION -SHEETS CONSTRUCTION ENLARGEMENTS LC-09 MARJA ACRES ON-SITE RESIDENTIAL I 1: I __,,J I I I I I I I I I PA / i r ; I 1/. / / / I , I , I I / " ~/ r / / / , / I , I / ; / PA / / . / / / / V // / / / // I I I --l. 1 I /---.__ I I ---.__ I / PA I -PA \ ' \ I I I I I I I I I I \ ; I I / \ \ \ \ \ I I \ I I I I I I ;, I I I \ j I I I I I l I J PA PA ~ PA ---, -.;-\·;---:,~a·. ·" ·i,-. ·•-'""--:--;,"' ,..:... I ® PA ,·••:· PA PA PA 3 \6" ' " .. ., .-:;,,i.--/-.-:'· -: . O._. 21'-2" PA . II --Ill . I .. q, ' X I X 3' _J C'0 C'0 '<"" PA 164'-4" _J N C'0 .,- co PA U) ~ 5' 0 PA PA U) C,, "--5' 0 _J C> CV') '<"" X PA 25' _J 0) N '<"" 5' . •"•---'--<---· ' ' ·, .. . U) s C,, s "--5' 0 _J co N .,- PA X I -1--- I u '-z x PA w 1---C-C-C-ro _J t-- N '<"" PA PA I I I I I I I \ I'-"-----" I I \ I I I I I PA I ) I '° - I :5' +t+++t-+-~-t-P-A--t----1-P-A--11---~--1--r -Pis----jf--P-A-t-~~;~~~=~;aj~-t/E~~1E~i~~ 5' 5 / PA b X I I X ~-.-7 I I . , • PA II I PA __ .ih- 12' I I ·:_ ... J{;. :-to 5' PA 40'-~' 70' PA <n· PA PA ,-----, COMMUN ITY REC. AREA #3 -POOL AREA ENLARGEMENT 7'. co 10 5 0 10 20 SCALE: 1"cc 10'-0" PA PA a;> -~ 12' p. t 5' 11'-2" O" 2 r 10'' --' / •--i~c--<-t-l"'-,-'-"--'•-P·A-lf--->:t---'-ir+"'__.14_A_,,_ _ __,,---1c_,,_,---1-;'_A_, l \ •c+-•-'---1<--➔~~c!'i,1- 30 A SEE SHEET LC-12 FOR COMPLETE CONSTRUCT ION LEGEND I~ ___ 7 I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA SHEET 1 1 "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARISBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD 59 -PLANNING DIVISION -SHEETS CO NSTRUCTION ENLARGEMENTS LC-10 MARJA ACRES ON-SITE RESIDENTIAL ~ 0 f-I (/) ' 0 _J <( f-z UJ 0 (/) UJ ll'. ro N D ' ro -:::i <( f-z UJ 0 (/) UJ ll'. UJ f- (/) z 0 o S! (/) 0 y I 0 ll'. cl z ;:i D 1/' 1/' 1/' 1/' 1/' 1/' 1/' r--, 1/' 1/' 1/' R2S' - 1/' 1/' COMMUNITY REC. AREA #1 ENLARGEMENT ~- ~~x- COMMUNITY REC . AREA #2 ENLARGEMENT 'i't---------------------~ ro N 'i' ro -ci5 >-u UJ , 0 ll'. (]._ ' ro -- KEYMAP Unde rground Service Alert ~\~ 11111111111 C/ - ~ \L-x--x--x -x 31'·3" 20' 10' 9'·6" BEN H -- COM MUNI TY REC. AREA #4 ENLARGE MEN T COMMUNITY REC. AREA #5 -DOG RUN AREA ENLARGEMENT 1' 10 5 0 10 20 ----- SCALE: 1"=10'-0" 1ST SUBMITTAL 02-25-2021 2ND SUBMITTAL 30 CO MMUN ITY RE C. AREA #6 ENLARG EMENT REVISION DESCRIPTION DATE SEE SHEET LC-12 FOR COMPLETE CONSTRUCTION LEGEND "AS BUil T" TITLE DATE REVIEWED BY: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE INSPECTOR DATE LOCA Tl ON OF PLANT I NG AREA 1---,c,,..,AR=-IS"'B,,..,A-=D__,..,M=-=UN:-::l:-::C=IP'""AL-:--:W""'A-=T=ER:::--:D:--:clS"'T""R'""!C:-::T::-i INITIAL DATE INITIAL SHEET 12 CITY OF CARLSBAD 59 -PLANNING DIVISION -SHEETS CONSTRUCTION ENLARGEMENTS LC-11 MARJA ACRES ON-SITE RESIDENTIAL APPROVED _A. ,') r; /,r,/z3 PLANNING DATE DRWN BY: MG PROJECT NO. DRAWING NO. LPC2021-0008 OTHER APPROVAL CITY APPROVAL CHCKD BY: RS 529-9M CT 16-07 I I ' I I I I i / i I / I I .' . I I I / 1 I / I I / I I j I I I I I I I I I I I I -0 --0-0- COMMUNITY REC . AREA #2 ENLARGEMENT Fs ~ F -------~ i-- ---------I I ---------I I --------s ~ -------------_E:;; ------------ --I 1--.__ I I I I '/ '( ----------------------------- w ,---,_c_.S I I , Fs 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 I 1; 1 I I I I I I I I I I ! I I I I I I I I I ----4:R-:---I .~ ~ .::----..._ \ COMMUNITY REC . AREA #4 ENLARGEMENT 10 5 REFERENCE NOTES SCHEDULE SYMBOL 0 0 0 0 0 0 0 0 0 0 0 0 DESCRIPTION CURB AND GUTTER PER CIVIL ENGINEER ADA ACCESSIBLE RAMP PER CIVIL ENGINEER DRIVEWAY APRON SITE UTILITY BY CIVIL ENGINEER STREET LIGHT PER CIVIL ENGINEER FIRE HYDRANT PER CIVIL ENGINEER TRANSFORMER LOCATION PER DRY UTILITY CONSUL TANT PLANS EXISTING CONCRETE SIDEWALK TO REMAIN.REFER TO CIVIL ENGINEER PLANS ENHANCED ENTRY PAVING -MEGA FLORENTINE CONCRETE PAVER BY ACKERSTONE-BELLASINA BLEND. INSTALL USING POLYMERIC JOINT STABILIZING SAND AND PENETRATING SEALER. VEHICULAR INTEGRAL COLOR CONCRETE PAVING BAND, DAVIS COLORS 'SANDSTONE' W. A TOPCAST #3 FINISH AND LM SCOFIELD CEMENTONE PENETRATING SEALER ENHANCED PEDESTRIAN CONCRETE PAVING. INTERGRAL COLOR DAVIS "SIERRA", TOPCAST #3 FINISH AND SAWCUT GRID PATTERN AS SHOWN NATURAL GREY PEDESTRIAN CONCRETE PAVING STABILIZED DG PAVING COLOR TO BE 'PARADISE GOLD' BY KRC ROCK BEND-A-BOARD HEDGING 6" CONCRETE CURB. COLOR TO MATCH ADJACENT PAVING ADA RAMP, REFER TO CIVIL PLANS FOR PRECISE GRADING STEPS WITH DECORATIVE HANDRAIL ENTRY MONUMENT WALL TO RECIEVE SIGN 6' HIGH SPLIT FACE BLOCK WALL. COLOR SHALL BE "WHEAT" BY ORCO (OR EQUAL). GROUT COLOR SHALL MACTH CMU BLOCK. PLANTABLE BLOCK RETAINING WALL PER CIVIL ENGINEER. SEE SLOPE PLANTING AND IRRIGATION PLANS FOR LANDSCAPE TREATMENT. ALL WALLS OVER 30 INCHES IN HEIGHT REQUIRE A GUARDRAIL. NON-PLANTABLE BLOCK RETAINING WALL PER CIVIL ENGINEER. SEE SLOPE PLANTING AND IRRIGATION PLANS FOR LANDSCAPE TREATMENT. ALL WALLS OVER 30 INCHES IN HEIGHT REQUIRE A GUARDRAIL. SOLDIER BEAM RETAINING WALL PER CIVIL ENGINEER. ALL WALLS OVER 30 INCHES IN HEIGHT REQUIRE A GUARDRAIL. RETAINING WALL PER CIVIL ENGINEER, SPLIT FACE BLOCK WALL IN WHEAT COLOR WITH CMU CAP. ALL WALLS OVER 30 INCHES IN HEIGHT REQUIRE A GUARDRAIL .. CABLE GUARDRAIL AT ALL RETAINING WALLS OVER 30 INCHES IN HEIGHT. 6' HIGH TUBE STEEL FENCE GATE AT 6' HIGH TUBE STEEL FENCE WOOD PATIO FENCE AND GATE T HT. NOISE ATTENUAT ION WALL SHALL BE 'ACRYLITE SOUNDSTOP -READY FIT SYSTEM' BY ACRYLITE. INSTALL PER MANUFACTURER RECOMMENDATION. 1' 10 20 30 SCALE: 1"=10'-0" QTY DETAIL C/LC-13 A/LC-13 B/LC-13 B/LC-13 D/LC-13 I/LC-13 H/LC-13 E/LC-13 II/LC-18 S/LC-15 W/LC-16 R/LC-15 R/LC-15 U/LC-15 6' HT. PATIO NOISE BARRIER FENCE AND GATE 5· -6" POOL STEEL VIEW FENCE AND GATES FIREPIT FIREPIT IGNITION SWITCH POOL SPA SPA IGNITION SWITCH POOL AREA OVERHEAD STRUCTURE BBQ COUNTER AT POOL AREA PLAY STRUCTURE SHALL BE COLUMBIA CASCADE "INTERPLAY 7879". INSTALL PER MANUFACTURER RECOMMENDATIONS. CONTACT AMY MINICILLI 760.846.8506 TOT LOT RESILIENT SURFACING PLAYGROUND SHADE STRUCTURE POOL EQUIPMENT ACCESSORY BUILDING PER ARCHITECT PLANS HORSESHOE PIT CONCRETE CORNHOLE BOARD BY QCP Q-CH, COLOR 'ADOBE TAUPE' CONTACT SCOTT ULRICH (760) 500-8609 OVERHEAD SHADE STRUCTURE AT REC. AREA #2 BBQ COUNTER AT REC AREA #2 BBQ COUNTER AT REC.AREA #7 SHOVEL CUT LAWN EDGE BOCCE COURT DOG PARK FENCE AND GATES SYNTHETIC TURF AT DOG PARK SHALL BE K9GRASS CLASSIC SYNTHETIC GRASS BY FOREVERLAWN. INSTALL PER MANUFACTRURER RECOMMENDATIONS DOGIPOT PET STATION #1003-L, COLOR TO BE GREEN. INSTALL PER MANUFACTURERS RECOMMENDATIONS BENCH, TRANSITE BY QCP, Q2TR84B, FRAME COLOR BUNGALOWL W/ LATTE TOP SLAB. BENCH SHALL RECEIVE MATTE SALEAR CONTACT SCOTT ULRICH (760) 500-8609 SEATING 'BONK" CHAIRS BY QCP, Q1-BONK-CH , COLOR 'BUNGALOW' WITH MATTE SALEAR CONTACT SCOTT ULRICH (760) 500-8609 TRASH RECEPTACLE, ELEVAIRE BY QCP , #QS-ELEV2436W-Z22, COLOR "LATTE" W/ MATE SEALER, LID - BLACK. CONTACT SCOTT ULRICH (760) 500-8609 RECYCLED WASTE RECEPTACLES , ELEVAIRE BY QCP, #QS-ELEV2436W-Z22, COLOR "LATTE" W/ MATE SEALER, LID - BLUE. CONTACT SCOTT ULRICH (760) 500-8609 SMALL SQUARE TABLE SHALL BE FOOD COURT SQUARE BY QCP QS-42FC, COLOR BUNGALOW WITH MATTE SEALER. AT LEAST ONE TABLE SHALL BE ADA COMPLIANT. QS-42FC3-ADA CONTACT SCOTT ULRICH (760) 500-8609 LONG PIC-NIC TABLE SHALL BE 96" WATERFALL TABLE BY QCP WITH BENCHES, COLOR BUNGALOW WITH POLISH FINISH AND MATTE SEALER. CONTACT SCOTT ULRICH (760) 500-8609 PROPERTY LINE/ LIMIT OF WORK TITLE ~-----------< REVIEWED BY: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE INSPECTOR "AS BUil T" P/L C-14 T/L C-15 AA/LC-17 BB/LC-17 J/LC-14 K/LC-14 EE/LC-17 GG/LC-18 Z/LC-16 O/LC-14 DD/LC-17 X/LC-16 HH/LC-18 Z/LC-16 Z/LC-16 F/LC-13 Y/LC-16 V/LC-15 G/LC-13 DATE DATE LOCATION OF PLANT! NG AREA 1-,C"'AR-=c-lS"'B"'A-::D--:-:McoUN:-:::l:-:::Cc:::IP,-.,AL-:--:W"'A-=T=ER=-:D:-::IS::-:T::::R:-;,IC:::::T::-i SHEET CITY OF CARLSBAD 59 13 -PLANNING DIVISION -SHEETS CONSTRUCTION ENLARGEMENTS LC-12 MARJA ACRES ON-SITE RESIDENTIAL <;/,s/z.3 DATE DRAWING NO. 529-9M ~ 0 (l, :::, (/) ' 0 _j <( f-z w 0 (/) w o:'. 00 ~ ' 00 ~ :::i <( ... z w 0 (/) w o:'. w r (/) z C/ 0 y (/) 0 y I 0 o:'. <( 0 z :'S -0 0 ' 00 ~ J:, ~ ui r ' ~ z " 4 .• <.D ~ • • .,..:--,..r-1 m-m TTT- VEHICULAR CONCRETE PAVING SCALE: 1" = 1'-0" SECTION 0coNTROL JOINT½" WIDE x ¾'' DEEP TOOLED JOINT. CONTROL JOINTS TO BE CENTERED BETWEEN EXPANSION JOINTS. ©EXPANSION JOINT)\" THICK PRE-MOLDED MATERIAL THROUGH SLAB W/ ½"MIN.DEEP POLYURETHANE CAULKING ON TOP. (SEE SPECIFICATIONS). EXPANSION JOINTS TO BE PROVIDED@ 20'-0" O.C. (MAX.) <al BACK OF CURBS, BUILDING F'ACE/WALLS, ETC. OR AS INDICATED ON PLAN. 015" LONG #3 BAR DOWEL@ EXPANSION JOINTS (TYP). SLIP JOINT ONE SIDE. 06" CONCRETE SLAB W/#4 BARS tcrl 24" O.C. EACH DIRECTION. VERIFY WTTH SOILS REPORT ©GRAVEL BED PER SOILS ENGINEER 0suBGRADE PER SOILS ENGINEER NOTE 12" MIN SEE CONSTRUCTION LEGEND FOR FINISH AND COLOR OF CONCRETE. P-18028001-CN-08 . . "· . .. . ' '' . ' . :,. '-~ RUNNING SECTION 6 END SECTION 0sAWCUT JOINT,½" DEEP, 5' O.C. UNLESS NOTEO 0½• PRE-MOLDED EXP. JOINT SET BELOW CONCRE TE SYRFACE, SAWCUT CONCRETE 1' DEEP TO COMPLETE JOINT, 20' O.C. UNLESS NOTED 04" CONC PAVING, COLOR AND FIN ISH PER NOTES 0coMPACTED SUB-GRADE PER SOILS REPORT 4 0coNCRETE CURB WHERE OCCURS ©FINISH GRADE I" @TURF, 2" @SHRUB AREAS 0wlDTH PER PLANS 02• THICK SAND BASE OR AS PER SOILS REPORT 06x6/10-10 W.W.M. CENTERED IN PAVING NOTE. SAND BASE AND AGGREGATE BASE THICKNESS SHALL BE DETERMINED BY SOILS REPORT AND "R" VALUE TESTING B CONCRETE PAVING WITH SAWCUT JOINTS SCALE: 11/2' = 1'-0" P-18028001-CN-01 PLAN HANDRAIL SHALL BE SET IN CHEEKWALL. THERE SHALL BE NO PART OF HANDRAIL IN DIRT " I, I' I' D HANDRAIL HEIGHT SHALL BE 34" MIN. & 38" MAX. ALL METAL CONNECTIONS SHALL BE CONTINUOUSL WELDED & GROUND SMOOTH 12"+ TREAD WIDTH SECTION CHEEKWALL 4" ELEVATION CHE E KWALL "' . ' ~. ~ 2*8' 0 DEEPENED FOOTING @ TOP & BOTTOM OF STAIR (N.T.S.) 0PAVING (SEE CONSTRUCTION PLAN) 0 ©EXPANSION JOINT (SEE CONCRETE PAVING DETAIL} 0#3 REBAR CONTINUOUS AT NOSE OF EACH STEP 0 #3 REBAR 24" O.C. BOTH WAYS; HOLD IN CENTER OF POUR AND A MIN . OF 3" CLEAR FROM EDGES ©CONCRETE STEPS, COLOR & FINISH TO MATCH ADJACENT PAVING W/ MEDIUM BROOM FI NI SH ON STEPS PERPEND ICULAR TO THE PATH OF TRAVEL GROOVES AS PER A.DA REQUIREMENTS COMPACTED SUBGRADE PER SOILS REPORT 0 1½" x½" FLAT STEEL HANDRAIL, HORIZONTAL SECTIONS AT TOP AND BOTTOM SHALL BE 12' MINIMUM 0#4 DOWEL 15" LONG, SLIP JOINT ONE SIDE @)coNCRETE CHEEKWALL (SEE SECTION/ ELEVATION CHEEKWALL@ LEFT) t::\ TOOLED CONTROL JOINT ENT IRE LENGTH -.;.;J AT EACH STEP C.:-. 1 ½" x 1 ½" SQUARE TUBULAR STEEL POST I.JwlTH DECORATIVE POST SHOE & 2" SQUARE x½" THICK POST CAP. MID POST REQU IRED IF DISTANCE BETWEEN TOP AND BOTTOM POST IS GREATER THAN 8'-0" 2" DIAMETER PVC SLEEVE. CONTRACTOR SHALL SET SLEEVE½" BELOW FINISHED SURFACE OF CONCRETE. QUICK SET POST 12" DEEP WITH POR-ROK OR APPROVED EQUAL, KEEP POR-ROK½" FROM PAVING SURFACE, USE ELASTOMERIC CAU LK TO FILL GAP, COLOR TO MATCH PAVING NOTES: SEE CONSTRUCTION PLAN FOR COLOR & FINISH OF PAVING. CONCRETE STEPS & CHEEKWALL SHALL MATCH THE ADJ PAVING RISER HEIGHT MAY VARY FROM 5" TO 7" DEPE NDING ON THE DIFFERENCE IN ELEVATION BETWEEN LANDINGS (SEE CIVIL ENGI NEER'S PLAN FOR NUMBER OF RISERS}; RISERS IN A GIVEN SET OF ST AIRS SHALL HAVE A CONSISTENT HEIGHT. ALL STEEL SHALL FINISH W/ 11) COAT OF METAL PRIMER AND 12) COATS METAL EXTERIOR GLOSS, COLOR TO BE SHERWIN WILLIAMS 'INKWELL' #SW 6992., TACK WELD TO SUPPORT - ALL METAL CON NECTIONS SHALL BE CONTINUOUSLY WELDED & GROUND SMOOTH HANDRAILS ARE REQUIRED FOR ALL STAIRS WHICH HAVE (4) OR MORE RISERS HANDRAIL SHALL BE CONSTRUCTEO PER CALIFORNIA BUILDING CODE SEC I ION 11338.5 & FIGURE 11 B-39 ON PAGE 579, FIGURE 11B-39 ON PAGE 578 & 118-27 ON PAGE 567 OF I HE E CONCRETE STEPS WITH DECORATIVE HANDRAIL @1" SQUARE SOLID STEEL POST 0FINISHED GRADE SCALE: 1/2' = 1 '--0" 2 N • 6" H MOW CURB SCALE: 3" = 1'·0' 06" SQUARE CONCRETE MOW STRIP (MIN. 2000 PSI AT 28 DAYS) 0FINISH GRADE 2' FOR GROUNDCOVER AREAS FINISH GRADE 1" FOR LAWN AREAS ½" RADIUS TROWELED EDGES (TYP) #3 REBAR CONT. (LAP 12" AT SPLICES} 0 95% COMPACTED SUBGRADE 6 NOTE PROVIDE CONTROL JOINTS AT 10'-0" O.C. MAX. AND EXPANSION JOINTS AT 40'-0" MAX. O.C. OR WHERE MOW STRIP ABUTS ANY CONCRETE IMPROVEMENT. P· 18028001-CN-21 2 SECTION + SEE CHART SEE CHART FOR GAP -""-,JV t 4 FOR MAX. RADIUS SUP JOINT DETAIL SEE CHART FOR MAX CROWN LENGTH C SEE CHART FOR MAX. CROWN HEIGHT ELEVATION -CROWN DIMENSIONS BEND-A-BOARD CHART MAXIMUM MAXIMUM RECOMMENDED SUP JOINT HDR. ACTUAL RADIUS CROWN GAP AT SLIP HAIRPIN SIZE DIMENSIONS POSSIBLE POSSIBLE JOINT DIMENSIONS 1"X4' 3112" X 3/4" X 20' 3 24' 19" I 20" 1/4"· 1/2" 112' 3/4"I0X13"1 2"X4" 1/2"X1112"X20'5 ~· 16"/20" • 314" 314" ID 1/2"I0X 13" 1"X£' 112" X 3/4" X 20' 5112" 24' 9" I 20' X 13' 3/4". 1' 112" -314" NIA 2"X6" X11/2"X16' ¾' "' BEND-A-BOARD PLASTIC EDGING SCALE: 3/4": 1'-0" P-1 8028001-CN-03 0FINISHED GRADE, GROU ND COVER, PLAN TING AREAS 0FINISHED GRADE TURF AREA ©FACTORY CUT THERMAL EXPANSION SLIP JOINT 07 GA. GALVANIZED STEEL HAIRPIN, SEE CHART FOR WIDTH 01''x6" BEND-A-BOARD 'MENDOCINO REDWOOD' PLASTIC HEADER BOARD ©PLASTIC STAKE <al 3' O.C. MAX. USE PLATED DECK SCREWS FOR ATTACHMENT INSTALLATION TIPS 1.USE COARSE WOOD WORKING TOOLS FOR CUTTI NG AND DRILLINGS. 2.USE PLATED SCREWS OR RING SHANK NAILS TO JOIN BOARDS. 3.ALLOW FOR THERMAL EXPANSION AT THE SLIP BY LEAVING GAPS IN JOINTS OR AT THE END OF TH E RUN. 4.00 NOT SCREW THROUGH SLIP JOINT P-18028001-CN-32 S E CTIO N V E H ICULAR SECTION VE HICU LAR 111 ITT-ITT=I I Tfj ' , 111-. TTT--1 SECTION (PEDESTRIAN PAVERS) 4 0 coNCRETE GUTTER BY OTHERS 0 coNCRETE PAVERS OR BRICK OVER SAND BASE, DEPTH PER SOI LS REPORT. 3 CURB BY OTHERS 4 COM PACTED SUB-GRADE PER SOILS REPORT 5 ASPHALT PAVING BY OTHERS 6 BASE MATERIAL PER SOI LS REPORT '-''-7J SOLDIER COURSE PAVER 8 VEHICULAR CONCRETE BAND, THICKNESS AS PER SOILS REPORT (SCORE AT 36" O.C. MINIM UM OR AS SHOWN ON PLAN} 0 #4 REBAR CONTI NUOUS, 18" LAP MIN. (2) IN 2' WIDE CONG. BANDS (1) IN 18" TO 6" WIDE CONG. BANDS 11 ==I ~o 1' SANO LEVELING BASE I I I i' I 1¥ 11 PLANTING AREA 12 MORTAR BASE ADJACENT TO ALL PLANTING 6 AREAS NOTE -SAND BASE AND BASE MATERIAL THICKNESS SHALL BE DETERMI NED BY SOILS REPORT, 'R' VALUE TESTING & THE RECOMMENDATION OF THE PAVER MANUFACTURER -SEAL ALL CONCRETE PAVERS WITH BP PRO ENHANCER PER MAN UF. RECOMMENDATIONS. -SEAL ALL BRICK PAVE RS WITH 'PROSOCO SILOXA INE PD' PER MANUFACTURERS RECOMM ENDATION. -INSTALL TAN 'TECHNI-SEAL' POLYMERIC SAND JOINT MATERIAL BETWEEN PAVERS C PRECAST PAVERS/BRICKS OVER SAND SCALE: 314' = 1'-0" F SH OVEL CU T LAWN EDGE SCALE: 11/2' = 1'-0" P-18028001-CN-07 0 LAWN 0 sHOVEL CUT EDGE AT 45 DEGREE BEVEi/ANGLE 0 SHRUB/SEASONAL COLOR PLANTING AREA P-18028001-CN--06 G WIDTH PER PLAN • SECTION ,, PLAN .. , .. "'c'. '<..: .,, - WIDTH PER PLAN DG PAVI NG -STABI LIZED SCALE: 1/2" = 1'-0' SECTION A T TURF EDGE • WHERE SEATING IS PROVIDED, SYNTHETIC TURF MUST COMPLY WITH FHAG ANSI A117.1-1986 SECTION 4.5.3 CARPET, AND MUST BE ON A STABLE AND FIRM SUBBASE SYNT HETIC TURF -ON-G RADE SCALE: 11/2' = 1'--0' TITLE ,-------------, REVIEWED BY: APPROVED FOR IRRIGATION AND PLANT ING ONLY , INCLUDING PRECISE INSPECTOR 0 2" DEPTH DECOMPOSED GRANITE WITH SOIL STABILIZER TO BE PLACED ONTO 2" LAYER CLASS II AGGREGATE BASE. D.G. & AGGREGATE TO BE COMPACTED SEPARATELY TO 90% W/350 LB. ROLLER -D.G. PATH SHALL BE FLUSH W/ CIVIL SIDEWALK OR CURB WHERE IT OCCURS. 12% MAXIMUM LONGITUDINAL SLOPE, 2% MINIM UM CROSS SLOPE 0 CONCRETE PAVING, CONCRETE CURB OR ADJACEN T PAVING MATERIAL 01''X4" BEND-A-BOARD HEADER -STAKE 5' O.C. 0 90% COMPACTED SUBGRADE-TREAT TOP OF SUBGRADE & FINISHED D.G. SURFACE W/ APPROVED PRE-EMERGENT GRANULAR HERBICIDE, INSTALL PER MANUFACTURERS RECOMMENDATIONS NOTES -SEE CONSTRUCTION PLAN FOR DECOMPOSED GRANITE PAVING OR CRUSHER FINES, TYPE AND MANUFACTURER -SUBMIT SAMPLE OF DECOMPOSED GRANITE PAVING OR CRUSHER FINES PR IOR TO IN STALLATION FOR APPROVAL OF COLOR (SAMPLE MUST INCLUDE PREMIXED STABILIZER). -STABALIZER TO BE BLENDED INTO DECOMPOSED GRANITE PAVING PRIOR TO DELI VERY TO SITE. P-18028001-CN--02 NOTES: -CONTRACTOR TO USE TREX BOARD ON ALL STRAIGHT COND ITIONS. USE REDWOOD BENDER BOARD ON ALL CURVED CONDITIONS -IN STALL PER MANUFACTURER'S RECOMMENDATION P-18028001 -CN-26 "AS BUil T" DATE DATE LOCA Tl ON OF PLANTING AREA 1--,C,,.,AR-=-lS""BccAD,.,,--,,.,M:::UN"'I:-::Cc:::IP"'AL-::--:Wc:-Ac::T=E=-R-:D:-::IS:::T==R:-:,IC:::T::-1 SHEET 14 CITY OF CARLSBAD 59 -PLANNI NG DIVIS ION -SHEETS CONSTRUCTION DETAILS LC-13 ~ 1STSUBMITTAL 02-25-2021 \\'OSCAp .~1~ ~------------------+---,f---+------------------+----+---+----1----< 0 2ND SUBMITTAL st re, -Underground Service Alert • MARJA ACRES ON-S ITE RES IDENTIAL ~ @aCal 1 I: 1 aRDSUBMITTAL ,_, e ~ g m p DEVELOPERS NAME, KB HOME COASTAL INC CO FINAL SUBMITTAL :: ~"" ~ ADDRESS, 9915 MIRA MESA BLVD. SUITE 100 <.9 ROOT BARR IER NOTE: -' ~~~;:1==~1--SAN DIEGO CA 92131 W ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, DRAWN MG • 3116 LIONSHEAD AVENUE PLANNING ~ TWO WORKING DAYS BEFORE YOU DIG HARDSCAPE ELEMENT, BU ILDING, FIRE HYDRANT, UTILITY SUI TE 102 TELEPHONE: 858.877.4267 ~ VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH APPROVED RS C.ARLSBAD, e,A '12010 DRWN BY: MG PROJECT NO. W "CALJTION":Remember\haltheUSACenternolilies OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL DATE PLAN PREPARED: -~05~/~08~/~23~-------DATE INITIAL DATE INITIAL DATE INITIAL LPC2021 _0Q0S t----+---f------------------+---+---+----+--~ APPROVED DRAWING NO. 529-9M ontythose uiilftiesbelongingtolhecenter.There ENCIRCLE THE ROOT BALL. JOB NO. 18-028-00 c•\. gmplandarc.h.c.om REVISION DESCRIPTION _, =""'""'"''"'""'="'at1tre=<sle.Toe " T 1>51' 551' l>S11 BY·. GMP ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL CHCKD BY: RS CT 16-07 u, L __________________ J.:=:::;"':::"'::!'~'"";::~:::;yoo~•'.::whom~,.,;::::::~~-11 n;:;rn11y~· •_...JL-----------------------~SC!AL:;;E _____ --"A;aS_;:SH~o::;WN;:JL __ ::;;::=~::::--...JL...:..:::::_::::::::_.:::::_;_:_ __ .,.J.::,::.,;:::;::::;:::;:::;:::;:::;:::;:::;:::;:::;:::;:::;:::;:::;:::;:::.,__i:..:,:_.:,::::_:_:..::_:J_ _________________ J.:=:::...::::.:.::::::..L::.:..::::.:.::.::.:.:::JC.:::.:.::::.:..:.::J __ ...,l __ _j~~;!!..(.--_JL ____ _J ~ 0 (l_ ::, (/) ' 0 ;i 1-z UJ 0 (/) UJ 0:: 0:, N D ' 0:, ~ :::i <( 1-z UJ 0 (/) UJ 0:: UJ 1- (/) z 0 ' 0 y (/) 0 y I 0 0:: ,§ z ::5 -D D ' 0:, N D ' 0:, ~ U) 2' ¼"R 0POOL DECK-SEE CONSTRUCTION LEGEN D FOR COLOR AND FINISH 0 PRE-FORMED EXPANSION JOINT W/ WATERPROOF CAULKING TO MATCH POOL DECK _ .-_....,.., ~ -4 co COLOR AND FINISH TO MATCH t i----\.---,-----...,-._:.~t~~~~~21~~~~}:0~1~~•;:;~-"-i-t 0CAST IN PLACE CONCRETE COPING; ½-" • • • • SURROUNDING DECK ....... · " "' .... ·r ,.. c,;, 0POOLTILE,SEEBELOWLEFTFOR -. -. ,-,-, _, •. • • ,• '° ~ SPECIFICATION I I I 1:: :ill: :1 I 1:: :111:: :1 1:: :1 Ii I · · j ·. ~=-''k-~GUNITE BOND BEAM 1-=11 •-''=III-'' I aill •. y f; • POOL SURFACE (PLASTER) - 1 • • SUBGRADE COMPACTED PER SOILS ._ • ;i _. REPORT ©WATER LINE, 3" BELOW BOND BEAM 0 REBAR PER POOL CONTRACTORS SHOP DRAWINGS 0(2) #2 BARS CONTINUOUS, CENTERED IN COPING MAIN RECREATION POOL AND SPA TILE, SHALL BE A.§'. WIDE BAND OF 'COASTAL KEYSTONES TROPICAL THUNDR CK88' FROM DAL TILE WITH '#382 BONE' GROUT FROM CUSTOM BUILDING PRODUCTS 0#2 BARSAT24" O.C. CONTRACTOR SHALL ALLOW (5) WEEKS LEAD TIME FOR DELIVERY oF I ILE. J "' p POOL/SPA COPING -POURED IN PLACE SCALE: 11/2':: 1'-0' P-18028001-CN" 10 12:00 R 63" [160.0cmjWHEN SEAT AT _ ------------------LOWEST POSI ION ___,---, '---._____✓R76"/1930cmlWHENSEATAT / -' ' ' -._____ "-HIGH ST POS TION / / ---,.:cr,;_,1--,-~ '-'-~ 81" I2057cml WHEN SEAT AT 1 / ; 1 / -, , , ~ ~ ~ EXTREME POSITION 11/1 11 WATER ll\::;;dU12"min-20"maxl305'\ '\\ cm-50.8cm] \ \ \ POOL EDGE / / /,C;J), ~ ~ / / • 0 0 000 0 • 0 • N O O O O • 0 0 0 0 • 0 .::-:---------~ POOL LIFT SCALE: 3/8" :: 1'-0" I: ~ "" 1~ :, '" --------~ - TOP VIEW -RANGE OF MOTION 3' GATE ELEVATION 3:00 FENCE SECTION PATIO NOISE BARRIER FENCE AND GATE SCALE: 1"::1" NOTES SEE PLAN FOR TREAD DIMENSION AND LOCATION. 12" . ", 1TMIN. b ■ -.,I ~~, 18"MAX. ~w xz <C -::, :, 'TJ I • ·I 11, "7--~'h-a , ~:-•-• ~, --'k-·11 . . --m-"'• 01 ½" BRUSHED STAINLESS STEEL FLANGE MOUNTED RAILING ©WATERLINE 0POOL COPING WITH ADA COMPLIANT GRIP !SEE POOL COPING DETAIL) 0REINFORCED GUN ITE SHELL W/WHITE PLASTER FINISH, POOL CONTRACTOR SHALL PROVIDE SHOP DRAWINGS INDICATING RE INFORCING AND ALL NECESSARY POOL EQU IPMENT 0coMPACTED SUB-GRADE PER SOILS REPORT ©WATERLINE TILE (SEE POOUSPA COPING DETAIL) NOTES: • SEE SHOP DRAWINGS FOR NUMBER OF RISERS ' CONTRACTOR SHALL SUBM IT SHOP DRAWINGS TO THE LANDSCAPE ARCHITECT FOR APPROVAL SLOPE TO DRAIN . -""1.,,__-,,:;-~--,.,,---,-r/ -clll-,, ,-- K POOL/SPA ENTRY SCALE: 112" = 1'-0" 23 II [58.4cm] BACK VIEW 3" (16 0cm] DECK 12"min-20"max I1 !i6;m] 1 [30.Scm-50.8cm~ SIDE VIEW 20 25" 151. cm] WATER SECTION A NOTE: -THE NOISE BARRIERS SHALL BE CONSTRUCTED WITH A SURFACE DENSITY OF AT LEAST THREE POUNDS PER SQUARE FOOT. THE NOISE BARRIERS SHOULD HAVE NO OPENINGS OR CRACKS. -ALL WOOD SHALL BE CLEAR FROM DEFECTS AND KNOTS THAT MAY COMPROMISE INTEGRITY -WOODWORK TO BE STAINED, VERIFY COLOR WITH OWNER 2 .6" [67. cm] P-18028001•CN-15 P-18028001-CN-67 0NOISEATTENUATION ACRYLIC PANEL SHALL BE 'ACRYLITE SOUNDSTOP GS COLORLESS OSOO', 0.591" THICKNESS. INSTALL ON 'U' CHANNELS ACCEPT ACRYLIC PANEL AND GASKET 04X4 REDWOOD POST 01x4 TOP RAIL !REAR) 1x4 TOP RAIL FRON'r) 02x6 REDWOOD BOARD CONNECT WITH TONGUE AND GROOVE JOINT 01 x4 BOTTOM RAIL !REAR) 1x4 BOTTOM RAIL FRONT) 0coNCRETE FOOTING, SLOPE TOP TO DRAIN AWAY FROM POST 9 PEA GRAVEL SUMP 10 90% COMPACTED SUB-GRADE 11 FINISH GRADE 12 2x4 CROSS BRACE (REAR ONLY) 13 2x4 GATE FRAME 14 GATE LOCKING MECHANISM (REAR) 15 HEAVY DUTY SELF CLOS ING GALV. GATE HINGES (REAR). CENTER HINGE BETWEEN TOP RAIL AND SIDE FRAME. BOTTOM RAIL AND GATE FRAME P-18028001-CN-68 6 -· •. CONCRETE POOL DECK SCALE: 11/2" == 1'-0" R¼" . . . . .- SECTION 0FINISH GRADE AT PLANTING AREA WHERE OCCURS, SEE PLAN FOR LOCATION 0coNCRETE CURB W/ (2) #3 REBAR CONT AND MED. BROOM FINISH. 1/2" DEEP SCORE JOINT EVERY 10'-0" WITH EXPANSION JOINT AT ALL CORNERS 0 PLAY SURFACING PER PLAYGROUND RESILIENT SURFACING DETAIL 0 COMPACTED CLASS II BASE PER PLAYGROUND RESILIENT SURFACING DETAIL 0 90% COMPACTED SUBGRADE CONCRETE CURB AT RESILIENT SURFACING SCALE: 1" ~ 1'-0' P-18028001•CN-31 " -Q 0 SAWCUT JOINT, 1½• DEEP, 5' O.C MAX. UNLESS NOTED 0 ¼• PRE-MOLDED EXP. JOINT SET BELOW CONCRETE SURFACE, SAWCUT CONCRETE 1/2" DEEP TO COMPLETE JOINT, 20' O.C. UNLESS NOTED 0 CONCRETE PAVING, COLOR AND FINISH PER PLAN 0 COMPACTED SUB-GRADE PER SOILS REPORT 0 12" TURNDOWN EDGE 0 FINISH GRADE 2"@ SHRUB AREAS 0 4" THICK CLEAN SAND BASE OR AS PER SOILS REPORT #3 REBAR 18" O.C. EACH WAY #3 REBAR CENTERED IN TURNDOWN EDGE 0 POOL COPING PER POOL COPING DETAIL NOTE TSO!lGRADE SHOULD BE INCLINED SO THAT ANY MOISTURE THAT SEEPS THROUGH THE CRACKS IN TH E CONCRETE DUE TO IRRIGATION, RAIN, OR POOL SPLASH WILL BE DIRECTED AWAY FROM POOL. P-18028001-CN-37 0coNCRETE PAVING WITH DEEPENED EDGE, (2) #3 REBAR CONT. 0 3½" THICK POURED-IN-PLACE 'ALIPHATIC' RUBBERIZED PLAY SURFACING SHALL BE SPECTRATURF. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. VERIFY IN WRITING, REQUIRED DEPTH FOR SURFACING FROM MANUFACTURER PRIOR TO INSTALLATION. 04" DEPTH 90% COMPACTED CLASS II SUB-BASE FILTER FABRIC OVER DRAIN 90% COMPACTED SUBGRADE 4" DIA. NOS PLASTIC DRAIN GRATE WRAPPED WITH FILTER FABRIC. CONNECT TO ADJACENT LANDSCAPE DRAIN SYSTEM '" 111-- ~'ls---1--=i!:t\'i=~I 11 i I I 11 i 1111 11 11 1 -Ill. ,,. -111 -,,· 0#3 REBAR @24" 0 C . HOLD 3" CLEAR 0FALLZONE LINE, SEE PLAN. DEPTH OF 0 3" 6" RESILIENT SURFACE AT THIS LINE SHALL BE PER MANUFACTURER'S RECOMMENDATIONS NOTES: -SEE TOT LOT DETAIL FOR LAYOUT INFORMATION -BINDER SHALL BE ALIPHATIC -RESILIENT SURFACING TO BE: 30% TEAL -50%, BLACK -20% LIGHT BLUE. PLAYGROUND RESILIENT SURFACING SCALE: 1' = r.o· P-18028001-CN-30 "AS BUil T" TITLE DATE ~-------------l REVIEWED BY: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. SHEET 15 INSPECTOR DATE CARISBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD 59 -PLANNING DIVISION -SHEETS CONSTRUCTION DETAILS LC-14 l- oo~ ,sTsueMrTTAL 02-2s-2021 \\OSCAp .~I~ 1-------------------+----+---+-----------------__,,~--r----+----+----1 2NDSUBMITTAL strez... , Underground Service Alert ... MARJA ACRES ON-SITE RESIDENTIAL 0:: --gmp '\-e 8 Cal1I: 1 DEVELOPERS NAME, KB HOME COASTAL INC. co FINAL SUBMITTAL <.> .: /1 ,,,---, 'G.' ~ :C _ -i <> ADDRESS, 9915 MIRA MESA BLVD SUITE 100 r---+---r------------------+---+---+----+---1 APPROVED <-9 ROOT BARRIER NOTE: -' ~~t5l~t=-... SAN DIEGO CA 92131 s:/1,;fi3 W ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, DRAWN MG • * 3116 LIONSHEAD AVENUE PLANNING DATE ::;; HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY ,,---7 SUITE 102 TELEPHONE, 858.877.4267 <( TWO WORKING DAYS BEFORE YOU DIG z VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH APPROVED RS C.ARLSBAD, CA '=12010 DRW'N BY: MG PROJECT NO. DRAWING NO. UJ "CALmON":RememberthatlheUSACenternotifies OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL DATE PLAN PREPARED: -~05~/~08~/~23~-------DATE INITIAL DATE INITIAL DATE INITIAL LPC2021-QQQ8 on!ythoseutilitiesbelongingtolhecenter. There ENCIRCLE THE ROOT BALL. JOB NO. 18-028-00 c•· gmplandarc-h.c-om REVISION DESCRIPTION CHCKD BY·. RS 529w9M ~LLL __________________ _j~=~•!re~0~•e~M:·1m~es~prase:::!::m:•~•~""~'"''~""_·~-J...::===============-------.2a~------'~~!!.JL_....::::;~~~~:::_ __ J.._:T~8:58~$:8:,:::8:S1~1__: __ J:::":~.:::G~M~P::::::::::::::::::::::::::::::::::::::::::::::::::::::::=-...1E:N:Gl:N:EE:R_o:F_w:o:R:KL ________________ _j~O:lli:E:R:A:P~PR:O:V~:::._LC:l:~~AP:P:R:OV:A:L..l:=:.::.:.:.:,.:_:::..._ __ ,L __ ~£I,J.§.-;2Q'. ___ L ____ ...J centerwm inform you of whom they will notify. SCALE AS SHOWN ~ 0 D.. ::, (J) ' 0 --' <( 1-z w 0 (J) w Cl'.'. "' N 'i' "' ~ :::i <( 1-z w 0 (J) w Cl'.'. w 1- (/) z 0 ' 0 S2 (/) 0 S2 I 0 Cl'.'. c3 ~ 'i' "' N 'i' "' ~ -(J) 1- PER PLAN 2'MIN ,. SE E ENLARGEMEN T\ 00 8 ) :)) :;.) F' 00 ~ BELOW RIGHT 1 /'-.... "" .,._ , ' . ' I "" 11 II II II II II II II II 11 II II II "' . \ 0 • ,. 0 0 ' "' -x <( 2 " :,:, ~ "' .,. N -. ' ' , • . ; \ ~. . . 24" CLR PAVED 111 · 11(1111 : i' 111; i' I li'"I I 1; I ;~ AREA ON STRIKE SIDE OF GATE I, T ' 11' . '.,_ ,, -le 10 I • I . l_;,.;1 1- KICKPLATE SHALL BE SET FLUSH WITH EXPANDED WIRE MESH THERE SHALL BE NO LIP THAT CAN BE USED AS A STEP - I . II ;1 =I ; IL -=1 0 1-:1 K II II 11 11 11 II II , II II II ' 1, 4"0.C. ~ " ,~ ~ '\ I 11r} A ~lll---:-11, llic'=l ll=II II 1i 11 111U 1~ 111 11 ~1 1i' 11rr . . 11' !,' 1-111-. '--=I I I~ . JJJ 7 1 E 12 ,~ . ·11 I' 3"CLR ' ,, I II I , KICKPLATE @ GATE PLAN VIEW FENCE & GATE NON-LOCKING -6' HT. SCALE: 1/2" = 1'-0" -;;; 6 "' " :,:, ~ "' .,. • ' ,. ,. 24"CLR PAVED 111=11 1 ' Il l AREA ON STRIKE ~--, 1 I= · SIDE OF GATE I, T ' KICKPLATE SHALL BE SET FLUSH WITH EXPANDED WIRE - MESH THERE SHALL BE NO LIP THAT CAN BE USED AS A STEP POOL FENCE & GATE -5'-6" HT. SCALE: 1/2" := 1'--0" 3' GATE V DOG PARK FENCE SCALE: 1":=1" I I ! II ' KICKPLATE@ GATE PLAN VIEW 8' O.C MAX TYP. (I II II II II II :) I ~ 2 N ~w~ 111 -" • N ,. I I' ' _;I I c- I I w u <( u_ (l'. C) Cf) 0 w I Cf) z -u_ w > 0 00 <( "' I' ( INSIDE OUTSIDE ) ,, _.,-- I I I . VERIFY GME V\!DTH PER • PLAN TYPICAL PLAN VIEW "' f- 0 ::5 -< z u_ w w .(l'. f-z <( x-W2 I ', V II----">...---\ CONCRETE OR MASONRY SURFACE ~· . TYPICAL SECTION ! .. '. 21 ' iD \".. .. \ ' "'- ENLARGEMENT TYPICAL SECTION • ~ \ ; ;· "'- ENLARGEMENT & ~ > " ' ' GATE LANDING ' ' MAX 2% SLOPE • ~ ANY DIRECTION ' ' . , VARIES 2' PER P~N •-~" ' ~ ' • • TYPICAL PLAN VIEW NOTE CONTRACTOR SHALL PROVIDE GATE LOCATIONS PER PLAN 0 zz w-~ "' " -w~ H "' ~ ' .. "'-/ SURFACE MOUNT TYPICAL PLAN VIEW "'-/ SURFACE MOUNT 0 3' WIDE ACCESS GATE 0 4' SQ. REDWOOD POST (D 2"X6" REDWOOD NAILER BOARD 0 2'X4" REDWOOD GATE FRAM ING BOARD 0 2'X4" REDWOOD GATE CROSS BRACE © HEAVY DUTY HINGE -STAINLESS STEEL, SELF-CLOSING -NARROW TO NARROW ITEM# DDSHDNNA-P AVAILABLE AT WWW.HOOVERFENCE.COM. INSTALL PER MANUFACTURER RECOMMENDATIONS © 8' X 24" CONCRETE FOOTING, PROVIDE 3' CLEAR FROM BASE OF POST TO BOTTOM OF CONG . © 6" CONCRETE CURB UNDER FENCE © COMPACTED SUB-GRADE PER SOILS REPORT @ MCNICHOLS VINYLMESH. 2" SQ. OPENINGS WI BLACK PVC COATING. ITEM #3P02994810. ATTACH TO BACK OF REDWOOD NA ILER BOARD @GATE LATCH SHALL BE LOK-KLATCH MAGNETIC -KEYED ALIKE AVAILABLE AT WWW .HOOVERFENCE.COM. INSTALL PER MANUFACTURER RECOMMENDATIONS P-18028001-CN-28 CONCRETE OR MASONRY SURFACE 2" SQ. T.S. TOP & BOTTOM RAILS f;";\THREADED MASONRY ANCHORS WITH \;;;/MINIMUM 3" EMBEDMENT 2" SQ. TS. GATE POSTS. SET IN 3½" DIA x 18" r;;;,. DEPTH STEEL SLEEVES. FILL VOID WI ¢STEEL KICKPLATE MOUNTED ON PUSH-SIDE NON-SHRINK GROUT (COLOR TO MATCH CONG) OF GATE, COLOR TO MATCH FENCING GATE FRAME. 2" SQ. TUBULAR STEEL NOTES: -ALL PEDESTRIAN GATES SHALL BE KEYED 2" SQ. TS. POSTS WI FLAT CAPS, 8' O.C. MAX. WTH AGENCY APPROVED HARDWARE FOR EMERGENCY ACCESS. HEAVY DUTY SELF LOCKING KEYED LATCH WI -FENCE & GATE CONNECTIONS TO THE LEVER TYPE HANDLE. INSTALL STAINLESS BU ILDING SHALL BE PER ARCHITECT STEEL PUSHBAR PANIC HARDWARE, CAL-ROYAL WHERE THEY OCCUR. #9800, 42" FROM TOP OF DECK, ON POOL SIDE -ALL TUBING SHALL HAVE BOTH ENDS OF GATE. WELDED CLOSED AND GROUND SMOOTH -ALL METAL FENCING CONNECTIONS 0sQUARE STEEL POST FLANGE WITH FLANGE SHALL BE CONTINUOUSLY WELDED . COVER. (4) CONNECTION POINTS THERE SHALL BE NO WELDING OF FENCE 0 MATERIALS IN THE FIELD 7 SELF CLOSING HYDRAULIC HINGE, -FENCE PANELS SHALL BE PRE-MEASURED 'MAMMOTH-180' BY LOCINOX, INSTALL PER -POOL FENCE SHALL BE INSTALLED ABOVE MANUF. MOW CURB OR HARDSCAPE, DIRT IS NOT ALLOWED DIRECTLY BELOW ¾" SQ. T.S. PICKETS@ 4' O.C. WALL/COLUMN ATTACHMENT. PRE-DRILLED SLIDING END PLATES W/ ¾"x3" LAG SCREW/LEAD ANCHOR ASSEMBLIES OR SIMILAR TYPE OF FASTENERS. OBTAIN APPROVAL OF ARCHITECT PRIOR TO USE. FINISH SURFACE OF PAVING ARCHITECTURAL WALL OR COLUMN-PER PLAN CONCRETE FOOTING, SLOPE TO DRAIN AWAY FROM POST 0 FINISHED GRADE 0 MIN 90% COMPACTED SUBGRADE P-18028001 -CN-29 P-18028001-CN-23 u I I PRIVATE LOT I lli.lil~---\ 0sx4x16 CMU BEVELED WALL CAP, COLOR PER PLAN 06x8x16 SPLIT FACE CMU BLOCK, COLOR PER PLAN - GROUT ALL CELLS WITH REBAR SOLID 0#4 REBAR@40" O.C. 0 #6 STD. 'DUR-0-WALL' JOINT RE INFORCEMENT@ 24" o.c. (3 PLACES) PER use STD. 21-10. USE #5 STD. (FOR CURVED WALL$, USE #4 BAR) 5 #4 REBAR DOWEL@ 40" 0 C .. 18" MIN. LAP SPLICE 6 (2) #4 HORIZ. REBAR CONT. IN FOOTING 7 FINISH GRADE 8 CONT. CONCRETE FOOTING 9 COMPACTED SUBGRADE PER SOILS REPORT PROPERTY LINE MIN. FOOTING DEPTH FOR 7' TO DAYLIGHT WALL@ WALL@ WALL@ SLOPE TOP 1 FT SETBACK 2 FT. SETBACK 2TO 1 3'-6" 3'-0" 2'-6" 3 TO 1 2'-4" 2'-0" -- SPLIT FACE CMU WALL-FREESTANDING SCALE: 112' := 1'-0" P-18028001-CN-18 WOOD FENCE AND GATE -3'-6" HIGH SCALE: 3i8"" 1'-0" APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE TITLE REVIEWED BY INSPECTOR P-18028001-CN-17 "AS BUILT" DATE DATE LOCA Tl ON OF PLANT I NG AREA 1--C-AR.......,.IB __ B_A __ D_M--U'""N""I"'c1=p...,.A7L---::W::--:A--=r=ER=-=D""IS::::T:=R,:-:IC::::T:-1 SHEET CITY OF CARLSBAD 59 16 -PLANNING DIVISION SHEETS CONSTRUCTION DETAILS LC-15 ~o 1STSUBMITTAL 02-25-2021 "sotsrC•A· .~1~ 1---------------------t------,t------,-------------------t---t---t---+------1 2ND SUBMITTAL , Underground Service Alert ~ ® 8 Cal 1 I: 1 sao sueM,rrAc '-)· g m p DEVELOPERS NAME, KB HOME COASTAL INC. MARJA ACRES ON-SITE RESIDENTIAL CO FINAL SUBMITTAL 41 t :::; ~"' ADDRESS, 9915 MIRA MESA BLVD. SUITE 100 <.'J ROOT BARRIER NOTE: -' SAN DIEGO CA 92131 t----+---t-------------------+----+----+----+--➔ APPROVED W ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, DRAWN MG • 31i6 LIONSHEAP AVENUE PLANNING ~ TWO WORKING DAYS BEFORE YOU DIG HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY SUITE 102 TELEPHONE: 858.877.4267 2 VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH APPROVED RS CARLSBAD, CA ~2010 DRW"N BY: MG PROJECT NO. W ''CAUTION''.RemembsrlhatlheUSACenterllOtifies OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL DATE PLAN PREPARED: -=0=5/=0=8=/2=3~-------DATE INITIAL DATE INITIAL DATE INITIAL LPC2021 _QQQS onlythoseulllrtiesbelongingtothecenter.There ENCIRCLE THE ROOT BALL. JOB NO . 18-028·00 gmplandarc.h.c-om REVISION OESCRI PTION DATE DRAWING NO. 529-9M .....I couldbeolherutilitiespresentattheworksite.Toe T 858 558 8"111 BY: GMP ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL CHCKD BY: RS CT 16_07 w..L ___________________ .l,:oom::!:e:_:cw:!ill:;!icfu;:!rn::2yoo:;::!o<'.:whom'.::_"":::::~:!".::'otify!;"~--..J _________________________ ..,!SC:!A:;;CE:._ _____ .:,A;_';S~S~HO~W~<..i __ _::::::::::::;:~;:::::._ __ L_.:..::::::::~:::.::::.:.:... __ ...J.::.:.;;;;::;::;::;:::;:::;:::;:::;:::;:::;:::;:::;:::;:::;:::;:::;:::;:=....J.::.._::.:....:.. _ _:L __________________ i::.:.:.::..::.:.::::.:.::..L..::.:.;_.::...::.:.:.:.::..1::.:..:..::..:._.::.. ___ L __ j,:_L.l;~:.(_--..l-----...J ~ 0 Q. :::, (J) ' 0 __J <( f--z w 0 (J) w [l'. a:, N 0 ' a:, ~ :::i <( f--z w 0 (J) w [l'. w f-- (J) z 0 0 S! (J) 0 S! I 0 [l'. ti ~ 6 9 a:, N 0 ' a:, ~ -(J) f-- ' 1 ' • --- C -- ' • ~ , -' -200' O" I . A ... -, 0 0 10 (? ,,, 11 ,.. /2 C -L\ ~LJ\ a I \/ ~ ~~ J __ J\ -" a ~ L\ J_J\ " - \. \;\ ~ W\ ~~ = ~ ~ ~ ~ '= ---~--;:::, ~~ ~~ ---') --- . _ LLI/TTU '.TTfl . Tf' m!l_j • • 111 il1 I I , I I I I' (;9 'I 14 • • • -----I k 1 4'-0" TYP. END SPAN 10'-0" kTYP INTERMEDIATE SPAN~ 1 1 EXISTING WALL (WITHOUT GUTTER) EXISTING l l 0 0 I I l l I 11 I-'--'' --,11 :; ,; -;... ~ 8" DIA MIN. 8' DIA MIN. , . , B ' - 5 " 6' ? /2,iJ 'I, - /, ·I> " ') =7 • I ""TT1.1..1"''' 11 :-111 Lrnl~n (0 1 ·~ - 111 !TI ,I • ·~ • ---.-. . --L RETAINING WALL (WITH GUTTER) EXISTING ELEVATION 7 ---::: ,. 1000' MAX . C - 8 r;;; ---" 9 11 13 12 'A "' _t / • _,-/j ~ i = . /,ab "" 0 _, _::, ' ~ ~ l/ ~ -0 ', '--; < a ->----~ d ~ ' 0 ---< a F -o ~ _/I ~ =;= §) 0 .:::, I ' ' ' ---~ : : ;~ r-' 111,-;;W:-:-:W 71111 ~11 1=111---= 1=11 1 =;I I ~ :...> ·~,· . _,. I I I 17 L 15 10'-0" 4'-0' ~YP INTERMEDIATE SPA* TYP. END SPAN L t 1 RETAINING WALL (WITH GUTTER) NEW CONSTRUCTION ' ' 0½" DIA EYE SOL TS IN¾" DIA. DRILLED HOLES. PEEN ENDS OF BOLTS, TYP. 0¼" DIA BOLT-PEEN END@ JAW END 0\(s" DIA. TURNBUCKLE WITH 4½" ADJUSTMENT TYP . 4 (2) ¼" DIA CABLE CLAMPS PER END 5 INTERMEDIATE TURNBUCKLE 6 ¾" DIA DR ILLED HOLE 7 PIPE NPS 1 ½" STD. 8 ¾" DIA TRUSS RODS 9 ¼" DIA GALV CABLE POST CAP TO BE A DRIVEN FIT, TYP. 11 PIPE NPS 2" STD. POST METAL CLAMP PLACE NPS 1 ¼" STD , TYP. TOE OF SLOPE GUTTER FL CONCRETE FOOTING TOP OF WALL EYE BOLT OR EYE ENO OF TURNBUCKLE CRIMPED SLEEVE CLAMP ¼' DIA GALV. CABLE 21 CRIMPED STOP SLEEVE CLAMP WASHER MORTAR ~"~ l 0 I #4 REBAR HOOP, 8"x11' (2) #4 REBAR 4"x5"x9" OR 5" DIA x 9" POST POCKET 27 EXISTING CONCRETE GUTTER. (REMOVE AND REPLACE SUFFICIENT LENGTH OF GUTTER TO ALLOW INSTALLATION OF RAILING POST) l L k 1½" +/- "',) " " M ALTERNATIVE CABLE CONNECTION 5" ALTERNATIVE DEAD END ANCHORAGE NOTES 1. MAXIMUM DISTANCE BETWEEN TURNBUCKLES SHALL BE 200'-0"<I-. 2. INTERMEDIATE TURNBUCKLES TO BE PLACED IN ADJACENT SPANS. 3 CABLE SHALL NOT BE SPLICED BETWEEN INTERMEDIATE TURNBUCKLES AND END POSTS. 4. ALL POSTS, CABLE, AND HARDWARE TO BE GALVANIZED, 5 POSTS TO BE VERTICAL, 6, ALIGNMENT OF HOLES IN POSTS MAY VARY TO CONFORM TO SLOPE OF TOP OF RETAINING WALL, 7, THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABR ICATING ANY MATERIAL 8. LINE POSTS SHALL BE BRACED HORIZONTALLY AND TRUSSED DIAGONALLY IN BOTH DIRECTIONS AT INTERVALS NOT TO EXCEED 1000', 9, POST POCKETS TO BE CENTERED IN TOP OF WALL, 10, TYPICAL END SPANS, BRACED IN BOTH DIRECTIONS, SHALL BE CONSTRUCTED AT CHANGES IN LINE WHERE THE ANGLE OF DEFLECTION .. .......... ··--- 11-PROVIDE THIMBLES AT ALL CABLE LOOPS, SECTION A-A EXISTING SECTION B-B EXISTING SECTION C-C NEW CONSTRUCTION POST POCKET FOR REFERENCE ONLY BASED ON REVISED CAL TRANS STANDARD PLAN RSP B11-47 (ALL CURRENT UPDATES SHALL TAKE PRECEDENCE) CABLE RAILING w I-S~C~A~LE~•~11~2-0 ~1'~-0",------------------------------------------------------------~P~-1~802~80~01~-C~N~16 9' AT COMMUNITY REC, AREA#2 10' b I M ---' ,-,, I I ~ ---t 3 5 15 PLAN 9" AT REC, AREA #2 1'-9' 3' 1 '-7' 2'-6" 1'-2" "' o o·o b ~ ~ 2'-6" ---' N ELEVATION BBQ COUNTER SCALE: 3/8' = 1'-0' 2'-10" 8' I -TT' "TT~111-6" o.c. -, SECTION NOTES ++ REQUIRED KNEES CLEARANCES PER C.B.C. SECTION 11B-306.3 ++COUNTER MAX HEIGHT SHALL BE 34" PER SECTION 11B-8043,2 DETAIL LEGEND 0 GAS BBQ GRILL MODEL S36T -"PGS T-SERIES 36" WI 1 HOUR BUILT IN TIMER' 75,000 BTU'S. INSTALL PER MANUFACTURER'S SPECIFICATIONS, CONT ACT AEI CORPORATION 949-479-0559 OR HTTPJ/WWWAEICORPORATION,COMI r.:;,. PRC'lffWATERPROOFGFCIELECrnCi'l \J Ol/TlET &COOIJUITINEUEClRK:ASlEEVE 0 GJ',S LJ;ESIZED PER M'MJF, REC0\1MENDA110N, INST/>J.l IN SlEEVE 2X UNESIZE ,.;,. ADAACCESSIBUECl/TOVTWITHSl\XXXJ 0 DOUBLE ACCESS DOOR #MOS L39 \;;I RNISH FROM AEI CORP , INST ALL PER MANUFACTURER'S SPECIFICATIONS. ~6 EXPANSION JOINT 0 PJ,PJ'COOCRETEODUNTER1DPWITH f___, 11 FINISH SURFACE OF ADJ'ICENTPAIANG PER ROOND CORNERS, GRJNDED SMOOTH. AWLY AJlN PENETRATING, MAmSEA£RCOOCETE COLORSHALlMATCHADJACENTPA\Ai-13, 4 8XBX16CMUBLOCK,GROUT />J.lCELLSSOLll ,.;,. FIN ISH GRADE OF ADJACENT \J PLANTING AREA (;;\BACK SPLASH TILES TO MATCH POOL 6"8'16'0MU BLOCK \;;I WATER LINE 6 2"X4'' C STUDS FOR BBQ SUPPORT 7 S1\XXXJ FINISH TO MATCH ARCHITECTURE 8 #4 REBAR@ 16" O.C, VERT. WI ALT BENDS, MIi{ 3" CLEAR 0 #4 REBAR@ 24" O,C, HORIZ,, MIN IMUM 3" CLEAR t:\ CONCRETE FOOTI NG WI (4) #5 I.JLQNGITUDINAL &#5@ 12 ' O,C, X 3' LONG TRANSVERSE RE-BARS C0\1PACTEDSUBffiADEPERSOLSREPORT STENLESS STEEL VENT, PROVIDE (2) FOR CROSS DRAFTING PER MANUFACTURER'S RECOMMENDATIONS NOTES• 1, CONTRACTOR SHALL PROVIDE 'BARBEQUE USE & CARE MANUAL' TO CLIENT WITH TURNOVER DOCUMENTS, 2, CONTRACTOR SHALL STUCCO THE BACK OF THE ADA ACCESSIBLE CUT AND THE INTERIOR OF THE ACCESS DOORS, FINISH & COLOR TO MATCH ADJACENT ARCHITECTURE 3. INSTALL METAL GRILL VENT TO DAYLI GHT AT REAR OF BBQ PER MANUFACTURERS RECOMMENDATION 4, PROV IDE GOOSENECK LIGHTING FOR BBQ AT REC, AREA #7 P-18028001 -CN-43 9" 48' 9" ·-_o 4' PLAN HORSESHOE PITCHING COURT SCALE: 3/8'' "' 1'--0" SECTION 'A' 11 '-0" BOCCE COURT SCALE: 112' = 1'-0" PLATE ENLARGEMENT SECTION TITLE 0 2x10 REDWOOD S4S BACK BOARDS SCREWED INTO POST WITH¼" XS" CARRIAGE BOLTS WITH NUTS AND WASHERS 2 4x4 PRESSURE TREATED WOOD POST 3 1" DIAMETER STEEL PEG 4 SOLID OAK BLOCK 5 ¼" GALV, STEEL PLATE 6 OPEN 7 4x6 PRESSURE TREATED REDWOOD BORDER 0 □ECOMPOSED GRANITE, PARADISE GOLD BY KRC ROCK ©LANDSCAPE FILTER FABRIC 0 COMPACTED SUB-GRADE P-18028001 -C N-04 0 CONCRETE CURB WITH 112" RAD IUS CORNERS, INTEGRAL COLOR AND FI NISH TO MATCH ADJACENT PAVING AREA 0 PORTION OF CURB DROPPED TO FINISH GRADE TO ALLOW ACCESS, SEE PLAN FOR LOCAT ION 0 #4 HORIZONAT AL ANO VERTICAL REINFROCEMENT REBARS KEEP 3" CLEAR 01" -1-112" OYSTER SHELL GROUNDCOVER AVAILABKE AT SOUTHWEST BOULDERS, 0 3" LAYER OF 518" -314" MINUS CRUSHED ROCK 0 3" LAYER OF 1" CLEAN CRUSH ROCK FOR LEVELING, 0 6" PERFORATED DRAIN PIPE IN SILT SLEEVE TO HAVE MIN 114' PER FOOT SLOPE CONNECTION TO OUTLET STORM OR STORM DRAIN 0 COMPACT SUBGRADE PER SOIL REPORT 0 FINISH SURFACE OF ADJACENT PAVING 0 2X6" OUTDOOR PRESSURE TREATED TIMBER HEADER (REDWOOD), INSTALL TO CURB WITH ANCHOR BOLTS P-18028001-CN-33 "AS BUil T" DATE ,-----------------1 REVIEWED BY APPROVED FOR IRRIGATION AND PLANT ING ONLY, INCLUDING PRECISE INSPECTOR DATE LOCATION OF PLANTING AREA 1--CccAR-c=-lS""'B-AD-,,---,..,M'""UN'""Icc:C=IP,.,.AL-:--::W::cAc::T=ER=-=Dc:-IS:::T=R:-:clC::::T::-1 SHEET CITY OF CARLSBAD 59 17 -PLANNING DIVISION SHEETS CONSTRUCTION DETAILS LC-16 &:} 1sTsusMInAL 02-2s-2021 .,"oscAPc _.~ 0 2ND SUBMITTAL ,n._ \. St rel'.-4-9. ~u f--------------------j-----j------j----------------------t-----j-----j------j-----f o::'. Underground Service Alert r~v )· .., A,' C'.J'_ g m p MARJA ACRES ON-SITE RESIDENTIAL 3RD SUBMITTAL -., 'O ..,-~ ® 8Cal1I 1 FINALSUBMITTAL ff,.... 'J,---,.,?'\1 ~~:.~:ERS9;:;'~,::;~:AEB~~~s::~T 1:~oo C9 ROOT BARRIER NOTE: -' "'_:,__;=~');~f:::_ "" SAN DIEGO CA 92131 UJ All TREES PLANTED WITHIN 5' OF ANY CURB, WALL, DRAWN MG 3116 LIONSHEAD AVENUE: PLANNING 2<( TWO WORKING DAYS BEFORE YOU DIG HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY SUITE 102 TELEPHONE: 858.877.4267 z VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH APPROVED RS C,ARLSBAD, C,A '12010 1--------------------t-==--t-==--t---------------------t--::-:-=-----t-==---t--::c=--t-==---fDRWN BY: MG PROJECT NO. LU ''CAUTION":RememberthattheUSACenternotifies OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL DATE PLAN PREPARED: -=D5=/=0=8/=2~3________ DATE INITIAL DATE INITIAL DATE INITIAL LPCZQZ1-QQQB onlythoseutilitiesbelongingtothecooter. Thero ENCIRCLE THE ROOT BALL. JOB NO. 18·028·00 gmplandarc:-h.c:-om REVISION DESCRIPTION 1-----+---t-------------------+----+---+---+--,APPROVED DATE DRAWING NO, 529-9M _J couk:jbeolherutilitiesp~ntatthsworks~e.The T t:i5e 55e t:i'111 BY·. GMP ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL CHCKO BY: RS CT 16_07 LLL ___________________ .,L;:re:;:"'::,:'w:!!";:;oro:;::~:;yoo~of'.;:wh<>~m!:""1~::;';::'"""':::·~--__J _________________________ _,2sC~A:!;!CE;_ _____ ..;A~S;,:S!;:HO~WN~L---=::::~::::;:::., __ __J _ _:,.:::::::.::::::..:::::.:_: ___ _i:::,:;_;:::;::;::;:::;:::;:::;:::;:::;:::;:::;:::;:::;:::;:::;:::;:::;:::;::_.l., _________ __J __________________ _l:.:.:.,:::..:::,.:.::,:.:,:::.,JL ___ ---..:.:,:.:.:_.:_i:..:_.:._: ___ __::_ __ .l_ __ ___!a.!_,l2:!/.,! ___ j_ _____ .J ~ 0 Q_ :J (/) ' 0 _J -< f-z w 0 (/) w 0:: "' 85 ' "' -:::i -< f-z w 0 (/) w 0:: w f- (/) z 0 ' 0 Sl (/) 0 Sl I 0 0:: -< 0 z ::i 6 C/ "' N C/ "' --(/) f- R?'-8" PLAN ELEVATION FIREPIT SCALE: 114' = 1'-0' PLAN N 7 ELEVATION 15' 13'-5' SECTION AA 44'-0" / A 44'-0'' 9 • • EXPANSION JOINT 10 !• X 2" LAG BOLTS INTO LEAD EXPANSION ANCHOR =~~-~-~ ,;;,. REPORT SECTION \;;;/~~~c\'tfTED SUBGRADE PER SOIL ~ FINISH GRADE OF ADJACENT ~ PLANTING AREA NOTES FIN ISH LEVEL OF ADJACENT PAVING "CONTRACTOR TO VER IFY POST LOCATION WITH MULCH LAYER PER PLANTING PLAN LANDSCAPE ARCH ITECT AND OWNER PRIOR TO P-18028001-C N-42 0 POLE CONCRETE FOOTING PER STRUCTURAL ENGINEER PLANS 0 VERTICAL REBARS PER STRUCTURAL ENGINEER PLANS 0REBAR TIES PER STRUCTURAL ENGINEER PLANS 0 TENS ILE SHADE SYSTEM OVERHEAD POST SHALL BE 6" STEEL POST OR EQUAL PER STRUCTURAL PLAN. 0 COMPACTED SUBGRADE PER SOILS REPORT 0sHADE FABRIC SHALL BE HAZELNUT BY ALNET 7 FINISH SURFACE PER PLANS 8 FINISH GRADE OF PLANTIN G AREA 9 6" WRB 10 PLAYGROUND STRUCTURAL PER PLAN NOTES ALL TU BULAR STEEL MEMBERS SHALL FINISH WI (1) COAT OF METAL PR IMER AND (2) COATS METAL EXTERIOR GLOSS COLOR. CONTRACTOR SHALL CONF IRM COLOR IN WRITING WITH OWNER OR OWNERS REPRESENTATIVE PRIOR TO PURCHASING PAINT CONTRACTOR SHALL PROVIDE SHOP DRAWING FROM TENSILE SHADE MANUFACTURER PRIOR INSTALLATION CONTACT SOCAL SHADE SAIL AT DAN@SHADESAILS BIZ PHOffE (760) 535-1966 SECTION AA ENLARGEMENT INSTALLATION. "ALL WELDS SHALL BE 118" FILLET WELDS CONT INUOUS ALL AROUND. GRIND ALL WELDS SMOOTH. FIREPIT TIMER AND EMERGENCY SWITCH SCALE: 112' = 1'-0" P-18028001-CN-14 It 8" I,, 1 1 4 SPA EMERGENCY SHUT-OFF S\IHCH SIGN PLATE ENLARGEMENT Tf''1 1-_,,~ 1'3"SQ ~ SECTION 1'-3" SQ. DETAIL LEGEND 0 CAST IRON POST CAP . CONTINUOUS WELD CAP WITH INCLINATION TOWARD THE BACK ©TUBULAR STEEL POST WITH ½' RADIUS CORNERS. COLOR AND FIN ISH TO MATCH POOL FENCE. SET POST VERTICALLY PLUMB. 0 2½' RED MUSHROOM MOMENTARY CONTACT PUSHBUTTON OPERATOR, (N EMA 4) IN WEATHERPROOF BOX. 0 PROVIDE½" TH ICK METAL ENGRAVED SIGN PLATE SIGNAGE PER OWNER'S DIRECTION. CONDUIT WITH WIRE TO SPA TIMER FINISHED GRADE CONCRETE FOOTING -SET 2' ABOVE FINISH GRADE APPLY SMOOTH TROWEL OR ACID ETCH FINISH TO EXPOSED PORTION OF FOOTING. APPLY 1' CHAMFER TO TOP OF FOOTING ON ALL SIDES 0 COMPACTED SUBGRADE PER SOILS REPORT 0 ELECTRICAL CONDUIT FOR SWITCH -SIZE PER MANUFACTURER'S SPECS. NOTrn 'CONTRACTOR TO VERIFY POST LOCATION WITH LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 'ALL WELDS SHALL BE½' FILLET WELDS SPA EMERGENCY SHUT-OFF SWITCH CONTINUOUS ALL AROUND. GRIND ALL WELDS SMOOTH. SCALE: 112' ~ 1'..0' 2 6" 6" 1 L- PLAN . . . 0NDS, 4" DIA GREEN ATRIUM GRATE IN SHRUB AREAS OR 6" GREEN FLAT GRATE IN LAWN AREAS 0FINISH GRADE-MINIMUM 2% SLOPE TO DRAIN INLET 04• DIA PVC RISER -LENGTH AS REQUIRED 045 DEG . ELBOW 0 4" RIGID POLY DRAINPIPE -MIN. 1% FALL 0coMPACTED SUBGRADE PER SOILS REPORT 4" RIGID POLY PIPE 45 DEG WYE 1" DEPTH OF ¾" GRAVEL AROUND GRATE IN SHRUB AREAS ONLY, MAINTAIN MIN. 6" RADIUS AROUND DRAIN EDGE, GRAVEL COLOR TO BE BROWN TO MATCH MULCH, APACHE BROWN½"-¾" AVAIL FROM KRC ROCK OR SOUTHWEST BROWN%'-¾" AVAIL FROM SOUTHWEST BOULDER 04" ROUND NOS BRASS DRAIN GRATE IN CONCRETE DECK AREAS (SEE LEGEND), INSTALL DRAIN GRATE SO THAT CENTER ALIGN S WITH SCORE LINES 04" DIA PVC RISER-LENGTH AS REQUIRED 0oEEP POUR EDGE W/#3 REBAR CONTINUOUS 0PRE-FORMED EXPANSION JOINT WIWATERPROOF CAULKING ,"==711f,,-Tl111f=',• .. SANITARY SEWER AND DRAIN 'Y' DRAINPIPE-SEE LEGEND SECTION DECK DRAIN SCALE: 3" = 1'-0" APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE TITLE REVIEWED BY, INSPECTOR FINISH GRADE -MINIMUM 1% SLOPE TO DRAIN INLET 0coMPACTED SUBGRAD E PER SOILS REPORT 0scORE LINE PER PLAN P-18028001-CN-13 "AS BUil T" DATE DATE LOCATION OF PLANT I NG AREA. 1--C~AR~IS-B-AD~~MU,-N,_I,_c""1p,.,-AL,,.---,W,,-A"'T""ER=-=D""'1s=r=R,_IC::::T:-1 SHEET CITY OF CARLSBAD 59 18 -PLANNING DIVISION SHEETS CONSTRUCTION DETAILS LC-17 ~ 1STSUBMITTAL 02-25-2021 l\OSCAp ... I~ ~--------------------+---t-----t---------------------t---t---t---+----l 0 2ND SUBMITTAL at re Underground Service Alert . -" ~. MARJA ACRES ON-SITE RESIDENTIAL 0:: =ru-gmp ('.) l @aCal1I, 1 ROOT BARRIER NOTE: flNAC SUeM,nAC -~/!.,,..----;') • ,;.·1... DEVELOPERS NAME, KB HOME COASTAL INC. ::: , -~ ., ADDRESS, 9915 MIRA MESA BLVD. SUITE 100 t---+---+-------------------+----+---+---+----< APPROVED SAN DIEGO CA 92131 > It> /z,3 ~ ALL TREES PLANTED WITHIN 5' OF ANY CURB , WALL, DRAWN MG ',-'---s.li/i,~----/ * 9116 LIONSHEAD AVENUE PLANNING DA TE ~ TWO WORKING DAYS BEFORE YOU DIG HARDSCAPE ELEMENT. BUILDING, FIRE HYDRANT. UTILITY SUITE 102 1 _________ 2TE~L=E~PH~O~N~E~, =8~5~8~.8~7~7~4~2~6~7=-t=::;::::l::l==================r:::::::l::=l::;:::::=t::;:::::=1rn~iv~~,--,-pfciJECTN15:-_7 1DRA:wiiir:iii--l z VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH APPROVED RS CARLSBAD, GA '=12010 ~ DRWN BY: MG PROJECT NO. DRAWING NO. "CAUTIDN":RememberlhalthaUSACenternotities OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL DATE PLAN PREPARED: -~05~/-0~8/~2~3________ DATE INITIAL DATE INITIAL DATE INITIAL LPCZQZ1-QQQS W_J ontylhoseutititiesbelongingto tMcenter.Toere ENCIRCLE THE ROOT BALL. JOB NO 18-028-00 CA.' gmplcinc::k::irc..h.c.om REVISION DESCRIP Tl ON 529-9M 00""'"""""'"~'="""'""°"''""·"" " T "58 555 8S11 BY, GMP ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL CHCKD BY: RS CT 16_07 LLL ___________________ .J.:;""::;:~:;"":!;'~'-::::::yw:::_:•;::-'.:;:::!:"'1'~:::::''..::'"::::'""·:;.· _ _J_:=================--------2'c;:A:!;!LE;... _____ ..;A~s:;:s!;:HO;;:w~N~---===~~::::'.:_ __ l__.'..,'.:'.:_:::,:::,:~ __ _jl:'.,'.'..:;::;::;==============::._JC=::~_:=i------------------.L.:'.=::.::::::~.l..:~===:.l=:::::_:::..:,::::_ ___ L __ .£:Ll§:!:!L __ ...J _____ _J 39' , 16'-8" 16'-8" _(;) , , II II II II / ::-0 . i a r, " ~ ~ ' ., ,, "~ " ,, ii " II 18 ~ 17 ) a .- ' Is-12 ) :r I I I 0 °' 4 ->-~ 0 3 ci '-18 i ~ r, • 2 1 PLAN r _J< _________________ 4_'0_C_T_Y_P _____ J'- 7-·-------------------/-~----,,-1 -"------ 39' 1' 1'-10' 16'-8" O.C 16'-8" O.C '-'-'-b ELEVATION '-'-'- ' ' '-'- ' ' ' ' ' ' ' ' '-, '-, '-, ~ = = ,,, " TYP. ,,, ¼ = = ,.., 0 "' i= ---· "' ' I= =I ' ¾e .r '° j_ r < -,, I 4 cl 1, cl ' 3' CLR c,-' ' ~ < --..:I < , I ~: ' cl < I < I ' ' i , ' ---:;- 2' SQ FOOTING ENLARGEMENT ~ ' ' ' ' ' •• ' ' PLAN VIEW ' ' '-, '-' '-, '-, ' ' ' ' ' ' ' ' ' ' ~ _, ~ '-,.\:--ri:]i;:::'.::__-__j_-1 '"- BEAM TO POST ENLARGEMENT 0sxs S4S DOUGLAS FIR POST, #1 OR BETTER SS 0sx12 S4S DOUGLAS FIR BEAM 04X6 S4S DOUGLAS FIR CROSS BEAM NOTC HED 1" INTO LOWER BEAM. 0 4X4 S4S DOUGLAS FIR RAFTER CONNECT TO EACH BEAM BELOW WITH SIMPSON SDWH SCREWS. 0ovERHEAD STRUCTURE CUSTOM POST BASE 0!:~o. ~~~~~A_s_F;~ ~Lt~:-~~~~._ .. 0coNCRETE FOOTING TO BE EXTENDED AND POURED MONOLITHICALLY WITH SLAB-2' SQ. WI #5 VERT REBAR@ EA CORNER & 151 #3 CLOSED TIES 1½" O.C. @ TOP & 2" O.C. REMAINDER ©FINISHED SURFACE OF PAVING 0coMPACTED SUBGRADE PER SOILS REPORT r;;;\(4) #5 VERTICAL REBAR WI #3 TIES '.:.:J@12"0.C. (4) #3 TIES@ 1 ½" O.C. BBQ COUNTER -SEE DETAIL ZILC-1 6 (3) 0.276' DIA X 15" SIMPSON SDWH $CREWS WI 2" CLR FROM EDGE 0¾" X 10' SQ. PLATE W/ (4) 1" DIA. WELDED THREADED RODS ¼" PLATE WASHER ¾"X4" PLATE WI (2) ¾" DIA THROUGH BOLTS 0BBQ DOWNLIGHT PER ELECTRICAL ENGINEER PLANS. PROVIDE SWITCH WITIMER AT BBQ COUNTER REFER TO DETA IL ZILC-16 Co\OVERHEAD STRUCTURE DOWNLIGHT '.:.:J PER ELECTRICAL ENGINEER PLANS NOTES: -KEEP REBAR 3' CLEAR ON ALL SIDES -THIS DETAIL WILL REQUIRE A BU ILDING PERMIT WITH STRUCTURAL CALCS. VERIFY FOOT ING SIZES, CONNECTORS & REINFORCING WITH STRUCTURAL CALCS. -ALL WOOD SHALL BE PAINTED WITH (1) COAT OF PRIMER AND 121 COATS EXTERIOR PAINT, VERIFY FINAL COLOR SELECTION WITH LANDSCAPE ARCH ITECT GG\-!-fc~~~?~1~~-~~1-0~R=E~A~O~V~E~R~H=E~A~D~S~T~R~U=C~T~U~R~E=--------------------------------------------------------~P~18~02M8Q0~1C~N~~, ~ 0 ()._ :::, if/ 0 _J <( f-z w 0 (j) w 0:: "' " ~ ~ ' "' ~ :::i <( f-z w 0 (j) w 0:: w f--- (j) z 0 ' 0 SJ (j) 0 CL ,':: u 0 • • • 15'-0" 13'-0" 2 '-4" 6" • 10'-4" O.C. TYP. • ELEVATION 10 SJ G '@ SECTION PLAN V IEW '"k---111-+o 10'-4" O.C. TYP. ----++-<' rrP. ¼ --..,_ __ ./TYP. ¾e 3" CLR l', 0 PLAN V C:,..1_1 BEAM END TO POST ATTACHMENT -\:.;;J ~ 2'SQ. ~ z ~ • DET 0sx8 S4S DOUGLAS FIR POST, #1 OR BETTER SS 04x12 S4S DOUGLAS FIR GRAB BEAM W/ 121 ½" DIA THRU BOLTS (THROUGH POST) AT 4" SPACING, CENT. ON POST DO NOT COUNTERSINK BOLTS INTO BEAM 04x6 S4S DOUGLAS FIR RAFTER WITH 0.276" DIA. x 8" SIMPSON SDWH SCREWS TO EACH BEAM BELOW 0coNCRETE FOOTING TO BE EXTENDED AND POURED MONOLITHICALLY WITH SLAB -2' SQ W/ #5 VERT. REBAR@ EA CORNER & (5) #3 CLOSED TIES 1)1,' O.C. @TOP & 12 0 C. REMAINDER ©FINISHED SURFACE / GRADE. 0coMPACTED SUBGRADE PER SOILS REPORT 0~Jt5 VERTICAL REBAR Wl#3 TIES@12" 0(4) #3 TIES@ 1 ½" O.C 013) 0.276" DIA x 8" SIMPSON SDWH SCREWS W/ 2" CLR FROM EDGE 0¾" x 10" SQ. PLATE WI (4) 1" DIA WELDED THREADED RObS @¼'' PLATE WASHER 0¾'x4" PLATE WI (2) ¾"DIA.THROUGH BOLTS 0ssa DOWN LIGHT PER ELECTRICAL CONSULTANT 0ovERHEAD DOWN LIGHT PER ELECTRICAL CONSULTANT DOWN LIGHT -THIS DETAIL WILL REQUIRE A BUILDING PERMIT WITH STRUCTURAL CALCS. VERIFY FOOTING SIZES, CONNECTORS & REINFORCING WITH STRUCTURAL CALCS. -ALL WOOD SHALL BE PAINTED WITH 11) COAT OF PRIMER AND 121 COATS tXTERIOR PAINT, VERIFY FI NAL COLOR SELECTION WITH LANDSCAPE ARCHITECT g HH~~~9~EM~311M!):'.!5•.~~~-~!.!.IT.!,_Y!....£R~E:..:..·t.A~R~E-=t.A~#~2!:....:...-~O~V!E:.eR~HJ.!E=!A~D~S~T~R~U!.:::C~T!.,!:U:!,!R~E!:,_ ____________________ ;::FO=O=T=IN=G=E=N=L=AR=G=E=M=E=N=T--------------------~p;-'7_18~Q2M8Q0~1-C~N--:;;34 ~µ .... .£. _________________________________________________________________________________________________________ _, N 0 d:, ~ U) 11 ELEVATION v1'-0" V 'l 'l ENTRY MONUMENT SCALE: 1/2' = 1'·0" LENGTH PER PLAN 0POURED IN PLACE CONCRETE CAP, COLOR TO BE DAVIS SIERRA WITH TOPCAST #3 FINISH 0 8x8x16 CMU BLOCK, GROUT ALL CELLS SOLID 0sTUCCO FINISH TO MATCH ARCH ITECTURE 4 #3 VERT. REBAR@ 24" O.C. 5 #3 HORIZ REBAR@ 16" 0 C. 6 (3) #4 HOR IZ. REBAR CONT. IN FOOTING 7 FINISH GRADE 8 CONT. CONCRETE FOOTING 9 COMPACTED SUBGRADE PER SOILS REPORT (vs1GNAGE PER SIGN CONSULTANT SHALL NOT EXCEED 60 SQUARE FEET PER MUNICIPAL CODE 21.41.095 P-18028001..CN-22 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA SHEET 19 ~ 1STSUBMITTAL 02-25-2021 OSCAp .... It 1---------------------+----f----.__jf----------------------t---b--b--+------I -;i 2ND SUBMITTAL a.t rez , 0 Underground Service Alert -' • "AS BUil T" TITLE DATE REVIEWED BY INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD 59 -PLANNING DIVISION SHEETS CONSTRUCTION DETAILS LC-18 MARJA ACRES ON-SITE RESIDENTIAL FINAL SUBMITTAL !:,_' ~ ~ 'ti ., ADDRESS, 9915 MIRA MESA BLVD .. SUITE 100 1-----1---1-------------------+---+---+---+----l APPROVED ~ @aCal 1 I: 1 seosusMITTAL • g m p DEVELOPERS NAME, KB HOME COASTAL INC. CD ROOT BARRIER NOTE: "" SAN DIEGO CA92131 ___ .L'.12±~:_!l_fj~~==---,;/,5/z~ W ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, DRAWN MG \_'._~.1£,i 4 .----/ * 3116 LION5HEAD AV!'NU!e PLANNING DA TE ::a HARDSCAPE ELEMENT, BUILDING. FIRE HYDRANT, UTILITY "' SUITE 102 TELEPHONE, 858.877 .4267 <.{ TWO WORKING DAYS BEFORE YOU DIG VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH APPROVED RS CARLSBAD, CA Cl20IO ORWN BY: MG PROJECT NO. DRAWING NO. z "CALITION": RemernberlhattheUSACernsrootifies OF 24" DEEP ROOT BARRIER NO ROOT BARRIER SHALL DATE PLAN PREPARED: _ _,,0"-51c,0c,8,,12c.,3'-----------DATE INITIAL DATE INITIAL DA TE INITIAL LPC2021-QQQ8 529_9M W onlythoseutilitiesbelmgingtolhecenter.There ENCIRCLETHEROOTBALL. JOBNO. 18"028•00 9mpk:andcire-h.c.om REVISION DESCRIPTION CHCKD BY: RS ~L ____________________ c:=~•~oo!~~,~rn~tii;"ffi~-~':''~,~~-~soo[.~Toe:___L_:================--------~:;;;..-----....;~~;'.!!._L __ .::::=:::::::~:=:--_J-.....'._T~es::'.:e~s~s~e~e:s~121 ___ ...l.:B~Y~,~G~M::;P::::::::::::::::::::::::::::::::::::::::::::::.....IE:NG:1:NE:E:R_o:F_::w:0R:Kl. __________________ .L.:o:TH:E:R~A:P~P:RO~V:A:L.L:c:1rr:.,:_:AP:P:R:o:~:L:..L--::..:...:.. __ ::_ ___ L __ ~C~T!...l1~6_~0~7---..I..-----J ..,_ center will infonnycu of whom they will notify. SCALE AS SHOWN ~ 0 Q_ :::, if) , (.) -' <( ;--z w 0 if) w 0:: "' N 0 , "' ---' <( ;--z w 0 if) w 0:: w ;-- if) z 0 ' 0 (.) -if) 0 (.) -I (.) 0:: <( 0 z <( -' -0 0 ' 00 N 0 , "' --if) ;-- (.) w -, 0 0:: Q_ , "' --(9 w 2 <( z w -' LL CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTE ALL MATERIALS AND METHODS OF INSTALLATION SHALL BE PER "GREEN BOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2003 EDITION, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CONTACT AND SCHEDULE WITH THE CITY THE FOLLOWING MASONRY INSPECTIONS: 1. CONCRETE FLATWORK FORMING. 2. CONCRETE COMPLETION. GRADING AND DRAINAGE NOTES 1. ALL SURFACE DRAINAGE TO BE AWAY FROM ALL FOOTINGS , FOUNDATIONS AND BUILDING WALLS AT MINIMUM OF 2%. 2. CROSS SLOPE WALKS AND PAVING 2% MAXIMUM , UNLESS OTHERWISE NOTED. 3. SURFACE SLOPES SHALL BE A MINIMUM OF 2% TO DRAINS IN ALL PLANTING AREAS. 4. SPECIMEN TREES SHALL BE IN PLACE PRIOR TO INSTALLATION OF DRAIN LINE. DRAIN LIN E PLACEMENT SHALL BE ADJU STED AROUND TREES. 5. LAY DRAIN LINES WITH 2% MINIMUM FALL USE RIGID, NON PERFORATED DRAIN PIPE. NO CORRUGATED TYPES IS TO BE USED. 6. ROUND TOES AND EDGES OF ALL SLOPES. CONTOUR SLOPES BETWEEN WALKS AND BUILDINGS. DRAIN SWALES ARE TO BE INSTALLED BETWEEN BASE OF SLOPES AND WALKS, PAVING AND BUILDINGS. 7. REFER TO CIVIL ENGINEER DRAWINGS FOR ADDITIONAL GRADES AND INFORMATION. VERIFY ON-SITE AND REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFORE START OF ANY WORK ON THIS CONTRACT. 8. WHEN PERFORATED DRAIN PIPE IS SPECIFIED, PERFORATIONS IN PIPE SHALL FACE DOWNWARD IN TRENCH . 9. VERIFY ALL INVERT ELEVATIONS AT PROPOSED TIE-INS PRIOR TO INSTALLATION. MAKE ANY ADJUSTMENTS AS NECESSARY TO ALLOW 2% MINIMUM FALL FOR REQUIRED DRAINAGE OF LINES. METAL FENCING/ GATES 1. FENCING SHALL BE SEAMLESS STEEL TUBING (UNLESS OTHERWISE SPEC IFIED), GRADE B, CONFORMING TO ASTM A511-B1. REFER TO PLANS FOR GALVANIZED OR POWDER COATING. 2. LANDSCAPE CONTRACTOR SHALL SECURE ALL FIELD MEASUREMENTS REQUIRED FOR PROPER AND ADEQUATE FABRICATION AND INSTALLATION. 3. FENCING AND GATES SHALL BE FABRICATED AND ASSEMBLED IN THE SHOP TO THE GREATEST EXTENT POSSIBLE. 4. ALL WELDS AND OTHER CONNECTION S EXPOSED IN THE FINISHED WORK SHALL BE GROUND AND DRESSED SMOOTH AND SO THAT THE SHAPE AND PROFILE OF THE ITEM WELDED IS PRESERVED. 5. GATES SHALL RECEIVE HEAVY-DUTY SPRING LOADED HINGE ASSEMBLI ES WITH SELF-LATCHING HARDWARE. 6. REFER TO NOTES FOR FINISH. ALL SURFACES MAY BE PRIME COATED WITH SYNTHETIC, RUST-INHIBITING PRIMER OR GALVANIZED OR POWDER COATED. FINAL FINISH SHALL BE ELECTROSTATICALLY APPLIED OF TWO (2) COATS OF A GLOSS AL KYD ENAMEL. SEE PLAN FOR COLOR. 7. ALL GATES SHALL BE SELF-CLOSING WITH STEEL STOPS. CARPENTRY 1. ALL LUMBER SHALL BE DOUGLAS FIR, NO. 2 GRADE OR BETTER, UNLESS OTHERWISE INDICATED. 2. ALL LUMBER SHALL BE MILLED, RESAW N, UNLESS OTHERWISE INDICATED. 3. ALL CONNECTORS, ANCHORS AND ACC ESSORIES, INCLUDING NAILS, SHALL BE FABRICATED STRUCTURAL STEEL AND SHALL BE HOT DIPPED GALVANIZED. 4. ALL SURFACES SHALL BE PAINTED WITH ONE (1) COAT OF EXTERIOR PRIMER AND TWO (2) COATS OF WEATHER-RESISTANT ALKYD ENAMEL COLOR FINISH SHALL BE AS INDICATED ON PLANS. 5. ALL GATES SHALL BE SELF-CLOSING WITH STEEL STOPS. 6. INSTALL WOOD FILLER TO FILL ALL IMPERFECTIONS ON ALL PRESSURE TREATED WOOD MEMBERS PRIOR TO PRIMING OR PAINTING . ACCESSIBLE PARKING AND SIGNAGE 1. THE MAXIMUM SLOPE OF THE PARKING SURFACE AT THE ACCESSIBLE SPACE AND ACCESS AISLE, IN ANY DIRECTION, IS 1/4" PER FT. (2.083%), PER SECTION 1129B,4-4. THE MAXIMUM SLOPE AT THE PASSENGER LOADING ZONE IS TO BE 2%. 2. ACCESSIBLE PARKING SPACES ARE TO BE IDENTIFIED BY A REFLECTORIZED SIGN, PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH SPACE, CONSISTING OF : A. A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WH ITE ON DARK BLUE BACKGROUND . B. THE SIGN SHALL BE 70" SQ. IN AREA. C. WHEN IN THE PATH OF TRAVEL, THEY SHALL BE POSTED 80" FROM THE BOTTOM OF THE SIGN TO PARKING SPACE FINISH GRADE. D. SIGNS MAY ALSO BE CENTERED ON THE WALL OF THE INTERIOR END OF THE PARKING SPACE 36" FROM THE PARKING SPACE FINISH GRADE, GROUND OR SIDEWALK . E. SPACES COMPLYING WITH SECTION 1129B,4-2 SHALL HAVE AN ADDITIONAL SIGN "VAN-ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY PER SECTION 1129B,5. F. IN ADDITION, EACH ACCESSIBLE SPACE IS REQUIRED TO BE MARKED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY . 3. AN ADDITIONAL SIGN SHALL ALSO BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFF STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE 17" X 22" WITH LETTERING NOT 1" IN HEIGHT. PER SECTION 1129B,5 REQUIRED WORDING IS AS FOLLOWS: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT __ OR BY TELEPHONING ." 10. ALL TOP-OF-GRADE AND INVERT ELEVATIONS INDICATED ARE APPROXIMATE. VERIFY IN FIELD TO INSURE 2% MIN. 11 . CONSULT OWNER FOR FS OF ENTRY STOOP IN RELATION TO FF OF BUILDING. ENTRY STOOP TO BE A MINIMUM OF 1" BELOW STUCCO SCREEDS. 12. CONTRACTOR SHALL ENSURE THAT EARTH MOUNDING DOES NOT INTERFERE WITH SWALES DEPICTED ON CIVIL ENGINEER'S GRADING PLAN. 13. MAINTAIN 12" MINIMUM COVER OVER ALL DRAIN LINES. CONCRETE FLATWORK 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3,000 PSI. CEMENT SHALL BE TYPE 1. USE ONLY 3/4" AGGRAGATE, CONTRACTOR SHALL INSURE MIX FROM BATCH PLANT IS FREE OF DELITERI OUS MATERIALS 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. REINFORCING SHALL COMPLY WITH ASTM A615, GRADE 40 OR TO NOTES ON DETAILS. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE COLUMNS, WALLS OR SLABS UNLESS SPECIFICALLY DETAILED. REINFORCING DETAILING SHALL CONFORM TO THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STA NDARD PRACTICE," LATEST EDITION. REINFORCING, ANCHOR BOLTS AND ALL OTHER EMBEDDED ITEMS SHALL BE SE CU RELY HELD IN POSITION PRIOR TO PLACING CONCRETE. WA LLS AND COLUMNS SHALL BE DOWELED FROM SUPPORTS WITH BARS OF THE SAME SIZE AND SPACING . SPLICE CONTINUOUS REINFORCING WITH 40 DIAMETERS MINIMUM LAP. ALL EXPANSION JOINTS SHALL RECEIVE 1/2-INCH PRE-MOLDED FELT MATERIAL INSTALLED WHERE INDICAT ED, AT ALL BUILDINGS, WALLS AND FIXED IMPROVEMENTS. ALL EXPANSION JOINTS SHALL RECEIVE 1/2-INCH THICK SEALING COMPOUND. COLOR TO MATCH ADJACENT SURFACE COLOR. ALL CONCRETE WALKS AND CONCRETE ACROSS DRIVES SHALL RECEIVE A MEDIUM BROOM FINISH, UNLESS OTHERWISE INDICATED. CONTROL JOINTS SHALL BE TOOLED 1/4-INCH WIDE BY 1/4-INCH DEEP AS INDICATED. WEAKENED PLANE JOINTS SHALL BE 1/4-IN CH WIDE BY 1/2 SLAB THICKNESS DEEP . Underground Service Alert ROOT BARRIER NOTE : TILE/PAVERS 1. CONTRACTOR SHALL SUBMIT A SAMPLE OF EACH TYPE OF TILE/PAVER AND GROUT COLOR INDICATED ON PLANS TO LANDSCAPE ARCHITECT FOR AP PROVAL BEFORE STARTING WORK. 2. CERAMIC TILE GROUT SHALL BE ONE (1) PART PORTLAND CEMENT AND ONE (1) PART GRADED SAND WITH COLOR AND WATERPROOFING ADDITIVES 3. SETTING BED: SPREAD SETTING MORTAR BED ON FRESHLY PREPARED SLABS. MINIMUM THICKNESS AS SHOWN ON DRAWING. VERIFY ELEVATION OF DRAINS AND POOL EQUIPMENT TO DETERMINE THAT PROPER PITCH FOR DRAINAGE CAN BE OBTA INED. IF ANY DRAINS OR FIXTURES ARE FOUND TO BE TOO HIGH OR TOO LOW, CORRECT BEFORE START OF WORK. SET SC REEDS TO REQUIRED LEVELS AND SLOPES. TAMP MORTAR DENSE AND SOLID. REMOVE ANY MORTAR NEARING INITIAL SET BEFORE TILE IS PLACED. 4. SETTING AND GROUTING TILES: AFTER SETTING BED HAS SET SUFFICIENTLY, SPRINKLE DRY PORTLAND CEMENT ON SURFACE AND COMMENCE LAYING TILE. SET STRAIGHT EDGES TO LINES ESTABLISHED TO KEEP JOINTS PARALLEL AND UNIFORM OVER ENTIRE AREA. TAMP TILE SOLIDLY INTO BED USING WOOD BLOCKS OF SIZING INSURING SOLID BEDDING FREE FROM DEPRESSIONS AND HIGH SPOTS. FINISH FLUSH WITH ADJACENT PAVING, POOL EQUIPMENT AND/OR DRAINS. WHEN READY, FILL JOINTS FULL AND FLUSH WITH SPECIFIED GROUT, WIPE EXCESS GROUT FROM FACE OF TILE, AND LEAVE ALL JOINTS FINISHED AT UNIFORM DEPTH. 5. GROUT COLORS FOR BRICK AND TILE SHALL BE AS CALLED OUT ON CONSTRUCTION PLAN OR DETAILS . REINFORCED MASONRY 1. CONCRETE BLOCK UNITS SHALL BE MEDIUM WE IGHT AND COMPLY WITH ASTM 90, GRADE N. PROVIDE DEEP-CUT BOND BEAM UNITS. 2. RETAINING WALLS AND WALLS BELOW GRADE SH ALL BE GROUTED SOLID. 3. ALL CELLS CONTAINING REINFORCING SHALL BE GROUTED SOLID. 4. IMMEDIATELY AFTER GROUTING , CONSOLIDATE GROUT USING MECHANICAL VIBRATING EQUIPMENT . RODING WILL NOT BE ACCEPTED. 5. MORTAR SHALL CONSIST OF ONE PART PORTLAND CEMENT, 3 1/2 TO 4 PART SAND BASED ON DRY LOOSE VOLUME, AND NOT LESS THAN 1/4 PART NOR MORE THAN 1/2 PART LIME. 6. GROUT SHALL BE 2,000 PSI MINIMUM, PROPPORTIONED 1 CEMENT, 3 SAND, 2 PEA GRAVEL. 7. REINFORCING SHALL COMPLY WITH ASTM A615, GRADE 40. LAP 40 DIAMETERS. 8. ALL STUCCO WALLS SHALL BE WATER SEALED WITH THIRTY (30) DAYS OF STUCCO COLOR COAT. ALL STUCCO SHALL MATCH ARCHITECTURE IN COLOR AND FINISH, EXCEPT AS NOTED. ACCESSIBLE RAMPS AND RAILS 1. ONE IN EVERY 8 ACCESSIBLE SPACES ARE SERVED BY AN ACCESS AISLE 96" IN WIDTH AND DESIGNATED AS VAN ACCESSIBLE, PER SECTION 1129B.4.2. 2. IF ANY PROPOSED WALKS SLOPE EXCEEDS1 :20 (5%) THEY MUST COMPLY WITH RAMP REQUIREMENTS OF SECTION 1133B,5, PER SECTION 1133B,7-3. 3. A 60" X 60" LEVEL AREA WITH SLOPE NOT TO EXCEED 2% IN ANY DIRECTION WILL BE PROVIDED AT AREAS WHERE A DOOR OR GATE SWINGS TOWARD THE WALK IN THE ACCESSIBLE ROUTE OF TRAVEL, PER SECTION 1133B,7-5. 4. A 36" WIDE DETECTABLE WARNING MATERIAL SHALL BE PROVIDED AT BOUNDARIES BETWEEN WALKWAYS VEHICULAR WAYS. MATERIAL SHALL COMPLY WITH CRITERIA OF SECTION 1133B.8.3.1 THROUGH SECTION 1133B.8.3, PER SECTION 1133B.8.4. 5. EVERY PASSAGE DOOR SHALL HAVE 32" CLEAR WIDTH, PER SECTION 1133B.2.3.1. GATE ACCESS SHALL BE 36" WIDE. 6. A LEVEL FLOOR OR LANDING WITH SLOPE NOT TO EXCEED 2% IN ANY DIRECTION WILL BE PROVIDED ON EACH SIDE OF ALL DOORS. THE FLOOR OR LANDING IS TO BE 1/2" LOWER THAN THE DOORWAY THRESHOLD, PER SECTION 11336,2-4-1 . 7. HANDRAILS SHALL BE PROVIDED ON EACH SIDE OF THE STAIRS, PER SECTION 1133B,4-1 . 8. HANDRAILS ARE TO BE LOCATED BETWEEN 34" AND 38" ABOVE NOSING OF TREADS , PER SECTION 11336,4-2-1. 9. HANDRAILS EXTEND 12" BEYOND TOP NOSING AND 12" PLUS TREAD WIDTH BEYOND THE BOTTOM NOSING , PER SECTION 11336,4-2-2. 10. HANDGRIP PORTIONS OF THE RAIL ARE : a-11/4" AND 11/2" IN CROSS SECTIONAL DIMENSION. b-THE SHAPE MAY PROVIDE AN EQUIVALENT GRIPPING SURFACE. c-THE HANDGRIP PORTION SHALL HAVE A SMOOTH SURFACE, WITHOUT ANY SHARP CORNERS. TITLE ----------I REVIEWED BY: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE INSPECTOR "AS BUil T" DATE DATE LOCATION OF PLANTING AREA CARIBBAD MUNICIPAL WATER DISTRICT SHEET 20 CITY OF CARLSBAD 59 -PLANNING DIVISION -SHEETS CONSTRUCTION NOTES LC-19 1ST SUBMITTAL 02-25-2021 """O SCAp~ ~, 1-------------+----+---+-------------+----+--+-------,---1 MARJA ACRES ~ strez4 4-,_ .,.,, 2ND SUBMITTAL 1 ... )• ~ %. gm p DEVELOPERS NAME, KB HOME COASTAL INC. 0N-s1TE RESIDENTIAL ... t..--1::'r '"'111--------1 sAN DIEGO cA 92131 // o,t....-'H r !il,s:lz~ 3RD SUBMITTAL FINAL SUBMITTAL TWO WORKING DAYS BEFORE YOU DIG "CALITION": Remember that !he USA Center notifies only thOGe utilities belongirig to Iha center. There could be other urnilies preserrt at the work site. The center will infonn you of whom they will notify. ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL ~~: 1 _/7)1 ,-a ADDRESS: 9915 MIRA MESA BLVD SUITE 100 t-----+----+--------------+----+-----+---+---1 APPROVED ,A A /\__ , ) DRAWN MG • 1 na• * 3116 LIONSHEAD AVENUE f-----f----f--------------+--t---t---+--------1 PLANNING V DATE -------RS ~• '-'~'." __ '\'"<# /i.,_ SUITE 102 TELEPHONE: 858.877.4267 1------~------~-~~---l APPROVED ............... ~ ....,..._,~,,-. C.ARL5BAD, C-A <:12010 1---------------+~~1--=~t---------------t--+--+---+----iDRWN BY: MG PROJECT NO. DRAWING NO. _Jo_s N_o _____ rn_-,,_s-oo 0'F C•\.\'ft_fJ gmpk:.nd~rc.h.c.om DATE PLAN PREPARED: ~0=5/=08=/2=3_____ DATE INITIAL DATE INITIAL DATE INITIAL LPC2021-0008 529-9M SCALE AS SHOWN " T B58 558 8'l11 BY: GMP ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY: RS CT 16-07 ~ 0 UJ ..J 0 >-0 UJ Cl'. r" I (/) f- ..J <( f-z UJ 0 (/) UJ Cl'. ro N 0 ' ro -::, <( f-z w 0 (/) w 0:: w f- (/) z 0 ' 0 9 (/) 0 9 I 0 Cl'. c3 z ::S -0 RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNIC IPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS CONNECT IONS BETWEEN RECYC LED WATER AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUN ICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUN ICIPAL WATER DISTRICT'S RULES AND REGULATIONS . 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 PM AND 600 AM THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 PM AND 600 AM . 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET WITH CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPLICAT ION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIM IZE OVERSPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12 RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUN ICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS 15. ON NEW ON-SITE SYSTEMS (POST METER), POTABLE WATER, CONSTAN T PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FAC ING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPERATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WI THIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS 18. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY CMWD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYC LED WATER. SHUTDOWN TEST SHOULD BE PERFORMED USING METHOD 1 (ONE) PER THE SAN DIEGO COUNTY RECYCLED WATER MANUAL 19. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY CARLSBAD MUNICIPAL WATER DISTRICT ANO SAN DIEGO DEPARTMENT OF ENVIRONM ENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. SHUTDOWN TEST SHOULD BE PERFORMED USING METHOD 1 (ONE) PER THE SAN DIEGO COUNTY RECYCLED WATER MANUAL. 20. THE DESIGN ANO LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAM ILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT NAME JESSE KLEIST AT 619.733.4473 OR AFTER HOURS CONTACT NAME JESSE KLEIST AT 619.733.4473 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WI THIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THE SITE. 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCR ETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND CALLING 760-438-2722. 91------------------, ~ KEYMAP 0 ' ro (SIZE) 12" X 36" ~----BLACK LOGO ,---PURPLE BACKGROUND 1" BLACK LETTERS I 36" N.T.S. WARNING RECYCLED WATER DO NOT DRINK WATER H HANDS AITER CONTACTING SE SUS MANOS DESPUES DE USAR 0.032 ALUMINUM, 0.060 ABS PLASTIC OR STICK-ON VINYL SIGNS ~-1" BLACK LETTERS ~-2" BLACK LETTERS SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2"x11" SIZED SIGN. TYPICAL SIGNS 18" N.T.S. 1, In Order to Conserve Water ... DO NOT RECYCLED WATER IN USE , .; DRINK NO TOME EL AGUA ~ ~ WASH HANDS AFrER CONTACTING LAVESE SUS MANOS DESPUES DE USAR 18" X 1B" SIZE 0.032 ALUMlNUM, 0.060 ABS PLASTIC OR STICK-ON VINYL SIGNS. INSPECTION PROCEDURES RECY CLED WATER SYSTEM (PR IVATE) MA RJA ACRES -ON SITE RESIDEN TIAL KB MARJA ACRES 248 LLC . 0 C) I Cf) $ 0::: _J COLOR PURPLE BACKGROUND WITH BLACK LETTERING. 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: I I. GUIDELINES FOR RECYCLED WATER USE A IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 600AM ONLY. WATERING OUTSIDE THIS TIME FR.AME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 8. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH TH E LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS (LE., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO ELIMINATE OVER SPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. D. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQU IPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER MAINTENANCE PE RSONNEL MUST BE INFORMED THAT WATER IS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPUR.A -NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR USE TAGS AS MANUFACTURED BY l CHRISTY ENTERPRISES OR APPROVED EQUAL 8. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS 1 ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. G. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS, "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH , WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE A. REQUIRED SEPARATION BETWEEN POTABLE & RECYCLED WATER LINES (HORIZONTALLY & VERTICALLY) 8. PIPE IDENTIFICATION C SLEEVING AT CROSSINGS D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A SIGNAGE INSTALLED PER PLAN 8. CONTROLLER STICKERS C. TAGGING OF VALVES D. COVERAGE TEST AFTER COMPLETION OF SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING . F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION/SHUT-DOWN TEST WILL BE CARRIED OUT FOLLOWING TEST METHODOLOGY #1 L COLOR CODED. LAMINATED CHARTS INSIDE EACH CONTROLLER 3. ANNUAL INSPECTION SHALL INCLUDE A A COMPLETE INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY THE PUBLIC HEAL TH ENGINEER, CITY ENGINEER ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT 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 ANO 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 THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT 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, STORM WATER POLLUTION PREVENTION PLAN, FIRE PROTECTION PLAN , AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: ~ DATE 05/08123 ~REZA FIRM NAME AND ADDRESS: GI LLESP IE MOODY PATTERSON 3176 LIONSH EAD AVE SU ITE 102 CARLSBAD, CALIFORNIA 92010 858.558.8977 WWVVGMPLANDARCH.COM REGISTRATION NO.: CA 4536 EXPIRATION DATE: 12-24 WATER EFFICI ENT LANDSCAPE DE CLARATION I AM FAM ILIAR WITH THE REQUIREMENTS FOR LAND SCAPE AND IRRIGATI ON PLANS CO NTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUA L & WATE R EFFICIENT LANDSCAPE REGULATI ONS. I HAVE PREP ARED THIS PLAN IN COM PLIANCE WITH THOSE RE GULATION S AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL RE QUIREMENTS WHEN SUBM ITTING CO NSTRUCTI ON DOCUMENTS .. I CERTI FY THAT THE PLAN IMPLEMENTS THOS E REGU LATION S TO PROVIDE EFFI CI ENT USE OF WATER. NA~· ~~087 COUNTY OF SAN PIE60 05108123 DATE LA 4536 REGISTRATION NO Department o, Envlronmenl:al Health and Gluallty Envlro~ealth Spe~lallst 12-24 EXP. DATE: CAR LSBAD MUNICIPAL WATER DISTRICT DISTRICT ENGINEER SCALE 1":100' D RECYCL ED WATER AREA USE MAP -~-,.-~-~-,__,._,._ RECYCLED WATER MAINLINE ----------------- © 13 ~ .,,, ~ ~ .... POTABLE MAINLINE POTABLE MAIN LINE CROSSING-SEE NOTE 16 THIS SHEET (TYP) RECYCLED WATER IRRIGATION MAIN METER ANO TEST STATION RECYCLED WATER IRRIGATION SUB-METER AND BACKFLOW RECYCLED WATER IRRIGATION AREA FIRE HYDRANT LOCATION RECYCLED WATER SIGN LOCATION EE/Ll-16 POTABLE WATER P,0.C AND BACKFLOW "AS BUil T" TITLE 1--------------1 REVIEWED BY: APPROVED FOR IRRIGATION AND PLANTING ONLY, ' N C) N I UJ 0 DATE DATE INCLUDING PRECISE INSPECTOR LOCATION OF PLANT I NG AR EA ~c=-AR==-rs==B=-Ac;:D,---;-;Mc;-,U:-:,NI""c""1pc-:AL-,----,W""A"'T;;c;E,;;-R-;D::--;I;::;;ST;;;R:;;,IC~T;;--i SHEET CITY OF CARLSBAD 59 21 -PLANNING DIVISION -SHEETS RECYCLED WATER TITLE SHEET RWT-01 MARJA ACRES ON-SITE RESIDENTIAL ,;/,,; 1z.., DATE DRAWING NO. 529-9M ('.) s 0 f--I if) ' _J <{ f--z w 0 if) UJ O'.'. a, N 0 ' a, ~ -_J <{ f--z UJ 0 if) w O'.'. UJ f-- if) z 0 ' 0 u -if) 0 u -I u O'.'. <{ 0 z :5 -0 0 ' a, KEYMAP N 0 ' a, ~ -if) f--u UJ -, 0 O'.'. 0.. ' a, ~ -('.) w ::a <{ z UJ _J "- 17+30.49, 20.00 RT-----.. 1" -'R-D' RECYCLED IRRIGATION SUB-METER (22 GPM, 136 PSI). REFER TO SENIOR HOUSING PLAN 50' OFFSET FROM CONDUCTOR, ALL TREES WITHIN THIS AREA SHALL BE 15' MAX. HT . SDG&E EASEMENT REFER TO "MARJA ACRES -SLOPES" DWG 529-9L FOR SLOPE IRRIGATION AND PLANTING I I I 11 I Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG "CAUTION": Remember that the USA Center notifies only those utilities. belonging to the center. There could be other utmties present at the WCi'k site. Th€ center will inform you of whom lhey will ootify. I I I I I I I I I I I I I I I I I I I I I I , I I I I I I I I / I I / I I / I I / I I I / 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 I I I I I I . I I I I I I I I I I I I I I I { I I I I I I I I I X I I I I I .' I I I ' 1ST SUBMITTAL 2ND SUBMITTAL 3RD SUBMITTAL FINAL SUBMITTAL CRAWN MG APPROVED RS JOB NO. 18-028-00 SCALE AS SHOWN ~ 'c, .., . <.> ... --' • 110SCA strez . 'c, EFER TO "MARJA ACRES -SLOPES" ,owG 529-9L FOR SLOPE IRRIGATION PLANTING 'G' ..,___ "'Iii._ ~ -·-...... 'G, "¾.. "' NOT A PART SEE SEP ARA TE PLANS FOR SENIOR HOUSING 20 10 - 0 20 SCALE: 1"=20'-0" 40 60 I- I -~ i------~ I -.!.. -..J ,__ '/.JJ µ.] -;if; ~ f}j !-LJ -..;: ;I! (.j IRRIGATION NOTES 1. IRRIGATION MAINLINE AND APPURTENANC ES LOCATIONS ARE DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARDSCAPE AND WITHIN PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT·OF-WAY REQUIRES AN ENCROACHMENT PERMIT FROM THE CITY. 2. IRRIGATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBI LI TY AREAS FOR CLARITY ONLY ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMI T OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. 3. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. ALL ADJUSTMENTS SHALL ASSURE GOOD SYSTEM COVERAGE AND DISTRIBUTION EFFICIENCY WHILE KEEPING WATER WITHIN THE LANDSCAPED PLANTED AREAS 4. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK . 5. CONTRACTOR SHALL PROVIDE SLEEVIN G FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE DRIVEWAYS, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS , ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWN ER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. 6. ALL RCV'S AND QCV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED WITH A BALL VALVE. ALL RCV'S SHOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. 7. ALL REQUIRED SEPARATIONS SHALL BE FIELD VERIFIED 8. ALL POTABLE RESIDENTIAL WATER METERS SHALL BE INSTALLED IN DRIVEWAYS OR IN POTABLE WATER USE AREA. IN CASE OF CONFLICT CALL CMWD AT 442-339-2362 IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEH. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE SHALL BE PERFORMED ONLY AFTER APPROVAL BY CMWD AND DEH. ONLY SUBSURFACE IRRIGAT ION 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 INTO A LANDSCAPED AREA. "AS BUil T" TITLE DATE ~-----------! REVIEWED BY APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE INSPECTOR DATE LOCATION OF PLANTING AREA -c-AR-=-IB=B~A~D-M...,U"'NCCIC==r=-p AL-,-:--:,Wc:-:A-::T-,ER=-=o=-=1"°sT==R=-=1c"°T=--1 SHEET CITY OF CARLSBAD 59 22 PLANNING DIVISION -SHEETS IRRIGATION PLANS Ll-01 G ~---------+---+-t-----------t--t---t----t-----1 MARJA ACRES ON-SITE RESIDENTIAL gmp DEVELOPERS NAME: KB HOME COASTAL INC. ADDRESS: 9915 MIRA MESA BLVD. SUITE 100 f----l--+----------------+---+---1----f---lAP_P_R_o_v_ED-'::::'.'.! A~~:_:_!f_~~~:_ __ SAN DIEGO CA 92131 _ ./'(/oJ-«.-,;/,,/z3 311b LIONSHEAD AVENUE PLANNING DATE 5!171= 102 L-------~TE='LE~P~"o:'.'.N'.:E,~a~5a~.a~7~7~.4~26~7~_j::::::;:::::;:t::::;;::::::t================t~::=t=::~t=::::t:::::;=~~~~G--1 -PROJETINC~-ni~~N"o:~ CARLSBAD, GA s2010 DR~ BY: MG PROJECT NO. DRAWING NO. DATE PLAN PREPARED: _0=5~/0=8=/2~3______ DATE INITIAL DATE INITIAL DATE INITIAL LPC2021-QQQ8 fmJ',.;~n~~•~~~; BY: GMP ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY: RS CT 16_07 5zg.gM ~ 0 f-I (/) ' _J <( f-z w 0 (/) w O'.'. co N 9 co --_J <( f-z w 0 (/) w O'.'. w f- (/J z 0 ' 0 0 in 0 Sl I 0 O'.'. <( 0 z ~ 1 POTABLE 1" METER-1" BA 9r-::-------------------- co KEYMAP ~ "' --(/) f-0 w 7 0 O'.'. CL ' co -- Underground Service Alert , 25.5 1" -'R-C' RECYCLED 'RRIGATI ON SUB-METER 22 GPM, 138 PSI) REFER TO , SLOPE PLANS DWG 529-9L 1ST SUBMITTAL 02-25-2021 2ND SUBMITTAL ------=-/--,c_ --c--R•AND P_L_ANTING ,,,.,, ---RW------,L_" ~!NE SIGH/---G-/ RW----==--:==BW==-W-== -------:1.....r~w,- NOT A PART SEE SEP ARA TE PLANS FOR C.OMMERC.IAL SITE 20 10 ~ 605'_w--==-==VF!}_....-===-...:: -G---G----G----G------- 20 ____ 40 60 ~---1 ~I ---~I SCALE: 1"=20'-0" APPROVED FOR IRRIGATION AND PLANTING ONLY. INCLUDING PRECISE TITLE REVIEWED BY: INSPECTOR "AS BU il T" DATE DATE LOCATION OF PLANTING AREA. t--C,,-ARc=-"C"lS~B~A~D-M-U~Nl~C=IP_AL_W_A_T_E_R_D_I_ST_R_IC-T---1 SHEET CITY OF CARLSBAD 59 23 PLANNING DIVISION SHEETS IRRIGATION PLANS Ll-02 MARJA ACRES ON-SITE RESIDEN TIAL ~ 0 f-I U) ' __J <( f-z w 0 U) w 0:: ro N 0 ' ro ~ :::i <( f-z w 0 U) w 0:: w f-- U) z 0 ' 0 Sl U) 0 Sl I 0 0:: <( 0 z ~ ASSURE POTABLE WATER METER IS NOT INSTALLED IN RECYCLED WATER US E AREA 91-----------------~ ~ KEYMAP 0 ' ro ~ U) f-0 w 7 0 0:: Cl. ' ro ' '. ' 9CL 10CL 8CL IRRIGATION NOTES 11CL /CL 6CL / / - SEPA ATION CUR 12CL 13CL 5CL SEPARATION CUR 1 IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARDSCAPE AND WITH IN PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RIG HT-OF-WAY REQUIRES AN ENCROACHMENT PERMIT FROM THE CITY. 2. IRRIGATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITH IN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FI ELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. 3. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. ALL ADJUSTMENTS SHALL ASSURE GOOD SYSTEM COVERAGE AND DISTRIBUTION EFFICIENCY WHILE KEEPING WATER WITHIN THE LANDSCAPED PLANTED AREAS. 4. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES , FIRE HYDRANTS, FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORI ZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL PROVIDE SLEEVING FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE DR IVEWAYS, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. 6. ALL RCV'S AND QCV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED WITH A BALL VALVE. ALL RCV'S SHOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. 7. ALL REQUIRED SEPARATIONS SHALL BE FIELD VERIFIED 8. ALL POTABLE RESIDENTIAL WATER METERS SHALL BE INSTA LLED IN DRIVEWAYS OR IN POTABLE WATER USE AREA. IN CASE OF CONFLICT CALL CMWD AT 442-339-2362 1ST SUBMITTAL 2ND SUBMITTAL 470+51.28 -11.38 RT-~ POTABLE 3" METER-3" BACKFLO W' --RW---\ --~ ' - -~ //,// - /Ti II/I --::------ / -¾· ADA \ I ii// . ',I 1 /7T"t2 I / / ;~i ,1 ¾· "' ,, ~+4clb!</hiJ / / / 2" I ,: ~ -~ ,.,, +--i "" · :i;; I Tr1 !ifj= ,,,\j ,,,,• cb-1~ A-A ,r,1 // ,. . I ' . I I I 8" BAC KFLOW SE1~A~ATION CURB 233L ' I_\ !! . -"' -Ii_:, J~ I I ij . "Ti ~I/ A-35 ~ 1¼' -1i'I 1;'!1'· I l /j ½' 127 ~ P: , , ,' \ I 1 1 \ A-36 •V / 1/ . , , --.~-- 1 . ' ' \ r'-r-11+---"' '" ,Cie'l' I --@ .. ,., 'u 1· 65 ,-\ .. j,/ 'J.1-H, f11l ' i I / 1 ...J . .....__ '·c I 1.-~'1 ),"'-✓ ~ I ; 1 I I I ~ ':z'. µ...+[I ,,._ II/· IRRIGATION MA INLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEH. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE SHALL BE PERFORMED ONLY AFTER APPROVAL BY CMWD AND DEH. 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 INTO A LANDSCAPED AREA. I URB [;' I I /'N::i/-1, I " 234L REFER TO "MARJA ACRES -SLOPES" DWG 529-9L PLANS FOR IRRIGATION CONTROLLER SPECIFICATIONS 20 10 0 20 40 60 SCALE: 1"=20'-0" 02-25-2021 \ REFER TO "MARJA ACRES -SLOPES" DWG 529-9L FOR SLOPE IRRIGATION AND PLAN TING EXISITI NG RW UTILITY LIN E 1, TO ~G~MAIN_ P~R _Gl\LJL PLANS ---\ 6 ,' \ '\. '\. X \ \ 235L 236l ADA 85 ~~ I 1 I I I 11 17 \. \ J TITLE "AS BUil T" DATE ----------------! REVI EWED BY APPROVED FO R IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATI ON OF PLANTI NG AREA. SHEET 24 INSPECTOR DATE CARIBBAD MUNICIPAL WATER DIS TRICT CIT Y OF CARLSB AD 59 P LANNING DIVISION -SHEETS IRRIGATI ON PLANS Ll-03 MARJA AC RE S ON-SITE RESIDE NTIAL ~ 0 >-I CJ) ' _J .,: f-z w 0 CJ) w ll'. ., N 0 ' ., ~ :::; .,: f-z w 0 CJ) w ll'. w f- (JJ z 0 ' 0 Si (JJ 0 Si I 0 ll'. ti z .,: _J 6 SDG&E EASEMENT OUTDOOR EATING AREA 91------------------~ 00 KEYMAP 8 J, ~ -~ 0 w -, 0 ll'. C. ' ., Underground Service Alert I' SEPARATION CURB 1ST SUBMITTAL 2ND SUBMITTAL 02-25-2021 SEPARATION15 CURB -.~"tlfli:FER O "MAR-A AC ES - ,SLOPES" DWG 529-9L FOR SLOPE & BMP IR GATION AND P ANTING '1' 20 10 0 20 2s 40 ----- SCALE: 1"=20'-0" 1S 60 IRRIGATION NOTES 1. IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMI T OF WORK, 18" OFF ANY HARDSCAPE AND WITHIN PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY REQUIRES AN ENCROACHMENT PERMIT FROM TH E CITY. 2. IRRIGATION EQU IPMENT SHOWN OUTS IDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WI THIN THE LIMIT OF WORK LINES VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. 3. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. ALL ADJUSTMENTS SHALL ASSURE GOOD SYSTEM COVERAGE AND DISTRIBUTION EFFICIENCY WHILE KEEPING WATER WITHIN THE LANDSCAPED PLANTED AREAS. 4. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL PROVIDE SLEEVING FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE DRIVEWAYS, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. 6. ALL RCV'S AND QCV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED WITH A BALL VALVE. ALL RCV'S SHOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. 7. ALL REQUIRED SEPARATIONS SHALL BE FIELD VERIFIED 8. ALL POTABLE RESIDENTIAL WATER METERS SHALL BE INSTALLED IN DRIVEWAYS OR IN POTABLE WATER USE AREA. IN CASE OF CONFLICT CALL CMWD AT 442-339-2362 IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LI NED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEH FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE SHALL BE PERFORMED ONLY AFTER APPROVAL BY CMWD AND DEH. ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRR IGATE ANY VEGETAT ION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA. TABLE:C POC-F 1" ROAD STATION 35+76.55;21.90 SERVICE LINE 1" WATER TYPE POTABLE WATER WYEJ 0/ 1" BACKFLOW ENCLOSURE MODEL #SBBC-45SS BACKFLOW 1" MASTER VALVE 1.5" FLOW SENSOR 1" STA TIC WATER PRESSURE 74 PSI DESIGN WATER PRESSURE 73 PSI BOOST REQUIRED 0 PSI MAX DEMAND 17 GPM SET POC REG ULA TOR AT PSI ORN/A ESTIMATED AREA SERVED 11369 SQ FT ESTIMATED WATER USE 0. 38 ACRE FEET PER YEAR MAJGMUM ALLOWABLE WATER USE 0. 48 ACRE FEET PER YEAR WATER SOURCE CARLSBADWD 760-438-2722 WATER SOURCE INFO OBTAINED CARLSBADWD 760-438-2722 May~21 CONTRACTOR SHALL VERIFY LOCATION AND WATER PRESSURE BY DIRECT MEASURMENT IN THE FIELD IF EXJSTING PRESSURE IS NOT STATED ON PLANS CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTIVE BEFORE PURCHASE OF EQUIPMENT AND BEGINNING OF INSTALLATION PURCHASE OF EQUIPMENT AND ANY INSTALLATIONS WHEN EXISTING STATIC PRESSURE IS BELOW THAT STATED ABOVE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE "AS BUil T" TITLE REV!EWED BY: INSPECTOR DATE DATE LOCATION OF PLANT I NG AREA 1---,c,,.,AR-=-lS""B,,..A"'D---,-,Mc-:UN:-::l:-::C=IP:-:AL-:--:W::=-A:-::T=E=-R--:D""!::::ST=Rc:-IC:::T::-1 SHEET CITY OF CARLSBAD 59 25 PLANNING DIVISION -SHEETS IRRIGATION PLANS Ll-04 MARJA ACRES ON-SITE RESIDENTIAL ~ 0 >-I "I ,,J <( f-z UJ 0 Cl) UJ O'. a:, N 0 ' a:, ~ ::; <( f-z UJ 0 Cl) w O'. UJ >- Cl) z 0 ' 0 y Cl) 0 y I (.) O'. ti z <( ,,J 6 ~ -/2 ·>V!JIL-- ~ ~--t;,--<~ 1/ -..._ -R ----o,.,.,.,--------R RJAACRE SLOPES" DWG 529-9L FOR SLOP BME IRRIGATION I l'M' II \"'1 II , '\\ull . I II I II I I I\ , ,. ]! a , I 29+06.60, 28.99 LT 2" -'R-B' RECYCLED IRRIGATION SUB-METER (75 GPM, 138 PSI) REFER TO SLOPE PLANS DWG 529-9L '?1--------------------~ "' KEYMAP ~ 00 ~ U) >-(.) UJ , 0 O'. (L ' a:, !,J-,1_ - ----BM / , / /////>~,#' ,. 1"-- . . 1¥1 ¾· - ,·--. '"""" . -~ / / :, /.\ / . "I . , . \ J ¾" 159L 160L 164l 165L i62l 163L 20 10 167L 166L 0 60 SCALE: 1"=20'-0" . ,__ 168L 169L 170L 171L , . cii cii ~ '· 4_~, ... c.•O,•,a -_ _;,.:::' -, •'V • . 172L '173L 174L ¾n .1.1 . ¾" Ii I >, I _j 1-w r ----= ~2803 --: =---=r==-~ -S RSLEY LA E 158L 157L 156L 155L 154L 153L IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEH. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE SHALL BE PERFORMED ONLY AFTER APPROVAL BY CMWD AND DEH. 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 INTO A LANDSCAPED AREA. "AS BUil T" TITLE REVIEWED BY INSPECTOR DATE DATE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA CARI.BEAD MUNICIPAL WATER DISTRICT SHEET 26 CITY OF CARLSBAD 59 PLANNING DIVISION SHEETS IRRIGATION PLANS Ll-05 MARJA ACRES ON-SITE RESIDENTIAL ,;;/rs-ft";. DATE DRAWING NO, 529-9M i >-I (/) ' IRRIGATION NOTES 1. IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITH IN THE LI MIT OF WORK, 18" OFF ANY HARDSCAPE AND WITHIN PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY REQU IRES AN ENCROACHMENT PERMIT FROM THE CITY. 2. IRRIGATION EQUIPMENT SHOWN OUTSIDE OF MA INTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITH IN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. 3. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. ALL ADJUSTMENTS SHALL ASSURE GOOD SYSTEM COVERAGE AND DISTRIBUTION EFFICIENCY WHILE KEEPING WATER WI THIN THE LANDSCAPED PLANTED AREAS. 4. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BU T NOT LIMI TED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL PROVIDE SLEEVING FOR ALL FU TURE PAVED AREAS INCLUDING FUTURE DRIVEWAYS, ROADWAYS. AS WELL AS ALL CURRENT PAVED AREAS. PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. 6. ALL RCV'S AND QCV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED WITH A BALL VALVE. ALL RCV'S SHOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. 7. ALL REQUIRED SEPARATIONS SHALL BE FIELD VERIFIED 8. ALL POTABLE RESIDENTIAL WATER METERS SHALL BE INSTALLED IN DRIVEWAYS OR IN POTABLE WATER USE AREA. IN CASE OF CONFLICT CALL CMWD AT 442-339-2362 TABLE:A POC -E 1" ROAD ST A TION 35+ 76.55,21 90 SERVICE LINE 1.5" WATER TYPE POTABLE WATER WYE/CV 1" BACKFLOW ENCLOSURE MODEL #SBBC-45SS BACKFLOW 1" MASTER VALVE 1 5" FLOW SENSOR 1" STATIC WATER PRESSURE 75 PSI DESIGN WATER PRESSURE 72 PSI BOOST REQUIRED 0 PSI MAX DEMAND 20 GPM SET POC REGULA TOR AT PSI OR NIA ESTIMATED AREA SERVED 31392 SQ FT ESTIMA TEO WATER USE 1 04 ACRE FEET PER YEAR MAXJMUM ALLOWABLE WATER USE 1 31 ACRE FEET PER YEAR WATER SOURCE CARLSBAD WO 760-438-2722 WATER SOURCE INFO OBTAINED CARLSBADWD 760-438-2722 May-21 CCNTRACTOR SHALL VERIFY LOCATION AND WATER PRESSURE BY DIRECT MEASURMENT IN THE FIELD. IF EXJSTING PRESSURE IS NOT STATED ON PLANS CONTRACTOR SHALL NOTIFY n-lE OWNERS REPRESENTIVE BEFORE PURCHASE OF EQUIPMENT AND BEGINN ING OF INSTALLATION PURCHASE OF EQUIPMENT ANO ANY INSTALLATIONS WHEN EXISTING STATIC PRESSURE IS BELOW THAT STATED ABOVE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TABLE:B OONTROLLER -E SHALL BE AN IMPERl'\L TECHNICAL SERVICES OONTROLLER ASSEMBLY. CONTACT DARYL GREEN (949) 584-7311, MODEL# I CA 6-H U 4-75/S PISO L SE! FS-200C/(52)1 C D-1 n C D-S/(5)G RD-KR OAM -AIM P1 6 FINAL LOCATION OF CCNTROLLER, ELECTRICAL SERVICE AND IRRIGATION APPURTENANCES SHALL BE OUTSIDE ANY PUBLIC RO.W OR EASEMENT AND CONFIRMED WITH OWNERS REPRESENITIVE PRIOR TO COMENCING WORK. LO c::> ' __J 1-w w :c U) w w U) w :z __J :c 0 ~ ~ 00 c::> ' __J 1-w w :c U) w , w U) w :z 176L 17/L 178L 179L 180L . K (0-- 1 I ) 1 . / I ' I i~/ @ K "'z;{, M -\ -- ba-,--'6-.,\J· /-¾· -:::::-181L _.-'( ,.,.,.,,,.,, /2 ."'7iw"\-Y / ,),; oo'? -~, y,,\\..\, \; ",x;.\~ ' G~~'v s ,s ~ 20 SCALE: 1"=20'-0" 40 60 35+76.55, 21.90 RT 1" -'P-E' POTABLE IRRIGATION METER + BACKFLOW (22 GPM, 75 PSI) IRRIGATION MAINLIN E AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEH. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE SHALL BE PERFORMED ONLY AFTER APPROVAL BY CMWD AND DEH 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 INTO A LANDSCAPED AREA. ------,POC 'P-E', REFER TO TABLE 'A' TH IS SHEET ,,--,CONTROLLER 'E', REFER TO TABLE 'B' THIS SHEET 18l 219l ¾· --,--e'(J)O-J.,-1;.;;.!_, ---,-- 220L 221L IN TALL IRRIGATION CONTROLLER 'C-E' AT THIS APPRO IMATE LOCATIO P RATIO CURB TITLE "AS BUil T" DATE ,----------------! REVIEWED BY: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE INSPECTOR DATE LOCATION OF PLANT/ NG AREA 1-----,c,...,AR-=-I.S"'B,...,A-=D-M,..,,U"'N"'I""c1==p,-,-AL::-::W::cA-=T=ER:::-::D:-:,IS:::-;T;:::R:-;:IC::-::T:--i SHEET 27 CITY OF CARLSBAD 59 PLANNING DIVISION - IRRIGATION PLANS MARJA ACRES ON-SITE RESIDENTIAL SHEETS Ll-06 >----+---t-------------------+---+---+----+-----1APPROVED ~ 0 f--I (/) ' _J <( f--z w 0 (/) w O'. "' 8 ' co ~ :::; <( f--z w 0 (/) w O'. w f--- Cf) z 0 ' 0 9 (/) 0 0 5: 0 O'. ci z I REFER TO "MARJA ACRES -J ' SLOPES" DWG 529-9L FOR SLOPE / IRRIGATION AND PLANTING I 50' OFFSET FROM CONDUCTOR, ALL TREES WITHIN THIS AREA SHALL BE 15' MAX. HT. :5 6 91-----------------, 00 KEYMAP 8 co ~ cii f--0 w .., 0 O'. (l_ ' "' ~ -('.) w ::;; <( z w _J lL N.T.S. II REFER TO "MARJA ACRES -SLOPES" DWG 529-9L FOR SLOPE & BMP IRRIGATION AND PLANTING Underground Service Alert ®8111 TWO WORKING DAYS BEFORE YOU DIG "CAUTION": Remernbef that the USA Center notifies ooly those uillities belonging to the center. ,:tiere could be other utililies present at the work site. The center will irrloon you of whom they will notify. 1 ST SUBMITTAL 02-25-2021 2ND SUBMITTAL 3RD SUBMITTAL FINAL SUBMITTAL DRAVVN MG APPROVED RS JOB NO. 18-()28-00 SCALE AS SHOWN 3116 LIONSHEAD AVENUE SUITc 102 CARLSBAD, CA Cl2010 gmplandarc.h.c.om T 858 558 8GJ11 20 40 60 SCALE: 1"=20'-0" TELEPHONE: 858.877.4267 DATE PLAN PREPARED, _0,c5"'-/0""8"'-/"23e_ _____ _ BY, GMP 1/ CONTROLLER -F SHALL BE AN IMPERIAL TECHNICAL SERVICES CONTROLLER ASSEMBLY, CONTACT DARYL GREEN (949) 584-7311, MODEL# ICA6-HU4-75/SPISOLSE/I FS-200C/(52)IC□-rnc□-S1(5)G R□-KROAM-AIM P16 FINAL LOCATION OF CONTROLLER, ELECTRICAL SERVICE A ND IRRIGATION APPURTENANCES SHALL BE OUTSIDE ANY PUBLIC R.O.W OR EASEMENT AND CONFIRMED WITH OWNERS REPRESENITIVE PRIOR TO COMENCING WORK. DATE INITIAL DATE ~--REFER TO "MARJA ACRES -SLOPES" DWG 529-9L FOR SLOPE IRRIGATION AND PLANTING APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA SHEET 28 APPROVED PLANNING "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD 59 PLANNING DIVISION - IRRIGATION PLANS MARJA ACRES ON-SITE RESIDENTIAL SHEETS Ll-07 DATE INITIAL DATE INITIAL □RWN BY: MG ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY: RS PROJECT NO, LPC2021-0008 CT 16-07 DRAWING NO. 529-9M ~ 0 >--I (/J ' IRRIGATION NOTES 1. IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIM IT OF WORK, 18" OFF ANY HARDSCAPE AND WITHIN PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY REQUIRES AN ENCROACHMENT PERMIT FROM THE CITY. 2. IRRIGATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. 3. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. ALL ADJUSTMENTS SHALL ASSURE GOOD SYSTEM COVERAGE AND DISTRIBUTION EFFICIENCY WHILE KEEPING WATER WITHIN THE LANDSCAPED PLANTED AREAS 4. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCT IONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCES , ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL PROVIDE SLEEVING FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE DRIVEWAYS, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO START ING WORK. 6. ALL RCV'S AND QCV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED WITH A BALL VALVE. ALL RCV'S SHOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. 7. ALL REQU IRED SEPARATIONS SHALL BE FIELD VERIFIED 8. ALL POTABLE RESIDENTIAL WATER METERS SHALL BE INSTALLED IN DRIVEWAYS OR IN POTABLE WATER USE AREA IN CASE OF CONFLICT CALL CMWD AT 442-339-2362 IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEH. FINAL CONNECTIONS TO THE EXISTING IRRIGAT ION RECYCLED MAINLINE SHALL BE PERFORMED ONLY AFTER APPROVAL BY CMWD AND DEH. 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 INTO A LANDSCAPED AREA. ~ -.,,..,.~ ,,,- "/4~ :..---: -::x'>---,Y' A ' ,,._.,,._,,. /A :.....-: _,,.--,,.,,..-/ % // _,.,, --~ r.v/"~'--· ✓------,__@', ,.._ - I" ~~ ---~ ½' 1 ¼ ~~/ ~~ ~s 1/ ~-~ #-?0.,-~ \. y\S / AC_ : ts'<'-~~.,.. ,$1 .,.. • v--.,.. ,}i'?--'0<;;; <-S ~ ---1 I'. . 11( '*~ '¾ -<. \J'(\\. "" B37 .. 1-.~\ --~ 1" 120 ~' B38 .,.,.,.....,...,.,,. ,.,-x»• ".-:-.Y .,.,. ___ ;:; / -"/ 1/ • f..--¾'- . / • 20 10 0 20 SCALE: 1"cc20'-0" / ,;...-; / .,-_,.. / • _,. ✓" , v· __,. /¾•' ✓-/ ,/ _/ / :;;;,,,----//' :.--:' //2---". / / / 1/ ..,..,.,--- v / -~-,.--- / ,/ / . . / / 1/ / / // .,..- / / _,., / >~/ --:..-c / v_✓ _ _.,,.,,,.._ --::------:: ',-• 40 60 ,( .,, . .,..- / _,,/ ~ • 1/.,...-: ~ / / /C., »-' REFER TO "MARJA ACRES -SLOPES" DWG 529-9L FOR SLOPE IRRIGATION AND PLANTING APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. SHEET 29 "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD 59 PLANNING DIVISION -SHEETS IRRIGATION PLANS Ll-08 MARJA ACRES ON-SITE RESIDENTIAL ~ 0 f-I 'I/ --' <! f-z w 0 (/) w O'.'. "' N 9 "' -::, <! f-z w 0 (/) w O'.'. w f- (/) z 0 0 Sl (/) 0 Sl I 0 O'.'. <! 0 ~ -D D ' "' N 0 ' "' -OJ f-0 w , 0 O'.'. CL J, - IRRIGATIO N SCHEDULE SYMBOL @ 0.19--0.45 TURQUOISE @ 0.19-0.45 TURQUOISE @) @ @ 0.22 0.22 0.44 IVORY COPPER BROWN LT STRIP RT STRIPSIDE STRIP @) @ @ 0.22 0.22 0.44 IVORY COPPER BROWN LT STRIP RT STRIPSIDE STRIP @ © @ 0.21 --0.49 0.49--0.63 0.84 MAROON LT BLUE OLIVE © © © 0.43-0.86 0.86-1.10 1.48 BLACK GREEN RED ® (!) (}) 0.86-2.12 2.12-2.73 3.64 BLUE YELLOW GRAY ® @) 0.23-0.43 0.78 ORANGE LIME GRN lg] 0.25 ® 0.50 ® 0.50 SYMBOL ® SYMBOL MANUFACTURER/MODEL/DESCRIPTION HUNTER MP CORNER PROS-XX-PRS40-CV PSI DETAI L 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. SHRUB RISER CAN BE USED ON HEADS 10' AWAY FROM ANY HARDSCAPE . 40 A-B/Ll-13 HUNTER MP CORNER PROS-XX-PRS40-CV-R (RW) 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY WI TH PURPLE CAP, MP ROTATOR NOZZLE. SHRUB RISER CAN 4o BE USED ON HEADS 10' AWAY FROM ANY HARDSCAPE. HUNTER MP STRIP PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE , ON PRS40 BODY, MP ROTATOR NOZZLE. SHRUB RISER CAN BE USED ON HEADS 10· AWAY FROM ANY HARDSCAPE . 40 HUNTER MP STRIP PROS-XX-PRS40-CV-R (RW) 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE , ON PRS40 BODY WITH PURPLE CAP, MP ROTATOR NOZZLE. SHRUB RISER CAN 4o BE USED ON HEADS 10· AWAY FROM ANY HARDSCAPE. HUNTER MP1000 PROS-XX-PRS40-CV-R (RW) 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY WITH PURPLE CAP, MP ROTATOR NOZZLE SHRUB RISER CAN 4o BE USED ON HEADS 10· AWAY FROM ANY HARDSCAPE. HUNTER MP2000 PROS-XX-PRS40-CV-R (RW) 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY WITH PURPLE CAP, MP ROTATOR NOZZLE . SHRUB RISER CAN 4o BE USED ON HEADS 10' AWAY FROM ANY HARDSCAPE. HUNTER MP3000 PROS-XX-PRS40-CV-R (RW) 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY WITH PURPLE CAP, MP ROTATOR NOZZLE. SHRUB RISER CAN 4o BE USED ON HEADS 10· AWAY FROM ANY HARDSCAPE . HUNTER MP800SR PROS-XX-PRS40-CV-R (RW) 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY WITH PURPLE CAP, MP ROTATOR NOZZLE SHRUB RISER CAN BE USED ON HEADS 10· AWAY FROM ANY HARDSCAPE. HUNTER RZWS-SLEEVE-18-CV 18" LONG RZWS WITH FILTER FABRIC SLEEVE, .25GPM OR .50GPM BUBBLER OPTIONS, CHECK VALVE, 1/2" SWING JOINT FOR CONNECTION TO 1/2" PIPE HUNTER RZWS-SLEEVE-18-CV-R (RW) 18" LONG RZWS WITH FILTER FABRIC SLEEVE, .25GPM OR .50GPM BUBBLER OPTIONS, CHECK VALVE, 1/2" SWING JOINT FOR CONNECTION TO 1/2" PIPE, WI TH RECLA IMED CAP. MAN UF ACTU RER/MODEL/DESCRI PTION HUNTER ICZ-1 01-40 (DRIP CONTROL ZONE KI T) 1" ICV GLOBE VALVE W/ 1" HY100 FILTER SYSTEM. PRESSURE REG: 40PSI. FLOW 2-20 GPM. USE ICZ-101-LF-40 FOR LESS THAN 2 GPM . INSTALL ONE VALVE PER JUM BO RE CT. VALVE BOX W/ LOCKING GREEN COVER AND 'RCV HEAT BRANDED ON COVER. VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A BALL VALVE, LINE SIZE. HUNTER ICZ-101-40 (RW DRIP CONTROL ZONE KIT) 1" ICV GLOBE VALVE W/ 1" HY100 FILTER SYSTEM. PRESSURE REG: 40PSI FLOW: 2-20 GPM. USE ICZ-101-LF-40-R FOR LESS THAN 2 GPM. INSTALL ONE VALVE PER JUMBO RECT. VALVE BOX W/ LOCKING PURPLE COVER AND 'RCV HEAT BRANDED ON COVER. VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FRO M THE MAINLINE BY A BALL VALVE , LI NE SIZE. HUNTER ICZ-151-40 (DR IP CONTROL ZONE KIT) 1-1/2" ICV GLOBE VALVE W/ 1" HY100 FILTER SYSTEM. PRESSURE REG . 40PSI. FLOW 20-60 GPM. INSTALL ON E VALVE PER JUMBO RECT. VALVE BOX W/ LOCKING GREEN COVER AND 'RCV HEAT BRANDED ON COVER. VA LVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A BALL VALVE, LIN E SIZE. HUNTER ICZ-151-40 (RW DRIP CONTROL ZONE KIT) 1-1/2" ICV GLOBE VA LVE W/ 1" HY100 FILTER SYSTEM. PRESSURE REG.: 40PSI. FLOW RANGE 20-60 GPM INSTALL ONE VALVE PER JUMBO RECT. VALVE BOX WI LOCKING PURPLE COVER AND 'RCV HEAT BRANDED ON COVER. VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM TH E MAINLINE BY A BALL VALVE, LINE SIZE PIPE TRANSITION POINT ABOVE GRADE PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER TO ABOVE GRADE INSTALLATION. FLUSH VALVE PROVI DE A PLD-LOC CAP AT END OF DRIP DISCHARGE HEADER, INSTALL FLUSH VALVE INSIDE A SEPARATE VALVE BOX, ONE AT EACH END OF THE TUBING RUNS IN EACH DIRECTION, INSTALL 18" FROM PAVING. ALSO PROVIDE ECO-INDICATOR ALONG EXHAUST MANIFOLD OF EACH DRIP IRR IGATION END LINE, CONNEC T TO PVC EXHAUST LATERAL WITH TEE AND USE SWING JOINT HUNTER PLD-AVR (DRIP AIR RELIEF VALVE) AIR/VACUUM RELIEF VALVE, PLD-AVR, INSTALLED WITH A COMBINATION TEE. INSTALL AIR RELIEF ASSEMBLY INS IDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MULTIPLE ARV'S SHALL BE REQUIRED PER RCV , VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVE BOX 18" FROM PAVING AND AT HIGH POINT OF PLANTER AREA AREA TO RECEIVE DRIPLINE HUNTER HDL-06-12-CV HDL-06-12-CV: HUNTER DR IPLINE W/ 0.6 GPH EMITTERS AT 12" O.C . CHECK VALVE, DARK BROWN TUB ING WITH GRAY STRIPING. DRIPLINE LATERALS SPACED AT 16" APART, WITH EMI TTERS OFFSET FOR TRI ANGULAR PATTERN. INSTALL WITH HUNTER PLO BARBED OR PLD-LOC FITTINGS. ALL TUB ING SHALL BE INSTALLED 3" BELOW MULCH GRADE W/ 9" WIRE STAKES FIVE (5) FEET ON CENTER; VER IFY THE LAYOUT AND SPAC ING IN THE FIELD PRIOR TO STARTING WORK AREA TO RECEIVE DRIPLINE HUNTER HDL-06-12-R (RW) HDL-06-12-R HUNTER DRIPLINE WITH 0.6 GPH FLOW. LIGHT BROWN TUBING WITH PURPLE STR IPING EMITTERS AT 12" O.C. DRIPLINE LATE RALS SPACED AT 16" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. INSTALL WITH HUNTER PLO BARBED OR PLD-LOC FITTINGS. IN-LINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE WITH BUILT-IN CHECK VALVE. 0.6 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT RR APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. USE PLD-LOC FITTINGS. ALL TUBING SHALL BE INSTALLED 3" BELOW MULCH GRADE W/ 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK MANUFACTURER/MODEL/DESCRIPTION HUNTER ICV-G-FS-AS-ADJ (RCV) 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET , WITH FI LTER SENTRY. INSTALL ONE VALVE PER STD. RECT. VA LVE BOX WI TH LOCKING GREEN COVER AND 'RCV HEAT BRANDED ON COVER. VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A BALL VALVE LINE SIZE. 1ST SUBMITTAL Underground Service Alert 2ND SUBMITTAL 40 30 30 02-25-2021 ' i,, C/Ll-13 C/Ll-13 DETAIL D/Ll-13 D/Ll-13 D/Ll-13 D/Ll-13 E-F-G-H-I ILl-13 J/Ll-13 K/Ll-14 L/Ll-14 L/Ll-14 DETAIL M/ll-14 IRRIGATION SCHEDULE EB ~ §I el ~ NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES , GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUT LET, WITH FILTER SENTRY, RECLAIMED WATER ID, AND PURPLE HANDLE .. INSTALL ONE VALVE PER STD . RECT. VALVE BOX WITH LOCKING PURPLE COVER AND 'RCV HEAT BRANDED ON COVER. VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A BA LL VALVE LIN E SIZE. HUNTER HQ-44LRC (QCV) QUICK COUPLER VALVE, YELLOW RUBBER LOCKING COVER, RED BRASS AND STAINLESS STEEL, WI TH 1" NPT IN LET, 2-PIECE BODY. INSTALL IN A 10" ROUND VALVE BOX WITH LOCKING GREEN COVER AND QV HEAT BRANDED ON COVER INSTALL QCV ON A 11/2" STUB-OUT OFF MAINLINE. EACH QSV SHALL BE ISOLATED FROM THE MAINLINE BY A 11/2" BALL VALVE AND INSTALLED AT 200· O.C NELSON 7645 (OCV-RW) 1" BRASS QUICK COUPLER VALVE WITH ACME THREADS FOR SLOW FLOW CONTROL, WITH LOCKING RUBBER COVER AND PURPLE CAP WITH RECLAIMED WATER WARNING. INSTALL IN 10" ROUND VALVE BOX WITH LOCKING PURPLE COVER AND 'QCV HEAT BRANDED ON COVER INSTALL QCV ON A 1112" STUB-OUT OFF MAINLINE. EACH QCV SHALL BE ISOLATED FROM THE MAINLINE BY A 1112" BALL VALVE AND INSTALLED AT 200· O.C PER CITY REQUIREMENTS LASCO FITTINGS TU BV-SC (BALL VALVE) 1", 1-1/2", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER HAMMER INSTALL SAME SIZE AS MAINLINE. INSTALL IN VALVE BOX WITH GREEN LID, HEAT BRAND LID WITH "BV". LASCO FITTINGS TU BV-SC (RW BALL VALVE) 1", 1-112", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER HAMMER INSTALL SAME SIZE AS MAINLINE. INSTALL IN VALVE BOX WITH PURPLE LID, HEAT BRAND LID WITH "BV". HUNTER IBV-FS (MASTER VALVE) 1", 1-1/2", 2", AND 3" BRASS ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITH FILTER SENTRY FACTORY INSTALLED OPTION. INSTALL IN A 'JUMBO' SIZED VALVE BOX WITH LOCKING GRE EN COVER AND 'MV HEAT BRANDED ON COVER ZURN 975XL (BACKFLOW) REDUCED PRESSURE BACKFLOW DEVICE W/ MODEL YBP' WYE STRAINER ALL PIPING BETWEEN METER AND BACKFLOW DEVICE SHALL BE 'K' COPPER OR RED BRASS. INSTALL IN A VIT STRONGBOX STAINLESS STEEL BACKFLOW ENCLOSURE #SBBC-XXSS, SIZED TO FIT BACKFLOW. ITS CONTROLLER AS SEMBLY IRRIGATION CONTROLLER ASSEMBLY IN STAINLESS STEEL ENCLOSURE, SEE TABLES FOR MODEL AND STATION COUN T. CONTROLLER SHALL HAVE A DESIGNATED RECTANGULAR PULL BOX INSTALLED AT PEDESTAL BASE. CONTACT DARYL GREEN AT IMPERIAL TECHNICAL SERVICES (ITS) PHONE (949) 584-7311 ITS CONTROLLER ASSEMBLY IRRIGATION CONTROLLER ASSEMBLY IN STAINLESS STEEL ENCLOSURE, SEE TABLES FOR MODEL AND STATION COUNT. CONTROLLER SHALL HAVE A DESIGNATED RECTANGULAR PULL BOX INSTALLED AT PEDESTAL BASE . CONTACT DARYL GREEN AT IMPERIAL TECHNICAL SERVICES (ITS) PHONE (949) 584-7311 HUNTER SOLAR-SYNC SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, INSTALL AS NOTED. WIRED. FLOMEC QS200-15 (FLOW SENSOR PROVIDED BY ITS) 1-1/2" INSERTION ULTRASONIC FLOWMETER, SCH. 80 PVC HOUSING, IS INCLUDED AS PART OF ITS CONTROLLER ASSEMBLY. 0.55-82 GPM RANGE , MAX. PRESSURE 150 PSI. 2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND PULSE. WIRE TO CONTROLLER USING P7171D CABLE IN 1" CONDUIT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. MULTIPLE FLOW SENSORS REQUIRE SEPARATE CONDUIT RUNS. HUNTER HC-1 OD-FLOW 1" FLOW METER FOR USE WITH HYDRAWISE ENABLED CONTROLLER TO MON ITOR FLOW AND PROVIDE SYSTEM ALERTS. ALSO FUNCTIONS AS STAND ALONE FLOW TOTALIZER/SUB METER ON ANY RESIDENTIAL OR COMMERCIAL IRRIGATION SYSTEM. EZ-FLO FERTILIZING SYSTEMS EZ010-FX ONE SYSTEM FEEDS ALL ZONES, DRIP OR SPRINKLER INSTALL DIRECTLY IN THE IRRIGATION SYSTEM MAIN LINE AFTER THE BACK FLOW PREVENTER COUPLING CONNECTION PER MAINLINE SIZE, INSTALL PER MANUFACTURER'S RECOMMENDATIONS IN CARSON #1730-24 HOPE SUPER JUMBO RECTANGULAR XL VALVE BOX. CON TRACTOR TO FILL TANK WITH #GRM 102030 AT BEGINNING OF PLANT INSTALLATION AND SHALL PROVIDE A FULL TANK UPON MAINTENANCE TURNOVER. TANK CAPACITY: 94 G THRUST BLOCK THRUST BLOCK CONSISTING OF A MINIMUM OF 1 CUBIC FOOT OF CONCRETE (2000 PSI) SHALL BE INSTALLED AROUND MAIN LINES 3" AND ABOVE AT ELBOWS AND AT POINTS OF CHANGE IN DIRECT ION 2-WIRE CONTROL WIRE HUNTER IDWIRE1-BLU IRRIGATION CONTROL CABLE. RED AND BLUE 14 AWG TWISTED PAIR IN BLUE JACKET (UL APPROVED), PAIGE #170801BU. CONNECT WITH APPROVED WATERPROOF CONNECTORS AND INSTALL PER MANUFACTURER RECOMMENDAT IONS. ROUTE WIRES TO EACH VALVE MANIFOLD AND PROVIDE SEPARATE 1 1/4" CONDUIT FOR WIRE ADJACENT TO MAINLINE. FOR SERVICEABILITY, DO NOT INTERCONNECT INDIVIDUAL CABLE PATHS. TERMINATE EACH PATH ON CONTROLLER TERMINAL BLOCK. INSTALL GROUNDING PLATE OR 8' GROUNDING ROD WITH HUNTER DUAL-S SURGE ARRESTOR INSTALL AT CONTROLLER AND AT THE END OF EACH 2-WIRE PATH PERPENDICULAR TO PATH IN 6" ROUND BOX. COPPER WIRE SHALL BE CAD WELDED TO PLATE OR ROD. GROUND EVERY 12TH DECODER OR EVERY 1,000 FEET FROM CONTROLLER, WHICHEVER COMES FIRST. INSTALL PER AS IC GENERAL GROUNDING GUIDELINES. INSTALL ICD-XXX DECODER WITH SURGE SUPPRESSION AND GROUND WIRE. CONTRACTOR SHALL PROVIDE DECODER SIZE NECESSARY TO HANDLE VALVES AT MAN IFOLD. 3M DBR/Y-6 PRE-FILLED WIRE CONNECTORS , USE ON ALL WIRE CONNECTIONS IN VALVE OR PULL BOXES ONLY CARSON VALVE BOXES SIZE PER EQUIPMENT LEGEND, WITH T-COVER LIDS AND CAPTIVE BOLT AND LOC-KIT. FOR ROUND DRIP EM ITTERS USE MODEL 510, 7" ECONO SHALL BE MODEL 708, 10" ROUND SHALL BE MODEL 910, 12" STANDARD RECT. SHALL BE MODEL 1419, 12" JUMBO RECT . SHALL BE MODEL 1220, SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL 1730. VALVE BOXES SHALL HAVE GREEN HOPE BODY AND GREEN LIDS IN TURF AND SHRUB BEDS, AND TAN LIDS IN ROCK MULCH . USE PURPLE FOR RECYCLED WATER SYSTEMS. FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. [II ELECTRICAL SERVICE NO SYMBOL 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN , VERIFY LOCATION IN THE FIELD. HUNTER SJ SWING JOINTS FOR 112" THREADS USE SJ-512, 3/4" THREADS USE SJ-712, 1" THREADS USE LASCO G132-412, 1" QUICK COUPLER VALVES USE LASCO G132S-212 WITH MALE BRASS STABILIZER ELBOW , 314" QUICK COUPLER VALVES USE LASCO G132T-212 WITH MALE BRASS STABILIZER ELBOW. \.._110S CAPt 4& M/Ll-14 O/Ll-14 Plll-14 P/Ll-14 R/Ll-14 Q/Ll-14 NN/Ll-16 NN/Ll-16 NN/Ll -16 T/Ll-14 N/A U/Ll-15 V/ll-15 W-X-Y/Ll-15 llll-15 AA-BB-CC/Ll-15 N/A N/A AP PROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE TITLE REVIEWED BY: INSPECTOR "AS BUil T" DATE DATE LOCATION OF PLANTING AREA f--C_AR_lS_B_A_D_M_U_NI-C~IP~AL~W=A~T-E_R_D_I=sr=R~IC=r--1 SHEET 30 CITY OF CAR LSBAD 59 -PLANNING DIVISION -SHEETS IRRIGATION LEGEND Ll-09 MARJA ACRES ON-SITE RESIDENTIAL - ~ st••••~"' ..,.{1 1----------------+-----+---+-----------+---+-----+----+------1 3RDSUBMITTAL ~ )• -16 ~ gm p @8Cal1I 1 ""'""""'rr" ;; 40 •!;:-~ '"::?:}'--•l1 DEVELOPERS NAME: KB HOME COASTAL INC. 'I: ., ADDRESS, 9915 MIRA MESA BLVD. SUITE 100 f----+--+--------------------J----+---+---+-----1 APPROVED~ fA / 4 ) (9 -1 a: "'f--.J --t r-/rf SAN DIEGO CA 92131 "''' ,z.; ~z oRAWN MG ~-. / "J:_'.•_:.·~~ ..• ~~~* ;0;~\1g~5+-IEAD AVENUE TELEPHONE, 858.877.4267 PLANNING V DATE ._.._ TWO WORKING DAYS BEFORE YOU DIG APPROVED RS _., ,-,,:i CARLSBAD, C-A ~2010 DRWN BY MG PROJECT NO DRAWING NO "CAUTION":RememberlhatiheUSACenternotrnes d"III 05/08/23 DATE INITIAL DATE INITIAL : . . w onlythose utilftiesbelongingtolhecenter.There JOBNO. 18·028-00 0, \cc;)"' I ..J h DATE PLAN PREPARED: --"'""""-"''-------DATE INITIAL LPC2021-0008 _J couldbeolherutilrliespreserrtsttheWO'ksite.The 'F C'-l .l" gmp an~arc. .c.om GMP REVISION DESCRIPTION 529-9M LLL _________________ .L,;:~::;:"":;:'w!;illi:!;"":::;rn!;""'::;"''.,:whom'.::;"!:"':'..:~:'.'.:·11n:::;cru1y~.-...l. ______________________ .,;s~cA::!;L!;,_E _____ ..!,Ats!sH~oWN~L-....:=::::;;:;:::::"~:._ __ L....'..T_:8::'.58:.,:55:'.:8'..:8:'.:S'.,'.1.:_1 __ _j~B.:'.:Y:.::::=::::::::::::::::::::::::::::::::::::::::::::::::::::::....IE::.:N:GIN:::E:::ER::_::O:_F_::W:::OR:KL ___ ..:___:,..:__:..:_:..:_ ____ :.._ ___ _j.'.:o:'.:TH'.:E'.:.R..:A::PP'.:R:::ov:A:L.l..'.:c'.:.1TY:.._:AP:'.P::R:::ov:A:L.LCH:C:'.:K'.'._D_'.:B~Y:_:R:::S:_ __ L __ .fC:J:TJ1.§6.:f_O!Z? __ _j _ _:::.::_:..:__J i f-I (j") ' _J <( f-z w IRRIGATION SCHEDULE ~ A-A 'r' A-C 'r' A-B 'r' B-A 'r' B-B 'r' 8-C 'r' PULL BOX PULL BOXES FOR WIRE SPLICES SHALL BE LOCATED APPROXIMATELY 500' O.C AND AT THE ENDS OF ALL SLEEVES UNDER PAVING . PULL BOXES SHALL BE 10" ROUND WITH LOCKING LID RW SIGN LOCATION OF RECYCLED WATER "DO NOT DRINK" SIGN PER WATER DISTRICT STANDARDS. TEST STATION (RW) ASSURE CROSS CONNECTION TEST STATION IS PROVIDED AFTER MAIN RECYCLED WAT ER METER PER CMWD STANDARD WILKINS #500-HLR PRESSURE REDUCING VALVE 500-HLR SERIES PRESSURE REDUCING VALVE WITH 10 TO 125 PSI SPRING RANGE , SIZE AND PRESSURE SETTING AS NOTED WATER METER 1" POC 'E' -POTABLE IRRIGATION SUB-METER (HC FLOW METER) WATER METER 1" POC 'F' -POTABLE IRRIGAT ION SUB-METER (HC FLOW METER) POINT OF CONNECTION CAP 'A-A' POINT OF CONN ECT ION CAP "A-C" POINT OF CONNECTION CAP "A-B" POINT OF CONNECTION CAP 'B-A' POINT OF CONNECTION CAP 'B-B" POIN T OF CONNECTION CAP "B-C" B-D Ir POINT OF CONNECTION CAP "B-D" B-E Ir POINT OF CONNECTION CAP "B-E" B-F Ir POINT OF CONNECTION CAP "B-F" 1/:J POINT OF CONNECTION CAP "B-G" B-H Ir PO INT OF CONNECTION B-I Ir POINT OF CONNECTION CAP "B-I" IRRIGATION LATERAL LINE CRESLINE WEST -PVC SCHEDULE 40 1 112" & SMALLER-SCHAD WI SCH AO SOLVENT WELD FITTINGS IRRIGATION LATERAL LINE: CRESLINE WEST -PVC CLASS 315 SDR 13.5 2"-3" -CL. 315 WI SCH.BO SOLVENT WELD FITTINGS, 2112"-3" FITTINGS SHALL BE THRUST BLOCKED ---IRRIGATION LATERAL LINE. CRESLINE WEST -PVC SCHEDULE 40-NP 1 112" & SMALLER -PURPLE SCHAD WI SCH AO SOLVENT WELD FITTINGS IRRIGATION LATERAL LINE: CRESLINE WEST -PVC CLASS 315 SOR 13.5-NP 2"-3" -PURPLE CL. 315 WI SCH.BO SOLVENT WELD FITTINGS, 2112"-3" FITTINGS SHALL BE THRUST BLOCKED ----IRRIGATION MAINLINE: CRESLINE WEST -PVC SCHEDULE 40 1112" & SMALLER-SCHAD WI SCHAD SOLVENT WELD FITTINGS ----IRRIGATION MAINLINE: CRESLINE WEST -PVC CLASS 315 SOR 13.5 2"-3" -CL. 315 WI SCH.BO SOLVENT WELD FITTINGS, 2112"-3" FITTINGS SHALL BE THRUST BLOCKED RW --IRRIGATION MAINLINE CRESLINE WEST -PVC SCHEDULE 40-NP 1112" & SMALLER-PURPLE SCH AO WI SCH AO SOLVENT WELD FITTINGS IRRIGATION MAINLINE: CRESLINE WEST -PVC CLASS 315 SOR 13.5-NP 2"-3" -PURPLE CL. 315 WI SCH.BO SOLVENT WELD FITTINGS, 2112"-3" FITTINGS SHALL BE THRUST BLOCKED 0 --------PIPE SLEEVE: CRESLINE WEST -PVC SCHEDULE 40 PURPLE PVC SLEEV ING SHALL BE USED FOR RECLYED IRRIGATION WATER SYSTEM (j") w Cl'. 00 N 0 ' 00 ~ :::i <( f-z w 0 (j") w Cl'. w f--- (j") z 0 0 9 (j") 0 9 I (_) Cl'. <( 0 z :"i -0 0 d, N 0 d:, ~ -(j") f- VALVE CALLOUT VALVE NUMBER ~ VALVE FLOW VALVE SIZE VALVE SCHEDULE DDILl-15 NUMBER MODEL SIZE A-35 HUNTER ICZ-151-40 (RW DR IP CONTROL ZONE KIT) 1-1/2" EEILl-16 A-36 HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) 1" A-37 HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) 1" A-38 HUNTER ICZ-101 -40 (RW DRIP CONTROL ZONE KIT) 1" Q2ILl-14 A-39 HUNTER ICZ-151-40 (RW DRIP CONTROL ZONE KIT) 1-112" A-40 HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) 1" Q/Ll-14 A-41 HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) 1" A-42 HUNTER ICZ-151-40 (RW DRIP CONTROL ZONE KIT) 1-1/2" B35 HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) 1" NIA B36 HUNTER ICZ-101-40 (RW DRIP CONTROL ZONE KIT) 1" B37 HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) 1" B38 HUNTER ICZ-101-40 (RW DRIP CONTROL ZONE KIT) 1" NIA B-39 HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) 1" B-40 HUNTER ICZ-151-40 (RW DRIP CONTROL ZONE KIT) 1-1/2" NIA B43 HUNTER ICZ-151-40 (RW DRIP CONTROL ZONE KIT) 1-112" B44 HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) 1" B45 HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) 1" NIA B46 HUNTER ICZ-151-40 (RW DRIP CONTROL ZONE KIT) 1-112" B47 HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) 1" B48 HUNTER ICZ-101 -40 (RW DRIP CONTROL ZONE KIT) 1" NIA B49 HUNTER ICZ-151-40 (RW DRIP CONTROL ZONE KIT) 1-112" B50 HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) 1" NIA B51 HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) 1" B52 HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) 1" B53 HUNTER ICZ-151 -40 (RW DRIP CONTROL ZONE KIT) 1-112" NIA B54 HUNTER ICZ-101-40 (RW DRIP CONTROL ZONE KIT) 1" B55 HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) 1" NIA B56 HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) 1" B57 HUNTER ICZ-151-40 (RW DRIP CONTROL ZONE KIT) 1-112" B58 HUNTER ICZ-101-40 (RW DRIP CONTROL ZONE KIT) 1" NIA B59 HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) 1" B60 HUNTER ICZ-101-40 (RW DRIP CONTROL ZONE KIT) 1" B61 HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) 1" NIA B62 HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) 1" B63 HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) 1-112" NIA E1 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" E2 HUNTER ICZ-101 -40 (DRIP CONTROL ZONE KIT) 1" E3 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" NIA E4 HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) 1-1/2" E5 HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) 1-1/2" E6 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" NIA E7 HUNTER ICZ-15 1-40 (DRIP CONTROL ZONE KIT) 1-112" E8 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" JJILl-16 E9 HUNTER ICZ-151 -40 (DRIP CONTROL ZONE KIT) 1-1/2" E10 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" E11 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" JJILl-16 E12 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" E13 HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) 1-112" KK/Ll-1 6 E14 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" E15 HUNTER ICZ-151 -40 (DRIP CONTROL ZONE KIT) 1-112" KK/Ll-16 E16 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" E17 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" E18 HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) 1-112" JJILl-16 E19 HUNTER ICZ-151 -40 (D RIP CONTROL ZONE KIT) 1-1/2" E20 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" JJILl-16 E21 HUNTER ICZ-101 -40 (DRIP CONTROL ZONE KIT) 1" E22 HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) 1-112" E23 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" KKILl-16 E24 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" E25 HUNTER ICZ-151 -40 (DRIP CONTROL ZONE KIT) 1-112" KKILl-16 E26 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" E27 HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) 1-1/2" E28 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" LL-MM~l-16 E29 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" E30 HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) 1-112" E31 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" E32 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" E33 HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) 1-1/2" F1 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" F2 HUNTER ICZ-15 1-40 (DRIP CONTROL ZONE KIT) 1-1/2" F3 HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) 1-1/2" F4 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" F5 HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) 1-1/2" F6 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" F7 HUNTER ICZ-151 -40 (DRIP CONTROL ZONE KIT) 1-1/2" F8 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" F9 HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) 1-1/2" F10 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" F11 HU NTER ICZ-151-40 (D RIP CONTROL ZONE KIT) 1-112" TYPE AREA FOR DRIPLINE BUBBLER SHRUB ROTARY AREA FOR DRIPLINE AREA FOR DRIPLINE BUBBLER BUBBLER AREA FOR DRIPLINE SHRUB ROTARY AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE AREA FOR DRIPLINE SHRUB ROTARY BUBBLER AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE AREA FOR DRIPLINE BUBBLER SHRUB ROTARY BUBBLER AREA FOR DRIPLINE AREA FOR DRIPLINE BUBBLER BUBBLER AREA FOR DRIPLINE AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE BUBBLER SHRUB ROTARY SHRUB ROTARY BUBBLER AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE AREA FOR DRIPLINE BUBBLER BUBBLER AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE BUBBLER BUBBLER AREA FOR DRIPLINE AREA FOR DRIPLINE SHRUB ROTARY BUBBLER AREA FOR DRIPLINE SHRUB ROTARY BUBBLER AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE AREA FOR DRIPLINE AREA FOR DRIPLINE AREA FOR DRIPLINE BUBBLER BUBBLER AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE AREA FOR DRIPLINE AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE GPM 12.67 6,5 6.14 8.68 25.19 8 12 32,6 10.12 4.82 12 13.1 5,5 23.91 14,98 5.26 7 14.7 12 9.43 13.64 4.5 6,97 12 19.08 14.32 4 5.5 18,81 15.36 6 5,71 3 8.27 28.56 6 10 09 6 13.55 16.21 2,5 12.86 8,5 14.44 10.27 6.5 6.5 13.24 6,5 15.38 8 8.5 13.51 16.46 4.4 6 19.11 3.38 3,5 18.48 8 13,88 8.03 5.96 15.43 6,5 7,5 10.36 3,5 17,7 11.31 10 12.58 9,5 11.69 2.28 13.63 6.5 10,87 HEADS 1,508 LF. 13 12 867.9 L.F. 2,438 L.F. 16 24 3,259 L.F. 17 320.4 L.F. 24 1,310LF 11 2,317 L.F. 1,499 LF. 11 14 1,471 L.F. 24 855.3 L.F. 1,321 L.F. 9 18 19 1,908 L.F. 1,402 L.F. 8 11 1,881 L.F . 1,536 L.F. 12 570.4 L.F. 6 11 28 12 1,009 L.F. 12 1,354 L.F. 1,527 L.F. 5 1,287 L.F. 17 1,446 L.F 1,027 L.F . 13 13 1,416 L.F. 13 1,533 L.F. 16 17 1,351 L.F . 1,640 L.F. 12 12 1,909 L.F . 9 7 1,751 L.F. 16 1,365 L.F. 766.1 L.F . 594.5 LF. 1,520 L.F. 13 15 1,035 L.F. 7 1,766 L.F. 1,127 L.F. 20 1,256 LF. 19 1,167 L.F. 226.0 L.F. 1,294 L.F. 13 1,084 L.F . PIPE DESIGN PSI 512.1 30 349,2 30 147,7 40 591.9 30 933,5 30 533,3 30 624.6 30 1,065 30 251.9 40 245,5 30 703,9 30 503.7 30 309,6 30 961.0 30 575.7 30 154.5 40 324.0 30 608.1 30 743.7 30 382,7 30 499.2 30 263,3 30 158.3 40 534,0 30 562.1 30 305,9 30 152.0 30 256,8 30 345.4 30 336,5 30 323,7 30 267,9 30 198.7 30 263,3 40 473.3 40 515.1 30 402.1 30 293,6 30 601.4 30 450.4 30 200,5 30 710,0 30 733.6 30 1,016 30 581,0 30 548,3 30 642,6 30 1,021 30 633,3 30 1,006 30 649,1 30 650,2 30 699.8 30 1,073 30 213,0 40 562,9 30 962.8 30 89,9 40 217.9 30 815,7 30 583 .2 30 671 .4 30 731.8 30 375,8 30 823,9 30 248.4 30 314.1 30 571.4 30 427 ,5 30 739.2 30 732,0 25 994,2 30 697.2 30 912.0 30 687,2 30 265,2 30 666,2 30 382,7 30 626.7 25 FRICTION LOSS PSI PRECIP 3.55 2.68 0,8 3.89 5.82 4.93 4.22 5.98 1.99 1.25 5,8 9.57 3,3 5.17 4.92 0.4 3.27 4.29 5.26 4.09 3.32 1.57 1.97 5.41 3,9 3.83 0.6 1.05 5,1 3.93 1 34 2.73 0,54 2.57 2.42 2,2 2.4 1.53 2.06 4.19 0.68 1.72 1.51 5.95 4.65 2.02 2.09 4.99 2.19 4.47 3.88 4.47 4.61 5.29 1.61 2.1 2 5.61 0,2 1 03 4.53 2.39 4.07 4.14 1.47 2.51 1.66 3.72 5.71 0.36 5 3.72 2.61 3.12 1.9 2.99 0.4 4.09 4.07 2.26 44.5 0.72 in/h 35.3 1.7 in/h 46.7 0.58 in/h 53.1 0.73 in/h 49.6 0.72 in/h 39.5 1.7 in/h 37.2 1.7 in/h 50.0 0.72 in/h 45.0 0.54 in/h 43.3 0.72 inlh 40.7 1.7 in/h 62.2 0.72 in/h 35.0 1.7 in/h 47.0 0.72 in/h 46.8 0.72 in/h 42.9 0.49 in/h 36.8 1.7 in/h 46.2 0.72 in/h 40.0 1.7 in/h 50.5 0.73 in/h 44.3 0.72 in/h 34.0 1.7 in/h 44.7 1.07 in/h 38.4 1.7 in/h 44.9 0.72 in/h 58.6 0.72 inlh 33.1 1.7 in/h 33.6 1.7 in/h 46.1 0.72 in/h 61.3 0.72 in/h 33.9 1.7 in/h 45.4 0.72 in/h 32.8 1.7 inlh 45.4 0.49 in/h 43.9 0.52 in/h 36.5 1.7 inlh 50.4 0.72 inlh 53.8 1.7 in/h 43.1 0.72 in/h 45.2 0.73 inlh 32.9 1.7 inlh 42.7 0.72 in/h 34.4 1.7 in/h 46.9 0.72 in/h 52.1 0.72 in/h 34.7 1.7 in/h 34.7 1.7 in/h 49.4 0.72 in/h 34.8 1.7inlh 45.5 0.73 in/h 38.4 1.7 inlh 39.0 1.7 in/h 45.6 0.72 inlh 46.3 0.73 in/h 45.1 0.98 in/h 49.1 1.7 inlh 50.9 0.73 inlh 42.5 0.84 in/h 33.3 1.7 inlh 45.5 0.73 in/h 35.2 1.7 inlh 45.7 0.73 in/h 55.8 0.73 in/h 51.7 0.72 in/h 51.2 0.72 in/h 42.0 1.7 in/h 39.1 1.7in/h 46.7 0.72 in/h 32.7 1.7 in/h 46.0 0.73 in/h 39.7 0. 72 in/h 37.2 1.7 in/h 44.1 0.73 in/h 38.5 1.7in/h 44.0 0.74 in/h 44.4 0.74 in/h 45.1 0.73 in/h 39.3 1.7 in/h 38.3 0.73 inlh "AS BUil T" TITLE DATE ~-----------! REVIEWED BY APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA . SHEET 31 INSPECTOR DATE CARIBBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD 59 -PLANNING DIVISION -SHEETS IRRIGATION LEGEND Ll-10 ~ 1sr susMITTAL 02-2s.202, '".._"oscAPt d~ MARJA ACRES ON-SITE RESIDENTIAL 3 2NDSUBMITTAL ~ y str•z-~~ .. u 1------------------+---+---+---------------+--+---+--+----l 00 --~ -~ 0:: 5? ~ / g/c7'7 ~ ADDRESS, 9915 MIRA MESA BLVD. SUITE 100 f----+--+---------------f----+--11----+---I APPROVED £/ • l, 1 _ ~ U®nderground8Se~~~11:e A11ert 3RDSUBMITTAL !~ . .:-)• ~ % g m p DEVELOPERS NAME: KB HOME COASTAL INC. 0 -' a: , c1~ '"-➔111---------1 SAN DIEGO cA92131 1----+--+----------------1----+---+---+----+ Ar~ /'I--/' ,-/is lz'> W DRAWN MG O / ~•~a~ * 3116 LIONSHEAD AVENUE l---+---+---------------+--f----\-------'1---1 PLANNING V DATE ~ TWO WORKING DAYS BEFORE YOU DIG APPROVED RS ~~ ·~~~:;;'"Ajj)l"tt-. z'1~~~1D, CA ~2010 L-------"TE==LE'.:':P~HO:'.':N':E'.=85":'8::".'8':'::77=:,4:::2::67::=__j __ __j__ _ _j ______________ _j __ _(___--l-__ _j__ _ __f--D-RWN_B_Y_: _M_G _____ PR_O_J_EC-T-NO~.-~~D~R-ACCW~IN~G~N~Oc-1, z "CAUTI0N''.Rememoor lhatthaUSACenternotifies JOB NO. 18_ 02 a.oo t\'+-_"V' DATE PLAN PREPARED: 05/08/23 DATE INITIAL DATE INITIAL DATE INITIAL LPC2021-QQ08 W °'""""'"''""'"'°"'"'"'"'""""""• O'F •'l\~v 9mplond oc<h<om REVISION DESCRIPTION 529-9M __Ju.L _______________ ...1.:=!""':::":::·~::"':i:'lilies:::p!:=:::"::!"::"':::"""!:'~''..:·The.:....L ___________________ ~~----....!~=-L---=~:::c~ .. ~=--..1.-T:..B5=8-=5:58:...f>::S:.:.11:..._ _ _J['.'.".:'.:y'.:::GM;;;::P============....I.E:N::Gl:NE::ER.:..::0F_w:::o:::RKJ_ ______________ i:::,oTH::E:R..:A::.:PP:.:R:OV::AL:..l..:C:ITY.:..::AP:::_P.:RO::.:V:AL:.J.:C:HC:K:D.:BY.::.:.:.R::S __ ..1. __ J2..J]::2l. __ J.. ___ __J centerwillinformyouofwr(llntheywillnotify, SCALE AS SHOWN CT 16•07 ~ 0 f-I (/) _J <{ f-z w 0 (/) w a:: co 2l co ~ :::, <{ f-z w 0 (/) w a:: w f- (/) z 0 ' 0 S! (/) 0 S! I 0 a:: <{ 0 z :'i -0 0 ' co 2l 00 ~ in CRITICAL ANALYSIS Generated: P O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Custom Max Flow Flow Available PRESSURE AVAILABLE Static Pressure at POC : Pressure Available: DESIGN ANALYSIS Maximum Multi-valve Flow: Flow Available at POC: Residual Flow Available: Critical Station : Design Pressure. Friction Loss : Fittings Loss . Elevation Loss: Loss through Val ve: Pressure Req . at Critical Station: Loss fo r Fittings: Loss fo r Main Line: Loss fo r POC to Valve Elevation: Loss for Backflow: Cri tica l Station Pressure at POC: Pressure Available: Residual Pressure Available: PO C. NUMBER: 07 Water Source Informatio n: FLOW AVAILABLE Custom Max Flow: Flow Ava ilable PRESSURE AVAILABLE Static Pressure at POC: Pressure Available DESIGN ANALYSIS Maximum Multi-valve Flow: Flow Available at POC: Residua l Flow Available: Crit ical Station: Design Pressure: Friction Loss: Fittings Loss: Elevation Loss : Loss through Valve: Pressure Req . at Critical Station: Loss for Fittings : Loss for Main Line : Loss for POC to Valve Elevation: Loss for Backflow: Critical Station Pressure at POC: Pressure Available : Residual Pressu re Avail able: 2021-10-01 10 54 Cap 'A-A' 75GPM 75GPM 60 PSI 60 PS I 75GPM 75 GPM 0 GPM A-35 30 PSI 3.22 PSI 0.33 PSI 0 PSI 11 PSI 44.6 PSI 0.04 PSI 0.41 PSI 6.71 PSI 0 PSI 51.8 PSI 60 PS I 8.24 PSI Cap "A-8" 75 GP M 75 GPM 60 PSI 60 PSI 75GPM 75GPM 0 GPM A-42 30 PSI 5.44 PS I 0.54 PSI 0 PSI 14.0 PSI 48.3 PSI 0.03 PSI 0.3 PSI -1 PSI 0 PSI 47.7 PSI 60PSI 12.3 PSI P.O.C. NUMBER: 02 Water Source Inform ation: Cap "A-C" FLOW AVAILABL E Custom Max Flow: 75 GPM Flow Available 75 GPM PRESSURE AVAILABLE Static Pressure at POC: 60 PSI Pressure Available: 60 PSI DESIGN ANALYSIS Maximum Multi-valve Flow: 75GPM Flow Available at POC: 75GPM Residual Flow Available: 0 GPM Critical Station : A-38 Design Pressure: 30 PSI Friction Loss: 3.54 PSI Fittings Loss: 0.35 PSI Elevation Loss: 3.49 PSI Loss through Valve: 15.7 PSI Pressure Req. at Critical Station: 48.1 PSI Loss for Fittings: 0.14 PSI Loss for Main Lin e: 1.42 PSI Loss for POC to Valve Elevation : -1 .56 PSI Loss for Backflow: 0 PS I Critical Station Pressure at POC: 48.1 PSI Pressure Available: 60 PSI Residual Pressure Available : 11.9PSI P O C. NUMBER: 11 Wate r Source Information: Cap 'B-A' FLOW AVAILABL E Custom Max Flow: 75GPM Flow Available 75GPM PRESSURE AVAILABLE Static Pressure at POC: 60 PSI Pressure Available: 60 PSI DESIGN ANALYSIS Maximum Multi-valve Flow: 75GPM Flow Available at POC: 75 GPM Residual Flow Available: 0GPM Critical Station: 843 Design Pressure: 30 PSI Friction Loss: 4.47 PSI Fittings Loss: 0.45 PSI Elevation Loss: 0.87 PSI Loss through Valve: 11 PSI Pressure Req. at Critical Station: 46.8 PSI Loss for Fittings: 0.07 PSI Loss for Main Lin e. 0.68 PSI Loss for POC to Valve Elevation: -0.87 PSI Loss for Backflow: 0 PSI Critical Station Pressure at POC · 46.7 PSI Pressure Available: 60 PSI Residual Pressure Available: 13.3 PSI 1ST SUBMITTAL P.O.C. NUM BER: 12 P.O.C. NUMBER: 15 Water Source Information: Cap 'B-B" Water Source Information: FLOW AVAILA BLE FLOW AVAILABLE Custom Max Flow: 75G PM Custom Max Flow: Flow Available 75GPM Flow Available PRESSURE AVAILABLE PRESSURE AVA ILABLE Static Pressu re at POC: 70 PSI Static Pressure at POC: Pressure Available: 70 PSI Pressure Available: DESIGN AN ALYSIS DESIGN ANALYS IS Maximum Multi-valve Flow: 75G PM Maximum Multi-valve Flow: Flow Available at POC: 75G PM Flow Available at POC: Residual Flow Available: 0 GPM Residual Flow Available: Critical Station: B38 Critical Station: Design Pressure: 30 PSI Design Pressure: Friction Loss: 8.71 PS I Friction Loss: Fittings Loss: 0.86 PS I Fittings Loss: Elevation Loss: 0 PSI Elevation Loss: Loss thro ugh Valve: 22.6 PS I Loss throug h Valve: Pressure Req. at Critical Station: 62.1 PS I Pressure Req. at Critical Station: Loss for Fittings: 0.31 PS I Loss for Fittings: Loss for Main Line: 3.06 PSI Loss for Main Line: Loss for POC to Valve Elevation: 0.87 PSI Loss for POC to Valve Elevation: Loss for Backflow: 0 PSI Loss fo r Backflow: Critical Station Pressure at POC: 66.4 PSI Critical Station Pressure at POC: Pressure Available: 70 PSI Pressure Available: Residual Pressure Avai lable: 3.61 PSI Residual Pressure Available: P.O.C. NUMBER: 14 P.O.C. NUMBER: 16 Water Source Info rmation: Cap "8-C" Water Source Info rmation: FLOW AVAILABLE FLOW AVAILABLE Custom Max Flow: 75GPM Custom Max Flow: Flow Available 75 GPM Flow Ava ilab le PRESSURE AVAILAB LE PRESSURE AVAILABLE Static Pressure at POC: 60 PSI Static Pressure at POC: Pressure Available: 60 PSI Pressure Available: DESIGN ANALYSIS DESIGN ANALYSIS Maximum Multi-valve Flow: 75G PM Maximum Multi-valve Flow: Flow Available at POC: 75 GPM Flow Available at POC: Residual Flow Available: 0GPM Residual Flow Available: Critical Station: 846 Critical Station: Design Pressure: 30 PSI Design Pressure: Friction Loss: 3.9 PSI Friction Loss: Fittings Loss: 0.39 PSI Fittings Loss: Elevation Loss: 0.87 PSI Elevation Loss: Loss through Valve: 11 PSI Loss through Valve: Pressure Req. at Critical Station: 46.2 PSI Pressure Req. at Critical Station: Loss for Fittings: 0.03 PSI Loss for Fittings: Loss for Main Li ne: 0.31 PSI Loss for Main Line: Loss for POC to Valve Elevati on: 0PS I Loss for POC to Valve Elevation: Loss for Backflow: 0PSI Loss for Backfl ow: Critical Station Pressure at POC: 46.5 PSI Critical Station Pressure at POC : Pressure Available: 60 PSI Pressure Ava ilable: Residual Pressure Ava ilable: 13.5 PSI Residu al Pressure Av ailable : 02-25-2021 P.O.C. NUMBER: 17 PO C NUMBER: 19 Cap "B-D" Water Source Information: Cap "B-F" Water Source Information: FLOW AVAILABLE FLOW AVAILABLE 75 GPM Custom Max Flow: 75GPM Custom Max Flow: 75 GPM Flow Available 75GPM Flow Available PRESSURE AVAILABLE PRESSURE AVAILABLE 60 PSI Static Pressure at POC: 70 PSI Static Pressure at POC: 60 PSI Pressure Available: 70 PSI Pressure Available: DESIGN ANALYSIS DESIGN ANALYSIS 75 GPM Maximum Multi-valve Flow: 75GPM Maximum Multi-valve Flow: 75 GPM Flow Available at POC: 75GPM Flow Available at POC: 0GPM Residual Flow Available 0GPM Residual Flow Available: B48 Critical Station: B54 Critical Station: 30 PSI Design Pressure: 30 PSI Design Pressure: 3.72 PSI Friction Loss: 3.48 PSI Friction Loss: 0.37 PSI Fittings Loss: 0.35 PSI Fittings Loss: 0 PSI Elevation Loss: 0 PSI Elevation Loss: 16.4 PSI Loss through Valve: 24.8 PSI Loss through Valve: 50.5 PSI Pressure Req. at Critical Station: 58.6 PSI Pressure Req. at Critical Station: 0.03 PSI Loss for Fittings: 0.03 PSI Loss for Fittings: 0.28 PSI Loss for Main Line: 0.32 PSI Loss for Main Line: 0 PSI Loss for POC to Valve Elevation: 0.93 PSI Loss for POC to Valve Elevation: 0PSI Loss for Backflow: 0 PSI Loss for Backflow: 50.8 PSI Critical Station Pressure at POC: 59.9 PSI Critical Station Pressure at POC: 60 PSI Pressure Available: 70 PSI Pressure Available: 9.16 PSI Residual Pressure Available: 10.1 PSI Residual Pressure Available: P.O.C. NUMBER: 18 P.O.C. NUMBER: 20 Cap "B-E" Water Source Information : Cap "B-G" Water Source Information: FLOW AVAILABLE FLOW AVAILABLE 75GPM Custom Max Flow: 75 GPM Custom Max Flow: 75GPM Flow Available 75 GPM Flow Available PRESSURE AVAILABLE PRESSURE AVAILABLE 70 PSI Static Pressure at POC: 70 PSI Static Pressure at POC: 70 PSI Pressure Available: 70 PSI Pressure Available: DESIGN ANALYSIS DESIGN ANALYSIS 75GPM Maximum Multi-valve Flow: 90GPM Maximum Multi-valve Flow: 75GPM Flow Available at POC: 75GPM Flow Available at POC: 0 GPM Residual Flow Available: -15 GPM Residual Flow Available: B51 Critical Station: B58 Critical Station : 40 PSI Design Pressure: 30 PSI Design Pressure: 1.79 PSI Friction Loss: 3.57 PSI Friction Loss: 0.18 PSI Fittings Loss: 0.36 PSI Fittings Loss: 0 PSI Elevation Loss: 0 PSI Elevation Loss: 2.7 PSI Loss through Valve: 27.4 PSI Loss through Valve: 44.7 PSI Pressure Req. at Critical Station: 61.3 PSI Pressure Req. at Critical Station: 0.05 PSI Loss for Fittings: 0.03 PSI Loss for Fittings: 0.54 PSI Loss for Main Line: 0.32 PSI Loss for Main Line: 0 PSI Loss for POC to Valve Elevation: 0 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 0 PSI Loss for Backflow: 45.3 PSI Critical Station Pressure at POC: 61.7 PSI Critical Station Pressure at POC: 70 PSI Pressure Available: 70 PS I Pressure Available: 24.7 PS I Residual Pressure Available : 8.35 PSI Residual Pressure Available: Cap "B-H" 75 GPM 75 GPM 75 PSI 75 PSI 75GPM 75GPM 0 GPM B57 30 PSI 4.63 PSI 0.47 PSI 0 PSI 11 PSI 46.1 PSI 0.03 PSI 0.31 PSI -1 .95 PSI 0 PSI 44.5 PSI 75 PSI 30.5 PSI Cap "B-1" 75 GPM 75GPM 60 PSI 60 PSI 75 GPM 75GPM 0GPM 860 30 PSI 2.48 PSI 0.25 PSI 0 PSI 12.7 PSI 47.0 PSI 0.02 PSI 0.23 PSI 0 PSI 0 PSI 47 .3 PSI 60 PSI 12.7 PSI P.O.C. NUMBER: 10 Water Source Information: POC 'E' -POTABLE IRRIGATION SUB-METER FLOW AVAILABLE Water Meter Size: 1" Flow Available 20.14GPM PRESSURE AVAILABLE Static Pressure at POC: 75 PSI Elevation Change: 5 00 ft Service Line Size: 1" Length of Service Line: 20 ft Pressure Available: 71 PSI DESIGN ANALYSIS Maximum Multi-valve Flow: 20 GPM Flow Available at POC: 20.14 GPM Residual Flow Available: 0.14 GPM Critical Station: E3 Design Pressure : 30 PSI Friction Loss : 1.39 PSI Fittings Loss: 0.14 PSI Elevation Loss: 9.26 PSI Loss through Valve: 13PSI Pressure Req. at Critical Station : 53.8 PSI Loss for Fittings: 0.16 PSI Loss for Main Line: 1.55 PSI Loss for POC to Valve Elevation: -0.21 PSI Loss for Backflow: 12 PS I Loss for Master Va lve: 1.5 PSI Loss for Water Meter 2.2 PS I Critical Station Pressure at POC: 71.0 PSI Pressure Available: 71 PSI Residual Pressure Available: 0.01 PS I P O.C. NUMBER: 13 Water Source Information: POC . F' -POTABLE IRRIGATION SUB-METER FLOW AVAILABLE Water Meter Size: 1" Flow Available 17.96 GPM PRESSURE AVAILABLE Static Pressure at POC: 74 PS I Elevation Change : 5.00 ft Service Line Size: 1" Length of Service Line: 20 ft Pressure Available : 70 PSI DESIGN ANALYSIS Maximum Multi-valve Flow: 17 GPM Flow Available at POC: 17.96 GPM Residual Flow Avai lable: 0.96 GPM Critical Station : F9 Design Pressure: 30 PSI Friction Loss: 3.72 PSI Fittings Loss: 0.37 PSI Elevation Loss: 0PSI Loss through Valve: 11 PSI Pressure Req. at Critical Station: 45.1 PSI Loss for Fittings: 0.47 PS I Loss for Main Line : 4.68 PSI Loss for POC to Va lve Elevation: -0.56 PSI Loss for Backflow: 11.9 PSI Loss for Master Valve : 1.5 PSI Loss for Water Meter: 1.6 PSI Critical Station Pressure at POC: 64.7 PSI Pressure Available: 70 PSI Residual Pressure Available: 5.3 PSI "AS BUil T" TITLE DATE ~----------~ REVIEWED BY: APPROVED FOR IRRIGATION AND PLANTING ONLY , INCLUDING PRECISE INSPECTOR DATE LOCATION OF PLANTING AREA l---,c""AR-=-rs""B""'AD--M--UN--I"'c""1p,.,.AL-,---,W""A,-::T--,ER,,--,D,-,-IS""T==R-=-1c=T~ SHEET CITY OF CARLSBAD 59 32 -PLANNING DIVISION -SHEETS IRRIGATION CALCS Ll-11 f-0 w --, 0 a:: (l_ \.t,\IOSCAPt i & Underground Service Alert 2ND SUBMITTAL ~ stre.z,• 4,p_ "f/f /l !--------------------f----f--+-----------------1---~----1------+------I @ 8 Cal 1 I 1 SRDSUBMnTAC ~'<; ,._ )• "Ii ~ gm p MARJA ACRES ON-SITE RESIDENTIAL ' co ~ ~ -DEVELOPERS NAME, KB HOME COASTAL INC. FINAL SUBMITTAL "' • I ... '-'(~o , -~ ADDRESS, 9915 MIRA MESA BLVD SUITE 100 <.'Jw ~ ·--✓r , ·; .... SAN DIEGO CA 92131 2 DRAWN MG • 1,g "' * 3116 LI0NSHEAD AVENUE <( TWOWORKINGDAYSBEFOREYOUDIG ~• "~-A~"'~ejr-SlJITc 102 TELEPHONE: 858.877.4267 z APPROVED RS ae ,.:!!,,,.,..._-, CARLSBA D, C,A <::120 10 "CAlJTION":RememberthattheUSACenternotffies a..~ DATE DRIHN BY: MG PROJECT NO. DRAWING NO. W onty thoseutaitiesbelongingtothecenter.There JOB NO. rn-02s-oo c.t'\"'v>. gmpl-n'"__, ..... h.'om DATE PLAN PREPARED: -=05=/0=8=/2=3~------INITIAL DATE INITIAL DATE INITIAL LPC2021-0008 _JLL ._ _________________ ...J..:;:=:.::"::::"::::'":::::"::::"'.;::1itiss~,:;:=:.::'::::":.::":.::'-="'::;;_·_n,,_L _____________________ ___:~:'....----....!:.~~:.J.--_::Q:::;'F;::~:;:•~-\:::'.,:.·" __ _l__.'.,.'.'.;'.:-:'...:--:'.·'..:-:':.:.:_ __ _ji!:.:;::::::::::::::::::::::::::::::::::::::::::::::::::::::::=..-L==::..:::..:=L--.:.....R_:E:_V_:l:S_:IO_:N:._:D:.:E:.:S:.:C:.:R_:l_:P_:T_:IO:.:N.:._ ___ ~~~~~::..J__'.:'..'.::_.:'.'.'.~~J.'.:~~:_:'.:: __ _j __ __fl,1.§i!L __ .L_::::.::~_j centerwill informyQLJofwhomlheywill110lify. SCALE AS SHOWN "' T 858 558 B<=\11 BY: GMP ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL CHCKO BY: RS CT 16_07 529-9M t-----+---+-------------+---+---+------+-----1 APPROVED.,A.._ iJ/~ 1 PLANNING \I DATE WATERING SCHEDULE ~ 0 f--I CJ) ' _J <( f--z w 0 CJ) w Cl'. ro ~ ' ro ~ :::i <( f--z w 0 CJ) w Cl'. w f-- (/) z 0 o u ui 0 u 5: u Cl'. c!i z :':i -D NUMBER A-35 A-36 A-37 A-38 A-39 A-40 A-41 A-42 B35 B36 B37 B38 B-39 B-40 B43 B44 B45 B46 B47 B48 849 850 B51 852 853 854 855 856 857 858 B59 B60 B61 B62 B63 E1 E2 E3 E4 E5 E6 E7 EB E9 E10 E11 E12 E13 E14 E15 E16 E17 E18 E19 E20 E21 E22 E23 E24 E25 E26 E27 E28 E29 E30 E31 E32 E33 F1 F2 F3 F4 F5 F6 F7 FB F9 F10 F11 MODEL HUNTER ICZ-151-40 (RW DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) HUNTER ICZ-101-40 (RW DRIP CONTROL ZONE KIT) HUNTER ICZ-151-40 (RW DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) HUNTER ICZ-151-40 (RW DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) HUNTER ICZ-101-40 (RW DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) HUNTER ICZ-101-40 (RW DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) HUNTER ICZ-151-40 (RW DRIP CONTROL ZONE KIT) HUNTER ICZ-151-40 (RW DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) HUNTER ICZ-151-40 (RW DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) HUNTER ICZ-101-40 (RW DRIP CONTROL ZONE KIT) HUNTER ICZ-151-40 (RW DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) HUNTER ICZ-151-40 (RW DRIP CONTROL ZONE KIT) HUNTER ICZ-101-40 (RW DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) HUNTER ICZ-151-40 (RW DRIP CONTROL ZONE KIT) HUNTER ICZ-101-40 (RW DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) HUNTER ICZ-101-40 (RW DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) HUNTER ICV-G-FS-R-AS-ADJ (RCV-RW) HUNTER ICV-G-FS-AS-ADJ (RCV) HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-AS-ADJ (RCV) HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-AS-ADJ (RCV) HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-AS-ADJ (RCV) HUNTER ICV-G-FS-AS-ADJ (RCV) HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-AS-ADJ (RCV) HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-AS-ADJ (RCV) HUNTER ICV-G-FS-AS-ADJ (RCV) HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-AS-ADJ (RCV) HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-AS-ADJ (RCV) HUNTER ICV-G-FS-AS-ADJ (RCV) HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-AS-ADJ (RCV) HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-AS-ADJ (RCV) HUNTER ICV-G-FS-AS-ADJ (RCV) HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-AS-ADJ (RCV) HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-AS-ADJ (RCV) HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-AS-ADJ (RCV) HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) HUNTER ICZ-151 -40 (DRIP CONTROL ZONE KIT) HUNTER ICV-G-FS-AS-ADJ (RCV) HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) TYPE AREA FOR DRIPLINE BUBBLER SHRUB ROTARY AREA FOR DRIPLINE AREA FOR DRIPLINE BUBBLER BUBBLER AREA FOR DRIPLINE SHRUB ROTARY AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE AREA FOR DRIPLINE SHRUB ROTARY BUBBLER AREA FOR DRIPLI NE BUBBLER AREA FOR DRIPLINE AREA FOR DRIPLINE BUBBLER SHRUB ROTARY BUBBLER AREA FOR DRIPLINE AREA FOR DRIPLINE BUBBLER BUBBLER AREA FOR DRIPLINE AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE BUBBLER SHRUB ROTARY SHRUB ROTARY BUBBLER AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE AREA FOR DRIPLINE BUBBLER BUBBLER AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE BUBBLER BUBBLER AREA FOR DRIPLINE AREA FOR DRIPLINE SHRUB ROTARY BUBBLER AREA FOR DRIPLINE SHRUB ROTARY BUBBLER AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE AREA FOR DRIPLINE AREA FOR DRIPLINE AREA FOR DRIPLINE BUBBLER BUBBLER AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE AREA FOR DRIPLINE AREA FOR DRIPLINE BUBBLER AREA FOR DRIPLINE TOTALS: 91----------------~ ~ KEYMAP 'i' ::,,._ ro ~ ui f--u w 7 0 Cl'. (l_ ' ro ~ ' ;~ ~ ~~ lL N.T.S .• Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG "CAUTION": Remember that the USA Center notifies only those utililies belonging to the center. There could be other uMities present at the \\IOIX stte. The center will infonnyou of whom they will notify. PRECIP 0.72 in/h 1.7 inlh 0.58 inlh 0.73 inlh 0.72 inlh 1.7 inlh 1.7 inlh 0.72 in/h 0.54 inlh 0.72 inlh 1.7 inlh 0.72 inlh 1.7 inlh 0.72 inlh 0.72 inlh 0.49 inlh 1.7 inlh 0.72 inlh 1.7 inlh 0.73 inlh 0.72 inlh 1.7 inlh 1.07 in/h 1.7 inlh 0.72 inlh 0.72 inlh 1.7 inlh 1.7 in/h 0.72 inlh 0.72 inlh 1.7 inlh 0.72 inlh 1.7 inlh 0.49 inlh 0.52 in/h 1.7 inlh 0.72 inlh 1.7 inlh 0.72 inlh 0.73 inlh 1.7 inlh 0.72 in/h 1.7 inlh 0.72 inlh 0.72 in/h 1.7 inlh 1.7 inlh 0.72 inlh 1.7 inlh 0.73 inlh 1.7 inlh 1.7 inlh 0.72 inlh 0.73 inlh 0.98 inlh 1.7 inlh 0.73 in/h 0.84 in/h 1.7 inlh 0.73 inlh 1.7 inlh 0.73 inlh 0.73 inlh 0.72 mlh 0.72 inlh 1.7 in/h 1.7 inlh 0.72 inlh 1.7 inlh 0.73 in/h 0 72 inlh 1.7 inlh 0.73 inlh 1.7 inlh 0.74inlh 0.74 in/h 0.73 inlh 1.7 inlh 0.73 inlh SUN 14 min 6 min 17 min 14 min 14 min 6 min 6 min 14 min 18 min 14 min 6 min 14 min 6min 14 min 14 min 20 min 6 min 14 min 6min 14 min 14 min 6 min 10 min 6min 14 min 14 mi n 6min 6min 14 min 14 min 6min 14 min 6min 21 min 19 min 6min 14 min 6 min 14 min 14 min 6min 14 min 6min 14 min 14 min 6 min 6 min 14 min 6 min 14 min 6 min 6min 14 min 14 min 10 min 6 min 14 min 12 min 6 min 14 min 6 min 14 min 14 min 14 min 14 min 6 min 6 min 14 min 6 min 14 min 14 min 6 min 14 min 6 mm 14 min 14 min 14 min 6 min 14 min 873 MON TUE 14 min 6 min 17 min 14 min 14 min 6 min 6 min 14 min 18 min 14 min 6min 14 min 6min 14 min 14 min 20 min 6 min 14 min 6 min 14 min 14 min 6 min 10 min 6 min 14 min 14 min 6 min 6 min 14 min 14 min 6min 14 min 6 min 21 min 19 min 6min 14 min 6min 14 min 14 min 6 min 14 min 6 min 14 min 14 min 6 min 6 min 14 min 6 min 14 min 6 min 6min 14 min 14 min 10 min 6min 14 min 12 min 6min 14 min 6min 14 min 14 min 14 min 14 min 6min 6min 14 min 6min 14 min 14 min 6min 14 min 6min 14 min 14 min 14 min 6 min 14 min 873 WED THU 14 min 6 min 17 min 14 min 14 min 6 min 6 min 14 min 18 min 14 min 6min 14 min 6 min 14 min 14 min 20 min 6 min 14 min 6min 14 min 14 min 6min 10 min 6min 14 min 14 min 6min 6min 14 min 14 min 6 min 14 min 6 min 21 min 19 min 6min 14 min 6min 14 min 14 min 6min 14 min 6 min 14 min 14 min 6 min 6 min 14 min 6 min 14 min 6min 6 min 14 min 14 min 10 min 6 min 14 min 12 min 6 min 14 min 6 min 14 min 14 min 14 min 14 min 6 min 6 min 14 min 6 min 14 min 14 min 6 min 14 min 6 min 14 min 14 min 14 min 6 min 14 min 873 FRI SAT 14 min 6 min 17 min 14 min 14 min 6 min 6 min 14 min 18 min 14 min 6 min 14 min 6min 14 min 14 min 20min 6min 14 min 6min 14 min 14 min 6min 10 min 6 min 14 min 14 min 6 min 6 min 14 min 14 min 6 min 14 min 6 min 21 min 19 min 6min 14 min 6min 14 min 14 min 6min 14 min 6 min 14 min 14 min 6 min 6 min 14 min 6 min 14 min 6 min 6 min 14 min 14 min 10 min 6 min 14 min 12 min 6 min 14 min 6min 14 min 14 min 14 min 14 min 6 min 6 min 14 min 6 min 14 min 14 min 6 min 14 min 6 min 14 min 14 min 14 min 6min 14 min 873 1ST SUBMITTAL 2ND SUBMITTAL 3RD SUBMITTAL FINAL SUBMITTAL DRAWN APPROVED JOB NO SCALE IN.IWEEK 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 02-25-2021 MG RS 18-028-00 AS SHOWN MIN.IWEEK 55 23 68 54 54 23 23 54 72 55 23 55 23 55 55 80 23 55 23 54 54 23 37 23 55 55 23 23 55 55 23 54 23 81 76 23 55 23 54 54 23 55 23 55 54 23 23 55 23 54 23 23 55 54 40 23 54 47 23 54 23 54 54 54 55 23 23 55 23 54 54 23 54 23 53 53 54 23 54 3,389 GAL.IWEEK 873.4 149.5 417.6 468.7 1,360 184 276 1,637 728.4 265.1 276 720.5 126.5 1,315 823.9 421.0 161 808.5 276 509.2 736.6 103.5 257.8 276 1,049 787.6 92 126.5 1,035 844.8 138 308.3 69 669.5 2,171 138 555.0 138 731.7 875.3 57 .5 707.3 195.5 794.2 554.6 149.5 149.5 727.9 149.5 830.5 184 195.5 743.1 888.8 176 138 1,032 158.9 80.5 997.9 184 749.5 433.5 321.8 848.7 149.5 172.5 568.7 80.5 955.8 610.7 230 679.3 218.5 619.6 120.8 736.0 149.5 587.0 40,227 GAL.IDAY 218.4 37.4 104.4 117.2 340.1 46 69 409.3 182.1 66.3 69 180.1 31.6 328.8 206.0 105.3 40.3 202 1 69 127.3 184.1 25.9 64.5 69 262.4 196.9 23 31.6 258.6 211.2 34.5 77.1 17.3 167.4 542.6 34.5 138.7 34.5 182.9 218.8 14.4 176.8 48.9 198.6 138.6 37.4 37.4 182.0 37.4 207.6 46 48.9 185.8 222.2 44 34.5 258.0 39.7 20.1 249.5 46 187.4 108.4 80.5 212.2 37.4 43.1 142.2 20.1 239.0 152.7 57.5 169.8 54.6 154.9 30.2 184.0 37.4 146.7 10,057 RUNTIME SCHEDULE POC E TIME CONTROLLER 00:00 C-E 00:00 C-E 00:14 C-E 00:14 C-E 00:14 C-E 00:14 C-E 00:20 C-E 00:20 C-E 00:26 C-E 00:26 C-E 00:28 C-E 00:28 C-E 00:28 C-E 00:32 C-E 00:32 C-E 00:34 C-E 00:34 C-E 00:38 C-E 00:38 C-E 00:42 C-E 00:42 C-E 00:44 C-E 00:44 C-E 00:46 C-E 00:46 C-E 00:50 C-E 00:52 C-E 00:52 C-E 00:56 C-E 00:56 C-E 00:58 C-E 00:58 C-E 01 :04 C-E 01 :1 0 C-E 01:10 C-E 01 :24 C-E 01 :24 C-E 01:38 C-E 01 :38 C-E 01 :52 C-E 01 :52 C-E 02:06 C-E 02:06 C-E 02:20 C-E NUMBER E9 E29 E9 E29 E13 E31 E31 E11 E11 E14 E13 E2 E24 E14 E12 E24 E23 E12 E3 E2 E10 E3 E6 E23 E32 E6 E32 EB E10 E28 EB E26 E26 E28 E15 E15 E30 E30 E27 E27 E4 E4 E7 E7 ACTION ON ON OFF OFF ON ON OFF ON OFF ON OFF ON ON OFF ON OFF ON OFF ON OFF ON OFF ON OFF ON OFF OFF ON OFF ON OFF ON OFF OFF ON OFF ON OFF ON OFF ON OFF ON OFF RUNTIME SCHEDULE POC P-F TIME CONTROLLER NUMBER ACTION 00:00 C-F 00:00 C-F 00:14 C-F 00:14 C-F 00:14 C-F 00:14 C-F 00:20 C-F 00:20 C-F 00:26 C-F 00:28 C-F 00:28 C-F 00:42 C-F 00:42 C-F 00:56 C-F 00:56 C-F 01 :10 C-F 01 :10 C-F 01 :10 C-F 01 :16 C-F 01 :24 C-F 01 :24 C-F 01 :30 C-F F2 FB F2 FB F9 F10 F10 F1 F1 F9 F5 F5 F7 F7 F3 F3 F11 F6 F6 F11 F4 F4 ON ON OFF OFF ON ON OFF ON OFF OFF ON OFF ON OFF ON OFF ON ON OFF OFF ON OFF RUNTIME SCHEDULE POCA-A TIME CONTROLLER 00:00 C-A 00:00 C-A 00:06 C-A 00:14 C-A NUMBER A-35 A-36 A-36 A-35 RUNTIME SCHEDULE B-A ACTION ON ON OFF OFF TIME CONTROLLER NUMBER ACTION 00:00 C-B 00:00 C-B 00:00 C-B 00:06 C-B 00:14 C-8 00:21 C-8 B43 845 B44 B45 843 844 RUNTIME SCHEDULE B-D ON ON ON OFF OFF OFF TIME CONTROLLER NUMBER ACTION 00:00 C-B 00:14 C-8 848 B48 ON OFF RUNTIME SCHEDULE POC B-G TIME CONTROLLER NUMBER ACTION 00:00 C-B 00 00 C-8 00 06 C-B 00:14 C-B 858 859 859 858 ON ON OFF OFF RUNTIME SCHEDULE POC A-B TIME CONTROLLER 00 00 C-A 00:00 C-A 00:06 C-A 00:14 C-A NUMBER A-42 A-41 A-41 A-42 RUNTIME SCHEDULE B-B ACTION ON ON OFF OFF TIME CONTROLLER NUMBER ACTION 00:00 C-8 00:00 C-8 00:00 C-8 00:00 C-B 00:06 C-B 00 06 C-B 00:12 C-B 00:12 C-B 00:14 C-B 00:14 C-B 00:19 C-8 00:26 C-8 B-40 838 837 835 837 8-39 8-39 836 8-40 838 835 B36 ON ON ON ON OFF ON OFF ON OFF OFF OFF OFF RUNTIME SCHEDULE POC B-E TIME CONTROLLER NUMBER ACTION 00:00 C-8 00:00 C-8 00:00 C-B 00:06 C-8 00:10 C-8 0014 C-8 B49 851 850 850 851 849 ON ON ON OFF OFF OFF RUNTIME SCHEDULE POC B-H TIME CONTROLLER NUMBER ACTION 00:00 C-B 00:00 C-B 00:06 C-8 00:14 C-8 857 B56 856 B57 ON ON OFF OFF RUNTIME SCHEDULE POC A-C TIME CONTROLLER 00:00 C-A 00 00 C-A 00:00 C-A 00:00 C-A 00:06 C-A 00:14 C-A 00:14 C-A 00:18 C-A NUMBER A-39 A-38 A-40 A-37 A-40 A-39 A-38 A-37 RUNTIME SCHEDULE B-C ACTION ON ON ON ON OFF OFF OFF OFF TIME CONTROLLER NUMBER ACTION 00:00 C-8 00 00 C-8 00:06 C-8 00:14 C-8 846 847 B47 846 ON ON OFF OFF RUNTIME SCHEDULE POC B-F TIME CONTROLLER NUMBER ACTION 00:00 C-8 00:00 C-8 00:00 C-8 00:00 C-B 00:06 C-8 0006 C-B 00:14 C-8 00:14 C-B 853 B54 852 B55 852 B55 853 B54 RUNTIME SCHEDULE B-1 ON ON ON ON OFF OFF OFF OFF TIME CONTROLLER NUMBER ACTION 00:00 C-8 00 00 C-8 00:00 C-B 00:00 C-8 00:06 C-8 00:14 C-B 00:20 C-8 00:21 C-8 TITLE B63 862 B60 B61 861 860 B63 B62 "AS BUil T" ON ON ON ON OFF OFF OFF OFF DATE ------------1 REVIEWED BY APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA SHEET 33 INSPECTOR DATE CARIBBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD 59 -PLANNING DIVISION -SHEETS IRRIGATION CALCS Ll-12 \.t-llOSCApF ~~ L-------------+----1----1--------------f----+--+----l----l ~ st re.z,• 4,9. ..._,, MARJA ACRES ON-SITE RESIDENTIAL ~ )• '16':s. gmp ~ " • _. DEVELOPERS NAME: KB HOME COASTAL INC. !!/ /7~~ ii ADDRESS: 9915MIRAMESABLVD. SUITE100 -' Ii:/~ -_, 1---------1 SAN DIEGO CA 92131 1----l-----+------------1---1----ll-----l---l _AP-PR_o_vE~D.,::~~~_!,tVy_~g-~)=--- , V PLANNING • I" ...... :~~• jj* 3116 LION5HEAD AVENUE ",!;,~~ SUITE 102 TELEPHONE: 858.877.4267 -ua-;_, ./. ~~ CARLSBAD, CA C!20IO '\~"' DATE PLAN PREPARED: -0e,5"-'/0cs;8/c.=2,e_3 _____ _ L-----------------1-D-ATE-+-=INl=TIA~L-+---------------+D~A=TE,--I-IN~ITI~A-L +,D,-A"'TE,--+-,,1N""m,-,-AL--lDRWN BY: MG PROJECT NO. LPC2021-0008 CT 16-07 O'F \~" gmpk:mdarc.hcom -C'-\. T ese sse es11 BY: GMP ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY: RS 5:/,s/i~ DATE DRAWING NO. 529-9M CJ s 0 o._ ::, (J) ' ...J <( f--z w 0 (J) w Q'. "' N 0 ' "' --...J <( f--z w 0 (J) w Q'. w f-- (J) z 0 ' 0 0 -[/) 0 0 -I 0 Q'. <( 0 z <( ...J -0 0 ' "' KEYMAP N 0 ' "' --(J) f--0 w -, 0 Q'. o._ ' "' --CJ w ::'! <( z w ...J IL NOTE INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4' FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. DO NOT USE SIDE INLET ON HEADS WITH INTEGRAL CHECK VALVE. ALL TH READED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. SHRUB RISER CAN BE USED ON HEADS 10' AWAY FROM ANY HARDSCAPE. POP-UP SPRAY OR ROTOR HEAD ON SWING JOINT SCALE: 1"=1" AR Fl-------""~--.f ' 10 DRIP LAYOUT -END FEED SCALE: 1"=1" D TREE RING DRIP LAYOUT SCALE: 1' = 1' Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG "CAUTION": Remember that the USA Gerner llOlifies only those utilities belonging lo the mnter. There could be other utilities present at the work site. The center will infonn you of whom they will nolify. ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL. HARDSCAPE ELEMENT. BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. P-18028001-IRR-32 1 DRIP VALVE ASSEMBLY (SEE LEGEND) 2 HUNTER ECO INDICATOR 3 PVC SUPPLY HEADER 4 DRIP TUBING START CONNECTION 5 DRIP TUBING. PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS 0AIR RELIEF VALVE, PER LEGEND, INSTALL AT HIGHEST POINT ON ZONE 0 AREA PERIMETER 0 PERIMETER LATERALS 2" TO 4" FROM EDGE 0Pvc EXHAUST HEADER ©FLUSH VALVE, PER LEGEND, PLUM B TO EXHAUST HEADER NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE P-18028001-IRR-20 2 BLANK TUBING , LENGTH AS REQUIRED 3 PVC HEADER, PER PLAN 4 MANUAL ISOLATION BALL VALVE PER LEGEND ©LANDSCAPE DRIPLINE, LENGTH AND TYPE PER LEGEND TREE ROOTBALL EMISSION POINT (TYP) ESTIMATED DRIPLINE OF MATURE TREE ©AIR RELIEF VALVE, PER LEGEND. INSTALL AT HIGHEST POINT 0coUPLING. (1 OF 2) 0MANUAL LINE FLUSHI NG VALVE WI GRAVEL P-18028001-IRR-19 1ST SUBMITTAL 2ND SUBMITTAL 3RD SUBMITTAL FINAL SUBMITTAL DRAWN APPROVED JOB NO SCALE 1 FINISHED GRADE IN TURF AREAS 2 GRATED CAP 3 FINISHED GRADE IN SHRUB AREAS 4 HUNTER 0.25 or 0.50 GPM PCB BUBBLER 4 ©HUNTER HGV CHECK VALVE ~~:;:J,JJ;:;:;,L-----{ 5 >R ~~:;:~~:STRATA ROOT SYSTEM ©HUNTER SWING JOINT MODEL #SJ-5XX-X 9 LATERAL PIPE PVC SCH 40 TEE OR EL 11 ROOT INTRUSION BARRIER 12 HUNTER FILTER FABRIC SLEEVE #RZWS SLEEVE TODRIP ~-=---rnr-t- SYSTEM ~--L-0<- T ffi -Ill 111 11i' 11 111 ©FINI SHED GRADE IN TURF AREAS ©PRESSURE REGULATOR, SEE LEGEND FOR SPECS. ©BASKET STRAINER, SEE LEGEND FOR SPECS. 0PLASTIC RECTANGULAR 'JUMBO' VALVE BOX(S) WITH BOLT DOWN COVER, USt STAINLESS BOLT, NUT, AND WASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION# ONTO LID. ©REMOTE CONTROL VALVE. SEE LEGEND FOR SPECS. 0 24" WIRE LOOP WITH ORI-SPLICE CONNECTORS (1 OF 2) 7 VALVE ID TAG 8 FINISHED GRADE IN SHRUB AREAS 9 SCH. 80 PVC TxT ELL SCH 80 PVC NIPPLES LENGTH AS REQ , (1 OF 2) 0)(4) BRICK SUPPORTS @IRRIGATION MAINLINE OR MANIFOLD SUPPLY NOTE 0) ¾" ROCK, 2 CUBIC FEET 0LANDSCAPE FABRIC INSTALL SPRINKLER HEADS 12 INCHES FROM FENCES WALLS OR BUILDINGS. DO NOT INSTALL FIXED RISER HEADS WITH IN 10 FEET OF PAVING, CURBS OR TURF EDGES. INSTALL FIXED RISER HEADS PLUMB . ADJUST SPRAY TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVIN G, FENCES, WALLS OR BUILDINGS. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. NOTES INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH -ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. B SHRUB SPRAY ON RISER SCALE: 1" = 1' P-16028001-IRR-35 C TREE ROOT ZONE WATERING SYSTEM SCALE: 1"=1" P-18028001-IRR-33 D DRIP VALVE ASSEMBLY WITH BASKET STRAINER SCALE: 1' = 1" P-18028001 -IRR-29 F J IL..-1---0 F 1 DRIP VALVE ASSEMBLY (SEE LEGEND) 2 DRIP TUBING START CONNECTION 3 PVC SUPPLY HEADER 4 HUNTER ECO INDICATOR 5 DRIP TUBING, PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS ©AIR RELIEF VALVE , PER LEGEND, INSTALL AT HIGHEST POINT ON ZONE 0AREA PERIMETER ©PERIMETER LATERALS 2" TO 4" FROM EDGE 0FLUSH VALVE, PER LEGEND, PLUMB TO EXHAUST HEADER NOTE: ALL THREADED CONNECT IONS TO HAVE TEFLON TAPE OR PASTE. ARi)j--Jt--Jt--#---fl---JH------f --= I F)---=-------( 9 1 DRIP VALVE ASSEMBLY (SEE LEGEND) 2 DRIP TUBING START CONNECTION 3 PVC SUPPLY HEADER 4 HUNTER ECO INDICATOR 5 DRIP TUBING, PER LEGEND , NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS 0AIR RELIEF VALVE, PER LEGEND, INSTALL AT HIGHEST POINT ON ZONE 0AREA PERIMETER ©PERIMETER LATERALS 2" TO 4' FROM EDGE ©FLUSH VALVE, PER LEGEND, PLUMB TO EXHAUST HEADER 0PVC EXHAUST HEADER NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE 4 1 DRIP VALVE ASSEMBLY (SEE LEGEND) 2 DRIP TUBING START CONNECTION 3 PVC SUPPLY HEADER 4 HUNTER ECO INDICATOR 5 DRIP TUBING. PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS ©AIR RELIEF VALVE, PER LEGEN D, INSTALL AT HIGHEST POINT ON ZONE 0 AREA PERIMETER ©PERIMETER LATERALS 2" TO 4" FROM EDGE ©FLUSH VALVE, PER LEGEND, PLUMB TO EXHAUST HEADER 0Pvc EXHAUST HEADER 0)BLANK TUBING HEADER CENTERED ON MOUND OR BERM NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. DRIP LAYOUT -MULTIPLE BEDS G DRIP LAYOUT -CENTER FEED DRIP LAYOUT -ODD CURVES SCALE: 1" = 1' P-16028001-IRR-02 0HUNTER PLD-BV ©HUNTER PLO BLANK TUBING 24" LENGTH 0 □RIP LINE PER PLAN 06" DIA ROUND VALVE BOX (INSTALL PER SPECS), HEAT BRAND 'FV' ON LID BRICK SUPPORTS (THREE) ½" CRUSHED GRAVEL SUMP (MIN IMUM 6" DEPTH) NOTE ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. SCALE: 1" = 1" SCALE: 1" = 1" P-18028001-IRR-27 "AS BUil T" TITLE DATE REVIEWED BY APPROVED FOR IRRIGATION DATE FLUSH VALVE -HUNTER PLO AND PLANTING ONLY, INCLUDING PRECISE INSPECTOR LOCA Tl ON OF PLANT I NG AREA 1----,C,...,AR-=-clS""B"""A""'D-M""U:::N:-::lc:::C=!PccAL-:--:W::cAc::T=ER:::--:D:-:-IS==T:::R:-::IC::::T:-i SCALE: 1' = 1" 02-25-2021 MG es AS SHOWN P-18028001-IRR-26 SHEET CITY OF CARLSBAD 59 34 PLANNING DIVISION SHEETS IRRIGATION DETAILS Ll-13 t ~t-----------t------t--t------------t----t-----t-------t--------1 MARJA ACRES ON-SITE RESIDENTIAL gmp DEVELOPERS NAME, KB HOME COASTAL INC. ADDRESS, 9915 MIRA M ESA BLVD. SUITE 100 l----+----1--------------------+----+---+---+---l APPROVED SAN DIEGO CA 92131 ___ ---=c-:::JL:.~~!_jj_:__l:;; qf IS /z:; 3116 LIONSHEAD AVENUE PLANNING DA TE SUITE 102 L--------~TE:':LE='.P'.:H~O~NE:'~85~8~.8~7~7~.4~2~6~7=--l===::=t:::==l=================t~::t===t==::::t===toiii;;;~~~--i-PFWJITUill--l[JRl~icN(rl CARLSBAD, CA 02010 DR\IN BY: MG PROJECT NO. DRAWING NO. DATE PLAN PREPARED, ~0=5/=0=8/=2=3_______ DATE INITIAL DATE INITIAL DATE INITIAL LPC2021-0008 gmplondocch.com REVISION DESCRIPTION CHCKD BY·. RS 529-9M T 858 558 8'4T7 BY: GMP ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL CT 16-07 ~ 0 CL ::::, CJ) ' DRI P AI R RE LIEF VALVE S E C T ION PLAN NOTES: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. -QUICK COUPLER VALVE KEY MUST SWIVEL FREELY WHEN INSERTED. RE CYC LE D QUICK COU PLER VALVE SCALE: 1'=1 ' NOTE: NOTE LOCATE AIR RELIEF VALVE(S) AT HIGHEST POINT(S) OF ZONE. MULTIPLE AI R RELIEF VALVES MAY BE NECESSARY. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE P-18028001-IRR-28 L DRIPLINE PROFILE SCALE: 1"=1 " >R~~: OF MULCH ©PRESSURE-COMPENSATING IN-LINE EMITTER TUBI NG PER LEGEND 0 TIE DOWN ST AKE ©FINISHED GRADE P-18028001-IRR-25 s===-.~--------::-liEiliJITffi 0FINISHED GRADE IN TURF AREAS 0FINISHED GRADE IN TURF AREAS ©PURPLE PLASTIC ROUND VALVE BOX ©PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE WITH BOLT DOWN COVER, USE STAIN LESS BOLT NUT AND WASHER STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "QCV" ONTO LID. BOX TO BE PLACED AT RIGHT ANGLE 0 TO HARDSCAPE EDGE. HEAT BRAND 3 ACME THREAD QUICK COUPLER "BV" ONTO LID. VALVE SEE LEGEND FOR SPEC. ,,_, 0 " '111" '111=_' 3 DUAL UNION CONNECTIONS AS PART 4 FINISHED GRADE IN SHRUB AREAS OF BALL VALVE, THREADED IF ·111-111-1 2 SPECIFIED IN LEGEND 5 BRASS NIPPLE, THREADED IN PLACE • 111 11 1-. " -I 111 a, -.-111 • 4 FINISHED GRADE IN SHRUB AREAS 6 (4) BRICK SUPPORTS 111 11 1 • == == _ I I I.·· 5 MAINLINE, DEPTH PER SPECS. 7 LASCO SCH, 40 TRIPLE SWING JOINT ffi TT ASSEMBLY WITH MALE BRASS 6 (4) BRICK SUPPORTS STABILIZER ELBOW 7 ¾' ROCK, 2 CUBIC FT 8 MAINLI NE, SEE SPECS. 8 LANDSCAPE FABRIC 9 #4 x 36" REBAR STAKES, (1 of 2) 9 PVC SCH 80 FEMALE ADAPTER LANDSCAPE FABRIC 11 ¾" ROCK, 1 CUBIC FT HARDSCAPE EDGE INSTALL MAINLINE 18" OFF OF HARDSCAPE EDGE SCH.80 TEE, MAINLINE x 1 ½" SxSxS 15 BALL TYPE ISOLATION VALVE 16 SCH. 80 PVC UNION 17 PURPLE WARNING RW TAG P-18028001-IRR-39 NOTES BOX TO BE INSTALLED TO ALLOW FOR PROPER OPERATION OF BALL VALVE HANDLE. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE. PVC SCH 80 THREADED NIPPLE INST ALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VAL VE INSTALLATION AT MAINLINE DEPTH. ALL THREADED CONNECTIONS SHALL HAVE TEFLON TAPE OR PASTE. p BALL VALVE -TRUE UNION SCALE: 1' = 1' P-18028001-IRR-07 :e==J,--------=--5EIAiIIEiGENi:L==:j 0FINISHED GRADE IN TURF AREAS ©PLASTIC RECTANGULAR VALVE BOX WITH SOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE HEAT BRAND "MV" ONTO LID. ©MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. 4 24" WIRE LOOP 5 FIN ISHED GRADE IN SHRUB AREAS 6 BRASS CLOSE NIPPLE (3 REQ'D). 7 PVC SCH 80 FEMALE ADAPTER (2 REQ'D) 0Pvc MAINLI NE TO FLOW SENSOR, PIPE PER SPECS, 9 BRASS UNION (4) BRICK SUPPORTS 11 LANDSCAPE FABR IC ¾" ROCK, 2 CUBIC FT. PVC MAINLINE PIPE FROM BACKFLOW PER SPECS. FLOW - NOTES: 1 PVC MAINLINE FROM MASTER VALVE 2 FINISHED GRADE IN TURF AREAS 3 24" WIRE LOOP 4 PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAI NLESS BOLT, NUT, AND WASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. ©FLOW SENSOR, SEE LEGEND FOR SPECIFICATION 6 FINISHED GRADE IN SHRUB AREAS 7 PVC MAINLINE TO RCV'S 8 (4) BRICK SUPPORTS 9 ¾" ROCK, 2 CUBIC FEET LANDSCAPE FABRIC 11 1" ELECTRICAL CONDUIT TO CONTROLLER USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM SUPPLY SIDE OF THE MASTER VALVE ASSEMBLY. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. NO FITTINGS 10x PIPE 0.D. UPSTREAM OF SENSOR, NO FITTINGS 5x PIPE O.D. DOWNSTREAM OF SENSOR INSTALL FLOW SENSOR PER THE MANUFACTURER'S RECOMMENDATIONS, ROUTE WIRES THROUGH CONDUIT TO IRRIGATION CONTROLLER USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWNSTREAM SIDE OF THE FLOW SENSOR R MASTE R VAL VE SCALE: 1"=1' P-18028001-IRR-06 FLOW SENSOR SCALE: 1"" 1" P-18028001-IRR-08 FINISHED GRADE IN TURF AREAS LATERAL PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE =1 I ~111' STAINLESS BOLT, NUT, AND WASHER ffi;;,i I [=I 2 0 FINISHED GRADE IN TURF AREAS ©PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER HEAT BRAND 'QCV" ONTO LID, BOXTOBE PLACEDATRI GHTANGLE 3i=IIF ~ TO HARDSCAPE EDGE. HEAT BRAND 111"'1 I I 0ou1CK COUPLER VALVE SEE LEGEND FOR SPEC. ''RCV" AND CONTROL STATION # ONTO ==il i=II 0 NOTES· LID. 4 FINISHED GRADE IN SH RUB AREAS 5 24" WIRE LOOP 6 VALVE ID TAG 7 SCH. 80 PVC THREADED ELL OR TEE 8 CONTROL VALVE, SEE LEGEND FOR SPECS 0 scH 80 PVC NIPPLES (TYP)., LENGTH AS REQUI RED 0 (4) BRIC K SUPPORTS 01RRIGATION MAI NLINE OR MANIFOLD SUB-MAIN ¾" ROCK GRAVEL, 2 CUBIC FEET LANDSCAPE FABRIC SCH. 80 UNION SCH. 80 FEMALE ADAPTER ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. -IF MAINLINE OR MANIFOLD SUB"MAIN IS AT VALVE DEPTH, TEE INTO VALVE WITH SCH.80 NIPPLE, LENGTH AS REQUIRED. REMO TE CONTROL VALVE M SCALE: 1"=1" 3 f_ '6' =r 3 = A 2" MAX II ,"'.), II ' SEE NOTES "'@ 1 & 2 12'" MIN. 36" MAX. P-18028001-IRR-22 5 1 ©--36" MAX. r--© \ ••• • •• .... I r; ~fC-7 :1 Ml,T~ 1l • . .; . ~~. . I= . . I I "'-" • , • u H--~-u ci •. A' .. I I 2 7 3 SEE NOTE 5 II I I (J) (TYP) // // r;:::::::::: = ;:. / P U B LI C PRIVATE CUSTOMER R E SPONSIBILITY MATERIALS AND INSTALLATION SHALL CONFORM TO THE CALIFORNIA PLUMBING COD[ NOTES: 1. DO NOT INSTALL PLASTIC PIPE, OR PLASTIC FITTlNGS BETWEEN THE METER AND BACKFLOW ASSEMBLY. 2, ~EN SERVICE MUST EXTEND UNDER SIDEWALK, INSTALL A SCHEDULE 80 PVC SLEEl/t AROUND THE SERVICE TUBING BETWEEN THE METER BOX ANO THE RP DEVICE. 3 CONSTRUCT 2' HIGH RETAINING WALL ON 3 SIDES OF BACKFLOW PREVENTER Y.1-IEN INSTALLED ON 4: 1 OR GREATER SLOPE. OPEN END SHALL BE AT DOWNHILL SIDE OF SLOPE. PROVIDE 2' HORIZONTAL CLEARANCE BEMEN WALL ANO BACKFLOW PREVENlER, 4, DO NOT INSTALL IN AREA SUBJECT TO FLOODING. 5, \\RAP COPPER OR BRASS TUBING WITH 10 Mil U1lLITY TAPE 'M-IEN ENCASEO IN CONCRETE. ITEM DESCRIPTION SPEC!DWG 1 METER AND BALL VALVE (BY DISTRICT\ 2 THREADED BRASS OR SCH. 80 PVC PIPE 15057 3 BRASS 90' ELBOW (TH READED\ 15057 4 TH READED BRASS PIPE 15057 5 BRASS UNION 15057 6 USC APPROVED RED UCED PRESSURE ASSEMBLY fLEAD FREE RP DEVJCEl 15112 7 FOUNDATION ANCHOR BLOCK 03000 REV. I APPROVED DATE CARLSBAD MUNICI PAL WATER DI STRICT [) ,,J) !? 'I/ 1/25/22 2" 8. SM AL LER REDUC ED PRESSURE DISTRICT ENGINEER DAIT I Q I RCE 55974 BA CKF LOW IN ST ALLA TION W-6 ~'-.;:,;, STANDARD DWG. NO. REVISIO N D ESCRIPTION 4 FINISHED GRADE IN SHRUB AREAS 5 BRASS NIPPLE, THREADED IN PLACE 6 (4) BRICK SUPPORTS .._., ,, LASCO SCH. 40 TRIPLE SWING JOINT ASSEMBLY WITH MALE BRASS STABILIZER ELBOW 8 MAINLINE, SEE SPECS. 9 #4 x 36" REBAR ST AKES, (1 of 2) LANDSCAPE FABRIC 11 ¾" ROCK, 1 CUBIC FT. SEC TION HARDSCAPE EDGE PLAN INSTALL MAINLINE 18" OFF OF HARDSCAPE EDGE SCH.BO TEE, MAINLINE x 1 ½" SxSxS BALL TYPE ISOLATI ON VALVE SCH. 80 PVC UNION NOTES ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. -QUICK COUPLER VALVE KEY MUST SWIVEL FREELY WH EN INSERTED INTO LUG TRACK. NO. 1 2 3 4 5 QUICK COUPLER VALV E SCALE: 1' = 1' FROM PRESSURE REGULATOR METER NOTES: 7 STRAINER i..-----(s 2 8 9 PLAN VI EW NOT TO SCALE 9 3" MIN, SECTION VIEW NOT TO SCALE PRESSURE REGULATOR TEST STATION POC SEQUENCE 6 MASTER VALVf_ P-18028001-IRR-30 TO MASTER VALVf_ FLOW SENSOR TO MASTER VALVE 1. INSTALL ONE TEST STATION LOCATED DiRECllY DOWNSTREAM OF IRRIGATION PRESSURE REGULATING VALVf_, 2. HEAT BRAND "TS" ON PURPLE COLORED PLASTIC TEST STATION LIDS, EXHIBIT SIZE AND DESCRIPTION NO .. SIZE AND DESCRIPTION 3 / 4" SCH BO PVC ELL 6 VALVE BOX 111TH PURPLE COLORED LIO 3/4" SCH 80 PVC CLOSE NIPPLE 7 LINE SIZED BRASS BALL VALVE 3/4" BRASS LOCKABLE BALL VALVE 8 LINE SIZE BY 3/4" SCH 80 PVC TEE 111TH 1/4" FEMALE THREAD FIP X METER S\\1VEL 9 PURPLE PVC CL 315 SCH 40 MAINUNE · 3/4" X 1/4" BRASS THREADED 10 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL BUSHING WITH 1/4" CAPPED OUTLET 11 BRICK OR CONCRETE SUPPORTS (END TO END 3 / 4" SCH 80 PVC CLOSE NIPPLE UNDER PERIMETER OF VALVE BOX BOTTOM) ' RECYCLED WATER IRRRIGAT ION CROSS CONNECTION TEST STATI ON "AS BUil T" TITLE DATE DATE APPROVE D FOR IRRIGATION A N D P LANTING O NLY, INCLUDING PRE CISE LOCATION OF PLA NT ING AREA. SHEET 35 APPROVED PLANNING REVIEWED BY• INSPECTOR DATE CARL'3BAD MUNICIPAL WATER DISTRICT CIT Y OF CARLSBAD 59 -PLANNING DIVISION SHEETS IRRIGATION DETAILS Ll-14 MARJA ACRES ON-S ITE R ESI D ENTIAL ,;;/Js[z; DATE DRl'IN BY: MG PROJECT NO, DRAVv1NG NO_ INITIAL DATE INITIAL LPC2021-0008 OTHER APPROVAL CITY APPROVAL CHCKD BY: RS 529-9M CT 16-07 ~ (l_ ::, (/) ' ..J <( >-z UJ 0 (/) UJ 0:: ro N 0 ' ro ~ -..J <( >-z UJ 0 (/) UJ 0:: UJ >- (/) z 0 ' 0 Si (/) 0 Si I 0 0:: c3 ~ 9t--------------------~ ro KEYMAP 21 d:, ~ -(/) >-0 UJ , 0 o:'. (l_ ' ro ~ - NOTES: USE 45 DEGREE ELLS TO ACH IEVE MAINLINE DEPTH FROM DISCHARGE SIDE OF ASSEMBLY. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PAS TE FOLLOW ALL MANUFACTURER DIRECTIONS AND RECOMMENDATIONS. USE ONLY APPROVED FERTIGATION FORMULAS. DO NOT USE ANY PESTICIDES, HERBICIDES OR FUNGICIDES IN UNIT. USE VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER DEPTH. IF FERTILIZER INJECTOR IS INSTALLED ON A RECYCLED WATER SYSTEM, A BAC KFLOW DEVICE SHALL BE REQU IRED ON THIS SYSTEM. UNIT SHALL BE LABELED WITH A RECYCLED WATER TAG EZ-FLO FERTILIZ ER INJ ECTOR SCALE: 1"=1" NOTES: SURGE PROTECTION SHOULD BE INSTALLED EVERY 1000' ON TWO-WIRE PATH. SURGE PROTECTION TO BE INSTALLED AT END OF WIRE RUN THAT TERMINATES IN THE FIELD {STAR CONFIGURATION). INSTALL PER ASIC GUIDELINES y DECOD ER -GROU NDI NG ROD SCALE: 1"=1' RCV AT TOP OF SLOPE RCV AT TOE OF SLOPE NOTES: FIN ISHED GRADE IN TURF AREAS EZ-FLO SHUT OFF VALVES PROPORTION ING CAP WITH FEED ADJUSTMENT KNOB AIR VENT VALVE VALVE BOX WITH LOCKING LID 36"Lx24"Wx24"H ©FINISHED GRADE IN SHRUB AREAS 0 wATER IN -CONNECT BLACK TUBE TO BLUE CONNECTIONS ON PROPORTIONING CAP AND COUPLING 8 PRESSURE RELIEF VALVE 9 MAIN LI NE FROM BACKFLOW (4) BRICK SUPPORTS 11 ¾" ROCK, 3 CUBIC FEET 12 ¼" TUBING CLAMP. GREEN AND BLUE COUPLI NG TUBING CONNECTIONS @Ez BALL VALVE COUPLING CONNEC TOR -INSTALL ACCORDING TO WATER FLOW DIRECTION ARROW 14 LANDSCAPE FABRIC 15 EZ-FLO FERTIGATION UNIT PER PLAN 16 PVC MAIN LINE TO VALVE MANIFOLD 17 FERTILIZER OUT -CON NECT CLEAR TU BE TO GREEN CONNECTIONS ON PROPORTIONING CAP AND COU PLING {3)mL VALVE {DRAIN VALVE INCLUDED P-18028001-IRR-17 1 TOE OF SLOPE 2 SPRING TYPE CHECK VALVE 3 LATERAL LINE {TYP.) 4 REMOTE CONTROL VALVE 5 TOP OF SLOPE 6 MAINLIN E 7 SW ING TYPE CHECK VALVE WHEN HEADS ARE ABOVE RCV, USE SWING CHECK VALVES "CV' WHERE LATERALS CONNECT TO RCV. WHERE HEADS ARE BELOW RCV USE SPRIN G CHECK VALVES AT LATERALS. INSTALL IN SEPERATE 6" VALVE BOX. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. RCV INSTALLATIO N AT TOP/TOE OF SLOPE SCALE: 1' = 1" P-18028001-IRR-34 1ST SUBMITTAL U nderground Service Alert 2ND SUBMITTAL NOTE PRIOR TO THRUST BLOCKING, WRAP FITTINGS USING AWWA C209 1 PVC PIPE APPROVED TAPE. 2000 LB. MINIMUM CONCRETE. 2 PVC TEE THRUST BLOCK BEARING FACE TO REST AGAINST UNDISTURBED SHOVEL CUT SOIL. 3 PVC CONCENTRIC REDUCER 9" RED. TEE PLAN VIEW RED. TEE SECTION VIEW V SCALE: 1" = 1" THRUST BLOCKS -TEES WI RE CO NN ECTORS SCALE: 1' = 1" 6" WIRE PUL L BOX SCALE: 1"=1' 02-25-2021 4 CONCRETE 9" TEE PLAN VIEW TEE SIDE SECTI ON VI EW P-1 802800H RR-23 P-18028001 -IRR-15 0 FINISHED GRADE IN TU RF AREAS 010" ROUND PLASTIC VALVE BOX WITH BOLT DOWN COVER, USE STAIN LESS BOLT, NUT, AND WASHER HEAT BRAN D "PB" ONTO LID. 3 24" WIRE EXPANSION LOOP {TYP). 4 WATER PROOF WIRE CONNECTORS 5 FINI SH GRADE IN SHRUB AREAS 6 ¾" ROCK, 1 CUBIC FT. 7 {4)BRICK SUPPORTS 8 LANDSCAPE FABRIC 9 PVC ELECTRICAL SWEEP (IF INSTALLED IN COND UIT) P-18028001-IRR-12 0 TWO-WIRE TWISTED CABLE FROM CONTROLLER OR NEXT DECODER, ALLOW 5 FT OF SLACK PER DECODER IN EACH VALVE BOX 0 osY-6 WATERPROOF CONNECTORS (TYP) ©GROUNDI NG ROD IN 10" ROUND VALVE BOX. USE CAO-WELDS 12 REQ.) INSTALL PER AS IC GU IDELINES. 1 PER 12 DECODERS OR EVERY 1000 FT 0 oNE OR TWO STATION DECODER PER LEGEND _,4T7riTf..._ 0DBY WATERPROOF CONNECTORS (TYP) 0soLENOID#1 {VALVE), MASTER VA LVE, OR BOOSTER PUMP /VALVE (MAXIMUM 2) '!,,-,r,I,._ 0 soLENOID #2 (VALVE), MASTER VALVE, ~ OR BOOSTE R PUMP /VALVE {MAXIMUM 2) WIRE SPLICE STEPS l SIRIP WIRES ½" 10%". USING LINEMANS PLIERS OR OTHER STYLE TOOL, TWIST ENDS TOGETHER MIN 3 TIMES. INSERT INTO ELECTRICAL CONNECTOR AND ROTATE CLOCKWISE UNTIL ADD ITIONAL FORCE IS REQUIRED. NOTE: NOTE All DECODERS SHALL HAVE THE FOLLOWING ADDRESS AND CORRESPONDING COLOR ADDRESS 1 • BLACK ADDRESS 2 • YELLOW ADDRESS 3 ° GREEN ADDRESS 4 • WHITE ADDRESS 5 ° ORANG E ADDRESS 6 ° PURPLE 2. INSERT THE SPLICE INTO THE GEL-FILLED INSULATOR TUBE . PUSH PAST THE LOCKING FI NGERS TO HOLD THE CONNECTOR IN PLACE. MAX IMUM LENGTH OF SECONDARY WIRE PATH 114 AWGI FROM DECODER TO SOLENOID IS i50 FEET DECODER -ONE OR TWO STATION #1 PLAN VIEW ,,,s'I, o" <.::,\"t~ s'I;~ o~"~ ':o~\.-G c~ ,,,oi, '10\"?-,J; s''' A cc #3 COMMUNICATION CABLE PULL BOX A RCV+STATION # #2 REMOTE CONTROL VALVE A MV #2 MASTER CONTROL VALVE A FS #2 FLOW SENSOR A BV #2 BALL VALVE -3" OR LESS A BV #1 BALL VALVE-4" OR LARGER A FZ #1 FERTILIZER INJECTOR A BS #2 BASKET STRAINER A MS #2 MOISTURE SENSOR A PB #2 CONTROL WIRE PULL BOX A QCV #3 QUICK COUPLER VALVE A FV #4 FLUSH VALVE A SLV #3 SLEEVE MARKER A DV #2 DRAIN VALVE A ARV #4 AIRNACUUM RELIEF A PR #2 PRESSURE REG. VALVE A HM #2 HYDROMETER A GR #4 GROUNDING ROD SCALE: 1' = 1' 3. POSITION WIRE CHANNELS AN D SNAP INSULATOR TUBE COVER CLOSED. P-18028001-IRR-01 P-1 8028001-IRR-11 0 WIRE FROM SENSOR DECODER TO GROUNDING ROD USING CAD WELD (1 OF 2) ©GROUNDING ROD PER ASIC SPECIFICATIONS 0 SENSOR DECODER PER LEGEND 0coMMUNICATION CABLE PER LEGEND TO/FROM DEVICES (FIELD DECODER, SENSOR DECODER, OR CONTROLLER) 0 WIRE FROM SENSOR DECODER TO FLOW SENSOR ©WATERPROOF CONNECTION PER LEGEND (1 OF 4) 0 FLOW SENSOR PER LEGEND AND DETAILS 0sEE FLOW SENSOR DETAIL FOR INSTALLATION METHOD WIRE SPLICE STEPS NOTES: 1. SIRIP WIRESH TO%". USING LINEMANS PLIERS OR OTHER STYLE TOOL, TWIST ENDS TOGETHER MIN 3 TIMES. INSERT INTO SCOTCHLOK ELECTRICAL CON NECTOR AND ROTATE CLOCKWISE UNTIL ADDITIONAL FORCE IS REQUIRED. X SEE FLOW SENSOR DETAIL AND LEGEND FOR FLOW SENSOR INSTALLATION METHODS AND MATERIALS. SECONDARY WIRE RUN BE TWEEN SENSOR DECODER AND FLOW METER NOT TO EXCEED 150' WITH 14 GAUGE WIRE. PLACE 5' OF EXTRA WIRE IN VALVE BOX FOR SERVICING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 2. INSERT THE SPLICE INTO THE GEL-FILLED INSULATOR TUBE. PUSH PAST THE LOCKING FINGERS TO HOLD THE SCOTHLOK CONNECTOR IN PLACE 3. POSITI ON WIRE CHANNELS AND SNAP INSULATOR TUBE COVER CLOSED. DECODER -FL OW SENSOR CONNEC TION SCALE: 1· = 1" NOTE IF MAN IFOLD SUB-MAIN IS AT VALVE DEPTH, TEE INTO VALVE WITH SCH.80 NIPPLE, LENGTH AS REQUIRED . -ALL THREADED CONN ECTIONS TO HAVE TEFLON TAPE OR PASTE VALVE MANIFOLD INSTALLATION SCALE: 1' = 1' TITLE ~----------------< REVIEWED BY: APPROVED FOR IRRIGATION AND PLANTI NG ONLY, INCLUDI NG PRECISE INSPECTOR "AS BUil T" P-18028001-IRR-05 P-18028001-IRR-09 DATE DATE LOCATI ON OF PLAN TING AREA ~C:---:AR~lS"'B'"'A-=o--=-=Mu=-=N'""1""c==,p:-:-AL-:-:W::-Ac::T:=E:::-R----:D:--:clS"'T::,:R,e:IC;:-;:T,-------i SHEET CITY OF CAR LS BAD 59 36 PLANNING DIVISION SHEETS IRRIGATION DETAILS Ll-15 MARJA AC RE S ON -SI TE RES IDE NT IAL s/,s/z3 DATE DRAWING NO. 529-9M ~ 0 Q_ ::, CJ) ' 12' MIN. In Order to Conserve Water ... DO NOT DRINK RECYCLED WATER IN USE NO TOME EL AGUA WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR ---------- -cjj_ • cl/p' ~- WOOD POST FINISHED GRADE CONCRETE FOOTING. SLOPE TOP TO DRAIN 0RECYCLED WATER SIGN NOTES -SIGN SHALL BE MANUFACTURED OF .080" MIN. ALUMINUM SHEET OR .060" ABS PLASTIC. -SIGN SHALL INCORPORATE PURPLE BACKGROUND WITH WHITE LETTERS AND SYMBOLS. -SIGN SHALL BE MOUNTED ON A 4"x4' PRESSURE TREATED WOOD POST 36" FROM FINISH GRADE. -ATTACH THE SIGN TO THE POST USIN G¼' x 1Y," ANODIZED LAG SCREWS AND WASHERS. 12 EACH) -SET POST IN 8"x24" CONCRETE BLOCK. RECYCLED WATER SIGN EE ,__ ____________ _ SCALE: 1" = 1" P"18028001-IRR-38 24" ..,_,__~i' II I I I = ~c-,-1------'r-/ I ~ _Ill ill _Ill ill _Ill 11 -Ill -~ _II----~Il l II -11 1=111 - ---- POTABLE SERVICE LINE CROSSING SCALE: 1' = 1' • DIMENSION-PEDESTRIAN A B C D 0 v I LESS THEN 3' DIAMETER 18" 18" 18" 0 6" w ~ 3" -5.5" DIAMETER 24' 24' 24" 6" ~ 6" OR GREATER IN DIAMETER 36" 36" 36" 6" 0 DIMENSION-VEHICLE A B C D = I 0 36" 36" 36" w 6" DIAMETER OR LESS 6" ~ ~ GREATER THAN 6" DIAMETER 48" 48' 48" 6" RECYCLED SLEEVE INSTALLATION SCALE: 1"" 1" 1 METER BOX WI METER 2 SIDEWALK 4 POTABLE SERVICE LINE s RECYCLED WATER IRRIGATION MAIN LIN E WI SLEEVE ©FINISHED GRADE NOTE: -VERTICAL CLEARANCE OF 12" MINIM UM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. -INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK Will PROVIDE TH E NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET P-18028001-IRR-31 0PAVING 0sAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL 0121 DETECTABLE WARNING TAPES 12" APART ABOVE MAINLINE SLEEVE 0 LATERAL LINE SLEEVE(S), SEE LEGEND FOR SPECS ©UNDISTURBED SOIL 0coNTROL WIRE SLEEVE, SEE LEGEND FOR SPECS 0MAINLINE SLEEVE, SEE LEGEND FOR SPECS NOTES SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. DETECTABLE WARNING TAPE SHALL BE PROVIDED FOR All PRESSURE MAINLINES. STANDARD 5Mll TH ICKNESS, 3" WIDTH WITH ALUMINUM CORE. PERMANENTLY PRINTED AND A.PWA. UNIFORM COLOR CODE. EXTEND All SLEEVES 12" MINIMUM PAST HARDSCAPE EDGES BACKFILL SHOULD BE PLACED IN 6' LAYERS AND TAMPED. CONTRACTOR SHALL INSTALL PULL BOX 6" FROM THE END OF EACH SIDE OF ANY ROAD CROSSINGS P-18028001-IRR-42 _II. 06" ROUND PLASTIC VALVE BOX, 'T' TYPE LOCKING LID 2 FINI SHED GRADE 3 CHECK VALVE 4 INTEGRAL UNIONS 5 DEPTH-SEE SPECIFICATIONS 6 TOP OF BOX½' ABOVE FINISHED GRADE IN TURF, 2" ABOVE FINISHED GRADE IN BEDS 01 CU. FT. PEA GRAVEL ©BRICK SU PPORTS (2 REQ.) LATERAL CHECK VALVE SCALE: 1"=1" DIMENSION A B 1/2" TO 2-1/2' IN SIZE 18" 12" 3' TO 5-1/2" IN SIZE 24" X 6" AND LARGER 36" X C D 6" 6' 6" 6" 6" 6" P-18028001-IRR-10 0FINISHED GRADE 0RECOMPACTED NATIVE BACKFILL FREE OF ROCKS 0oETECTABLE WARNING TAPE 12" ABOVE MAINLINE (MINIMUM) LATERAL LINES, SEE SPECS. UNDISTURBED SOIL SAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SO IL 0PRESSURE MAINLINE, SEE SPECIFICATIONS ©TAPE CONTROL WIRES TO MAINLINE 10 FEET ON CENTER NOTE: -BACKFILL SHOULD BE PLACED IN 6' LAYERS AND TAMPED PIPE INSTALLATI ON -POTABLE JJ 1-S~C~A.,.LE-.-,-.-1·'""'-----'----...;;. ______________ "P--1s-02-,-oo-1-1R"R~13 CONTROLLER STAINLESS STEEL NEMA 3R--'11 WEATHERPROOF ENCLOSURE (UL LISTED) POWER SWITCH ANO GFI RECEPTACLE FILL BASE OF QUICKPAD WITH ¾" PEA GRAVEL TO TOP OF BASE UNIT FINISH GRADE 2" BELOW TOP OF MOUNTING PAD COMPACTED SOIL _ 1" PVC CONDUIT FOR 120Cfl'=== VAC FROM POWER SUPPLV,,_ __ PER NEC CODE 1½' PVC CONDUIT FOR FLOW SENSOR/MV WIRES (PAIGE CABLE P-71 62-D) IF REQ. NOTES· • • 0 .-RAIN SENSOR INSIDE A VANDAL RESISTANT ENCLOSURE MASTER VALVE RELAY ASSEMBLY OR PUMP START RELAY ASSEMBLY (OPTIONAL) #6 AWG SOLID COPPER WIRE ELECTRODE SPHERE OF INFLUENCE BOUNDARIES + + + + + ~-TERM INAL BOARD C +++"'i)++ ++++++ REMOTE ACCESS CONNECTOR (OPTIONAL) + + + + + ➔ 00 NOT INST ALL + + + + + + + "ANY OTHER + + + WIRES OR CABLE MOUNTING PAD MOUNTING BRACE + + + + 1 WITHI N THE + + + + PREFORMED POWOERCOATEO ALUMINUM MOUNTING PAD + + ➔ SPHERE OF + + + + + ➔ INFLUENCE V.I.T. STRONGBOX QUICKPAO PLAN VIEW GROUND ROD (5/8"x8' ITS MODEL: GR-K ENCLOSURE MOUNTING PAO BASE CONTROLLER CON RETE PAO 12" ROUND PVC CONDUIT FOR CONTROL 10' VALVE BOX WIRES, SIZE AS REQUIRED ,-,,._,.itr-t 'r %"x 8' COPPER GROUND ROD WITH '., ., ' I 1 . #6 BARE GROUND WIRE ANO CLAMP -. ~- PVC SWEEP ELL CLAMP WIRE CON NECTION 1. CONTRACTOR SHALL CONSULT SITE UTILITY AS-BUILT(S) ANO BECOME (1 ½" OR LARGER) 6 AWG SOLID COPPER WIRES UN DROO 18" X 8') ITS#: GR-K FAMILIAR WITH ALL UNDERGROUND ITEMS WITHIN PROJECT SCOPE 2. FOR HIGH LIGHTNING PRONE AREAS USE BOTH GROUND ROD ANO GROUND PLATE. SECTION 3 ALL ITEMS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 4. ALL INSTALLATIONS SHALL MEET MINIMUM REQU IREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC) ANO SOUND PRACTICES OF THE INSTITUTE OF ELECTRICAL & ELECTRONIC ENGINEERS (IEEE) TO ENSURE PERSONNEL SAFETY AND EQUIPMENT RELIABILITY. 5. EARTH RESISTANCE SHALL BE MEASURED ANO RECORDED AFTER INSTALLATION WITHIN ACCORDANCE OF LATEST REQUIREMENTS OF NFPA 780. DESIRED READINGS ARE 5 TO 10 OHMS BUT NO MORE THAN 25 OHMS. 6. FOR FURTHER REQUIREMENTS CONSULT THE ASIC GUIDELINE 100-2002 FOR EARTH GROUNDING ELECTRONIC EQUIPMENT IN IRRIGATION SYSTEMS. 7. PROVIDE RECTANGULAR PULL BOX FOR LOW VOLTAGE CONTROL WIRE SPLICES AT BASE OF CONTROLLER. POTA BLE MA INLINE CROSSING SCALE: 1"=1 " DIMENSION A B C D 112" TO 2-1/2" IN SIZE 18" 12" 6" 6" 3" TO 5-1/2" IN SIZE 24" X 6" 6" 6" OR GREATER 36' X 6" 6" NOTE 0sTREET SURFACE ©POTABLE MAINLINE (SEE IMPROVEMENT DRAWINGS) ©RECYCLED WATER IRRIGATION MAINLINE 0 1RRIGATION SLEEVE NOTE -ALL RECYCLED WATER IRRIGATION PIPING AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN THE "STANDARD SPEC IFICATIONS FOR PRIVATE IRRIGATION SYSTEMS WATER DISTRICT" RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS OCTOBER 1993 P-18028001-IRR-18 SHED GRADE 2 SAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL 012) DETECTABLE WARNING TAPES 2" APART ABOVE MAINLINE 0 PURPLE PVC LATERAL LINES, SEE SPECS. ©UNDISTURBED SOIL ©PURPLE PVC PRESSURE MAINLINE, SEE SPECIFICATIONS 0TAPE CONTROL WIRES TO MAINLINE 10 FEET ON CENTER NOTES: BACKFILL SHOU LD BE PLACED IN 6" LA YERS AND TAMPED DETE CTABLE WARN ING TAPE SHALL BE PROVIDED FOR Al l PRESSURE MAINLI NES STANDARD 5Mll THICKNESS, 3' WIDTH WITH ALUMINUM CORE. PERMANENTLY PRINTED AND APW.A. UNIFORM COLOR CODE -DETECTABLE WARNING TAPE SHALL BE PROVIDED FOR ALL PRESSURE MA INLI NES. STANDARD 5Mll THICKNESS, 3' WIDTH WITH ALUMINUM CORE.PERMANENTLY PRINTED AND A PW.A. UNIFORM COLOR CODE. RECYC LED PIPE INSTALLA TI ON K K1-s~c-AL.,.E~:-1·-.-,.~-----------------------,,.P--1s-02-,-oo-1--1R-R~43 O' ;jj ~- 0 "' ~ i:'= ::,- ~ 0 0FINI SHED GRADE ©PURPLE LATERAL NON-PRESSURE RECYCLED WATER PIPE FROM IRRIGATION HEAD TO IRR IGATION HEAD. WH ENEVER THE LINES CROSS THE POTABLE PIPE NO SLEEVE IS REQUIRED. 03" WIDE DETECTABLE MARKER TAPE 0 PURPLE COLORED PRESSURE MA INLINE PIPE ©POTABLE WATER LINE ©RECYCLED PRESSURE MAINLINE AND SLEEVE NOTE -WHERE POTABLE LINES AN D CONSTANT PRESSURE RECYCLED WATER LI NES CROSS, THE RECYCLED LINES SHALL BE INSTALLED BELOW THE POTABLE LINE IN A PURPLE COLORED PVC SLEEVE, THE SLEEVE SHALL EXTEND 10 FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 20 FEET POTABLE & RE CYCLED WATER CROSSING H H 1-s""c"'AL"'E-• "1·-•"'1 .. ------------------------,,.P-"1s"o2"'80"0""1-"'1R"R-0""3 DIMENSION-PEDESTRIAN A B 0 ~ I LESS THEN 3" DIAMETER 18" 18" u w ' 0 > 3" -5.5" DIAMETER 24" 24' ~ 6" OR GREATER IN DIAMETER 36" 36' 0 DIMENSION-VEHICLE A B = I 0 36" 36" w 6" DIAMETER OR LESS ' 0 > ~ GREATER THAN 6" DIAMETER 48" 48" C D 18" 6" 24' 6" 36" 6" C D 36" 6" 48" 6" 0 PAVING 0RECOMPACTED NATIVE BACKF ILL FREE OF ROCKS 0 □ETECTABLE WARNING TAPE 12" ABOVE MAINLINE SLEEVE (MINIMUM) 0 LATERAL LI NE SLEEVE(S), SEE LEGEND FOR SPECS ©UNDISTURBED SOIL 0coNTROL WIRE SLEEVE, SEE LEGEND FOR SPECS 0sAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL ©MAINLINE SLEEVE, SEE LEGEND FOR SPECS NOTES -SLEEVES TO BE TWICE THE DIAMETER OF TH E PIPE OR WIRE BUNDLE CARRIED. -DETECTABLE WARNING TAPE SHALL BE PROVIDED FOR ALL PRESSURE MAINLINES. STANDARD 5Mll THICKNESS, 3" WI DTH WITH ALUMINUM CORE.PERMANENTLY PRINTED AND A.P.W.A. UNIFORM COLOR CODE. -EXTEND Al l SLEEVES 12" MINI MUM PAST HARDSCAPE EDGES -BACKFILL SHOU LD BE PLACED IN 6" LAYERS AND TAMPED -CONTRACTOR SHALL INSTALL PULL BOX 6" FROM THE END OF EACH SIDE OF ANY ROAD CROSSINGS SLEEVE IN STALLATION -POTABLE LL 1-s~c~A~LE~:~,.~.~,.~"'"'"...;;.-'--.,.;,;c=-'-'..;,..'-----'-------------~P-~13~02~s~o,~,-~1R~R~14 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. SHEET 37 "AS BUil T" TITLE DA.TE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD 59 PLANNING DIVISION IRRIGATION DETAILS MARJA ACRES ON-SITE RESIDENTIAL SHEETS Ll-16 i a. :::, Cf) ' _, <( >-z w 0 Cf) w Q'. a, 8 ' a, ~ :::i <( >-z w 0 Cf) w Q'. w >- Cf) z 0 o (,! Cf) 0 (,! I 0 Q'. <( 0 z ::i 6 IRRIGATION SPECIFICATIONS SECTION 02811 LANDSCAPE IRRIGATION PART I -GENERAL 101 SUMMARY A. IT IS THE INTENT OF THE SPECIFICATIONS AND DRAWINGS THAT THE FINISHED SYSTEM IS COMPLETE IN EVERY RESPECT ANO SHALL BE READY FOR OPERATION SATISFACTORY TO THE OWNER B. THE WORK SHALL INCLUDE ALL MATERIALS, LABOR, SERVICES, TRANSPORTATION, ANO EQUIPMENT NECESSARY TO PERFORM THE WORK AS INDICATED ON THE DRAWINGS, IN THESE SPECIFICATION , AND AS NECESSARY TO COMPLETE THE CONTRACT. 102 CONSTRUCTION DRAWINGS A DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC. WHICH MAY BE REQUIRED THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL ANO FINISHED CONDITIONS AFFECTING ALL OF HIS WORK ANO PLAN HIS WORK ACCORDINGLY J:URNISHING SUCH FITTINGS, ETC. AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENEKALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING, AND ARCHITECTURAL FEATURES. B. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES OR DETAILS SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. WHEN AN ITEM IS SHOWN ON THE PLANS BUT NOT SHOWN ON THE SPECIFICATIONS OR VICE VERSA, IT SHALL BE DEEMED TO BE AS SHOWN ON BOTH. THE LANDSCAPE ARCHITECT SHALL HAVE FINAL AUTHORITY FOR CLARIFICATION. C. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AS SOON AS DETECTED. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION NECESSARY. 1.03 QUALITY ASSURANCE A. PROVIDE AT LEAST ONE ENGLISH SPEAKING PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK ANO WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED AND THE MANUFACTURER'S RECOMMENDED METHODS OF INSTALLATION AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. B. MANUFACTURER'S DIRECTIONS ANO DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURER OF ARTICLES USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. C. ALL LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY I NCO RPO RA TED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THESE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES AND REGULATIONS OF THE SAME. HOWEVER, WHEN THESE SPECIFICATIONS AND DRAWINGS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP, OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD, OR LARGER SIZE THAN IS REQUIRED BY THE ABOVE RULES AND REGULATIONS, THE PROVISIONS OF THESE SPECIFICATIONS ANO DRAWINGS SHALL TAKE PRECEDENCE. D. ALL MATERIALS SUPPLIED FOR THIS PROJECT SHALL BE NEWAND FREE FROM ANY DEFECTS. ALL DEFECTIVE MATERIALS SHALL BE REPLACED IMMEDIATELY AT NO ADDITIONAL COST TO OWNER E. THE CONTRACTOR SHALL SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEESbGIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, VERIFY PERMITS SECURED OR ARRANGEMENTS MA E BY OTHERS AFFECTING THE WORK OF THIS SECTION. 1.04 SUBMITTALS A. MATERIALS LIST 1 AFTER AWARD OF CONTRACT AND BEFORE ANY IRRIGATION SYSTEM MATERIALS ARE DELIVERED TO THE JOB SITE, SUBMIT TO THE OWNER A COMPLETE LIST OF ALL IRRIGATION SYSTEMS, MATERIALS, OR PROCESSES PROPOSED TO BE FURNISHED AND INSTALLED AS PART OF THIS CONTRACT. 2. SHOW MANUFACTURER'S NAME AND CATALOG NUMBER FOR EACH ITEM, FURNISH COMPLETE CATALOG CUTS AND TECHNICAL DATA, FURNISH THE MANUFACTURER'S RECOMMENDATIONS AS TO THE METHOD OF INSTALLATION. 3. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN ACCEPTANCE BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE 4. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE B. 1 2. 3 GUARANTEE. SUCH WARRANTIES SHALL ONLY SUPPLEMENT THE GUARANTEE. SUBSTITUTIONS: IF THE IRRIGATION CONTRACTOR WISHES TO SUBSTITUTE ANY EQUIPMENT OR MATERIALS FOR THOSE EQUIPMENT OR MATERIALS LISTED ON THE IRRIGATION DRAWINGS ANO SPECIFICATIONS HE MAY DO SO BY PROVIDING THE FOLLOWING INFORMATION TO THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE AND CITY INSPECTOR FOR APPROVAL. PROVIDE A WRITTEN STATEMENT INDICATING THE REASON FOR MAKING THE SUBSTITUTION. PROVIDE CATALOG CUT SHEETS, TECHNICAL DATA, AND PERFORMANCE INFORMATION FOR EACH SUBSTITUTE ITEM. PROVIDE IN WRITING THE DIFFERENCE IN INSTALLED PRICE IF THE ITEM IS ACCEPTED. 105 EXISTING CONDITIONS A B. C. A B. THE CONTRACTOR SHALL VERIFY AND BE FAMILIAR WITH THE LOCATIONS, SIZE AND DETAIL OF POINTS OF CONNECTION PROVIDED AS THE SOURCE OF WATER, ELECTRICAL SUPPLY, ANO ANY TELEPHONE LINE CONNECTION TO THE IRRIGATION SYSTEM. IRRIGATION DESIGN IS BASED ON THE AVAILABLE STATIC WATER PRESSURE SHOWN ON THE DRAWINGS. CONTRACTOR SHALL VERIFY STATIC WATER ON THE PROJECT PRIOR TO THE START OF CONSTRUCTION. SHOULD A DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BEGINNING CONSTRUCTION. PRIOR TO CUTTING INTO THE SOIL, THE CONTRACTOR SHALL LOCATE ALL CABLES, CONDUITS, SEWER SEPTIC TANKS, AND OTHER UTILITIES AS ARE COMMONLY ENCOUNTERED UNDERGROUND AND HE SHALL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. IF A CONFLICT EXISTS BETWEEN THE SUCH OBSTACLES AND THE PROPOSED WORK, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT AND OWNER WHO WILL ARRANGE FOR RELOCATIONS. THE CONTRACTOR WILL PROCEED IN THE SAME MANNER IF A ROCK LAYER OR ANY OTHER SUCH CONDITIONS ARE ENCOUNTERED. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT HIS OWN COST, ALL DAMAGE RE SUL TING FROM HIS OPERATIONS OR NEGLIGENCE. THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR FOR INSTALLATION OF REQUIRED SLEEVING AS SHOWN ON THE PLANS. 106 A B. C 1 2. 3. 4. 5. D. E. 107 A B. 108 A. B. 1.09 A 1 2. 3. 4. A B. C. D. E. F. G. H 5. 6. 7. 8. B. 1. 2. 3. 4. C. 1 2. A B. C D. 1 A. B. C D. E. F. G. 2. 1 10 A. INSPECTIONS THE CONTRACTOR SHALL PERMIT THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE AND CITY INSPECTOR TO VISIT AND INSPECT AT ALL TIMES ANY PART OF THE WORK AND SHALL PROVIDE SAFE ACCESS FOR SUCH VISITS. WHERE THE SPECIFICATIONS REQUIRE WORK TO BE TESTED BY THE CONTRACTOR IT SHALL NOT BE COVERED OVER UNTIL ACCEPTED BY THE LANDSCAPE ARCHITECT60WNER'S AUTHORIZED REPRESENTATIVE, ANO/OR GOVERNING AGENCIES. THE CONTRACTOR SHALL BES LELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT, OWNE~, AND GOVERNING AGENCIES, A MINIMUM OF 48 HOURS IN ADVANCE,,_ WHERE AND WHEN THE WORK IS READY FOR TESTING. SHOULD ANY WORK BE COVERED WITHOUT TESTINc, OR ACCEPTANCE, IT SHALL BE, IF SO ORDERED, UNCOVERED AT THE CONTRACTOR'S EXPENSE. INSPECTIONS WILL BE REQUIRED FOR THE FOLLOWING AT A MINIMUM SYSTEM LAYOUT PRESSURE TEST OF IRRIGATION MAIN LINE (FOUR HOURS AT 125 PSI OR 120% OF STATIC WATER PRESSURE, WHICH EVER IS GREATER) APPROVAL REQUIRED BY CITY INSPECTOR COVERAGE TEST OF IRRIGATION SYSTEM (APPROVAL REQUIRED BY CITY INSPECTOR). FINAL INSPECTION PRIOR TO START OF MAINTENANCE PERIOD FINAL ACCEPTANCE SITE OBSERVATIONS AND TESTING WILL NOT COMMENCE WITHOUT THE RECORD DRAWINGS AS PREPARED BY THE IRRIGATION CONTRACTOR RECORD DRAWINGS MUST COMPLETE AND UP TO DATE FOR EACH SITE VISIT. WORK WHICH FAILS TESTING AND IS NOT ACCEPTED WILL BE RETESTED. HOURLY RATES ANO EXPENSES OF THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, ANO GOVERNING AGENCIES FOR REINSPECTION OR RETESTING WILL BE PAID BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL EXPENSE TO OWNER STORAGE AND HANDLING USE ALL MEANS NECESSARY TO PROTECT IRRIGATION SYSTEM MATERIALS BEFORE, DURING, ANO AFTER INSTALLATION AND TO PROTECT THE INSTALLATION WORK AND MATERIALS OF ALL OTHER TRADES. IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE ACCEPTANCE OF THE LANDSCAPE ARCH ITECT AND OWNER ANO AT NO ADDITIONAL COST TO THE OWNER EXERCISE CARE IN HANDLINGALOADING, UNLOADING, AND STORING PLASTIC PIPE AND FITTINGS UNDER COVER UNTIL READY TO INST LL. TRANSPORT PLASTIC PIPE ONLY ON A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE PIPE TO LAY FLAT TO AVOID UNDUE BENDING AND CONCENTRATED EXTERNAL LOAD. CLEANUP AND DISPOSAL 8Wlfc8~~to~~SJ3t~~YtE~i~e1~iRJtmtD1f~§2A~5~~1Hs'ift~~!~~~Ki'~~t1~Ef~g~x~§t~NfH~s SITE. BURNING OF TRASH AND DEBRIS WILL NOT BE PERMITTED. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF RUBBISH ANO DEBRIS GENERA TED BY HIS WORK AND WORKMEN AT FREQUENT INTERVALS OR WHEN ORDERED TO DO SO BY THE OWNER'S AUT HORIZED REPRESENTATIVE. AT THE TIME OF COMPLETION THE ENTIRE SITE WILL BE CLEARED OF TOOLS, EQUIPMENT, RUBBISH AND DEBRIS WHICH SHALL BE DISPOSED OF OFF-SITE IN A LEGAL DISPOSAL AREA. TURNOVER ITEMS RECORD DRAWINGS RECORD ACCURATELY ON ONE SET OF CONTRACT DRAWINGS ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS. THE CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER PRIOR TO FINAL INSPECTION OF WORK, SUBMIT RECORD DRAWINGS TO THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. DIMENSIONS FROM/TO PERMANENT POINTS OF REFERENCE SUCH AS BUILDINGS, SIDEWALKS, CURBS, ETC. SHALL BE SHOWN . DATA ON RECORD DRAWINGS SHALL BE RECORDED ON A DAY TO DAY BASIS AS THE PROJECT IS BEING INSTALLED. ALL LETTERING ON DRAWINGS SHALL BE MINIMUM 118 INCH IN SIZE. SHOW LOCATIONS ANO DEPTHS OF THE FOLLOWING ITEMS: POINT OF CONNECTION (INCLUDING WATER METERS, BACKFLOW PREVENTERS, MASTER CONTROL VALVES, ETC) ROUTING OF SPRINKLER PRESSURE LINES (DIMENSIONS SHOWN AT A MAXIMUM OF 100 FEET ALONG ROUTING) GATE VALVES AUTOMATIC REMOTE CONTROL VALVES AND ISOLATION BALL VALVES QUICK COUPLING VALVES AND ISOLATION BALL VALVES ROUTING OF CONTROL WIRES IRRIGATION CONTROLLERS RELATED EQUIPMENT (AS MAY BE DIRECTED) MAINTAIN RECORD DRAWINGS ON SITE AT ALL TIMES. UPON COMPLETION OF WORK, TRANSFER ALL AS-BUil T INFORMATION AND DIMENSIONS TO REPRODUCIBLE SEPIA PRINTS. FINAL AS-BUil T PLANS SHALL BE PREPARED BY GMP FROM THE DIMENSIONS PROVIDED BY THE CONTRACTOR FINAL AS-BUil T PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND THE ORIGINAL MYLARS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. THE FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE APPROVED BY THE CITY AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED ANO SIGNED BY THE CITY PRIOR TO CITY RELEASE OF SECURITIES. CONTROLLER CHARTS RECORD DRAWINGS MUST BE APPROVED BY LANDSCAPE ARCHITECT ANO/OR OWNER'S AUTHORIZED REPRESENTATIVE BEFORE CHARTS ARE PREPARED. PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER CHART SHALL SHOW THE AREA COVERED BY THE PARTICULAR CONTROLLER THE CHART IS TO BE A REDUCED COPY OF THE ACTUAL "RECORD" DRAWING. IN THE EVENT THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE DRAWING IS REDUCED, IT SHALL BE ENLARGED TO A READABLE SIZE. WHEN COMPLETED AND APPROVED, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS IN THICKNESS. OPERATION AND MAINTENANCE MANUALS: TWO INDIVIDUALLY BOUND COPIES OF OPERATION AND MAINTENANCE MANUALS SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE AT LEAST 10 CALENDAR DAYS PRIOR TO FINAL INSPECTION. THE MANUALS SHALL DESCRIBE THE MATERIAL INSTALLED AND THE PROPER OPERATION OF THE SYSTEM. EACH COMPLETE, BOUND MANUAL SHALL INCLUDE THE FOLLOWING INFORMATION INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, DURATION OF GUARANTEE PERIOD, LIST OF EQUIPMENT INCLUDING NAMES AND ADDRESSES OF LOCAL MANUFACTURER REeRESENTATIVES. OPERATING AND MAINTENANCE INSTRUCTIONS FOR ALL EQUIPMENT SPARE PARTS LISTS AND RELATED MANUFACTURER INFORMATION FOR ALL EQUIPMENT EQUIPMENT: SUPPLY AS A PART OF THIS CONTRACT THE FOLLOWING ITEMS TWO (21 WRENCHES FOR DISASSEMBLY AND ADJUSTMENT OF EACH TYPE OF SPRINKLER HEAD USED IN THE IRRIGATION SYSTEM. THREE 30-INCH SPRINKLER KEYS FOR MANUAL OPERATION OF CONTROL VALVES. TWO KEYS FOR EACH AUTOMATIC CONTROLLER FIVE QUICK COUPLER KEYS WITH A BRONZE HOSE THREAD 90 DEGREE SWIVEL ATTACHMENT AND FIVE COUPLER LID KEYS. FIVE VALVE BOX COVER KEY OR WRENCH. ONE 5-FOOTTEE WRENCH FOR OPERATING GATE VALVES 3 INCHES OR LARGER (IF USED). SIX EXTRA SPRINKLER HEADS OF EACH SIZE AND TYPE PER IRRIGATION PO C THE ABOVE EQUIPMENT SHALL BE TURNED OVER TO OWNER'S AUTHORIZED REPRESENTATIVE AT THE FINAL INSPECTION. COMPLETION C AFTER THE SYSTEM HAS BEEN COMPLETED, THE CONTRACTOR SHALL INSTRUCT OWNER'S AUTHORIZED REPRESENTATIVE IN THE OPERATION ANO MAINTENANCE OF THE IRRIGATION SYSTEM AND SHALL FURNISH A COMPLETE SET OF OPERATING AND MAINTENANCE INSTRUCTIONS. 0. ANY SETTLING OF TRENCHES WHICH MAY OCCUR DURING THE ONE-YEAR PERIOD FOLLOWING ACCEPTANCE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER REPAIRS SHALL INCLUDE THE COMPLETE RESTORATION OF ALL DAMAGE TO PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND AS A RESULT OF THE WORK. 1.11 GUARANTEE A. THE ENTIRE SPRINKLER SYSTEM, INCLUDING ALL WORK DONE UNDER THIS CONTRACT, SHALL BE UNCONDITIONALLY GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACK FIELD AREAS BELOW GRADE, FOR A PERIOD OF ONE 11) YEAR FOLLOWING THE FILING OF THE NOTICE OF COMPLETION. SHOULD ANY PROBLEM WITH THE IRRIGATION SYSTEM BE DISCOVERED WITHIN THE GUARANTEE PERIOD, IT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO OWNER WITHIN TEN (101 CALENDAR DAYS OF RECEIPT OF WRITTEN NOTICE FROM OWNER WHEN THE NATURE OF THE REPAIRS AS DETERMINED BY THE OWNER CONSTITUTE AN EMERGENCY (LE. BROKEN PRESSURE LINE) THE OWNER MAY PROCEED TO MAKE REPAIRS AT THE CONTRACTOR'S EXPENSE. ANY AND ALL DAMAGES TO EXISTING IMPROVEMENT RESULTING EITHER FROM FAUL TY MATERIALS OR WORKMANSHIP, OR FROM THE NECESSARY REPAIRS TO CORRECT SAME, SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER BY THE CONTRACTOR, ALL AT NO ADDITIONAL COST TO THE OWNER B. GUARANTEE SHALL BE SUBMITTED ON CONTRACTORS OWN LETTERHEAD AS FOLLOWS GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM WE HEREBY GUARANTEE THAT THE SPRINKLER IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLED IS FREE FROM DEFECTS IN MATERIALS ANO WORKMANSHIP, AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTIVE MATERIAL DURING THE PERIOD OF ONE YEAR FROM DATE OF FILING OF THE NOTICE OF COMPLETION AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN 10 CALENDAR DAYS FOLLOWING WRITTEN NOTIFICATION BY THE OWNER IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN THE TIME SPECIFIED AFTER RECEIPT OF WRITTEN NOTICE FROM OWNER, WE AUTHORIZE THE OWNER TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS ANO CHARGES THEREFORE UPON DEMAND. PROJECT NAME PROJECT LOCATION: CONTRACTOR NAME ADDRESS: TELEPHONE SIGNED: DATE PART II -MATERIALS 2 01 2.02 A B. C D. E. F. 2 03 A 8. C. D. 2 04 A B. C. D. E. F. 2.05 A B C. SUMMARY USE ONLY NEW MATERIALS OF THE MANUFACTURER, SIZE AND TYPE SHOWN ON THE DRAWINGS AND SPECIFICATIONS. MATERIALS OR EQUIPMENT INSTALLED OR FURNISHED THAT DO NOT MEET LANDSCAPE ARCHITECT'S, OWNER'S,,OR GOVERNING AGENCIES STANDARDS WILL BE REJECTED AND SHALL BE REMOVED FROM THE SITE AT NO EAPENSE TO THE OWNER. PIPE PRESSURE SUPPLY LINE FROM POINT OF CONNECTION THROUGH BACKFLOW PREVENTION UNIT SHALL BE TYPE K "HARD" COPPER PIPE OR BRASS NIPPLES (LENGTH AS REQUIRED). PRESSURE SUPPLY LINES 2 INCHES IN DIAMETER AND UP TO 3 INCHES IN DIAMETER DOWNSTREAM OF BACKFLOW PREVENTION UNIT SHALL BE CLASS 315 SOLVENT WELD PVC . PIPING SHALL CONFORM TO ASTM 02241 PRESSURE SUPPLY LINES 4 INCHES IN DIAMETER AND UP TO 8 INCHES IN DIAMETER DOWNSTREAM OF BACKFLOW PREVENTION UNIT SHALL BE CLASS 200 GASKET JOINT PVC. PIPING SHALL CONFORM TO ASTM 02241 PRESSURE SUPPLY LINES 15 INCHES IN DIAMETER AND SMALLER OF THE BACKFLOW PREVENTION UNIT SHALL BE SCHEDULE 40 SOLVENT WELD PVC CONFORMING TO ASTM 01785. NON-PRESSURE LINES .75 INCHES IN DIAMETER AND LARGER DOWNSTREAM OF THE REMOTE CONTROL VALVE SHALL BE SCH. 40 PVC. ALL SPECIALIZED PIPING SHALL BE AS INDICATED ON THE DRAWING LEGEND OR DETAILS. METAL PIPE AND FITTINGS BRASS PIPE SHALL BE 85 PERCENT RED BRASS, ANSI, IPS STANDARD 125 POUNDS, SCHEDULE 40 SCREWED PIPE. BRASS FITTINGS SHALL BE MEDIUM BRASS, SCREWED 125-POUND CLASS. COPPER PIPE SHALL BE "HARD" TYPE KOR AS NOTED ON THE DRAWING LEGEND OR DETAILS. COPPER FITTINGS SHALL BE SOLDERED TYPE. PLASTIC PIPE AND FITTINGS PIPE SHALL BE MARKED CONTINUOUSLY WITH MANUFACTURER'S NAME, NOMINAL PIPE SIZE1 SCHEDULE OR CLASS, PVC TYPE ANO GRADE, NATIONAL SANITATION FOUNDATION APPROVAL, COMMERCIAL STANDARDS DESIGNATION, AND DATE OF EXTRUSION. ALL PLASTIC PIPE SHALL BE EXTRUDED OF AN IMPROVED PVC VIRGIN PIPE COMPOUND IN ACCORDANCE WITH ASTM 02241 OR ASTM 01784. ALL PVC FITTINGS SHALL BE STANDARD WEIGHT SCHEDULE 40 AND SHALL BE INJECTION MOLDED OF AN IMPROVED VIRGIN PVC FITTING COMPOUND. SLIP PVC FITTINGS SHALL BE THE "DEEP SOCKET" BRACKETED TYPE. THREADED PLASTIC FITTINGS SHALL BE INJECTION MOLDED. ALL TEES ANO ELLS SHALL BE SIDE GATED. ALL FITTINGS SHALL CONFORM TO ASTM 02466. ALL THREADED NIPPLES SHALL BE STANDARD WEIGHT SCHEDULE 80 WITH MOLDED THREADS AND SHALL CONFORM TO ASTM 01785. ALL SOLVENT CEMENTING OF PLASTIC PIPE ANO FITTINGS SHALL BE A TWO-STEP PROCESS, USING PRIMER AND SOLVENT CEMENT APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS. CEMENT SHALL BE OF A FLUID CONSISTENCY, NOT GEL-LIKE OR ROPY. SOLVENT CEMENTING SHALL BE IN CONFORMANCE WITH ASTM 02564 AND ASTM 02855. WHEN CONNECTION IS PLASTIC TO METALAFEMALE ADAPTERS SHALL BE HAND TIGHTENEDePLUS ONE TURN WITH A STRAP WRENCH. JOINT COMPOUNtJ SHALL BE NON-LEAD BASE TEFLON PASTE, TAPt:, OR EQUAL. BACKFLOW PREVENTION UNITS THE BACKFLOW PREVENTION UNIT SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. THE BACKFLOW PREVENTION UNIT SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY LOCAL CODES. THE BACKFLOW PREVENTION ASSEMBLY SHALL CONSIST OF BRASS PIPING, UNIONS AND FITTINGS. 2 06 A 1 2 3. B 1 2 3 C 1. 2 3. D. 1. 2. E 1. 2. 3. 2.07 A B C. D. E. F. G. 2.08 A. B. C 2 09 A B. 2.10 A B C D. E. 2 11 A B. VALVES GATE VALVES: GATE VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. GATE VALVES SHALL BE CONSTRUCTED OF A BRONZE BODY, BONNET ANO DISC, AND A MALLEABLE IRON HANDWHEEL. GATE VALVES SHALL HAVE THREADED CONNECTIONS. ALL GATE VALVES SHALL HAVE A MINIMUM WORKING PRESSURE OF NOT LESS THAN 150 PSI AND SHALL CONFORM TO AWWA STANDARDS . BALL VALVES: BALL VALVES SHALL BE OF THE MANUFACTURER SIZE, AND TYPE INDICATED ON THE DRAWINGS. BALL VALVES SHALL BE CONSTRUCTED OF A BRONZE BODY, STAINLESS STEEL BALL AND STEM, MALLEABLE IRON HANDLE. BALL VALVES SHALL HAVE THREADED CONNECTIONS ALL BALL VALVES SHALL HAVE A MINIMUM WORKING PRESSURE OF NOT LESS THAN 150 PSI AND SHALL CONFORM TO AWWA STANDARDS. QUICK COUPLER VALVES QUICK COUPLER VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. QUICK COUPLER VALVES SHALL BE BRASS WITH A WALL THICKNESS GUARANTEED TO WITHSTAND NORMAL WORKING PRESSURE OF 150 PSI WITHOUT LEAKAGE. VALVES SHALL HAVE FEMALE THREADS OPENING AT BASE, WITH TWO-PIECE BODY. VALVES TO BE OPERATED ONLY WITH A COUPLER KEY, DESIGNED FOR THAT PURPOSE. COUPLER KEY IS INSERTED INTO VALVE AND A POSITIVE, WATERTIGHT CONNECTION SHALL BE MADE BETWEEN THE COUPLER KEY AND VALVE. HINGE COVER SHALL BE THE LOCKING TYPE CONSTRUCTED OF BRASS WITH A RUBBER-LIKE VINYL COVER VINYL QUICK COUPLER COVER FOR RECLAIMED WATER QUICK COUPLER VALVES TO BE PURPLE IN COLOR WITH THE WORDS "WARNING-RECYCLED (RECLAIMED) WATER-DO NOT DRINK PERMANENTLY MARKED ON LID FOR RECYCLED SYSTEM. AUTOMATIC CONTROL VALVES: AUTOMATIC CONTROL VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. AUTOMATIC CONTROL VALVES SHALL BE ELECTRICALLY OPERA TED. ANTI-DRAIN VALVES ANTI-DRAIN VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. ANTI-DRAIN VALVES SHALL HAVE 18-8 STAINLESS STEEL SPRINGS AND VALVE STEMS WITH BUNA-N SEALS. ANTI-DRAIN VALVES WILL HAVE THREADED CONNECTIONS THE SIZE OF THE RISER OR PIPE THEY ARE TO BE INSTALLED ONTO, OR THE NEXT AVAILABLE SIZE. NO SLIP CONNECTION ANTI-DRAIN VALVES ARE ALLOWED. VALVE BOXES VALVE BOXES SHALL BE FABRICATED FROM A DURABLE, WEATHER-RESISTANT PLASTIC MATERIAL RESISTANT TO SUNLIGHT AND CHEMICAL ACTION OF SOILS. THE VALVE BOX COVER SHALL BE GREEN IN COLOR AND SECURED WITH BOLTS. THE COVER AND BOX SHALL BE CAPABLE OF SUSTAINING A LOAD OF 1,500 POUNDS. VALVE BOX EXTENSIONS SHALL BE BY THE SAME MANUFACTURER AS THE VALVE BOX. AUTOMATIC CONTROL AND MASTER VALVE BOXES SHALL BE 16"X11"X12" RECTANGULAR SIZE. VALVE BOX COVERS SHALL BE "HEAT BRANDED" IN 2" HIGH LETTERS WITH EITHER ''RCV" WITH THE VALVE IDENTIFICATION NUMBERS OR "MCV". SPECIALITY 'JUMBO' BOXES MAY BE INDICATED ON DRAWINGS AND SHALL BE 25"X15"X12" RECTANGULAR SIZE. BALL VALVE, GATE VALVE, AND QUICK COUPLER VALVE BOXES SHALL BE CIRCULAR 10" SIZE. VALVE BOX COVERS SHALL BE "HEAT BRANDED" IN 2" HIGH LETTERS WITH EITHER "BV", "GV", OR "QCV". IRRIGATION CONTROLLER CONTROLLER SHALL BE OF THE MANUFACTURER, SIZE AND TYPE INDICATED ON THE DRAWINGS. THE CONTROLLER ENCLOSURE SHALL BE OF THE MANUFACTURER, SIZE AND TYPE INDICATED ON THE DRAWINGS. THE ENCLOSURE SHALL ALSO ENCLOSE THE CONTROLLER ELECTRICAL METER THE CONTROLLER SHALL BE OF THE MANUFACTURER, SIZE ANO TYPE SPECIFIED ON THE PLAN. ELECTRICAL ALL ELECTRICAL EQUIPMENT SHALL BE NEMA TYPE 3, WATERPROOFED FOR EXTERIOR INSTALLATIONS. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL CODES AND ORDINANCES. LOW VOLTAGE CONTROL WIRING REMOTE CONTROL WIRE SHALL BE DIRECT-BURIAL AWG-UF TYPE, SIZE AS INDICATED ON THE DRAWINGS, AND IN NO CASE SMALLER THAN 14 GAUGE. CONNECTIONS SHALL BE EITHER EPOXY-SEALED PACKET TYPE OR PENN-TITE CONNECTORS. COMMON WIRES SHALL BE WHITE IN COLOR, AND IN NO CASE SMALLER THAN 12 GAUGE. CONTROL WIRES SHALL BE RED (WHERE TWO OR MORE CONTROLLERS ARE USED, THE CONTROL WIRES SHALL BE A DIFFERENT COLOR FOR EACH CONTROLLER THESE COLORS SHALL BE NOTED ON THE "RECORD DRAWINGS" PLANS LOCATED ON CONTROLLER DOOR.). GROUND WIRES SHALL BE GREEN IN COLOR, AND IN NO CASE SMALLER THAN 6 GAUGE. PROVIDE A 24" LONG EXPANSION LOOP FOR ALL DIRECTIONAL CHANGES IN CONTROL WIRE ROUTING. IRRIGATION HEADS SPRINKLER HEADS SHALL BE OF THE MANUFACTURER SIZE, TYPE, WITH RADIUS OF THROW, OPERATING PRESSURE, AND DISCHARGE RATE INDICATED ON THE DRAWINGS. POP-UP HEADS AND RISER HEADS SHALL BE USED AS INDICATED ON THE DRAWINGS. TITLE ------------< REVIEWED BY: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE INSPECTOR "AS BUil T" DATE DATE LOCA Tl ON OF PLANTING AREA l-:C::-:AR-=-rs==B::-:A-::D--:-:M-:::UN""I""c=1p,-:AL.,--:W"'A"'T""ER,,--,D""IS:::,T::::Rc;:IC;;;;T;:--I 'i't----------------~ AT THE TIME OF THE PRE-MAINTENANCE PERIOD INSPECTION, THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, ANO GOVERNING AGENCIES WILL INSPECT THE WORK, AND IF NOT ACCEPTED, WILL PREPARE A LIST OF ITEMS TO BE COMPLETED BY THE CONTRACTOR. AT THE TIME OF THE POST-MAINTENANCE PERIOD OR FINAL INSPECTION THE WORK WILL BE REINSPECTED AND FINAL ACCEPTANCE WILL BE IN WRITING BY THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND GOVERNING AGENCIES. SHEET CITY OF CARLSBAD 59 "' KEYMAP 8 ' a, ~ en >-0 w -, 0 Q'. a. d:, ~ -(!) w ~ z hf' DI -Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG B. THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL HAVE FINAL AUTHORITY ON ALL PORTIONS OF THE WORK. \.t-llOSCAp~ ~-1--------------+---+---+--------------t----+---t-----t----t ~ 5\reze -f-9. ~,, 1ST SUBMITTAL 02-25-2021 2ND SUBMITTAL 't' '-' ,,, DEVELOPERS NAME: KB HOME COASTAL INC. "'~ ,...\ 3RD SUBMITTAL FINAL SUBMITTAL 38 -PLANNING DIVISION - IRRIGATION NOTES AND SPECS MARJA ACRES ON-SITE RESIDENTIAL SHEETS Ll-17 ~ )• -16~ gmp o g A'J/4 -/_l Tj.' rn ADDRESS: 9915 MIRA MESA BLVD. SUITE 100 1----+-----l----------------+--+----f---+---I APPROVED ,1)... A/'-.__ ) , ROOT BARRIER NOTE: ::; '"'/Jf"l.''· "7--!;l ~ SAN DIEGO CA 92131 .,A/ oJ,,,,.... IH 1--, 5/4,;b,", ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, DRAWN MG • ,~ • * 3 116 LIONSHEAD AVENUE PLANNING U DATE HAROSCAPE ELEMENT, BUILDING , FIRE HYDRANT, UTILITY ~ "~'.s. ,l'"~c't, SUITT' 102 TELEPHONE: 858.877.4267 VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH APPROVED Rs -~~-;, ,._-.; C.ARLSBAD. GA s2010 t-----------------+--c=-+==-t-----------------t-::c:=--+=c-:---f-==-+=cc--!DRWN BY: MG PROJECT NO. DRAWING NO. r II "CAUTION":Remerrt,erltmttheUSACenterootmes OF 24" DEEP ROOT BARRIER NO ROOT BARRIER SHALL •'-~-..:, DATE PLAN PREPARED: _0=5~/0~8=/2~3______ DATE INITIAL DATE INITIAL DATE INITIAL LPC2021-QQQ8 W onlylhC>OOuhlftiesbelongingtolhecenter.Toere ENCIRCLETHEROOTBALL. JOBNO 18-028-00 OF \'f\)~ 9mplandanh.c.om REVISION DESCRIPTION CHCKD BY: RS 529-9M ~L ____________ N:::.T.::S:.·_::=..--1.:::~:::·::~!::~!:::'~::~:::·~.:'.:~~·•:.::.,:;e::.:::"":!:·11n:::O:t.· __ "":_L==============-------~SC~AL;;,.E _____ !;AS~S~HO::::WN~---=~~c~~\.::::::..__...1._.:.T.::"5::8:..5::5:::8.::8"l:1.::1 ____ _Jl,'.:B,:'.:Y:-=G=M=P============::..-1E:::N:GIN:::E:ER.:..:::OF....:::WO:RJK _________________ _J_.::_OTH~ER~A=P:PR:O.::VA:L..L..:::Cl.:_TY:..:AP.:_P:::RO:_:V::AL:.i:=::.::.:.:..::.:::. __ _J_ __ JCJT_:1!.!:6:;!-0:£7 __ _j_ ____ _J ,_ ~-~ __ , _...........,... -·, ~ 0 [L ::, Cf) -'- _J <( 1--z L!.l 0 Cf) L!.l Q'. a:, 8 ' a:, -::, <( 1--z L!.l 0 Cf) L!.l Q'. w I-- Cf) z 0 ' 0 u U) 0 9 I u Q'. <( 0 z :5 6 IRRIGATION SPECIFICATIONS (CONTINUED) PART Ill -EXECUTION 3.01 SITE CONDITIONS A INSPECTIONS 1. PRIOR TO ALL WORK OF THIS SECTION, CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK IS e,OMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. 2. VERIFY THAT IRRIGATION SYSTEM MAY BE INSTALLED IN STRICT ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS, THE ORIGINAL DESIGN, THE REFERENCED STANDARDS, AND THE MANUFACTURER'S RECOMMENDATIONS. B. 1. 2 C 1. 2. D 1. 2 3. E. F. 1. 2. DISCREPANCIES: IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL DISCREPANCIES HAVE BEEN RESOLVED. GRADES: BEFORE STARTING WORK, CAREFULLY CHECK ALL GRADES TO DETERMINE THAT WORK MAY SAFELY PROCEED, KEEPING WITHIN THE SPECIFIED MATERIAL DEPTHS WI TH RESPECT TO FINISH GRADE. FINAL GRADES SHALL BE ACCEPTED BY THE ENGIN EER BEFORE WORK ON THIS SECTION WILL BE ALLOWED TO BEGIN. FIELD MEASUREMENTS MAKE ALL NECESSARY MEASUREMENTS IN THE FIELD TO ENSURE PRECISE FIT OF ITEMS IN ACCORDANCE WITH THE ORIGINAL DESIGN. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIALS WITH ALL OTHER WORK. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL SIZE DIMENSIONS PRIOR TO PROCEEDING WITH WORK UNDER THIS SECTION. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITI ES WHICH ARE CAUSED BY HIS OPERATIONS NEGLECT DIAGRAMMATIC INTENT: THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC. THE SIZE AND LOCATION OF EQUIPMENT AND FIXTURES ARE DRAWN TO SCALE WHERE POSSIBLE. PROVIDE OFFSETS IN PIPING CHANGES IN EQUIPMENT LOCATIONS AS NECESSARY TO CONFORM WITH STRUCTURES AND TO AVOID OBSTRUCTIONS OR CONFLICTS WITH OTHER WORK AT NO ADDITIONAL EXPENSE TO OWNER LAYOUT: PRIOR TO INSTALLATION, THE CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPLY LINES, ROUTING AND LOCATION OF SPRINKLER HEADS, VALVES, BACKFLOW PREVENTER, AND AUTOMATIC CONTROLLER LAYOUT IRRIGATION SYSTEM AND MAKE MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCES BETWEEN SITE AND DRAWINGS. WHERE PIPING IS SHOWN ON DRAWINGS UNDER PAVED AREAS, BUT RUNNING PARALLEL AND ADJACENT TO PLANTED AREAS, INSTALL THE PIPING IN THE PLANTED AREAS. G. WATER SUPPLY CONNECTIONS TO, OR THE INSTALLATION OF, THE WATER SUPPLY SHALL BE AT THE LOCATIONS SHOWN ON THE DRAWINGS. MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO OWNER H. ELECTRICAL SERVICE 1. CONNECTIONS TO THE ELECTRICAL SUPPLY SHALL BE AT THE LOCATIONS SHOWN ON THE DRAWINGS. MINOR CHANGES CAUSED BY SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO OWNER 2. CONTRACTOR SHALL MAKE 120 VOLT CONNECTION TO THE IRRIGATION CONTROLLERS . ELECTRICAL POWER SOURCE TO CONTROLLER LOCATIONS SHALL BE PROVIDED BY OTHERS. 3.02 TRENCHING A B. EXCAVATIONS SHALL BE STRAIGHT WITH VERTICAL SIDES, EVEN GRADE, AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. TRENCHING EXCAVATION SHALL FOLLOW LAYOUT INDICATED ON DRAWINGS TO THE DEPTHS BELOW FINISHED GRADE AND AS NOTED. WHERE LINES OCCUR UNDER PAVED AREA, THESE DIMENSIONS SHALL BE CONSIDERED BELOW SUBGRADE. PROVIDE MINIMUM COVER OF 18 INCHES ON PRESSURE SUPPLY LINES 2 1/2 INCHES AND SMALLER PROVIDE MINIMUM COVER OF 24 INCHES ON PRESSURE SUPPLY LINES 3 INCHES, AND 36 INCHES OF COVER ON PRESSURE SUPPLY LINES 4 INCH AND LARGER C. PROVIDE MINIMUM COVER OF 18 INCHES FOR CONTROL WIRES. D. PROVIDE MINIMUM COVER OF 12 INCHES FOR NON-PRESSURE LINES. E. PIPES INSTALLED IN A COMMON TRENCH SHALL HAVE A 4 INCH MINIMUM SPACE BETWEEN PIPES. F. PROVIDE SAND BACKFILL A MINIMUM OF 4 INCHES OVER AND UNDER ALL MAINLINE PIPING. 3.03 BACKFILLING A BACKFILL MATERIAL ON ALL LINES SHALL BE THE SAME AS ADJACENT SOIL FREE OF DEBRIS, LITTER, AND ROCKS OVER 1/2 INCH IN DIAMETER 8. BACKFILL SHALL BE TAMPED IN 4-INCH LAYERS UNDER THE PIPE AND UNIFORMLY ON BOTH SIDES FOR THE FULL WIDTH OF THE TRENCH AND THE FULL LENGTH OF THE PIPE BACKFILL MATERIALS SHALL BE SUFFICIENTLY DAMP TO PERMIT THOROUGH COMPACTION, FREE OF VOIDS. BACKFILL SHALL BE COMPACTED TO DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT GRADES. C. FLOODING IN LIEU OF TAMPING IS NOT ALLOWED. D. UNDER NO CIRCUMSTANCES SHALL TRUCK WHEELS BE USED TO COMPACT BACKFILL. E. PROVIDE SAND BACKFILL A MINIMUM OF 6 INCHES OVER AND UNDER ALL PIPING UNDER PAVED AREAS. 3.04 PIPING A B. C. D. E. F G. PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING NO HYDRAULIC DRIVING IS PERMITTED UNDER ASPHALT PAVEMENT. CUTTING OR BREAKING OF EXISTING PAVEMENT IS NOT PERMITTED. CAREFULLY INSPECT ALL PIPE AND FITTINGS BEFORE INSTALLATION, REMOVING DIRT, SCALE, BURRS REAMING. INSTALL PIPE WITH ALL MARKINGS UP FOR VISUAL INSPECTION AND VERIFICATION. REMOVE ALL DENTED AND DAMAGED PIPE SECTIONS. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF 6 INCHES FROM EACH OTHER AND 12 INCHES FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER EACH OTHER IN SOLVENT WELDING, USE ONLY THE SPECIFIED PRIMER AND SOLVENT CEMENT AND MAKE ALL JOINTS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED METHODS INCLUDING WIPING ALL EXCESS SOLVENT FROM EACH WELD. ALLOW SOLVENT WELDS AT LEAST 15 MINUTES SETUP TIME BEFORE MOVING OR 91------------------, "' KEYMAP H. I. J. K. HANDLING AND 24 HOURS CURING TIME BEFORE FILLING. PVC PIPE SHALL BE INSTALLED IN A MANNER WHICH WILL PROVIDE FOR EXPANSION CONTRACTION AS RECOMMENDED BY THE PIPE MANUFACTURER. CENTERLOAD ALL PLASTIC PIPE PRIOR TO PRESSURE TESTING. ALL THREADED PLASTIC-TO-PLASTIC CONNECTIONS SHALL BE ASSEMBLED USING TEFLON TAPE OR TEFLON PASTE. FOR PLASTIC-TO-METAL CONNECTIONS, WORK THE METAL CONNECTIONS FIRST USE A NON-HARDENING PIPE DOPE AN ALL THREADED PLASTIC-TO-METAL CONNECTIONS, EXCEPT WHERE NOTED OTHERWISE. ALL PLASTIC-TO-METAL CONNECTIONS SHALL BE MADE WITH PLASTIC FEMALE ADAPTERS. L. ALL CONNECTIONS BETWEEN PVC LATERAL LINES SHALL BE MADE USING SCH. 40 PVC FITTINGS WITH COMPRESSION ADAPTERS. ALL CONNECTIONS BETWEEN DRIPPERLINES TO BE MADE USING COMPRESSION FITTINGS OF MANUFACTURER OF THE DRIPPERLINE. USE NO PIPE DOPE, TEFLON TAPE, PRIMER OR SOLVENT CEMENT ON COMPRESSION FITTINGS . 3.05 CONTROLLER A THE EXACT LOCATION OF THE CONTROLLER SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE BEFORE INSTALLATION. THE ELECTRICAL SERVICE SHALL BE COORDINATED WITH THIS LOCATION. 8. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL ELECTRICAL HOOK UP TO IRRIGATION CONTROLLER C. THE IRRIGATION SYSTEM SHALL BE PROGRAMMED TO OPERATE DURING THE PERIODS OF MINIMAL USE OF THE DESIGN AREA. D. INSTALL CONTROLLER ENCLOSURE AS RECOMMENDED BY THE MANUFACTURER 3.06 CONTROL WIRING A LOW VOLTAGE CONTROL WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS THE PRESSURE SUPPLY LINES WHENEVER POSSIBLE. B. WHERE MORE THAN ONE WIRE IS PLACED IN A TRENCH, THE WIRING SHALL BE TAPED TOGETHER IN A BUNDLE AT INTERVALS OF 10 FEET. BUNDLE SHALL BE SECURED TO THE MAINLINE WITH TAPE AT INTERVALS OF 20 FEET. C ALL CONNECTIONS SHALL BE OF AN APPROVED TYPE AND SHALL OCCUR IN A VALVE BOX. PROVIDE AN 18 INCH SERVICE LOOP AT EACH CONNECTION. D AN EXPANSION LOOP OF 12 INCHES SHALL BE PROVIDED AT EACH WIRE CONNECTION AND/OR DIRECTIONAL CHANGE, AND ONE OF 24 INCHES SHALL BE PROVIDED AT EACH REMOTE CONTROL VALVE. E. A CONTINUOUS RUN OF WIRE SHALL BE USED BETWEEN A CONTROLLER AND EACH REMOTE CONTROL VALVE. UNDER NO CIRCUMSTANCES SHALL SPLICES BE USED WITHOUT PRIOR APPROVAL. 3.07 VALVES A. AUTOMATIC CONTROL VALVES, BALL VALVES, GATE VALVES, AND QUICK COUPLER VALVES SHALL BE INSTALLED IN THE APPROXIMATE LOCATIONS INDICATED ON THE DRAWINGS. B. VALVE SHALL BE INSTALLED IN SHRUB AREAS WHENEVER POSSIBLE. C. INSTALL ALL VALVES AS INDICATED IN THE DETAIL DRAWINGS. D. VALVES TO BE INSTALLED IN VALVE BOXES SHALL BE INSTALLED ONE VALVE PER BOX. E. REMOTE CONTROL VALVES AND QUICK COUPLER VALVES SHALL BE ISOLATED FROM THE MAINLINE BY A BALL VALVE SIZED PER THE LARGEST RC.VIN THE MANIFOLD OR 11/2 INCH FOR Q.C.V.'S. 3.08 VALVE BOXES A VALVE BOXES SHALL BE INSTALLED IN SHRUB AREAS WHENEVER POSSIBLE. B EACH VALVE BOX SHALL BE INSTALLED ON A FOUNDATION OF 3/4 INCH GRAVEL BACKFILL, 2 CUBIC FEET MINIMUM. VALVE BOXES SHALL BE INSTALLED WITH THEIR TOPS 1/2 INCH ABOVE THE SURFACE OF SURROUNDING FINISH GRADE IN LAWN AREAS AND 3 INCHES ABOVE FINISH GRADE IN GROUND COVER AREAS. 3.09 BACKFLOW PREVENTERS A. INSTALL BACKFLOW PREVENTER UNIT AS INDICATED IN THE DETAIL DRAWINGS. B. C D. E. 3.10 A. 8. C. D. E. 3.11 A. B. C INSTALL BACKFLOW ASSEMBLIES AT LOCATIONS APPROVED IN THE FIELD AND AT HEIGHT REQUIRED BY LOCAL CODES. INSTALL WYE STRAINERS AND PRESSURE REGULATORS ON THE BACKFLOW ASSEMBLY IF BACKFLOW PREVENTER IS INSTALLED ADJACENT TO A BUILDING1 y,tALL, OR OTHER OBSTRUCTION, INSTALL UNIT SO THAT THE TEST COCKS ARE FACING OUTWARD AWAY FR01v1 THE OBSTRUCTION. INSTALL BACKFLOW ENCLOSURE AS RECOMMENDED BY THE MANUFACTURER SPRINKLER HEADS SPRINKLER HEADS SHAL L BE INSTALLED AS INDICATED ON THE DRAWINGS. SPACING OF HEADS SHALL NOT EXCEED MAXIMUM INDICATED ON THE DRAWINGS. RISER NIPPLES SHALL BE OF THE SAME SIZE AS THE RISER OPENING IN THE SPRINKLER BODY. POP-UP SPRINKLER HEADS SHALL NOT BE INSTALLED USING SIDE OUTLET OPENINGS. RISER NIPPLES ON RECYCLED WATER SYSTEMS SHALL BE IDENTIFIED WITH ADHESIVE VINYL MARKERS BELOW SPRINKLER HEAD AND A MINIMUM OF 10 INCHES ABOVE FINISH GRADE . MISCELLANEOUS EQUIPMENT INSTALL ALL ASSEMBLIES SPECIFIED HEREIN ACCORDING TO THE RESPECTIVE DETAIL DRAWINGS OR SPECIFICATIONS, USING BEST STANDARD PRACTICES. QUICK COUPLER VALVES SHALL BE SET APPROXIMATELY 12 INCHES FROM WALKS, CURBS, HEADER BOARDS, OR PAVED AREAS WHERE APPLICABLE. UNLESS DESIGNED AS AN INTEGRAL PART OF THE IRRIGATION HEAD, ANTI-DRAIN VALVES WILL BE INSTALLED UNDER EVERY HEAD . THE ANTI-DRAIN VALVE WILL BE THE SAME DIAMETER AS THE RISER AND BE INTEGRAL TO THE RISER ASSEMBLY. D. INSTALL RAIN SENSOR AS INDICATED ON THE DRAWINGS AND AS RECOMMENDED BY THE MANUFACTURER 3.12 FLUSHING THE SYSTEM A PRIOR TO INSTALLATION OF SPRINKLER NOZZLES, THE VALVES SHALL BE OPEN ED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE LINES AND RISERS. B. SPRINKLER NOZZLES SHALL BE INSTALLED AFTER FLUSHING THE SYSTEM HAS BEEN COMPLETED. 3.13 ADJUSTING THE SYSTEM A. CONTRACTOR SHALL ADJUST VALVES, ALIGN HEADS, AND CHECK COVERAGE OF EACH SYSTEM PRIOR TO COVERAGE TEST B. IF IT IS DETERMINED BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE THAT ADDITIONAL ADJUSTMENTS OR NOZZLE CHANGES WIL L BE REQUIRED TO PROVIDE PROPER COVERAGE, ALL NECESSARY CHANGES OR ADJUSTMENTS SHALL BE MADE PRIOR TO ANY PLANTING. C THE ENTIRE SYSTEM SHALL BE OPERA TING PROPERLY BEFORE ANY PLANTING OPERATIONS COMMENCE. D. AUTOMATIC CONTROL VALVES ARE TO BE ADJUSTED SO THAT THE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY THE MANUFACTURER. 3.14 TESTING AND OBSERVATION A DO NOT ALLOW OR CAUSE ANY OF THE WORK OF THIS SECTION TO BE COVERED UP OR ENCLOSED UNTIL IT HAS BEEN OBSERVED, TESTED AND ACCEPTED BY THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNING AGENCIES. B. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNING AGENCIES, A MINIMUM OF 48 HOURS IN ADVANCE, WHERE AND WHEN THE WORK IS READY FOR TESTING. C. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST OF EACH SYSTEM IN ITS ENTIRETY TO DETERMINE IF THE WATER COVERAGE FOR THE PLANTED AREAS IS COMPLETE AND ADEQUATE IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. D. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS 6BVIOUSLY INADEQUATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT THIS TEST SHALL BE ACCEPTED BY THE LANDSCAPE ARCHITECT AND ACCOMPLISHED BEFORE STARTING ANY PLANTING. E. FINAL INSPECTION WILL NOT COMMENCE WITHOUT RECORD DRAWINGS AS PREPARED BY THE IRRIGATION CONTRACTOR 3.15 MAINTENANCE DURING THE MAINTENANCE PERIOD THE CONTRACTOR SHALL ADJUST AND MAINTAIN THE IRRIGATION SYSTEM IN A FULLY OPERATIONAL CONDITION PROVIDING COMPLETE IRRIGATION COVERAGE TO ALL INTENDED PLANTINGS. 3.16 COMPLETION CLEANING CLEAN-UP SHALL BE MADE AS EACH PORTION OF THE WORK PROGRESSES REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SITE, ALL WALKS AND PAVING SHALL BE BROOMED, AND ANY DAMAGE SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS. END OF SECTION TITLE ------------< REVIEWED BY: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE INSPECTOR "AS BUil T" DATE DATE LOCATION OF PLANT I NG AREA 1-c-=-ARc=l.'3-=cB""AD=--=M-=u-==N-==,c-::::I::::P-:-AL:-:W::-Ac::T::::E:;,:R-D;:cl::::S::::TR"'I::::C:::-T--, 8 ~~ ~-~= :::::: ,~- SHEET CI TY OF CARLSBAD 59 39 -PLANNING DIVISION - Cf) ~ IRRIGATION NOTES AND SPECS Ll-18 1--~ -• ~--~ ~ '" ,-, ,sT SUBMITTAL o,.,>-202' ,.._110SCApc ... ~ 1-----------------+---t--+---------------+-------cf----t----t----1 MARJA ACRES 0 2ND SUBMITTAL ~ $\ re~. if A ,, ,. Underground ServiceAlert '<,v) ,., . .,C' ON SITE RESIDENTIAL Cl'. * 8 Cal 1 I: 1 3 RDSUBMITTAL ~ ' • -~ ~ DEVELOPERS NAME: KB HOME COASTAL INC. - FINAL SUBMITTAL ~ r' ~. 'I;,' -' ~ ~ °8 /?'/-_£--1---·i ~ ADDRESS, 9915 MIRA MESA BLVD. SU ITE 100 ~ ROOT BARRIER NOTE: -' a: -. ' • ""' •---------, SAN DIEGO CA 92131 su2f2:~ DATE ALL TREESPLANTEDWITHIN5'0FANYCURB,WALL, DRAWN MG • / ' 90 e * 3116 LIONSHEAD AVENUE l-----+----!----------------+--+----+---+------1 PLANNING HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY ~~0.'F~'."C;_f\.,\. ... ~~~(.,._ SUITE 102 1£LEPHONE, 858.8774267 PROJECT NO. VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH APPROVED RS a~ .,,-. C.ARL.SBAD, C.A -=12010 DRW'N BY: MG DRAWING NO. UJ ~ ''CALJTION":RememberthattheUSACenterootilies OF 24" DEEP ROOT BARRIER NO ROOT BARRIER SHALL Jos NO 18_028_00 DATE PLAN PREPARED: --"'05eci0e,8c.,i2ce3:_______ DATE INITIAL DATE INITIAL DATE INITIAL LPC2021-0008 TWO WORKING DAYS BEFORE YOU DIG ~L ___________ ...:,:N_::.T.::.S::._•::::...~i:.,:'l::~!:il~::::!t:juti~~~::~~og:::,:,:!::~!:t!~:!nr:!2;.~-.:.'i\,.:.,...1_:E:NC:IR:C:LE:T:HE:R:OO:T:B:AL:L========-------~SC~AL;a,E _____ ,!AS:,:s~HO;:;W::_s.L_.....::::::~~:::..--L_..:.fm..:l:::~~:..n:g;::;·~~=-~.:..~;'.,_ __ l.'."'..:y'~G;;:M;:P============~-1':N:Gl:::NE:E:::R..:O:..F..:WO::.R::.:KL ___ R_E_v_1_s_10_N_D_E_s_c_R_1P_T_10_N ____ 1..::0TH~ER:_A:P.:::PR:::O:::VA:::L...1....:C::.ITY.:._:AP..:.P:::RO:::V:AL:..1C:H:::CK.::D..:B:.:Y:..: :.:Rs:_ __ L _ _,!Cd,_TL,_1~6t:-O!i7 __ _.i __ s_29 ___ 9M _ _J Cl s 0 f-I Cl) ' o._ _J <( f-z w 0 Cl) w [t'. "' N 0 ' "' ~ -_J <( f-z w 0 Cl) w [t'. w f- Cl) z 0 ' 0 0 -Cl) 0 0 -I 0 [t'. <( 0 z <( _J -0 0 ' "' KEYMAP N 0 ' "' ~ -Cl) f-0 w -, 0 [t'. o._ ' "' ~ c-: Cl w :a: <( z w _J "- I I I X I I I REFER TO "MARJA ACRES - SLOPES" DWG 529-9L FOR SLOPE & BMP IRRIGATION AND PLAN()NG I I I I I I I I I I I I I I I I I I I I 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 I I I I I I I I I I I I I/ I I I I I I I I I I I I I I I I I I/ I I I I I I I I I I I I I I I I / I I / I I I I I I I I I I I I I I I A I I I I I I I I I I // / Dens I I ; I I I I I -I I / I /I I I/ I JU I I/, I \ :_;/51 I \ I I I / I I I / I I / I I I / I I I /1 I 47& I I I i I I I I I I I . I I I ( \ I / / I \ ' I I I I I I I I I 1/ 11 ij II I I ;I fl 11 I 50' OFFSET FROM CONDUCTOR, ALL TREES WITHIN THIS AREA SHALL BE 15' MAX. HT. I SDG&E EASEMENT N.T.S. II I I I / / I I I I I I I I / / V . Unde rground Service Alert TWO WORKING DAYS BEFORE YOU DIG "CAUTION"· Remember lhal the USA Cooler notifies only those uijities tielonging to the center. There could be other utilffies present at the work site. The center will irrfwn you ol whom they 'MIi no1ify. I I I Ir~ - /; / I I I I I I ,,.~ I I I I l I 11 ; 4[}_.5-/ 3/:/i / / x ~ fl;/\ !\ I I I -/ X I " -I I I I I I I I " \ 1111 ", \ I I I I I I I I I I I I / I I I I l I I / I I \ X \ \ "----- ("' ,:-----" ---- ROOT BARRIER NOTE : ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL I I I I I I I I I I I I I I I I I I I' I 1ST SUBMITTAL 2ND SUBMITTAL 3RD SUBMITTAL FINAL SUBMITTAL DRAWN APPROVED JOB NO SCALE 02-25-2021 MG RS 18-028-00 AS SHOWN NOT A PART SEE SEP ARA TE PLANS FOR SENIOR HOUSING 20 10 0 20 ---SCALE: 1"=20'-0" 40 60 PLANTING NOTES ANY DISTURBED VEGETATION IN THE BUFFER DUE TO CONSTRUCTION WILL BE REPLACED IN KIND, AND IRRIGATION WILL BE PROVIDED TO ESTABLISH NEW PLANTING ALL SLOPES SHALL RECEIVE EROSION CONTROL MATTING (STRAW MAD PER THE GUIDELINES OF THE SLOPE REVEG ETATION STANDARDS. ANY TREES LOCATED WITHIN A VEHICULAR SIGHT LINE MUST HAVE ALL LIMBS REMOVED TO A HEIGHT OF 6 FEET ABOVE THE ADJACENT TOP OF CURB FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR 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 SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. PRIOR TO PLANTING OF ANY MATERIALS , COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEE RED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION . THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. SEE SHEET LP-09 FOR PLANTING LEGEND "AS BUil T" TITLE -----------< REVIEWED BY: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE INSPECTOR DATE DATE LOCATION OF PLANT( NG AREA f-:C:-:AR-=-lS::':B:-:A-=D-M:-:U,..,,N""I=-=c1=pc:-A'.:""L--:W::cA-=r=ER=-=D"'Is"'T;::::Rc;:IC::::T,---I SHEET CITY OF CARLSBAD 59 40 -PLANNING DIVISION -SHEETS PLANTING PLAN LP-01 110SCAp ., 1-------------+----+-----+-------------+----+---+--+-------< . stre~4 ""111I' MARJA ACRES ON-SITE RESIDENTIAL ' g m p DEVELOPERS NAME, KB HOME COASTAL INC. ~la:,,-V?'i'f'-,,_ __.-c-/7<1 ,-a ADDRESS, 9915 MIRA MESA BLVD. SUITE 100 l------+--+-----------------1-----+---l---+----I AP_P_R_o_vE_D.=:::I. ,r)..~~.!l/'.-1:?-==---.... --#"""'!ar---< 1----------1 SAN DIEGO CA 92131 _ ../I-.;,.,.,,,.._ • * 3116 LIONSHCAD AVENUE PLANNING .------t =<JITE 102 TELEPHONE, 858.8774267 CARLSBAD, CA <;12010 1-------------------+-~-+------+----------------+---+----+---+-----IOR'v\'N BY: MG DATE PLAN PREPARED; _0e,5c,i0cs8"'/2=3______ DATE INITIAL DATE INITIAL DATE INITIAL OF Ct,\.\ fm~n~~;•~~~; BY, GMP ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY: RS PROJECT NO. LPC2021-0008 CT 16-07 ,;/4,;/z} DATE DRAWING NO. 529-9M ~ 0 ,-: I (/) ' 0,. _J <( f-z UJ 0 (/) UJ O'.'. a:, N 0 ' a:, ~ :::i <( f-z UJ 0 (/) UJ O'.'. UJ f- (/) z 0 ' 0 0 -(/) 0 0 -I 0 O'.'. <( 0 z <( _J -0 0 ' a:, N 0 ' a:, ~ -(/) f-0 UJ 7 0 O'.'. 0,. ' a:, ~ -l? UJ ::e <( z UJ _J LL KEYMAP N.T.S. D Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG "CAUTION": Remember that the USA Center notifies only 1hose utilities belonging to the center. There could be other utilities present at the WOO< site. The cenlBrwii infonnyou of whom they will notify. ---- ---~ -FUEL------------. r UC. L ---------s-/ -.___ --------s--✓~s--,-w __ --w- / / =REFER1d "MARJA ACRES -/ / ,,-_ I-----RW----:: --c--_ --RW--__ ,,_ SLOPES" DWG 529-9L FOR SLOPE & _______ _ -✓7G---c-_ RW---s MP IRRIGATIOtLJl,ND P~ANTING ~w / --VN[ OF, S!Glfi -/ w----_ =--~W'-----=-c"+---G--=-G-----Ul/ PLANTING NOTES NOT A PART SEE SEPARATE PLANS FOR COMMERCIAL SITE ANY DISTURBED VEGETATION IN THE BUFFER DUE TO CONSTRUCTION WI LL BE REPLACED IN KIND, AND IRRIGATION WILL BE PROVIDED TO ESTABLISH NEW PLANTING ALL SLOPES SHALL RECEIVE EROSION CONTROL MATTING (STRAW MAT) PER THE GUIDELINES OF THE SLOPE REVEGETATION STANDARDS. ANY TREES LOCATED WITH IN A VEHICULAR SIGHT LINE MUST HAVE ALL LIMBS REMOVED TO A HEIGHT OF 6 FEET ABOVE THE ADJACENT TOP OF CURB ?:;Occ5,;-------W" -= -G---G-------W-_..-.,,.---G----G----- ' O,_ __J 1-.w w ,:::c ,Cf) w w Cf) w z: SEE SHEET LP-09 FOR PLANTING LEGEND "AS BUil T" TITLE DATE FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR 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 SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. ,------------; REVIEWED BY: PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION . THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. 20 10 0 20 40 60 SCALE: 1 "=20'-0" APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE INSPECTOR DATE LOCATION OF PLANTING AREA i----,c""'AR-=-L'3"'B""'A-=D-M""U""N"'I"'c1==p,-,-AL,:--::W::-:A-=T=ER=-=D""IS:::T::::R:-,:IC::::T,-----I SHEET CITY OF CARLSBAD 59 41 PLANNING DIVISION -SHEETS PLANTING PLAN LP-02 1ST SUBMITTAL 02-25-2021 2ND SUBMITTAL IISCA s t rez ~~1----------+--t--1--------------t---t-----t-------t---------1 MARJA ACRES ON-SITE RESIDENTIAL ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL 3RD SUBMITTAL FINAL SUBMITTAL ORAWN APPROVED JOB NO SCALE ,. .., t (,) ,Q -_, • MG RS 18-028-00 AS SHOWN gmp 3 116 LIONSHEAD AVENUE SUITE 102 CARLSBAD, CA Cl2010 gmplandcirc.h.c.om T 858 55e 8Gi11 DEVELOPERS NAME: KB HOME COASTAL INC. ADDRESS: 9915 MIRA MESA BLVD. SUITE 100 SAN DIEGO CA 92131 1------t--+----------------+---+--+---I------JAPPROVED TELEPHONE: 858.8774267 PLANNING 1-------------------+---,,=-+-=.,.,.--l--------------------t--::-:=---t-:=c--it-::-=---t-=cc--lDRl'IN BY: MG DATE PLAN PREPARED: ~05~/0~8~/2~3______ DATE INITIAL DATE INITIAL DATE INITIAL BY: GMP ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY: RS PROJECT NO, LPC2021-0008 CT 16-07 DRAWING NO, 529-9M PLANTING NOTES -G----G----G----, -G- / I 9CL 10CL 11CL 8CL 7CL 12CL 13CL 6Cl 5CL ANY DISTURBED VEGETATION IN THE BUFFER DUE TO CONSTRUCTION WILL BE REPLACED IN KIND, AND IRRIGATION WILL BE PROVIDED TO ESTABLISH NEW PLANTING ALL SLOPES SHALL RECEIVE EROSION CONTROL MATTING (STRAW MAT) PER THE GUIDELINES OF THE SLOPE REVEGETATION STANDARDS. ANY TREES LOCATED WITHIN A VEHICULAR SIGHT LINE MUST HAVE ALL LIMBS REMOVED TO A HEIGHT OF 6 FEET ABOVE THE ADJACENT TOP OF CURB FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR 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. PRIOR TO PLANTING OF ANY MATERIALS , COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION. THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. I T ---::i I ,.;,~ I ., 4CS ;f' ¢;'-@ ADA £+ .,.,--/ □ ~' "' s 3CS --@ □ DW fS 2cs . •r: ,:, '--@ 1CS 20 10 _l _l :r: trl 0 CL 0 I-' -====...J.tl~ -= =====--::=-- 0 20 40 ---- SCALE: 1 "=20'-0" 60 I L L 233L L I □ DIii S ' 232L ®-' -J ADA "' s REFER TO "MARJA ACRES -SLOPES" DWG 529-9L FOR SLOPE & BMP IRRIGATION AND PLANTING 234L 235L f SPIREA WAY lii" H----L }-® 228L r ': DW S 236L ADA . ~ 0 B X 88 REFER TO "MARJA ACRES -SLOPES" DWG 529-9L FOR IRRIGATION AND PLANTING ALONG EASTERN PROPERTY WALL ~--!GREEN SCREENS MAY BE REQUIRED FOR AESTHETICS AND SOFTENING OF WALLS ALONG RETA INING WALLS WITH LIMITED PLANTIN G AREAS. INSTA LLATION WILL BE DETERMINED BY LANDSCAPE ARCH ITECT AND CITY REPRESENTATIVE AT THE TIME OF PLANTING INSTALLATION ' SEE SHEET LP-09 FOR PLANTING LEGEND "AS BUil T" TITLE DATE ~-----------1 REVIEWED BY: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA INSPECTOR DATE CARIBBAD MUNICIPAL WATER DISTRICT SHEET 42 CITY OF CARLSBAD 59 PLANNING DIVISION -SHEETS PLANTING PLAN LP-03 MARJA ACRES ON-SITE RESIDENTIAL DRAWING NO. 529-9M SDG&E EASEMENT 50' OFFSET FROM CONDUCTOR , -r-v ALL TREES WITHIN THIS AREA SHALL BE 15' MAX. HT . 1:: I I/; . I I I I ~/ &- t-..., ~---.;;: / __,/ 6S JS 8S 1ST SUBMITTAL 02·25-2021 Underground Service Alert 2ND SUBMITTAL 3RD SUBMITTAL FINAL SUBMITTAL 2s 3S 4S 20 10 0 20 40 60 llllllll -1--1 I SCALE: 1"=20'-0" PLANTING NOTES ANY DISTURBED VEGETATION IN THE BUFFER DUE TO CONSTRUCTION WILL BE REPLACED IN KIND, AND IRRIGATION WILL BE PROVIDED TO ESTABLISH NEW PLANTING ALL SLOPES SHALL RECEIVE EROSION CONTROL MATTING (STRAW MAT) PER THE GUIDELINES OF THE SLOPE REVEGETATION STANDARDS. ANY TREES LOCATED WITHIN A VEHICULAR SIGHT LINE MUST HAVE ALL LIMBS REMOVED TO A HEIGHT OF 6 FEET ABOVE THE ADJACENT TOP OF CURB FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR 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 SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION . ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION . THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. SEE SHEET LP-09 FOR PLANTING LEGEND "AS BUil T" TITLE .---------------t REVIEWED BY : APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE INSPECTOR DATE DATE LOCA Tl ON OF p LANTING AREA 1--C~AR~IB-,B_A __ D--MU_,,N--I--C==rp,-,-AL,:--:W=,A--T=ER=-=Dc::IS=r==R"'IC:::::T:-1 SHEET CITY OF CARLSBAD 59 43 PLANNING DIVISION -SHEETS PLANTING PLAN LP-04 t ~l----------+----+-t-----------+--+---+---+-----l MARJA ACRES ON-SITE RESIDENTIAL gmp DEVELOPERS NAME: KB HOME COASTAL INC. ADDRESS: 9915 MIRA MESA BLVD. SUITE 100 SAN DIEGO CA 92131 TELEPHONE: 858.877.4267 DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL APPROVED ~ c;6r/z3 PLANNING DATE DRWN BY: MG PROJECT NO. DRAWING NO. LPC2021-0008 CHCKD BY: RS 529-9M CT 16-07 ~ 0 '"' I (J) ' (l_ _J < 1--z w 0 (J) w 0:: co N 0 ' co -:::i < 1--z w 0 (J) w 0:: w 1-- (J) z 0 6 <;> (J) 0 <;> I 0 0:: < 0 ~ 6 IS N ;\ tKi~;;:.;;----------------~ KEYMAP 0 ' co -U) l-o w ---, 0 0:: (l_ ' co --c- (') w :;: ,ii w _J LL N.T.S. & Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG "CAlJTION": Remember that the USA Center notifies only those utilities belonging ID the center The could be other utilities present at the wori<. site ~ c.enterWJll irrfoml YoLI ofwhomlhey will notify.- 162L 160L 161l 159l " tr g .,,.,-~,.:~t,,:'·/: ~s2 < □ 1----L _::_ J_-~~_=_:s - 02-25·2021 110SCA . strez• 3RD SUBMITTAL FINAL SUBMITTAL "'. <.> ,Q -_£ DRAWN MG APPROVED RS JOB NO 18-028-00 SCALE AS SHOWN 167L 165L 166L 163L 164l 20 40 SCALE: 1"=20'-0" ~~ g m p DEVELOPERS NAME, KB HOME COASTAL INC. ADDRESS, 9915 MIRA MESA BLVD. SUITE 100 i--3-11_b_L_I_O_NSH_E_A:_D_A_VE_NIJE __ I SAN DIEGO CA 92131 SUITE 102 C-ARLSBAD, C.A <:!2010 TELEPHONE: 858.877 .4267 gmplandarch.com DATE PLAN PREPARED: 05/08/23 T e5e 558 8<:111 BY: GMP 168L 169L 170l \71l 172L ,/. ;c-D ; ® 158L 157L 156L 60 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 155L 173l 174l 154L 153L 237l REFER TO "MARJA ACRES . SLOPES" DWG 529-9L FOR SLOPE & BMP IRRIGATION AND PLANTING 17E SEE SHEET LP-09 FOR PLANTING LEGEND "AS BUil T" TITLE DATE REVIEWED BY APPROVED FOR IRRIGATION AND PLANTING ONL y INCLUDING PRECISE ' INSPECTOR LOCATION OF PLANT I NG AREA 1i;;'",ii~rn,:r;--urmi;:,;;=--;;==---=-_;:D:;:A'..'._T::._E _ _J CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 44 -PLANNING DIVISION - 59 SHEETS PLANTING PLAN LP-05 APPROVED PLANNING MARJA ACRES ON-SITE RESIDENTIAL I) DATE DA TE INITIAL DA TE INITIAL DRWN BY: MG PROJECT NO. LPC2021-0008 CT 16-07 DRAWING NO. 529-9M OTHER APPROVAL CITY APPROVAL CHCKD BY: RS LO c::> ' a.. .......1 I-LU LU ':::c :<f) LU LU <f) .LU ,:Z '......J I (_) I~ 2 00 ' c::> ' ' a.. .......1 I-LU LU I <f) LU LU <f) LU ::Z .......1 I (_) ·1- <( 2 MATCHLINE SEE SHEET LP-03 176l 177L 17Bl 179l 180L 1B1L (i] 220l 221L 222L clJ \ \ I I I \ \ 1,,,,1,J .,........,,.....,.,./// 1/"" _.,.-//// --/ / ..-- - """" // ✓::--_; ,,,.--:::..-;::;;// / // / / / ,,,,..,,,,.. //// v_..,,..,....-_....-,.,... / / _..../ / •/ / ;: // / ~ ;/ ,,,.,,.,,,.., / / / / / ~ / -/ / / ---------------~ ////// ,-/ // / / (I' / / / / / / // / / / / / ////// -_,.,.,.,..,.,...,,.,,..,/ //,,/ ,,..,...,,,,..,..,...,.......,,..., / / / ,,,, ____ ,....,.,,,..,. / _,,.., /// ,/'// ////-// -,......,.....,,,,...-,...., _.... / -.,,,.--..,.,. / / ; ; ,.. ,.. • ; ,_: ;REFER TO "MARJA ACRES - ~--a GREEN SCREENS MAY BE REQUIRED FOR AESTHETICS AND SOFTENING OF WALLS ALONG RETAINING WALLS WITH LIM ITED PLANTING AREAS. INSTALLATION WILL BE DETERMI NED BY LANDSCAPE ARCH ITECT AND CITY REPRESENTATIVE AT THE TIME OF PLANTING INSTALLATION ' ,.. / ;-,.. ; ,.. ,.. ; ,.. ;' ,::,.. ,.. SLOPES" DWG 529-9L FOR SLOPE // / // // ,.. ;: ,.. ,.. ,.. ,.. ; ,..,.. --:., ,.. & BMP IRRIGATION AND / ,..,.-,,..... / / // ✓..,.,.;:,.,,,,, ,..,.-_,,,;,..,. ~.,,.,._.,,,,,.,. PLANTING ,......,.,., / // / / //// / / / / / .,,.,,,,.,,,,,.,,,,..., / / ,,,,,. ,,,,..,,..., -/ ,.,,..,,.,/Y ///,,,-/// / / / / ......... --,\" ,/ // // /_.,-/ ),.... -✓ ,,.,,,,,...,,..,..-.,...... / / :;....._,,,. /_,.,--/ / /'"'/ ,,..,.-,.,,., .----,.,,.... / .,,... ,,.,.,,,... ---.,.,, / --.--::.,. / / / / ......--/ -_..... --.,.... / ,,.,,.,,.,,... .,....-_,,, --/ /_...-,,,,-,.,,. / ,,.,.,,......,.,,.,.....,,..,...,....-,...,,,,.,- / /,...,-/_......-.,......-,.......,,..,..-. ~ / // --......-,........,,..... / ,..,.-_,,,...,......-........ _........---,...-/ ,....,,,,. ,,,..... .,/ ,.. ,.. ,..,.. ,.. ;:;:;: ,.-_:;-:;.,.. PLANTING NOTES ';°l\\\)~°'f._,..,.. ;,.. ; .:;:> _: __ :f >,;. -ANY DISTURBED VEGETATION IN THE BUFFER DUE TO CONSTRUCTION WILL BE REPLACED IN KIND , AND IRRIGATION . • \)~ ~;' ,.. ,.. ,.. ;; _; ,.-WILL BE PROVIDED TO ESTABLISH NEW PLANTING , ~\,.. ,.-; ;-:, ,..~_7;,.. ALL SLOPES SHALL RECEIVE EROSION CONTROL MATTING (STRAW MAT) PER THE GUIDELINES OF THE SLOPE "",..,.. ;,.. _::-,.. ,.. _.:::,..,.. -REVEGETATION STANDARDS. / / / ;',.. _;,.. _::_;>;: ,.. ANY TREES LOCATED WITHIN A VEHICULAR SIGHT LINE MUST HAVE ALL LIMBS REMOVED TO A HEIGHT OF 6 FEET ,....--/_,....,.--,.. ,.. ;, ,.. _::;:,.. _;-ABOVE THE ADJACENT TOP OF CURB /_,,.,.-,.,.~ -,.. ,.. ; _....\-',.. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR 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 SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING . PRIOR TO PLANTING OF ANY MATERIALS , COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION. THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. SEE SHEET LP-09 FOR PLANTING LEGEND "AS BUil T" TITLE DATE ~-------------a REVIEWED BY 20 10 0 20 SCALE : 1"=20'-0" 40 60 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA SHEET 45 INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD 59 PLANNING DIVISION -SHEETS PLANTING PLAN LP-06 MARJA ACRES ON-SITE RESIDENTIAL r;/,,lz'> DATE DRAWING NO. 529-9M X \ SDG&E EASEMENT \I \ I I \:,\ :c '- 50' OFFSET FROM CONDUCTOR, ALL TREES WITHIN THIS AREA SHALL BE 15' MAX. HT. '~ 8' REFER TO "MARJA ACRES -LOPES" DWG 529-9L FOR SLOPE & BMP IRRIGATION AND PLANTING SDG&E EASEMENT ----so' OFFSET FROM CONDUCTOR, ALL TREES WITHIN THIS AREA SHALL BE 15' MAX. HT. 40 SCALE: 1"=20'~0" DEVELOPERS NAME: KB HOME COASTAL INC. ADDRESS: 9915 MIRA MESA BLVD. SUITE 100 60 ~ / / / ~ / / ~ / _,.,,.-------s-/ ----_..-~ ~ -/....... ---/ IC)· ). ,·' ._,-. 9P G ,..c:; ~ (0 ~ ~ APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE '2 SEE SHEET LP-09 FOR PLANTING LEGEND "AS BUil T" TITLE REVIEWED BY· INSPECTOR DATE DATE LOCATION OF PLANT I NG AREA i--C-AR---1.'l--=B~A-D_M_U_N~l~CI_P_AL_W_A_TE_R_D_IS_T_R_IC-T--1 SHEET CITY OF CARLSBAD 59 46 PLANNING DIVISION SHEETS PLANTING PLAN LP-07 MARJA ACRES ON-SITE RESIDENTIAL ~ 0 f-I (/) ' 0. _J <{ f-z w 0 (/) w 0:: co ~ ' co ~ :::i <{ f-z w 0 (/) w 0:: w f- (/) z 0 ' 0 Si (/) 0 Si I 0 0:: <{ 0 z '.S 6 PLANTING NOTES ANY DISTURBED VEGETATION IN THE BUFFER DUE TO CONSTRUCTION WILL BE REPLACED IN KIND, AND IRRIGATION WILL BE PROVIDED TO ESTABLISH NEW PLANTING ALL SLOPES SHALL RECEIVE EROSION CONTROL MATTING (STRAW MAT) PER THE GUIDELINES OF THE SLOPE REVEGETATION STANDARDS. ANY TREES LOCATED WITHIN A VEHICULAR SIGHT LINE MUST HAVE ALL LIMBS REMOVED TO A HEIGHT OF 6 FEET ABOVE THE ADJACENT TOP OF CURB FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR 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 SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. PRIOR TO PLANTING OF ANY MATERIALS , COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION. THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. ~ ,s ~ ~ ~ is ~ \ 9t----------------~ ;:l KEYMAP 0 ' co -u5 f-0 w -, 0 0:: 0. ' co ~ -(') r 1ST SUBMITTAL 0 20 SCALE: 1"=20'-0" 02-25-2021 40 60 --~ REFER TO "MARJA ACRES -SLOPES" Dl'lG 52q-qL FOR SLOPE 4 BMP IRRIGATION AND PLANTING SEE SHEET LP-09 FOR PLANTING LEGEND "AS BUil T" TITLE DATE ------------! REVIEWED BY: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE INSPECTOR DATE LOCATION OF PLANTING AREA. f-:C::-:AR-=-rs==B::-:A-=o-=-=Mu==N~I"'c==1p:-:-A1.,--:W:,.,A,:;T:;:-ER,,.-;Dc:,IS"'T::::Rc:::IC""T;-1 SHEET CITY OF CARLSBAD 59 47 PLANNING DIVISION - PLANTING PLAN MARJA ACRES ON-SITE RESIDENTIAL SHEETS LP-08 l f-I (f) ' [L _, <( f-z w 0 (f) w Ct'. 00 N 0 ' 00 ~ :::i <( f-z w 0 (f) w Ct'. w f-- (f) z 0 o SJ (f) 0 SJ I u Ct'. c'i z ~ / [ii ... PLANT SCHEDULE TREES Ii llll [!!I [!I PALM TREES SHRUBS 0 ® 0 CD @ (B QTY 138 147 6 18 12 64 7 7 7 5 7 4 QTY 11 QTY 79 27 52 24 44 251 436 217 291 179 723 187 95 BOTANICAL NAME COMMON NAME ARBUTUS X 'MAR INA' ARBUTUS STANDARD CERCIS C. FOREST PANSY' FOREST PANSY REDBUD LAGERSTROEMIA INDICA 'CHEROKEE CHEROKEE CRAPE MYRTLE LAGERSTROEMIA X 'MUSKOGEE' MUSKOGEE CRAPE MYRTLE LAGERSTROEMIA X 'NATCHEZ' NATCHEZ CRAPE MYRTLE LOPHOSTEMON CONFERTUS BR ISBANE BOX MELALEUCA QUINQUENERVIA CAJEPUT TREE MULT I-TRUNK OLEA EUROPAEA 'SWAN HILL' SWAN HILL OLIVE MULTI-TRUNK OLEA EUROPAEA 'SWAN HILL' SWAN HILL OLIVE MULTI-TRUNK PODOCARPUS GRACILIOR FERN PINE QUERCUS AGRIFOLIA COAST LIVE OAK RHUS LANCEA AFRICAN SUMAC MULTI-TRUNK BOTANICAL NAME COMMON NAME SYAGRUS ROMANZOFFIANA QUEEN PALM BOTANICAL NAME COMMON NAME ANIGOZANTHOS X 'GOLD VELVET' GOLD VELVET KANGAROO PAW BOUGAINVILLEA X '00-LA-LA' 00-LA-LA BOUGAINVILLEA BOUGAINVILLEA X 'RASPBERRY ICE' RASPBERRY ICE BOUGAINVILLEA CALLISTEMON V. 'LITTLE JOHN' DWARF WEEPING BOTTLEBRUSH CISTUS X PURPUREUS ORCHID ROCKROSE DIETES GRANDIFLORA FORTNIGHT LILY LIGUSTRUM J 'TEXANUM ' WAX LEAF PR IVET PITTOSPORUM T. 'MARJORIE CHANNON' TAWHIWHI PODOCARPUS M .. MAKI' SHRUBBY YEW RHAPHIOLEPIS INDICA 'PINK LADY' PINK LADY INDIAN HAWTHORN RHAPHIOLEPIS U. 'MINOR' YEDDA HAWTHORN ROSA F. 'ICEBERG' ICEBERG ROSE ROSA X 'NOARE' FLOWER CARPET RED G.C. ROSE <;>!------------------~ KEYMAP 'i' ""' 00 E"""" ~ cc--cri f-/11111 u w --, 0 Ct'. [L - ~ ~~~~ i M <( {,{I z w _, u.. fl N.T.s.11 TWO WORKING DAYS BEFORE YOU DIG ''CAUTION": Remember that the USA Center r.otifies only those utilities belonging to the cooler. There could be other utilities present at the v.'00< site. The center will inform you of whom they will notify. ROOT BARRIER NOTE ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL SIZE WUCOLS 24"BOX L 24"BOX M 24"BOX M 24"BOX M 24"BOX M 24"BOX M 24"BOX L 36"BOX L 60" BOX L 24"BOX 24"BOX 24"BOX SIZE 12' BTH SIZE 5GAL 5GAL 5GAL 5GAL 5GAL 5GAL 5GAL 5GAL 15 GAL 5GAL 5GAL 5 GAL 5 GAL M VL L WUCO LS M WUCOLS M L L L L L M M M L L M M 1ST SUBMITTAL 2ND SUBMITTAL 3RD SUBMITTAL FINAL SUBMITTAL DRAWN APPROVED JOB NO. SCALE GRASSES 0 0 SUCCULENTS 0 VIN E/ESPALIER A@/\ 168 34 100 849 QTY 485 138 38 216 21 QTY 24 18 2 3 57 QTY 69 156 53 GROUND COVERS QTY ■ 1,860SF 20,481 SF 15,337 SF 8,980 SF 11,792 SF 9,750 SF SALVIA LEUCANTHA . SANTA BARBARA. MEXICAN BUSH SAGE 5 GAL SALVIA X 'POZO BLUE ' POZO BLUE SAGE 5 GAL WESTRINGIA FRUTICOSA 'MUND!' MUND! COAST ROSEMARY 5 GAL WESTRINGIA FRUTICOSA 'WYNABBIE HIGHLIGHT' VARIEGATED AUSTRALIAN ROSEMARY 5 GAL BOTAN ICAL NAME COMMON NAME SIZE DIANELLA R . LITTLE REV LITTLE REV FLAX LILY 5 GAL FESTUCA MAIRE! ATLAS FESCUE 1 GAL LEYMUS C. 'CANYON PRINCE' NATIVE BLUE RYE 5 GAL LOMANDRA LONGIFOLIA 'BREEZE' TM BREEZE MAT RUSH 5 GAL MUHLENBERGIA LINDHEIMERI 'AUTUMN GLOW' TM LINDHEIMER'S MUHLY 1 GAL BOTANICAL NAME AGAVE ATTENUATA ALOE X 'BLUE ELF ' EUPHORBIA AM MAK FURCRAEA F. 'MEDIOPICTA' HESPERALOE PARVIFLORA BOTANICAL NAME CALLIANDRA HAEMA TOCEPHALA MACFADYENA UNGUIS-CATI PANDOREA JASMINOIDES 'VARIEGATA' BOTANICAL NAME BACCHARIS P. 'PIGEON PO INT' CAREX DIVULSA CARISSA MACROCARPA 'GREEN CARPET' MYOPORUM PARVIFOLIUM ROSMARINUS OFFICINALIS 'PROSTRATUS' SENECIO MANDRALISCAE TURF MARATHON II COMMON NAME AGAVE BLUE ELF ALOE CANDELABRA SPURGE MAURITIUS HEMP RED YUCCA COMMON NAME PINK POWDERPUFF CAT'S CLAW CREEPER VARIEGATED BOWER VINE COMMON NAME PIGEON POINT COYOTE BRUSH EUROPEAN GREY SEDGE GREEN CARPET NATAL PLUM TRAILING MYOPORUM DWARF ROSEMARY BLUE CHALK STICKS MARATHON II SIZE 5 GAL 5 GAL 15 GAL 5 GAL 5 GAL SIZE 5 GAL 5 GAL 5 GAL SIZE 1 GAL 1 GAL 1 GAL FLAT FLAT 1 GAL SOD L VL L L WUCOLS DETAIL REMARKS L L L L L WUCOLS DETAIL REMARKS L L L L VL WUCOLS DETAIL REMARKS L L M WUCOLS SPACING DETAIL REMARKS L 24" O.C. L 18" O.C. L 24" o.c. L 12" o.c. L 18" O.C. L 12" O.C. H PLANTING NOTES 1. ALL SHRUB AND GROUNDCOVER AREAS (EXCLUDING LAWNS AND SLOPES OVER 3:1 SHALL BE TOP DRESSED WITH A MINIMUM OF 3" DEPTH OF 1 ½" MINUS SHREDDED BARK MULCH (FOREST FINES BY AGRISERVICE, INC , CONTACT (760) 295-6255) TO RETAIN SOIL MOISTURE. CONTRACTOR SHALL PROVIDE SAMPLE FOR LANDSCAPE ARCHITECTS APPROVAL . 2. CONTRACTOR SHALL SUBMIT SOIL SAMPLES FROM A MINIMUM OF (4) AREAS TO THE 'SOIL AND PLANT LABORATORY' FOR TESTING. THE TESTS SHALL BE RUN FOR NUTRIENTS, CHEMISTRY AND TEXTURE. THE REPORT SHALL PROV IDE RECOMMENDED AMENDMENTS FOR 'SURFACE SOIL PREPARATION FOR GROUNDCOVER AND MASS PLANTING', 'TREE AND SHRUB PLANTING GUIDELINES' AND 'MAINTENANCE FERTILIZATION'. THE CONTRACTOR SHALL PROVIDE A COPY OF THE REPORT TO THE LANDSCAPE ARCHITECT PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL AND IS EXPECTED TO FOLLOW ALL RECOMMENDATIONS STATED IN THE REPORT. 3. ALL TREES WITHIN 5' OF ANY WALK, CURB , DRIVE, BUILDING, UTI LI TY OR HARDSCAPE ELEMENT SHALL RECEIVE 10· OF 24" DEEP ROOT BARRIER UN LESS OTHERWISE INDICATED. "AS BUil T" TITLE DATE ~------------! REVIEWED BY: APPROVED FOR IRRIGATION AND PLANTING ONLY , INCLUDING PRECISE LOCATION OF PLANTING AREA SHEET 48 INSPECTOR DATE CARIBBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD 59 -PLANNING DIVISION -SHEETS PLANTING LEGEND LP-09 02-25·2021 \.t-\\OSCApt i •, --------------1---1---1----------------l--+--+---+----I ~ Sl ••~e 4,p_ .,,_,, -MARJA ACRES ON-SITE RESIDENTIAL MG RS 18-028--00 AS SHOWN ~ "-• .,, DEVELOPERS NAME: KB HOME COASTAL INC. ~ )· 'If;':,. gmp 41 :-I ,.-,\ ~ f ~ ,,--.._ I :; ADDRESS: 9915MIRAMESABLVD. SUITE 100 -' a: /,.-{. ' -< 1---------1 SAN DIEGO CA 92131 3116 LIONSHEAD AVENUE SUITE 102 TELEPHONE: 858.877.4267 f---+--+---------------1---+--ll---f---l APPROVED ~ Nf ( ; PLANNING l) C,ARLSBAD, C,A c.;2010 gmplandcirc.h.c.om T e,5e, 558 e,c.;11 1-D_A_TE_P_L_AN_P_R-EP-A-RE_D_: ==05=/0=8=/2=3============---l---D-ATE-+-IN-ITI-AL-+---------------+-D-A-TE-f-1-NI-TIA-L-+--DA-TE-+-IN-ITI-AL--l DRINN BY: MG BY: GMP ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY: RS PROJECT NO. LPC2021-0008 CT 16-07 DRAWING NO. 529-9M PLAN SECTION GROUNDCOVER PLANTING SCALE:114" = 1'-0" \) PLAN {) {A) 'j_ :,: N ---I 11 111 I 11 I . 11i' 11 11i' 11 11i' 11f ,">' )11 11 ,ll~lll 1 ,<<_ -,I _ITT=''' z -,' ~ SECTION TRE E STAKING SCALE:1/2" = 1'-0" {) 2xROOTBALL DIAMETER VINE PLANTING SCALE:1/2" = 1'-0" 0 o::i {) ~ \] \) 0 PREPARED SOIL 0 PLANT TABLET 0 FINISH GRADE 0 CONCRETE CURB OR HARDSCAPE IMPROVEMENT AS INDICATED ON PLAN 0 CONCRETE MOW STRIP OR HARDSCAPEIMPROVEMENTAS INDICATED ON PLAN 0 PLANT PER PLANT 0 FULL O.C. PER PLANT LEGEND 0 ½ x O.C. SPACING PER PLANT LEGEND AT EDGE OF PLANTING AREA P-18028001 -PLA-01 2 SEE TREE PLANTING DETAIL 3 VINYL TREE TIE (4 REQUIRED) 4 12) 2" DIA. X 10' LODGE POLE PINE STAKES TIE TREE TRUNK 6" ABOVE BENDING MOMENT OF TREE. TIE SHOULD PROVIDE FLEXIBILITY OF TRUNK, BUT NO ALLOW RUBBING OF TRUNK AGAINST ST AKE CUT ST AKES OFF 6" ABOVE TIES ©FINISH GRADE 04" HIGH WATERING BASIN (IF REQUIRED) 0 1NSTALL ARBOR GUARD AT THE BASE OF TREE IF IN LAWN AREA P-18028001-PLA-02 P-18028001-PLA-08 FRONT AND REAR OF THE PLANTING PIT SHALL BE GRADED TO A MAXIMUM 1:1 SLOPE 5 0 BACKFILL MIX -SEE PLANTING SPECIFICATIONS 0 6" DEEP BASIN ©PLANTING TABLETS-SEE SPECIFICATIONS 0 PLANTING BACKFILL (SEE SPECIFICATIONS FOR MIX) PUDDLE AND SETTLE TO SET PLANT ATFINISH GRADE / /2 I 11 i' FINISH GRADE SLOPE VARIES, SEE PLAN / Jj ill !©NOTE I II I I i1 II I II!! I -ALL PLANTBASINS SHALL RECEIVE A 3" DEEP I ITT ITT' LAYEROFAPPROVEDMULCH. -1 1 ]=] I ]= -EROSION CONTROL FABRIC SHALL BE _ITT ITT ff INSTALLED ON THESE SLOPES TO CONTROL ti:-is---;;: I i1 1111 i1 11 I I i1 Ill EROSION WHILE PLANTS ESTABLISH =Ill Ill II 1i1 11 11i1 11 11i1"11 w 0 ~ ~ ;a I 111. 111= 8¾----'¾,11c'l I I= ,..,_-_,,---,. 11 = :-;;I 1:-;; = 1:-;; I,, -0: 2X ROOTBALL DIAMETER SHRUB PLANTIN6 ON SLOPE SCALE: 1/4" = 1'-0" E PALM TREE PLANTING SCALE:3/8" = 1'-0" .-.:· , '., •. X PLAN ROOT BARRIER SCALE:1/2" = 1'-0" P-18 028001-PLA-04 0 FRONDS -TIE WITH SINGLE STRAND OF ORGANIC MATERIAL, UNTIE AT END OF MAINTENANCE PERIOD 0 PALM TRUNK -SEE SPECIFICATIONS FOR SKINNING 3 4" HIGH WATERING BASIN IF REQUIRED 4 BACKFILL MIX -100% WASHED SAND 5 UNDISTURBED NATIVE SOIL 6 FINISH GRADE AT SLOPE 7 FINISH GRADE 8 PLANT TABLETS (SEE SPECIFICATIONS) 9 RO0TBALL 4" ROUND BLACK GRATE BY NDS 11 4" PERFORATED DRAIN PIPE WRAPPED WI DRAIN SOCK 0 ¾" CRUSHED ROCK WRAPPED WITH FILTER FABRIC P-18028001-PLA-07 P-18028001 -PLA-05 ON SLOPE CONDITION FRONT AND REAR OF THE PLANTING PIT SHALL BE GRADED TOA MAXIMUM 1·1 SLOPE 2xROOTBALL DIAMETER TREE AND SHRUB PLANT ING 2X'O.C. 2X'O.C. PLAN F MEDIAN PLA NTING SCALE:1/2" = 1'-0" 2 CROWN 1" ABOVE FINISH GRAD 3 FINISH GRADE 4 FINISH GRADE AT SLOPE ©BACKFILL MIX (SEE NOTES) 0PLANT TABLETS (SEE NOTES) 0 FINISH SURFACE OF PAVED AREA 0 4" HIGH WATERING BASIN (IF REQUIRED) 0 2"-3" BARK MULCH LAYER (SEE LEGEND FOR DEPTH) (;;;\ BARK MULCH SHALL BE PULLED '.:.:.I AWAY FROM BASE OF TREE/SHRUB A MIN OF 6" NOTE: WHERE TREES ARE PLANTED IN TURF AREAS, CONTRACTOR SHALL REMOVE TURF A MIN. OF 12" DIA AT THE BASE OF THE TREE INSTALL AN ARBOR GUARD AT THE BASE OF THE TRUNK. -EROSION CONTROL FABRIC SHALL BE INSTALLED ON THESE SLOPES TO CONTROL EROSION WHILE PLANTS ESTABLISH P-18028001-PLA-03 1 PREPARED SOIL 2 PLANT TABLET 3 FINISHED GRADE 4 3"-4" LAYER OF 2"-MINUS SHREDDED ORGAN! BARK MULCH, 3" CLEAR OF MULCH ATTHE BASE OF EACH SHRUB 0 CONCRETE CURB AND MAINTENANCE WALK 0 PLANT PER PLAN P-18028001-PLA-06 PLANT ING NOTES I. A. THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. B. QUANTITIES SHOWN ON THE PLANTING PLAN ARE APPROX IMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY C. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN. 2. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, WHERE WEEDS ARE PRESENT, PER MANUFACTURERS SPEC IFICATIONS A MINIMUM OF TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. WEEDS SHALL BE ALLOWED TO COMPLETELY DIE BACK, INCLUDING THE ROOTS BEFORE PROCEEDING WITH WORK. 3. AFTER ROUGH GRADING, SOI L SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY) THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING a) ORGANIC MATTER CONTENT b) N,P,K c) PH d) EC e) SOIL TEXTURE (SILT, CLAY, SAND) Q RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AN D MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDAT IONS OF THE SO IL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. IN PROJECTS WITH MULTIPLE LANDSCAPE INSTALLATIONS (I.E PRODUCTION HOME DEVELOPMENTS) A SOIL SAMPLING RATE OF 1 IN 7 LOTS OR APPROXIMATELY 15% WI LL SATISFY THIS REQU IREMENT. LARGE LANDSCAPE PROJECTS SHALL SAMPLE AT A RATE EQUIVALENT TO I IN 7 LOTS 4. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE THOROUGHLY SOAKED. 5. ALL AREAS TO BE PLANTED, WHICH HAVE A SLOPE OF LESS THAN 10%, SHALL BE CROSS-RIPPED TO A DEPTH OF SIX (6") INCHES AND THE FOLLOWING AMENDMENTS SPREAD EVENLY AND THOROUGHLY BLENDED IN PER 1,000 SQUARE FEET (QUANTITIES SUBJECT TO CHANGE PER SOIL ANALYSIS): A 3 CUBIC YARDS NITROGEN FORTIFIED REDWOOD SHAVINGS B. 100 POUNDS AGRICULTURAL GYPSUM C. 15 POUNDS IRON SULPHATE D. 25 POUNDS 16-6-8 SLOW RELEASE FERTILIZER 6. EACH PLANT SHALL RECEIVE "AGRIFORM" (OR EQUAL) PLANT TABLETS AS FOLLOWS A ROOTED CUTTING/4" POT -(1) 5 GRAM B. 1 GAL. CONTAINER (1) 21 GRAM C. 5 GAL. CONTAINER -(3) 21 GRAM D. 15 GAL CONTAINER -(5) 21 GRAM E. BOX TREE (1) 21 GRAM PER 3" BOX SIZE 7. PLANT BACK FILL SHALL BE 50% SITE SOIL, AND 50% NITROGEN FORTIFIED REDWOOD SHAVINGS BY VOLUME . 8. PLANT PITS SHALL BE TWICE THE SIZE OF THE DESIGNATED NURSERY CONTAINER 9. PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE GALLON PLANTS AND LARGER SHALL HAVE BEEN GROWN IN CONTAINERS FOR A MINIMUM OF 6 MONTHS AND A MAXIMUM OF TWO YEARS. 10. PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF DISEASES AND PESTS. 11. STAKE ALL TREES PER CITY OF RIVERSIDE STANDARD DETAIL 12. REMOVE NURSERY STAKES ON ALL VINES AND ATTACH TO ADJACENT FENCES WITH GALV. NAILS AND GREEN NURSERY TAPE. 13. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE GROWTH ON ALL TREES. 14. PLANTS SHALL NOT BE PLACED WITHIN TWELVE (12") INCHES OF SPRINKLER HEADS. 15. SHRUBS SHOWN IN PLANT AREAS SHALL BE UNDER-PLANTED WITH GROUNDCOVER SHOWN BY ADJACENT SYMBOL, TO WITHIN 12" OF MAIN PLANT STEM. 16. LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 2% DRAINAGE AWAY FROM ALL BUILDINGS, STRUCTURES, AND WALLS. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER 17. FINISHED GRADES SHALL BE ONE (I) INCH BELOW THE TOP OF CURBS, SI LLS, AND WALKWAYS IN ALL AREAS. WHERE SOD IS LAID NEXT TO THESE IMPROVEMENTS-FINISH GRADE BEFORE LAYING SOD SHALL BE 1-1/2" BELOW THE TOP. 18. THE LANDSCAPE CONTRACTOR SHALL LEAVE SITE IN A CLEAN CONDITION, REMOVING ALL UNUSED MATERIAL, TRASH, AND TOOLS. 19. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF SIXTY (60) DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT CLEAN , WATERED, AND WEED FREE. 20. AT COMPLETION OF ALL WORK OUTLINED IN THESE PLANS, THE LANDSCAP E CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A WALK THROUGH TO DETERMINE THAT ALL ASP ECTS OF WORK ARE COMPLETED. WORK MUST BE FULLY COMPLETED ACCORDING TO ALL PLANS AND SPECIFICATIONS AND MUST BE COMPLETED IN A GOOD WORKMANSHIP MANNER AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO THE BEGINNING OF THE MAINTENANCE PERIOD. 21 THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOWING SCOPE OF WORK: A DAILY WATERING OF ALL PLANT MATERIAL. B WEEKLY MOWING OF ALL TURF AREAS. C. WEEDING AND REMOVAL OF ALL WEEDS FROM GROUND COVER AREAS. D REPLACEMENT OF ANY DEAD, DYING, OR DAMAGED TREES, SHRUBS, OR GROUND COVERS. E FILLING AND REPLANTING OF ANY LOW AREAS WHICH MAY CAUSE STANDING WATER F. ADJUSTING OF SPRINKLER HEAD HEIGHT AND WATERING SYSTEM. G. FILLING AND RECOMPACTION OF ERODED AREAS. H. WEEKLY REMOVAL OF ALL TRASH, LITTER, CLIPPINGS, AND ALL FOREIGN DEBRIS. L AT 30 DAYS AFTER PLANTING, AMMONIUM SULFATE SHALL BE APPLIED TO LAWN AREAS AT THE RATE OF 5 LBS. PER 1,000 SQUARE FEET. J AT60 DAYS AFTER PLANTING AND PRIOR TO THE END OF THE MAINTENANCE PERIOD, BEST FERTILIZER COMPANY 16-6-8 (OR EQUAL) SHALL BE APPLIED AT THE RATE OF 6 LBS. PER 1,000 SQUARE FEET TO LAWN AREAS AND PLANTING AREAS. 22. PRIOR TO END OF MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A FINAL WALK THROUGH. OWNER MUST ACCEPT ALL MAINTAINED AREAS IN WRITING PRIOR TO END OF MAINTENANCE PERIOD. 23. ALL GROUND COVERS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF SIXTY (60) DAYS AFTER THE COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL SHRUBS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AN D HEALTH FORA PERIOD OF NINETY (90) DAYS AFTER COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL TREES SHALL BE GUARANTEED BY THE CONTRACTOR TO LIVE AND GROW IN AN ACCEPTABLE UPRIGHT POSITION FOR A PERIOD OF ONE (I) YEAR AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD AND FINAL ACCEPTANCE. 24. TH E CONTRACTOR, WITHIN FIFTEEN (15) DAYS OF WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATER IALS, WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. REPLACEMENT SHALL BE MADE WITH PLANT MATERIALS AS INDICATED OR SPEC IFIED ON THE ORIGINAL PLANS, AND ALL SUCH REPLACEMENT MATERIALS SHALL BE GUARANTEED AS SPECIFIED FOR THE ORIGINAL MATERIAL GUARANTEE . APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE TITLE REVIEWED BY INSPECTOR "AS BUil T" DATE DAT E LOCATION OF PLANTING AREA CARLSBAD MUNICIPAL WATER DISTRICT SHEET 49 CIT Y OF CARLSBAD 59 -PLANNING DIVISION -SHEETS PLANTING DETAILS AND NOTES LP-10 MARJA ACRES ON -SITE RESIDENTIAL ~ 0 0.. :, CJ) ' 0.. _.J < f-z w 0 CJ) w 0:: ro ~ ' ro ~ ::; < f-z w 0 CJ) w 0:: w f-- CJ) z 0 ' 0 0 ui 0 <;> I 0 0:: ~ z :5 -D D d, ~ ' ro ~ PLANTING SPECIFICATIONS LANDSCAPING PART I -GENERAL 11 RELATED DOCUMENTS SECTION: 1.2 SUMMARY A THIS SECTION INCLUDES THE FOLLOWING: 1 TREES. 2. SHRUBS. 3. VINES 4. PLANTS/GROUNDCOVERS. 5. SOIL AMENDMENTS. 6. FERTILIZERS AND MULCHES. 7. STAKES. 8. LANDSCAPE EDGINGS. 1.3 SUBMITT ALS A GENERAL SUBMIT EACH ITEM IN THIS ARTICLE ACCORDING TO THE CONDITIONS OF THE CONTRACT. B. PRODUCT CERTIFICATES SIGNED BY MANUFACTURERS CERTIFYING THAT THEIR PRODUCTS COMPLY WITH SPECIFIED REQUIREMENTS. 1. MANUFACTURER'S CERTIFIED ANALYSIS FOR STANDARD PRODUCTS 2. ANALYS IS FOR OTHER MATERIALS BY A RECOGNIZED LABORATORY MADE ACCORDING TO METHODS ESTABLISHED BY THE ASSOC IATION OF OFFICIAL ANALYTICAL CHEMISTS, WHERE APPLICABLE. 3. LABEL DATA SUBSTANTIATING THAT PLANTS, TREES, SHRUBS, AND PLANTING MATERIALS COMPLY WITH SPECIFIED REQUIREMENTS C. MATERIAL TEST REPORTS FROM QUALIFIED INDEPENDENT TESTING AGENCY INDICATING AND INTERPRETING TEST RESULTS RELATIVE TO COMPLIANCE OF THE FOLLOWING MATERIALS WITH REQUIREMENTS INDICATED. I. ANALYS IS OF EXISTING SURFACE SOIL. 2. ANALYS IS OF IMPORTED TOPSOIL. D. PLANTING SCHEDULE INDICATI NG ANTICIPATED DATES AND LOCATIONS FOR EACH TYPE OF PLANTING. I 4 QUALITY ASSURANCE A. INSTALLER QUALIFICATIONS ENGAGE AN EXPERIENCED INSTALLER WHO HAS COMPLETED LANDSCAPING WORK SIMILAR IN MATERIAL, DESIGN , AND EXTENT TO THAT INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL LANDSCAPE ESTABLISHMENT. I INSTALLER'S FIELD SUPERVISION REQUIRE INSTALLER TO MAINTAIN AN EXPERIENCED FULL-TIME SUPERVISOR ON THE PROJECT SITE DURING TIMES THAT LANDSCAPING IS IN PROGRESS. 8 PROVI DE QUALITY, SIZE, GENUS, SPECIES, AND VARIETY OF TREES, SHRUBS AND OTHER PLANT MATERIALS INDICATED, COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK." C. PREINSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE NOTIFYING LANDSCAPE ARCHITECT, ALLOW 48 HOURS NOTICE. 1.5 DELIVERY, STORAGE, AND HANDLING A. PACKAGED MATERIALS DELIVER PACKAGED MATERIALS IN CONTAINERS SHOWING WE IGHT, ANALYSIS, AND NAME OF MANUFACTURER PROTECT MATERIALS FROM DETERIORATION DURING DELIVERING AND WHILE STORED AT SITE. B TREES AND SHRUBS: DO NOT PRUNE TREES AND SHRUBS BEFORE DELIVERY, EXCEPT AS APPROVED BY LANDSCAPE ARCHITECT. PROTECT BARK, BRANCHES, AND ROOT SYSTEMS FROM SUN SCALD, DRYING, SWEATING, WHIPPING, AND OTHER HANDLING AND TYING DAMAGE DO NOT BEND OR BIND-TIE TREES OR SHRUBS IN SUCH A MANNER AS TO DESTROY NATURAL SHAPE. PROVIDE PROTECTIVE COVERING DURING DELIVERY. DO NOT DROP TREES AND SHRUBS DURING DELIVERY. C. DELIVER TREES, SHRUBS, VINES, GROUND COVERS, AND OTHER PLANT MATERIAL AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED AND INSTALL IMMEDIATELY. IF PLANTING IS DELAYED AFTER DELIVERY, SET PLANTING MATERIALS IN SHADE, PROTECT FROM WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS MOIST. I DO NOT REMOVE CONTAINER-GROWN STOCK FROM CONTAINERS BEFORE TIME OF PLANTING. 2. WATER ROOT SYSTEMS OF TREES, SHRUBS AND VINES AND OTHER PLANT MATERIALS STORED ON SITE WITH A FINE-MIST SPRAY. WATER AS OFTEN AS NECESSARY TO MAINTAIN ROOT SYSTEMS IN A MOIST CONDITION. 1.6 PROJECT CONDITIONS A UTILITIES : DETERMINE LOCATION OF ABOVE GRADE AND UNDERGROUND UTILITIES AND PERFORM WORK IN A MANNER WHICH WILL AVOID DAMAGE. HAND EXCAVATE, AS REQUIRED. MAINTAIN GRADE STAKES UNTIL REMOVAL IS MUTUALLY AGREED UPON BY PARTIES CONCERNED. 8 EXCAVATION WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, NOTIFY LANDSCAPE ARCHITECT BEFORE PLANTING. 1.7. COORDINATION AND SCHEDULING A COORDINATE INSTALLATION OF PLANTING MATERIALS DURING NORMAL PLANT ING SEASONS FOR EACH TYPE OF PLANT MATERIAL REQUIRED 1.8 WARRANTY A GENERAL WARRANTY: THE SPECIAL WARRANTY SPECIFIED IN THIS ARTICLE SHALL NOT DEPRIVE THE OWNER OF OTHER RIGHTS THE OWNER MAY HAVE UNDER OTHER PROVISIONS OF THE CONTRACT DOCUMENTS AND SHALL BE IN ADDITION TO, AND RUN CONCURRENT WITH, OTHER WARRANTIES MADE BY THE CONTRACTOR UNDER REQUIREMENTS OF THE CONTRACT DOCUMENTS. B. SPECIAL WARRANTY: WARRANT THE FOLLOWING LIVING PLANTING MATERIALS FOR A PERIOD OF ONE YEAR FOR TREES AND 90 DAYS FOR SHRUBS, GROUNDCOVER AND PLANTS, AFTER DATE OF SUBSTANTIAL COMPLETION, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH, EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE, NEGLECT, OR ABUSE BY OWNER, ABNORMAL WEATHER CONDITIONS UNUSUAL FOR WARRANTY PERIOD, OR INCIDENTS THAT ARE BEYOND CONTRACTOR'S CONTROL. C. REMOVE AND REPLACE DEAD PLANTING MATERIALS IMMEDIATELY UNLESS REQUIRED TO PLANT IN THE SUCCEEDING PLANTING SEASON. D. REPLACE PLANTING MATERIALS THAT ARE MORE THAT 25 PERCENT DEAD OR IN AN UNHEALTHY CONDITION AT END OF WARRANTY PERIOD. 1.9 TREE, SHRUB AND VINE MAINTENANCE A MAINTAIN TREES, SHRUBS AND VINES BY PRUN ING, CULTIVATING, WATERING, WEEDING, FERTILIZING, RESTORING PLANTING SAUCERS, TIGHTENING AND REPAIRING STAKES, AND RESETTING TO PROPER GRADES OR VERTICAL POSITION, AS REQU IRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. RESTORE OR REPLACE DAMAGED TREE WRAPPINGS. MAINTAIN TREES AND SHRUBS FOR THE FOLLOWING PERIOD I. MAINTENANCE PER IOD 3 MONTHS FOLLOWING SUBSTANTIAL COMPLETION. PART 2 -PRODUCTS 2.1 TREE. SHRUB AND VINE MATERIAL A GENERAL FURNISH NURSERY-GROWN TREES AND SHRUBS CONFORMING TO ANSI Z60.I , WITH HEALTHY ROOT SYSTEMS DEVELOPED BY TRANSPLANTING OR ROOT PRUNING. PROVIDE WELL-SHAPED, FULLY-BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFEATS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. 8. GRADE: PROVIDE TREES AND SHRUBS OF SIZES AND GRADES CONFORMING TO ANSI Z60.I FOR TYPE OF TREES AND SHRUBS REQUIRED. TREES AND SHRUBS OF A LARGER SIZE MAY BE USED IF ACCEPTABLE TO ARCHITECT, WITH A PROPORTIONATE INCREASE IN SIZE OF ROOTS OR BALLS. C. LABEL AT LEAST I TREE AND I SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING LEG IBLE DES IGNATION OF BOTANICAL AND COMMON NAME 2.2 SHADE AND FLOWERING TREES A. SHADE TREES: SINGLE-STEM TREES WITH STRAIGHT TRU NK, WELL-BALANCED CROWN, AND INTACT LEADER, OF SIZE INDICATED, CONFORM ING TO ANSI Z60.1 FOR TYPE OF TREES REQU IRED. I. BRANCHING HEIGHT: 112 OF TREE HEIGHT. B. SMALL TREES SMALL UPRIGHT OR SPREADING TYPE, BRANCHED OR PRUNED NATURALLY ACCORDING TO SPECIES ANO TYPE, ANO WITH RELATIONSHIP OF CALIPER, HEIGHT, AND BRANCH ING RECOMMENDED BY ANSI Z60.1, AND STEM FORM AS FOLLOWS: I. FORM: MULTISTEM, CLUMP, WITH 2 OR MORE MAIN STEMS. C. CONTAINER-GROWN TREES WI LL MEET ANSI Z60.I LIMITATIONS FOR CONTAINER STOCK. 2.3 BROADLEAF EVERGREENS A FORM AND SIZE NORMAL-QUALITY, WELL-BALANCED, BROADLEAF EVERGREENS, OF TYPE, HEIGHT, SPREAD, AND SHAPE REQUIRED, CONFORMING TO ANSI Z60. I. 2.4 PLANTS/GROUNDCOVERS A SEED: PROVIDE FRES H, CLEAN, NEW-CROP SEED COMPLYING WITH TOLERANCE FOR PURITY AND GERMINATION ESTABLISHED BY OFFICIAL SEED ANALYSTS OF NORTH AMERICA PROVIDE SEED MIXTURE COMPOSED OF SEED SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS SPECIFIED IN THE "SCHEDULE OF SEED MIXTURES" INDICATED ON PLANS. 8. PROVIDE GROUND COVER PLANTS ESTABLISHED AND WELL ROOTED IN FLAT REMOVABLE CONTAINERS AND WITH NOT LESS THAN THE MINIMUM NUMBER AND LENGTH OF RUNNERS REQUIRED BY ANSI Z60.I FOR THE POT SIZE SHOWN OR LISTED. 2 5 TURF A THE SOD SHALL CONSIST OF LIVE, GROWING, MATURE GRASS AS SPEC IFIED ON THE PLANTING LEGEND OBTAINED FROM A LOCAL REPUTABLE SOD FARM. THE SOD SHALL BE CUT FROM TH E FIELD WITH A MINIMUM OF ONE-HALF INCH OF SOIL THAT COMPLETELY COVERS THE ROOTS OF THE SOD. THE SOD SHALL HAVE A HEALTHY, VIRILE ROOT SYSTEM OF DENSE, THICKLY MATTED ROOTS THROUGHOUT. B. THE SOD SHALL ARRIVE VIGOROUS AND HAVE A LUSH APPEARANCE, UNIFORM TEXTURE AND DARK-GREEN COLOR THROUGHOUT WITH NO DEAD OR DRY EDGES. C THE SOD SHALL BE SUFFICIENTLY DENSE TO BEAR HANDLING AND PLACEMENT WITHOUT TEARING D. THE SOD SHALL BE FREE OF DISEASE AND HARMFUL INSECTS, OBNOXIOUS WEEDS OR OTHER GRASSES AND SHALL NOT CONTAIN ANY OTHER MATTER DELETERIOUS TO ITS GROWTH OR WHICH MIGHT AFFEC T ITS SUBSISTENCE OR HARDINESS WHEN TRANSPLANTED 2.5 SOIL AMENDMENTS A LIME: ASTM C 602, CLASS T, AGRICULTURAL LIMESTONE CONTAINING A MINIMUM 80 PERCENT CALCIUM CARBONATE EQUIVALENT, WITH A MINIMUM 99 PERCENT PASSING A NO. 8 (236 MM) SLEEVE AND A MIN IMUM 75 PERCENT PASSING A NO. 60 (250 MICROMETER) SLEEVE 1 PROVIDE LIME IN THE FORM OF DOLOMITIC LIMESTONE. 8. ALUMINUM SULFATE: COMMERCIAL GRADE, UNADULTERATED. C. SAND CLEAN, WASHED, NATURAL OR MANUFACTURED SAND, FREE OF TOXIC MATERIALS D. PERLITE HORTICULTURAL PERLITE, SOIL AMENDMENT GRADE. E. PEAT HUMUS FINELY DIVIDED OR GRANULAR TEXTURE, WITH A PH RANGE OF 6 TO 7.5, COMPOSED OF PARTIALLY DECOMPOSED MOSS PEAT (OTHER THAN SPHAGNUM), PEAT HUMUS, OR REED-SEDGE PEAT. F. PEAT HUMUS FOR ACID -TOLERANT TREES AND SHRUBS, PROVIDE MOSS PEAT, WITH A PH RANGE OF 3.2 TO 4.5, COARSE FIBROUS TEXTURE, MEDIUM-DIVIDED SPHAGNUM MOSS PEAT OR REED-SEDGE PEAT. G. SAWDUST OR GROUND-BARK HUMUS: DECOMPOSED, NITROGEN-TREATED, OF UNIFORM TEXTURE, FREE OF CHIPS, STONES, STICKS, SOIL, OR TOXIC MATERIALS. I. WHEN SITE TREATED, MIX WITH AT LEAS T 0.15 LB (2.4 KG) OF AMMONIUM NITRATE OR 0.25 LB (4 KG) OF AMMONIUM SULFATE PER CU. Fl (CU. M) OF LOOSE SAWDUST OR GROUND BARK. H MANURE WELL-ROTTED, UN LEACHED STABLE OR CATTLE MANURE CONTAINING NOT MORE THAN 25 PERCENT BY VOLUME OF STRAW, SAWDUST, OR OTHER BEDDING MATERIALS; FRE E OF TOXIC SUBSTANCES, STONES, STICKS , SOIL, WELL SEED, AND MATERIAL HARMFUL TO PLANT GROWTH. L HERBICIDES: EPA REGISTERED AND APPROVED, OF TYPE RECOMMENDED BY MANUFACTURER. J WATER: AS PROVIDED BYLOCAL WATER PURVEYOR 2.6 FERTILIZER A BONEMEAL: COMMERCIAL, RAW, FINELY GROUND; MINIMUM OF 4 PERCENT NITROGEN AND 20 PERCENT PHOSPHORIC ACID. 8 SUPERPHOSPHATE COMMERCIAL, PHOSPHATE MIXTURE, SOLUBLE; MINIMUM OF 20 PERCENT AVAILABLE PHOSPHORIC ACID. C COMMERCIAL FERTILIZER: COMMERCIAL-GRADE COMPLETE FERTILIZER OF NEUTRAL CHARACTER, CONSISTING OF FAST-AND SLOW-RELEASE NITROGEN, 50 PERCENT DERIVED FROM NATURAL ORGANIC SOURCES OR UREA-FORM, PHOSPHOROUS, AND POTASSIUM IN THE FOLLOWING COMPOSITION I. COMPOSITION I LB PER 1000 SQ. FT. (05 KG PER 100 SQ. M) OF ACTUAL NITROGEN, 4 PERCENT PHOSPHOROUS, AND 2 PERCENT POTASSIUM. BY WEIGHT. 2. COM POSITION NITROGEN, PHOSPHOROUS, ANO POTASSIUM IN AMOUNTS RECOMMENDED IN SOIL REPORTS FROM A QUALIFIED SOIL-TESTING AGENCY. D SLOW-RELEASE FERTILIZER: GRANULAR FERTILIZER CONSISTING OF 50 PERCENT WATER-INSOLUBLE NITROGEN, PHOSPHOROUS, AND POTASSIUM IN THE FOLLOWING COMPOSITION: 1 COMPOSITION 5 PERCENT NITROGEN, 10 PERCENT PHOSPHOROUS, AND 5 PERCENT POTASSIUM, BY WEIGHT. 2. COMPOSITION 20 PERCENT NITROGEN, 10 PERCENT PHOSPHOROUS, AND 10 PERCENT POTASSIUM, BY WEIGHT. 3 COMPOSITION NITROGEN, PHOSPHOROUS, ANO POTASSIUM IN AMOUNTS RECOMMENDED IN SOIL REPORTS FROM A QUALIFIED SOIL-TESTING AGENCY. 4. 'AGRIFORM' (OR EQUAL) PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED, LONG-LASTI NG AND SLOW-RELEASE WEIGHTS OF 5, 10, AND 21 GRAMS LISTED IN THE GUARANTEED ANALYSIS. 2.7 MULCHES A. ORGANIC MULCH ORGANIC MUCH, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESS ING OF TREES AND SHRUBS, CONSISTING OF ONE OF THE FOLLOWING I. TYPE GROUND OR SHREDDED BARK. 8. PEAT MULCH: PROVI DE PEAT MOSS IN NATURAL, SHREDDED, OR GRANULATED FORM, OF FINE TEXTURE, WITH A PH RANGE OF 4 TO 6 AND A WATER-ABSOBING CAPACITY OF 1100 TO 2000 PERCENT. C. FIBER MULCH: BIODEGRADABLE DYED-WOOD CELLULOSE-FIBER MULCH, NONTOXIC, FREE OF PLANT GROWTH-OR GERMINATION-INHIBITORS, WITH MAXIMUM MOISTURE CONTENT OF 15 PERCENT AND A PH RANGE OF 4.5 TO 6.5. D. INSTALL 3" DEPTH OF MULCH IN ALL NON-TURF PLANTING AREAS LESS STEEP THAN 3:1. 2 8 MISCELLANEOUS LANDSCAPE MATERIALS A. STAKES I. UPRIGHT STAKES: ROUGH-SAWN, SOUND, NEW HARDWOOD, REDWOOD, OR PRESSURE-PRESERVATIVE-TREATED SOFTWOOD, FREE OF KNOTS, HOLES, CROSS GRAIN, AND OTHER DEFECTS, 2 INCHES DIAMETER BY LENGTH INDICATED, POINTED AT ONE END. 2 HOSE CHAFING GUARD: RE INFORCED RUBBER OR PLASTIC HOSE AT LEAST 112 INCH (13 MM) IN DIAMETER, BLACK, CUT TO LENGTHS REQUIRED TO PROTECT TREE TRUNKS DAMAGE . 8. HERBICIDES AND INSECTICIDES I ALL JOB SITE PESTICIDE APPLICATION SHALL BE MADE BY PERSONNEL CAPABLE OF IDENTIFYING THE PEST SPECIES TO BE CON TROLLED, KNOWLEDGEABLE OF CONTROL TECHNIQUES AND ABLE TO APPLY PESTICIDES AT PRESCRIBED DOSAGES AND RATES OF APPLICATION. AS REQUIRED TO ACHIEVE THE REQUIRED CONTROL UNDER THE JOB SITE CONDITIONS, WITHOUT DANGER TO PEOPLE, PETS, OR OTHER NON-TARGET ANIMALS OR VEGETATION. C ROOT BARRIER I ROOT BARRIERS ARE TO BE USED ON ALL TREES WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT OR LIGHT FIXTURE. USE DEEP ROOT LB-24-2 INTERLOCKING LINEAR BARRIER OF LENGTH AND DEPTH AS INDICATED ON THE DRAWINGS. 0. ARBOR GUARD I INSTALL TREE TRUNK PROTECTOR FOR ALL TREES INSTALLED IN LAWN AREAS . TRUNK PROTECTOR SHALL ENCIRCLE ENTIRE BASE OF TREE TRUNK TO A HEIGHT OF 9" ABOVE FINISH GRADE. TRUNK PROTECTOR SHALL BE MADE OF A HARD PLASTIC MATERIAL TO PREVENT DAMAGE FROM WEED WHIPPERS AND LAWN MOWERS, PROTECTORS SHALL HAVE HOLES TO ALLOW THE TREE TRUNK TO BREATHE AND PREVENT MOLD. E. TREE TIES I. TREE TIES SHALL BE MADE OF BLACK VINYL MATERIAL WHICH AND SHALL CONFORM TO ASTM-D-412 STANDARDS FOR TENSILE AND ELONGATION STRENGTH TIES ARE TO BE SECURED TO TREE STAKE USING A GALVANIZED NAIL PART3 -EXECUTION 31 EXAMINATION A EXAMINE AREAS TO RECE IVE LANDSCAPING FOR COMPLIANCE WITH REQUIREMENTS AND FOR CONDITIONS AFFECTING PERFORMANCE OF WORK OF THIS SECTION. DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 32 WEED ABATEMENT A UPON THE COMPLETION OF THE IRRIGATION SYSTEM AND AFTER All EXISTING WEEDS ANO GROWTH HAVE BEEN REMOVED FROM TH E PLANTING AREA, PERFORM THE FOLLOWING WEED ABATEMENT PROGRAM. WATER ALL AREAS FOUR (4) TIMES DAILY FOR TWENTY-ONE (21) CONSECUTIVE DAYS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE WATERING FOR THREE (3) DAYS. APPLY A NON-SELECTIVE HERBICIDE (ROUND-UP) PER MANUFACTURER'S RECOMMENDATIONS TO ERADICATE THE GERMINATED WEEDS. ALLOW HERBICIDE TO KILL ALL WEEDS. RAKE OR HOE OFF ALL DEAD WEEDS TO A DEPTH OF 114 INCH BELOW THE SURFACE OF THE SOIL. IF PERENNIAL WEEDS OR GRASSES STILL EXIST, REWATER FOUR (4) TIMES DAILY FOR FOURTEEN (1 4) CONSECUTIVE DAYS UNTIL NEW GROWTH APPEARS. REAPPLY A HERBICIDE WITH A DYE INDICATOR REMOVE WEEDS AFTER HERBICIDE HAS HAD SUFFICIENT TIME TO Kill 33 PREPARATION A LAY OUT INDIVIDUAL TREE AND SHRUB LOCATIONS AND AREAS FOR MULTIPLE PLANTINGS. STAKE LOCATIONS , OUTLINE AREAS, AND SECURE ARCHITECT'S ACCEPTANCE BEFORE THE START OF PLANTING WORK MAKE MINOR ADJUSTMENTS AS MAY BE REQUIRED. 3 4 PLANTING SOIL PREPARATION A. MIX SOIL AMENDMENTS AND FERTILIZERS WITH SITE SOIL AT RATES INDICATED. DELAY MIXING FERTILIZER IF PLANTING DOES NOT FOLLOW PLACING OF PLANTING SOIL WITHIN A FEW DAYS. AMENDMENTS WILL BE MODIFIED FROM THOSE NOTED BASED ON SOILS REPORTS PERFORMED BY CONTRACTOR MIN (3). 8. FOR TREE PIT OR TRENCH BACKFILL, MIX PLANTING SOIL BEFORE BACKFILLING AND STOCKPILE AT SITE. C. FOR PLANTING BEDS, MIX PLANTING SOIL EITHER PRIOR TO PLANTING OR APPLY ON SURFACE OF TOPSOIL AND MIX THOROUGHLY BEFORE PLANTING. D. PLANT BACKFILL SHALL BE PER SOIL TEST PERFORMED BY A SOIL TESTING LABORATORY PRE-APPROVED BY THE CITY OF CARLSBAD. THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING a. ORGANIC MATTER CONTENT b N, P, K C. PH d. EC e. SOIL TEXTURE (SILT, SLAY, SAND) f. RECOMMENDATIONS FOR AMENDMENTS, LEACHING AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF CARLSBAD. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS ANO BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. PRODUCTS SPECIFIED BY PRODUCT NAME BY THE SOIL LAB. IN THE RECOMMENDATIONS MAY BE SUBSTITUTED WI TH 'OR EQUAL' PRODUCTS APPROVED BY THE CITY OF CARLSBAD. 3.5 GROUND COVER AND PLANTING BED PREPARATION A LOOSEN SUBGRADE OF PLANTING BED AREAS TO A MINIMUM DEPTH OF 6 INCHES (150 MM) REMOVE STONES LARGER THAN 1-112 INCHES 938 MM) IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATERIALS. 8. SPREAD PLANTING SOIL MIXTURE TO DEPTH REQUIRED TO MEET THICKNESS, GRADES, AND ELEVATIONS SHOWN AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. PLACE SOIL MIXTURE IN TWO (2) LIFTS AND INSURE PROPER COMPACTION OF PLANTING BEDS. C. EACH PLANT SHALL RECEIVE ONE (I) 5 GRAM 'AGRIFORM' (OR EQUAL) PLANT TABLET. 36 EXCAVATION FOR TREES AND SHRUBS A. PITS AND TRENCHES: EXCAVATE WITH VERTICAL SIDES AND WITH BOTTOM OF EXCAVATION SLIGHTLY RAISED AT CENTER TO ASS IST DRAINAGE. LOOSEN HARD SUBSOIL IN BOTTOM OF EXCAVATION. I. CONTAINER-GROWN TREES AND SHRUBS: EXCAVATE TO TWICE CONTAINER WIDTH, AND TO DEPTH OF ROOTBALL IN CONTAINER. I. EXCAVATION AND PLANTING OF TREES SHALL BE COMPLETED PRIOR TO INSTALLATION OF DRAIN LINE. B OBSTRUCTIONS: NOTIFY LANDSCAPE ARCHITECT IF UNEXPECTED ROCK OR OBSTRUCTIONS DETRIMENTAL TO TREES OR SHRUBS ARE ENCOUNTERED IN EXCAVATIONS. I. HARDPAN LAYER DR ILL 6-INCH-(ISO MM-) DIAMETER HOLES INTO FREE-DRAINING STRATA OR TO A DEPTH OF 10 FEET (3M), WHICHEVER IS LESS, AND BACKFILL WITH FREE-DRAINING MATERIAL. C. DRAINAGE: NOTIFY LANDSCAPE ARCHITECT IF SUBSOIL CONDITIONS EVIDENCE UNEXPECTED WATER SEEPAGE OR RETENTION IN TREE OR SHRUB PITS. D. FILL EXCAVATIONS WITH WATER AND ALLOW TO PERCOLATE OUT, BEFORE PLACING SETTING LAYER AND POSITIONING TREES AND SHRUBS. 3.7 PLANTING TREES , SHRUBS AND VINES A SET CONTAINER-GROWN STOCK PLUMB AND IN CENTER OF PIT OR TRENCH WITH TOP OF BALL LEVEL TO ADJACENT FINISH GRADES AS INDICATED. I. CAREFULLY REMOVE CONTAINERS SO AS NOT TO DAMAGE ROOT BALLS. 2. PLACE BACKFILL AROUND BALL IN LAYERS, TAMPING TO SETTLE BACKFILL AND ELIMINATE VOIDS AND AIR POCKETS . WHEN PIT IS APPROXIMATELY 1/2 BACKFILLED, WATER THOROUGHLY BEFORE PLACING REMAINDER OF BACKFILL. REPEAT WATERING UNTIL NO MORE IS ABSORBED. WATER AGAIN AFTER PLACING AND TAMPING FINAL LAYER OF BACKFILL B. DISH AND TAMP TOP OF BACKFILL TO FORM A 3-INCH-(75-MM-) HIGH MOUND AROUND THE RIM OF THE PIT. DO NOT COVER TOP OF ROOT BALL WITH BACKFILL 3.8 TREE, SHRUB ANO VINE PRUNING A PRUNE, THIN, AND SHAPE TREES ANO SHRUBS ACCORDING TO STANDARD HORTICULTURAL PRACTICE. PRUNE TREES TO RETAIN REQUIRED HEIGHT ANO SPREAD. UNLESS OTHERWISE DIRECTED BY ARCHITECT, DO NOT CUT TREE LEADERS; REMOVE ONLY INJURED OR DEAD BRANCHES FROM FLOWERING TREES. PRUNE SHRUBS TO RETAIN NATURAL CHARACTER. SHRUB SIZES INDICATED ARE SIZE AFTER PRUNING. VINES ARE TO BE ALLOWED TO SPREAD/CLIMB AND SHOULD NOT BE PRUNED BACK HEAVILY. 3.9 TREE AND SHRUB STAKING A UPRIGHT STAKING AND TYING STAKE TREES OF 15 GALLON AND LARGER. USE A MINIMUM OF 2 STAKES OF LENGTH REQUIRED TO PENETRATE AT LEAST 24 INCHES BELOW BOTTOM OF BACKFILLED EXCAVATION ANO TO EXTEND AT LEAST 72 INCHES ABOVE GRADE. SET VERTICAL STAKES ANO SPACE TO AVOID PENETRATING BALLS OR ROOT MASSES. SUPPORTTREES WITH 2 STANDS OF TIE WIRE ENCASED IN HOSE SECTIONS AT CONTACT POINTS WITH TREE TRUNK. STAKING AND TYING OF TREE IS NOT INTENDED TO IMMOBILIZE TREE . INSTALL TO ALLOW SLACK IN TIES, AVOIDING RIGID RESTRAINT OF TREE. 3.IO VINE TYING A. STANDARD NURSERY STAKE SHALL BE REMOVED FROM ALL VINES AND THE VINES SHALL BE TRAINED AND FASTENED TO THE WALLS/FENCES AS DIRECTED BY THE LANDSCAPE ARCHITECT. 8. USE STANDARD GREEN PLANT TIE TAPE TO TIE TRAIN VINE TO TRELLIS OR FENCE C. PLANT ANCHOR KITS MAY BE USED ON MASONRY SURFACES. KIT SHALL CONSIST OF ANCHOR CAP , GLUE AND PLANT TIE 3.11 PLANTING PLANTS A SPACE PLANTS AS INDICATED ON DRAWINGS. B. DIG HOLES LARGE ENOUGH TO ALLOW SPREADING OF ROOTS, AND BACKFILL WITH PLANTING SOIL. WORK SOIL AROUND ROOTS TO ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUCER INDENTATION AROUND PLANTS TO HOLD WATER. WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO COVER PLANT CROWNS WITH WET SOIL. 312TURF INSTALLATION A. SOIL PREPARATION I PRIOR TO PLANTING SOD, REMOVE ALL ROCKS AND DEBRIS, ERADICATE AND PHYSICALLY REMOVE ALL VEGETATION AND WEEDS , DEAD OR ALIVE, FROM THE SITE. 2. ROTOTILL OR SPADE THE AREA TO A DEPTH OF 4 TO 6 INCHES. ELIMINATE DRAINAGE PROBLEMS BY HAVING SOIL SLOPE AWAY FROM FOUNDATIONS, ETC. 3. INCORPORATE ORGANIC MATTER (HUMUS, REDWOOD, SAND, ETC.), GYPSUM, LIME AND FERTILIZER AS RECOMMENDED BY AN APPROVED SOILS REPORT TO A DEPTH OF 3 TO 4 INCHES. IN THE DESERT SOUTHWEST, INCORPORATE SOIL AMENDMENTS INTO THE TOP 2 TO 4 INCHES OF THE SOIL PROFILE 4. RAKE AND SMOOTH THE SOIL, REMOVING ROCKS, ROOTS, AND LARGE CLODS. ROLL THE AREA LIGHTLY WITH A LAWN ROLLER 1/3 FULL OF WATER, LEAVING THE GRADE I INCH BELOW FINISH GRADE 5. WATER THE PREPARED AREA TO A DEPTH OF 6 INCHES TO SETTLE SOIL AND PROVIDE A MOIST BASE FOR TURF. B. SODDING I. PRIOR TO PLANTING, THE IRRIGATION SYSTEM SHALL BE TESTED AND FULLY FUNCTIONAL 2. SOD SHALL BE HARVESTED WITHIN 24 HOURS PRIOR TO DELIVERY AND PLANTED WITHIN THREE DAYS AFTER HARVEST. 3. INSTALL SOD IMMEDIATELY UPON DELIVERY. IN HOT WEATHER, PROTECT UN LAID SOD BY PLACING STACKS IN SHADE, COVERING WITH MOIST BURLAP SACKING AND SPRINKLING. 4. BEGIN INSTALLING SOD ALONG THE LONGEST STRAIGHT LI NE, SUCH AS A DRIVEWAY OR SIDEWALK. BUTT AND PUSH EDGES AND ENDS AGAINST EACH OTHER TIGHTLY, WITHOUT STRETCHING. AVOID GAPS OR OVERLAPS. STAGGER THE JOINTS IN EACH ROW IN A BR ICK-LIKE FASHION, USING A LARGE SHARP KNIFE TO TRIM CORNERS, ETC AVOID LEAVING SMALL STRIPS AT OUTER EDGES AS THEY WILL NOT RETAIN MOISTURE ON SLOPES, LAY THE TURF PIECES HORIZONTALLY ACROSS THE SLOPE. ON 2:1 SLOPES OR GREATER, STAKE SOD TO HOLD IN PLACE l'!TH 112'' XI " X 12" PEGS AT TWO-FOOT SPACINGS. TO AVOID CAUSING INDENTATIONS OR AIR POCKETS, AVOID WALKING OR KNEELING ON THE TURF WHILE IT IS BEING INSTALLED OR JUST AFTER WATERING. DO NOT LAY WHOLE LAWN BEFORE WATERING. WHEN A CONVENIENTLY LARGE AREA HAS BEEN SODDED , WATER LIGHTLY TO PREVENT DRYING. 5. AFTER INSTALLING THE TURF. ROLL THE ENTIRE AREA TO IMPROVE TURF-TO-SOIL CONTACT AND REMOVE AIR POCKETS. 6. BEGIN WATERING WITHIN 30 MINUTES OF INSTALLATION. 3.13MULCHING A. MULCH BACKFILLED SURFACES OF PITS, TRENCHES , PLANTED AREAS, AND OTHER AREAS INDICATED. 3" LAYER SHALL BE INSTALLED IN SHRUB AREA WITH GRADE LESS THAN 3:1. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVA L. 3.14CLEANUP AND PROTECTION A DURING LANDSCAPING, KEEP PAVEMENTS CLEAN AND WORK AREA IN AN ORDERLY CONDITION. B. PROTECT LANDSCAPING FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, OPERATIONS BY OTHER CONTRACTORS AND TRADES, AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED LANDSCAPE WORK AS DIRECTED. 3.1SDISPOSAL OF SURPLUS AND WASTE MATERIALS A DISPOSAL REMOVE SURPLUS SOIL AND WASTE MATERIAL, INCLUDING EXCESS SUBSOIL, UNSUITABLE SOIL, TRASH, AND DEBRIS, AND LEGALLY DISPOSE OF IT OFF THE OWNER'S PROPERTY. ENO OF SECTION "AS BUil T" TITLE REVIEWED BY: INSPECTOR DATE DATE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA CARISBAD MUNICIPAL WATER DISTRICT SHEET 50 CITY OF CARLSBAD 59 -PLANNING DIVISION -SHEETS ui >-PLANTING SPECS LP-11 ~ ,s,susM,nAL o,-,s-,o" ,._._11DSCAPt .~1~ 1-----------------+---l----+----------------+-------,f----+---f-----l MARJA ACRES 0 2ND SUBMITTAL ft 5\re• 4A Underground Service Alert :v ... 7. a:: secsu,M,TTAL ,:.:; )· -ii; ~ gm p oN s1TE RESIDENTIAL 0, @ 8 Cal1I: 1 ~ ' . ,,. DEVELOPERS NAME, KB HOME COASTAL INC. - 00 FINAL SUBMITTAL 4, ~<. ~ '!;.' -' ::: <.> ,g ...--»----,(sl"' ADDRESS, 9915 MIRA MESA BLVD. SUITE 100 l---+---1------------------+----+---+----+----I APPROVED A"\ ~ I( ) 0 ROOT BARRIER NOTE: ::; o: , \ v / ~ SAN DIEGO CA 92131 /H --r -r;b5(z:~ W ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, DRAWN MG • ~·~'.:' * 31 16 LIONSHEAD AVENIJc PLANNING V DA TE ;; HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY ~ ,~_,0,-0_,~, ae, ~-SUITE 102 TELEPHONE, 858.877.4267 Z TWO WORKING DAYS BEFORE YOU DIG VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH APPROVED RS '--ae "a.+'"'-· C.ARL5BAD, C,A .::i2010 1--------------------+~=~rc=--+------------------+----+---+---+----1 DRWN BY: MG PROJECT NO. "CAUTION": Remember that the USA Centerootilies OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL ~ ... -......... ./ ""\-+-.V. DA TE PLAN PREPARED: -~05~/~08~/~2~3 _______ DA TE INITIAL DA TE INITIAL DA TE !N1TIAL DRAWING NO. 529-9M w_, onlythoseutiitiesbeloogir,gtothecenter.There ENCIRCLETHEROOTBALL. JOBNO, 18-028·00 O'F c•1.\~cs gmplandanh.Gom REVISION DESCRIPTION LPC2021-0008 oouldbeolherutilitiespresentattheworlrnte.Toe " T 858 558 8'11"1 BY: GMP ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL CHCKD BY: RS CT 1B-0? LLL __________________ l.::"""":::!.:'.:;will;:::;""'.::rn::::yw~cl::wmm~<hey::::::~!·11n:::c,tify!;' ·_;_JL================--------a!'C:!A;!CE _____ _;A~S!SH~O::;;WN~L-....:::::::::~::::....: _ _JL...'...:'.~:::.~.:.:..--_J.'.:,'.;_=:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::......L:::::::::_:_=.:i _________________ .J..'::::::::..::::.:::.:.::.L::.:..:~=:Jc=:..:.:::..:.::. __ _j __ _;~.l!:t:!!L ___ L ____ ...J Landscape Irrigation Water Analysis Maximum Applied Water Allowance (MAWA) Residential: MAWA = (Etol(0.62)[(0.55 x LA)+ ((1-0.45) x SLA)] Eto = 44 Constant= 0.62 LA= 85,089 SLA = 43,868 Maximum Applied Water Allowance= 1,934,870.83 Hydrozone Table for Calculating ETWU Please complete the hydrozone tab!e(s). Use as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Evapotranspiratrion Rate (Eto)' Process Step No. (Below) 1 4 5 7 44 Conversion Factor 2 0.62 (Step 1 x Step 2) 3 27.28 Plant Factor(PF)** {From WUCOLS) (VLW-HW) 0.1-0.8 Area of Hydrozone (sq. ft.) (HA) 4 5 0.30 0.50 18,739 20,402 2,080 Step 4x Step 5) 6 5,621.70 10,201.00 1,040.00 Irrigation Effi ciency (IE)*** 7 0.81 0.81 0.75 (Step 6 / Step 7) 8 6,940.37 12,S93.83 1,386.67 (Total All Step 8 + Total SLA sq. ft . in Step 5) (Step 3 x Step 9) Estimated Total Water Use in gallons per year (ETWU) -total shall not exceed MAWA HYDROZONE LE~ND 9 10 ZONE I: LOW WATER USE lANDSCAPE-RECYCLED WATER [DRIP) LOW WATER USE PLANT MATERIAL IS PROPOSED WITHIN THESE LANDSCAPE AREAS ZONE 2: MODERATE WATER USE LANDSCAPE -RECYCLED WAT ER (DRIP) LOW AND MODERATE WATER USE PLANTS WITHIN THESE LANDSCAPE AREAS ZONE 3 HIGH WATER USE LANDSCAPE-RECYCLED WATER (MP ROTATOR) TURF AREA FOR RECREATIONAL USE AREAS ZONE 4 LOW WATER USE lANDSCAPE-POTABLE WATER (DRIP) LOW WATER USE PLANT MATERIAL IS PROPOSED WITHIN THESE LANDSCAPE AREAS ZONE 5 MODERATE WATER USE LANDSCAPE -POTABLE WATER (DRIP) LOW AND MODERATE WATER USE PLANTS WITHI N THESE LANDSCAPE AREAS ZONE 6 LOW WATER USE lANDSCAPE · RECYCLED WATER (MP ROTATOR) LOW AND MODERATE WATER USE PLANTS WITHIN THESE LANDSCAPE AREAS ZONE 7 MODERATE WATER USE LANDSCAPE-POTABLE WATER (BUBBLERS) 64,788.86 1,767,440.22 TREE BUBBLERS ON THEIR OWN SEPARATE CONTROL VALVES ARE PROPOSED FOR ALL TREES WITH SIMILAR WATER USE REQUIREMENTS. EACH MODE RA TE WATER USE TREE IS CALCULATED TO BE 16 Sf (130 x 16 ° 2.080 SF) ♦ ZONE 8: MODERATE WATER USE LANDSCAPE -RECYCLED WATER (BUBBLERS) TREE BUBBLERS ON THEIR OWN SEPARATE CONTROL VALVES ARE PROPOSED FOR ALL TREES WITH SIMILAR WATER USE REQUIREMENTS. EACH MODERATE WATER USE TREE IS CALCULATED TO BE 16 SF. (50 x 16 ° 800 SF) LANDSCAPE AREAS ZONE ZONE I: LOW WATER USE LANDSCAPE -RW {DRIP) ZONE 2: MODERATE WATER USE LANDSCAPE-RW {DRIP) ZONE 3: LOW WATER USE LANDSCAPE-RW {MP ROTATOR) ZONE 4: LOW WATER USE LANDSCAPE -PlW (DRIP) ZONE 5 MODERATE WATER USE LANDSCAPE-PTW {DRIP) ZONE 6 LOW WATER USE lANDSCAPE-RW {MP ROTATOR) ZONE 7 MODERATE WATER USE LANDSCAPE-PlW {BUBBLER) ZONE 8 MODERATE WATER USE LANDSCAPE -RW {BUBBLER) TOTAL LANDSCAPE AREA SQ. FT. 28.251 3,501 9,590 18,739 20,402 1,726 2,080 800 AREA(%) 33% 4% 11% 22% 24% 2% 3% 1% 85 089 100% Underground Service Alert SLA , ,:. °I r, I /\ i111 I ifil 1 I --:t ;: 4, '1: ;:f;// Zt//'. i/2;,1if/// /1/ 1/ I I u., /, 6 1/ I / If / /{/ I • I " -.'°,✓ I I / ;, j \I , I . ,!/ .......... .. .............. ............. I .... •••••••• ' "'t1>i'<:f. .,".,".,".,".,".,".,".,".,"., ),(, -I •"•···•"•"•"•"•":. ••••••••• -............ . I, / ........ .. I . "'/ , ~ """&i!J"' ;.. .,,~ .. .,,, ~ 1/ ... ,..-C//1/°/ ¾ 30 0 60 120 ~ I 1---1 SCALE: 1"=60'-0" 1-_G --:: J=L CAMINO REAL ~--' -~ ~ . ~ . ____ ;::-:::::::1//, ....-:.,-c;;..--_..,. 180 I =-½ - • I • • C \ 1/ ~' 1/;:::/ ~r- // .. -/; -•. 1/~ I · '7/~0 · /·,-cx,c . 1/ / = %::,....-= o// -,;:,:~-----. y,-- • ,,...,.... -~, "" 1/ ?,- 1/ 1/ "AS BUil T" APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE TITLE REVIEWED BY: INSPECTOR • DATE DATE LOCA Tl ON OF PLANT I NG AREA. 1--,C,...,AR==-clS""B'""'AD=-M,..,,U"'N"'i"'C!=P-cAL::--::W::-:A-=T=ER::-::D:-::IS:::T=R::-:!C=T:-1 SHEET 51 CITY OF CARLSBAD 59 -PLANNING DIVISION SHEETS WATER CONSERVATION PLAN WC-01 1ST SUBMITTAL 02-25-2021 2ND SUBMITTAL OSCA stre.,z, ~~1----------t----t--1-----------t--t---t----t-----1 MARJA ACRES ON-SITE RESIDENTIAL 3RD SUBMITTAL FINAL SUBMITTAL DRAWN MG APPROVED es JOB NO. 18-028-00 SCALE AS SHOWN .., ' <> • -gmp DEVELOPERS NAME, KB HOME COASTAL INC. ADDRESS, 9915 MIRA MESA BLVD. SUITE 100 f----f----+----------------+---+---+---+--~APPROVED ~ 0 w (/) :::, Q'. w I-~ 0 w __J u >-u w Q'. __J <( I-z w 0 (/) w Q'. a, N 0 ' a, ~ -__J <( I-z w 0 (/) w Q'. w I- (/) z 0 ' 0 u -(/) 0 u -I u Q'. <( 0 z <( ...J -D 0 ' a, KEYMAP N 0 ' a, ~ -(/) I-u w , 0 Q'. 0.. ' a, ~ -'. (:) w :, <( z w ...J w_ 479+17.86-24.06 R RECYCLED 2" METER -2" SERVICE L I I I; I \ I ,!,.1 rfees j I I ' I I ,t, t 11 I I 11 I 12+31.11, 25.50 LT~- 1" -'R-C' RECYCLED IRRIGATION SUB-METER ' I I (22 GPM , 138 PSI) 17+30.49, 20.00 RT-- 1" -'R-D' RECYCLED IRRIGATION SUB-METER (22 GPM, 136 PSI). Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG "CAlJTION": Remember that the USA Center notifies only lhooe >Mities belonging lo the center. Thero could be other utilities present at the work site. The center wall infomi you of whom they will notify. ' ' ' ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL ' -~, ' ' A ' ' ' s • • • 1ST SUBMITTAL 2ND SUBMITTAL 3RD SUBMITTAL FINAL SUBMITTAL DRAWN APPROVED JOB NO. SCALE 470+51.28-11.38 RT-~ POTABLE 3" METER-3" BACKFLOW' 10+83.18 470+98.69-23.74 RT-~ RECYCLED 2" METER -2" SEVICE LINE POTABLE 1" METER-1" BACKFLOW' 25+36.98, 29.00 LT 1" -'P-F' POTABLE IRRIGATION SUB-METER (22 GPM, 75 PSI) 02-25-2021 MG RS 18-028-00 AS SHOWN • \'--~ ,\,,---I * OF CA\.\ ' . ' . 29+06.60, 28.99 LT 2" -'R-B' RECYCLED IRRIGATION SUB-METER (75 GPM , 138 PSI) EL CAM INO REAL " r, r, (1 ,, I i ' V V V V • • • C =::---Jt--37+46.39 8" BACKFLOW • • • _J '=1---,---37+31.40 , 24 .00' RT 2" 'R-A' RECYCLED IRRIGATION SUB-METER (75 GPM, 138 PSI) REFER TO SLOPE PLANS DWG 529-9L 35+ 76.55, 21.90 RT 1" -'P-E' POTABLE IRRIGATION SUB-METER (22 GPM, 75 PSI) HYDROZONE LEGEND IRRIGATED BY RECYCLED WATER TOTAL LANDSCAPE AREA: 43,685 SOFT IRRIGATED BY POT ABLE WATER TOTAL LANDSCAPE AREA: 41,404 SQFT "AS BUil T" TITLE REVIEWED BY INSPECTOR DATE DATE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA CARI.BEAD MUNICIPAL WATER DISTRICT 60 30 0 60 120 180 1---+----t-------------------+----+--+--+---I SHEET 52 CITY OF CARLSBAD 59 SCALE: 1 "=60'-0" t ~f-----------+----+-f-----------+-+----+----+---l -PLANNING DIVISION -SHEETS RECYCLED WATER USE PLAN RWU -01 MARJA ACRES ON-SITE RESIDENTIAL gmp DEVELOPERS NAME, KB HOME COASTAL INC. ADDRESS, 9915 MIRA MESA BLVD. SUITE 100 SAN DIEGO CA 92131 t----+----t--------------------+------+---+---+--~APPR0VED 3116 LION5HEAD AVENUE SUITE 102 CARLSBAD, CA '12010 gmp landarc-h .c-om T 858 55B ecill TELEPHONE, 858.877.4267 DATE PLAN PREPARED, ~05~/~08~/~2~3 ______ _ BY, GMP DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PLANNING DRWN 8Y: MG CHCKD BY: RS PROJECT NO. LPC2021-0008 CT 16-07 DRAWING NO. 529-9M GENERAL NOTES 1. THIS PLAN SUP£RS£D£S ALL OTHER PLANS PREVIOUSLY APPROVED BY TH£ CITY OF CARLSBAD REGARDING IMPROV£M£NTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DO£S NOT L£SS£N OR WA/V£ ANY PORTION OF TH£ CARLSBAD MUNICIPAL COD£, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTH£R ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. TH£ £NGIN££R IN R£SPONSIBL£ CHARGE SHALL REVIS£ THESE PLANS WH£N NON-CONFORMANCE IS DISCOV£R£D. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE TH£ DEV£LOPER OR ENGIN££R-0F-WORK FROM R£SPONSIBILITY FOR TH£ CORRECTION OF ERRORS AND OMISSIONS DISCOV£R£D DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO TH£ CITY £NGIN££R FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY £NG/N££R WILL B£ R£QUIR£D FOR ANY WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A C£RTIFICA T£ OF INSURANCE MUST 8£ FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON TH£ P£RMITT££'S POLICY IN TH£ MINIMUM AMOUNT OF $2,000,000.00 FOR £ACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING TH£ POLICY MUST HAVE A RA TING OF "A-" OR 8£TT£R AND A SIZE CATEGORY OF CLASS Vil OR B£TT£R AS £STABLISH£D BY "B£STS" K£Y RA TING GUIDE. 5. NO WORK SHALL 8£ COMM£NC£D UNTIL ALL PERMITS HAV£ B££N OBTAINED FROM TH£ CITY AND OTH£R APPROPRIA T£ AG£NC/£S. 6. R£VISION OF THESE PLANS MAY 8£ REQUIRED IF TH£ PROPOSED IMPROV£M£NTS AR£ NOT CONSTRUCTED PRIOR TO THE DEADLINE DAT£ OF THE IMPROV£M£NT AGR££M£NT 7. NO R[V/SIONS WILL BE MAD[ TO TH£S[ PLANS WITHOUT TH£ WRITTEN APPROVAL OF TH£ CITY £NGIN££R, NOT£D WITHIN TH£ R[V/SION BLOCK, ON TH£ APPROPRIA T[ SH££T OF TH£ PLANS AND TITL£ SH££T 8. ORIGINAL DRAWINGS SHALL B£COM£ TH£ PROPERTY OF TH£ CITY UPON 8£/NG SIGNED BY TH£ CITY £NG!N££R. 9. THE ORIGINAL DRAWING SHALL 8£ R£VIS£D TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER -OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIR£ AND OTH£R EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WH£R£ TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF.· (A) SUMMARY SH£ET, (B) LABORATORY WORK SHEETS AND (C) COMPACT/ON CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL £NGIN£ER OF TH£ STAT£ OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH£ Fl£LD OF APPLIED SOILS MECHANICS. TH£ SOILS REPORT WILL BE SUBMITTED TO THE CITY £NG/NEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. TH£ WRITTEN FIELD COMPACTION REPORT(S) SHALL 8£ IMM£DIAT£L Y SUBMITTED TO TH£ CITY ENGIN£ERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTA TIV£S R£SPONS/8LE FOR CONSTRUCTION INSPECTION SUPER VISION TESTING AND ALL OTHER ASPECTS OF TH£ WORK. THE CONTRACTOR SHALL SCH£DUL£ THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MAD£ BY CALLING THE £NGIN£[RING 24-HOUR INSP[CTION REQUEST LIN£ AT {760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL 8[ MAD£ THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFT£R 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LA T£R. 14. TH£ OWN[R AND/OR APPLICANT THROUGH TH£ DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL 8£ SOLELY R£SPONS/BLE FOR CONFORMING TO ALL LOCAL, STAT£ AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULA T/ONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR COD£ SECTION 6705 BY SUBMITTING A DETAIL PLAN TO TH£ CITY [NG/NE£R AND/OR CONC£RN£D AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTH£R PROVISIONS TO 8£ MAD£ OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE £XCAVA TION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA T/ON THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY TH£ CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO £XCAVA TION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY TH£ CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRA TIV£ COD£ THE PLAN SHALL BE PREPARED BY A R£GIST£R£D ENGINEER AT THE CONTRACTORS £XPENS£. A COPY OF TH£ OSHA £XCAVA TION PERMIT MUST 8£ SUBMITTED TO TH£ INSPECTOR PRIOR TO EXCAVA T/ON. 16. IF ANY ARCHAEOLOGICAL RESOURCES AR£ DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL C£AS£ IMMEDIATELY AND THE PERM/TT[£ WILL NOTIFY TH£ CITY ENGIN££R. OPERATIONS WILL NOT RESTART UNTIL TH£ PERM/TT[[ HAS RECEIVED WRITTEN AUTHORITY FROM TH£ CITY £NG/NEER TO DO SO. 17. ALL OPERA T/ONS CONDUCTED ON THE SIT£ OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OP£RA TION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL 8£ CONDUCTED ON WE£K£NDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SIT£ HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY £NG/NEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRA CTOR SHALL BE R£SPONSIBL £ FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUT£ OR ADJACENT STREETS AS A RESULT OF TH£ GRADING OPERA T/ON. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY £NG/NEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON TH£ CONSTRUCTION PLANS W£R£ OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO TH£ POSSIBL E EXISTENCE OF OTHER UTILITY FAC/LIT/£S OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON TH£ PL ANS. TH£ CONTRACTOR IS R£QUIR£D TO TAK£ DU£ PRECAUTIONARY M£ASUR£S TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER £XISTING FACILITl[S OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILIT/£S (ABOVEGROUND AND UNDERGROUND) WITHIN TH£ PROJECT SIT£ SUFFIC/£NTL Y AHEAD OF THE CONSTRUCTION TO PERMIT THE R£VISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT TH£ ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINA T£ WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (DIG AL£RT) 811 SDG&E (800)411-7343 AT&T (619)237-2787 SPECTRUM CABLE (800)227-2600 COX COMMUNICATIONS (619)262-1122 CITY OF CARLSBAD(STR££TS AND STORM DRAIN) (760)434-2980 CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 23. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" 8£ ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. MARJA ACRES PRIVATE RECYCLED WATER IMPRO VEMENT PLANS WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURT£NANC£S SHALL BE CONSTRUCTED IN ACCORDANCE WITH TH£ "CITY OF CARLSBAD £NG/NE£RING STANDARDS" (LA TEST EDITION) VOLUMES 2 & 3. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM TH£ C.M. W.D. OFFICE AND MUST 8£ SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY £NGIN£ER AND TH£ UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINE£RING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -T£L£PHON£ NO. (760)438-3891. 4. NO TR££S OR STRUCTURES SHALL BE ALLOWED IN THE WA T£R LIN£ £ASEM£NT, ALL EXISTING TRE£S AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL 8£ PROTECTED BY MEANS OF CA THOD/C PROTECT/ON. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRA T£S THAT PROTECTION CAN 8£ PERFORMED IN ANOTHER MANNER, TH£ DISTRICT £NG/NEER WILL CONSIDER AN ALT£RNA TIVE FORM OF PROTECTION. 6. TH£ £XACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MA T£RIALS OF THE FIR£ LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIR£ MARSHAL. 7. ALL POTABLE WATER SERVICES SHALL BE/" AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOT£D ON PLANS). 8. ALL WA T£R MET£R BOXES SHALL BE 17" X 30" X 12" POLYMER CONCR£T£ AS MANUFACTURED BY ARMORCAST OR £QUAL (UNLESS OTHERWISE NOT£D ON PLANS). 9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 F££T. 10. THE TOP OF WATER METER BOXES SHALL B£ FLUSH WITH THE FINISHED SURF ACE GRADE. 11. CONSTRUCTION OF WATER MAINS AND R£CYCL£D WA T£R MAINS SHALL ADHERE TO TH£ "CRITERIA FOR TH£ SEPARATION OF WA T£R MAINS AND SANITARY SEWERS" PUBLISHED BY TH£ STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 D£GR££S TOTAL DEFLECTION P£R COUPLING (2 DEGREES/EACH GASKET). US£ C£RTAINT£ED "VINYL-IRON" H.D. FOR C900. 13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL 8£ REQUIRED. 14. NO CUTTING OF ASBESTOS CEMENT PIP£ (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND TH£ NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STAT/ON. 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH W/0£ PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VALVE STANDS BY M£ANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO IN TERFERE WITH VALV£ NUT OPERA T/ON. RUN TRACER WIR£ CONTINUOUSLY ALONG PIPE AND TERM/NAT£ IN ADJACENT VALV£ BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHER£ BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED £QUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE /NSULA TION FROM DAMAGE DURING INSTALLATION AND BACKFILL/NG. WIR£ INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIR£ WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/P£) INSULATION SPECIF/CALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POL Y£THYL£NE INSULATION SHALL CONFORM TO ASTM D 1248, TYP£ 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND R£PLAC£MENT OF THE £NT/RE WIRE WHICH HAS B£EN DAMAGED WIL L 8£ R£QUIR£D AT THE CONTRACTOR'S EXPENSE. BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.5. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MIL£ NORTHWEST OF CANNON ROAD AND ±50 F££T NORTHWEST OF PAC-8£L L MANHOLE R£CORD£D: FEBRUARY 2 2002 ELEVATION: HORIZONTAL 71. 96 DA TUM: ----~N~G~~~D~2~9~-- COORDINA TES: N 68'02'46" W 2300.98' GRID PT NO. 110 (CLSB-110): N 2000430.401 PT NO. 126 (CLSB-126).· N 2001290.642 I I I [ 6238770.130 E 6236636. 005 WORK TO BE DONE TH£ IMPROVEMEN T WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIR£CT£D BY TH£ CITY £NG/NEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINE£RING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 2020-215 DAT£D NOVEMBER 3 2020. 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GR££N BOOK). 6. SOILS REPORT AND R£COMMENDA TIONS BY NMG GEO TECHNICAL DATED 7/26/2021 . 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CI TY OF CARLSBAD STANDARDS. 8. CALIFORNIA COA STA L COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED 9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY HWL DATED 02/15(2021. WDID NO~. --~9~3~7~C~3295~4~0~7 __ 10. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY HWL DATED 03(10(2021. 11. CALIFORNIA STORM WA T£R QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SIT£ BMP MANUAL. LEGEND DESCRIPTION DWG.NO . SYMBOL SUBDIVISION BOUNDARY . RIGHT-OF-WAY LINE. CENTER LINE .----fi'_- LOT LINE EASEMENT LINE PROPOSED PVC DOMESTIC WATER MAIN PROPOSED 4" PVC RECLAIMED WATER MAIN .. PROPOSED 8" PVC FIRE WATER MAIN. PROPOSED 2" AIR/VAC **W-2 **W-11 . **** PROPOSED 6" BLOWOFF . PROPOSED 8" GATE VALVE (FLxPJ). THRUST BLOCK. . .**W-15 **** . **W-21. ****- ** W-19 .***1'. 8" FIRE SERVICE DDCV . FIRE HYDRANT ASSY WITH MARKER .**W-17, W-181'***- STRffT LIGHT (5,500 LUMEN) GE EVOLVE LED. E-1_ **** ALL STANDARD DRAWINGS AR£ SAND D/£GO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE: * CITY OF CARLSBAD STANDARD ----R/W- ---'i.- -----fi'_- --w-- --RW-- --FW-- a-N-----j .0---~ --0--- .----f -~ ~-, 0-------U *' CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING *'* SDRSD AS MODIFIED BY CITY OF CARLSBAD **** FOR REFERENCE ONLY TITLE ~-------------; REVIEWED BY: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE INSPECTOR "AS BUil T" DATE DATE LOCATION OF PLANT I NG AREA. 1--C,-A~R-LS_B_A_D-MU-,N""1,.,.c""1P,-A7L--,W"'"A,-,cT,::E,::-R--,D:--::IS=T=Rc:-I c"'T:-1 SHEET CITY OF CARLSBAD 59 53 -PLANNING DIVISION -SHEETS TITLE SHEET MARJA ACRES ON-SITE RESIDENTIAL HOWES I WEILER I LANDY PLANNING & ENGINEERING <---+---+------------------+----+---+---+---' APPROVED ~ iJI' < ) Knowwhat's below. Call before you dig. Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 /I\ DATE INITIAL ENGINEER OF WORK REVISION DESCRI PTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PLANNING V DRWN BY ML CHCKD BY DY PROJECT NO. LPC2021-0008 CT 16-07 DRAWI NG NO. 529-9M SOUTH R/W ' ' I ' I ' ' I (20') 2% -- L :.J (73') (44') (2%) . -/ ' ' ' / - 18' 6.6' EX. 4" GAS (R/W -136') 10 ( 6 ') Ci. (53') I ( 18' MEDIAN) I I I --~-1-tJ . ' ' , /' . ' I 4.5'MIN 5.9' 9.3' 8.7' 3.8' (63') (53') ( 44') [l . ········ ......... , ., -----------· '''"·· -------.. ,.._, ______ , -------..... _,. .. _ w,, /,, ' ' / / / / 11.6' 9.4' 11' (2%) ,,.,,,,,, ________ ,, ___ ·• --..... _ ... , ... , ..... ,, , / ' 5' 7' 17'MIN ( 7 O') (2%) I I NORTH R/W ' I ' I ' ' I : ' '];-\ I I EX. 8" ABS SEWER EX. 72" EX. 18" EX. 16" EX. CATV EX. 20" PVC RW PVC WATER RCP SD FUEL LIN E EX. 72"ACP EFFLUEN T LINE EX.48" RCP SD EX. 36" D.I.P. WA TE R EXIST. STREET SECTION AT EL CAMINO REAL FROM STA. 472+76.43 TO STA. 484+98 .80 EX. MCD TELEP HONE LINE SOUTH R/W <1 ( 1 o') (2%) - EX. 70" FUEL LIN E (63') (44') EX. 4" GAS (2%) EX. 20" PVC RW SCALE ~ NTS (R/W -126') (78' MEDIAN) EX. 4" GAS EX. 12" PVC WATER EX. ABND 20" PVC WATER EX. 16" FUEL LINE EX. 36" (63') (44') (2%) EX. 12" EFFLUEN T LINE 0.1.P. WATER - (1 O') (2%) NORTH R/W I I EX.48" RCP SD EXIST. STREET SECTION AT EL CAMINO REAL FROM STA. 466+00.00 TO STA. 470+36.56 EX. MCD TELEP HONE LI NE EX. CATV LOT LINE 35' 1 o· 27' 4.5' 5.0' <·, 2 % 2% - Ci. I 70' PRIVA TE STR EET I 8' MEDIAN 35' 27' 1 o· SCALE ~ NTS LOT LINE 5.0' 4.5' - 6" MIN. 1 3 5' (TYP) --~i ~ :1-1-, ------_7_'_ --r ----M j N ·. ------------r::::5·::::"-~-:Pt,RIOP'P✓CO:SECD~P}(Rl)V AWTAEITT 4" AC PAVEM ENT I ,,._ 4" PVC C-900 WATER 12" BASE COURSE PROP. SUB-GRADE PER DWG 529-9A PROPOSED PRIVATE 4" PVC CL-900 RW PROPOSED PRIVATE 6' s" PVC SD~Ei 5 5ii~~~ GARDEN HILL LOOP 6 PER 529-9B PROPOSED PRIVATE 8" PVC C-900 FIRE WATER PROPOSED PRIVATE 4" PVC C-900 WA TER PER 529-98 PROPOSED PRIVATE ENTRY STREET WEST FROM STA. 11+00.00 TO STA. 12+50 LOT LINE 1 o· 4.5' 5.0' 2% 4" AC PAVEMENT (SEE STREET NOTE 1) 12" BASE COURSE (SEE STREET NOTE 1 PROP. PRIVATE 4" PVC C-900 RECLAIMED WATER PROP. SUB-GRADE PER DWG 529-9A 34' 20' 2% 17' NO PARKING SCALE ~ NTS Ci. I 68' PR IVATE STREET 8' MEDIA N s' LOT LINE 34' 20' 1 o· 17' 5' 4 .5' 'k ·' 2% 6" MIN. (TYP) PROPOSED PRIVATE 4" PVC C-900 WATER PRO POSE D PR IVATE 8" PVC C-900 FIR E WATER PROPO SED PRIVATE GARDEN HILL LOOP 8" PVC SOR SEWER PROPOSED PRIVATE ENTRY STREET EAST FROM STA. 35+57.05 TO STA. 38+00.00 NO PARKING ,-----------------------.., SCALE -NTS NOTES 1. 5[[ OFF-SIT[ IMPROVfM[NT PLAN DWG. NO. 529-9 FOR IMPROVEMENTS WITHIN TH[ EL CAMINO R[AL RIGHT-OF-WAY 2. EXISTING GRADE/FINISH GRADE SHOWN IN PROFILE PER ROUGH GRADING PLAN DWG NO. 529-9A NOTE LOT LINE 29' 1 o· 7' 4_5, 5 _0 , PARKING 2% -,:.-, . .o~•-,,- r 58' PRI VATE STREET LOT LINE ' 29' 12' 12' 7' 10' PARKIN G 5 _0, 4_5, 2% 2% 2% '];,\ -- -~~~~"'=t4.5' ------4" AC PAVEMENT MIN. 6" MIN. (TYP) (SEE STREET NOTE 1) 9' PROPOSED PRIVATE 4" PVC C-900 WATER 12" BASE COURSE (SEE STREET NOTE 1) PROP. SUB-GRADE PER DWG 529-9A STORM DRAIN PROPOSED PRIVATE 4" PVC CL-900 RW 17' PROPOSED PRIVATE 8" PVC C-900 FIRE WATER PROPO SED PRIVATE 8" PVC SDR-35 SEWER GARDEN HILL LOOP PROPOSED 58' PRIVATE STREET FROM STA. 23+54.28 TO STA. 34+62.83 LOT LINE 28' 8' 7' PARKING PARKING ON BOTH SIDES SCALE~ NTS ii. I 56' PRIVATE STREET 12' 12' I 1 ' r 2% 2% -- 28' 7' PARK ING LOT L!NE 1 O' 5.0' 4.5' 2% 6" MIN. (TYP) 8" PVC SDR -35 SEWER PROPOSE D PRIVATE 4" PVC C-900 RECLAIMED WATER GARDEN HILL LOOP PROPOSED 56' PRIVATE STREET FROM STA. 17+17.95 TO STA. 22+46.80 PARKING ON BOTH SIDES SCALE -NTS BENCHMARK CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING DESCRIPTION: PT. NO. 110(CLSB-110) RECORD OF SURVEY NO. 17271 Know what's below. Call before you dig. HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 UTILITIES IN THE Fl[LO PRIOR TO CONSTRUCTION. NO TE!! ELECTRONIC DATA FILES ARE FOR R[FER[NC[ ONLY AR[ NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: 71.96 DA TUM: NGVD 29 h 7' 11/l!::t.~""--11-e' ~~~1 I I ' l . . LEGEND SHEET# 0 0 ' KEY MAP SCALE ~ 1"~100' []KJ SHEET FRAME · · _1 _1 "AS BUil T" TITLE DATE ~-----------t REVIEWED BY: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA SHEET 54 INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD 59 -PLANNING DIVISION -SHEETS KEY MAP, STREET SECTIONS PLANN ING MARJA ACRES ON-SITE RESIDENTIAL 1----J--___.j~'----------------+-;;-;-c;:;c-i-;;=~~=-t,wm;,,JDRWN BY: ML DATE INITIAL DATE INITIAL DATE INlll AL PROJEC T NO. LPC2021-0008 CT 16-07 DRAWIN G NO. 529-9M ENGINEER OF WORK RE VISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKO BY: DY NOTES 1. SEE OFF-SITE IMPROVEMENT PLAN DWG. NO. 529-9 FOR IMPROVEMENTS WITHIN THE EL CAMINO REAL RIGHT-OF-WAY 2. EXISTING GRADE/FINISH GRAD[ SHOWN IN PROFILE PER ROUGH GRADING PLAN DWG NO. 529-9A Know what's below . Call before you dig. HOWES I WEILER I LAND Y PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC GATA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. 50.00' VC r--o PVl=64.40 r--o t'1 o:i r-, en r....: ...:. @12+32.37 r--: ~ >---------+------------+---------------+0='°~1,G1+c-cj1 Q.-00%, in IQ_---+---------< N G2=2.00% N 70--f-------+-- LEFT TC ----+-- 13 CL 60-+--- ----50 40 RIGHT TC ----50--f-------+-----FDR REFERENCE ONLY--++--------- SE[ DWG ;;29-9 FOR CUF:B RITUllN l'ROl'ILE Ot!l6.94 PCR ---52.54 IC 10,Q' "' 12+00 a G:' "'a, 6 :4 Ji Qi ""i;J a, "'if 4 4"' ' "' PLAN -GARDEN HILL LOOP (PRIVATE STREET 'A' PER TM) SCALE: 1 "=40' ,WF·lttt-- SCALE: HORIZ. 1 "=40' VERT. J "=8' --+-70 LEFT TC --+-60 70 ----+-60 CL 50 ----7 RIGHT TC ----+-60 13+00 RIGHT PLAN VIEW NOTE.- (1) 0 RECLAIMED WATER DATA (PRIVATE) NO. DELTA/BRG RADIUS LENGTH REMARKS 1 S16"24'49''W 91.89' 4" PVC, C-900 2 J=15'52'17" 227.37' 62.98' 4" PVC, C-900 3 S02'16'19"W 64.07' 4" PVC, C-900 45 S73'35'11"E 25.63' 4" PVC, C-900 TOP OF 4" R/W SAME AS TOP OF 8" FIREWATER APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA SHEET 55 "AS BUILT" TITLE DATE REVIEWED BY INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD 59 -PLANNING DIVISION -SHEETS t----t----t-------------------+-----t-----+------t-----i RECLA!MEDWATERIMPROVEMENTS BENCHMARK DESCRIPTION: PT. NO. 110/CLSB-110) R[CORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: 71.96 DA TUM: NGVD 29 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL MARJA ACRES ON-SITE RESIDENTIAL PLANNING DRWN BY: ML CHCKD BY: DY PROJECT NO. LPC2021-0008 CT 16-07 5/,r;/2,-,, DATE DRAWING NO. 529-9M ~ :::, ()~ 0)" -::r -m CT -c "' en o' 0-iil CD '< 0 -- g ~ 0.. cc· "UI ~~s;o ~~z ~ 5~z m ~fri ~z cn ;:o :::O~G)-•►N < g;~~QO < _Ei ~ m m o m-nz r ~~~G)m .. - '© I ~ N (/) -.J -;:a s--1 ~z-0~co m r =i ~m ► m r-.i;:a z N N-I ~~z o G)-< 6[2J< OJ n, C) n, 0 ;iJ C: 0 < ~ ~ C) --, ::j ::c; -...J n, ,,. r-r1 u, 0' , I C: 0 ;::;:1 ~~'.I VO•- 71 CJ·- 0 ,,. Z§ "'i: :r: .,, ~re -n, ~ U) < ,,. i: "' ~ n, 0 2l "' :,0 ;;; :,0 "' q ""' 0 :,0 ~ S2 U) ~ §a~ ;;; ~ -<-< ,,. 0 "' 0 n, <;e '"0 :;2 -, 't -, n, 0 :::iM p:, "' C) 'ii " -< ?::.! :t Sil n, -, n, o;;:: 0 0 0-, <~ U) 0 ;iJ 0 C: ,,. 0 " 0 " < 0 ~~ \;: U) " < c;, ~srf'j,;. 0 ·4,,,0 I..< ,<:) :s ~ 0 ~ "i -~ ~ 2g :;o ~ n<,.'... . ~ ~"r-= -"~ ::;; .!.:, ~- n, "' ~ n, n, 0 ~ ~ " C) 0 8 < . .,, " n, ,-. a, CD ct; 0, i: "' -< ·"' "' 0 C) 0 :,,. N c' ,:: < c;, 9] ~ '.'1).., . . * ~ 0 i? " §1 H--H--z ~ (J) S'._ < :=: O N O ~~~~ --, rr, rr, c:. <::::c';s:: §so-i~ ~ :ti (/) ---I ::t ::;:i ::c: '<:C ...,_ 0 {/) r?i ~ C: :i; {/) ~ r-~ -i--,ou OoS88 .,, '" 0 . ~0716 -,,. ~ C) to n, trj l'l z '!! (") " :,: 6~ < ~ U)" ~ :-1 ;;; < -< C) < -o~ ' 0 ~ -0 "~ N V, " a, _, ---2. < "' -C) -U) :-1 C)rr,S::n-ir-r; :U~-Un,,.I )> V, C'J ( A CJ:::JQ~VJ "' < ;;; '" G) G) S:: I UG'"JS2!c2 .--:::o M ):,. ),.. (/2 < ~ ~ 0 ~ ~ "ti ~ 2J :t :::ti G'":lz_o ::::ui<n'l 0 .:r: ::-, s:: . G) ::t rr, (J) :::a ni < 1-0 ):,. rri -l '° i:::i r--\) I n, ~ (0 UJ O b ):,. :r:: §: < 0 -C) ~ 6 ~ -:,0 . < n, < LJ ~ p :,0 0 "' '" 2J C) ~ r :C I n, -, I co " 0 ni 71 (j :,o I ct; 2; ~ C: -< "t ~ "U ;o i; ~ \I ,ZCD;,~.,. ; :~'"':\, .... "<'·,' . . ~~-II ~ ... ~"~~~- ~.i~j.._1,--._i;,,i,. -t+-M ·~ {:'. ;,_',\ M u 3 · . v; ,t;?, -,,...._ -M-1--<~ I ~----,'L i 11 r'. -r ··.---• -~~-• ·'-. •I j ....__ 's-. s Jr ec--..._,.& I I --rr / : ~~-I _,.!__ & ll Ji ;; ,·. t :TCHLINE SEE \!'f 0 • '\""--? SHEET 55 ----,#,1,,111,.;1',4,,,+ 0 ~l,i,j' .... -~~~ 16+04.IJ. 18.00" RT 1 o' 0 o,, 16+00.23, 18.00 LT g15K~ = 16+35.87, 18.00" RT 66.58 TC PCR l 16 01.39 SI\R MAIN 1 I ,·. 12+95.84 SWR MAIN 6 I :.' SWR MH NO. 4 16+55.58, 34.64' RT "' 16+59 88, 21.00 LT 66.78 TC PCR ... CO PER DWG NO 529-9A - !.Ft 1 1 I 16i67.94 BC, CL 7 ;,, I, 16+87.37, 24.37" RT CO PER OWG NO 529-i/A 16+74.62, 11.00 LT 16+88.oo. 36.59' Rf I a·· Tff w/TB 66.69 TC PCR c.;/ Iii ~I -16+79.64. 14.00 LT / 'j :,1 ;!; -i-. 10" WATER SERVICE 17+0795. 18.00' RT _,--+---I. Ill I 0 11 ~ 68. 63 TC PCR ,,,-,..---i -1 I 7' I I I 17+18.15, 20.00' RT lier: ~ 1 t - 17+30.~. 20.00· RT ·-1,1 I 11' +I' 1 • .-, ) RECYCLED IRRIG SUBMETER. Ill , I / SEE LANDSCAPE PLANS 8' 20' 18' 10' (22 GPM, 136 PSI) 55' ' I -.¼ ~ ,, 17+96.69 BC C --j I I I ""CJ ~ z I 1'1 17+96.17, 18.00 LT II ;_!; 3 BC 18+07.32 I O I ~' \ SWR MH NO. 5 en I .\. . ~/1, -~,~ • ' 9,\ 529-9" ~~ WG t40 1 \.'\ cO p£:3~, 1200 ~9-Rl , 18+2 . Q\ s. 1~' ~-\0~ ·l' 'Its 9~ ,L ·\ ,,i y, 6,~' \\)\_ ¾, -<;,~ /''\:, 6' ;c ' ' • '}.0--,; "''v< -9 ~~. ,~,-~ / --<;,{fa 0 I I -...J 0 ::D ~ (i I I ~ ~ gi p ~ SEE SHEET 55 I ~ I I TOP OF PVT 15+40.76 75.26 TC I I 8" PVC FW I INSTALL 5•• go· BEND I TOP OF PVT 4•• 59.68 TOP PVC R/W & 15+47.37 I a·· Pvc FW INSTALL 4•• 90" BENO 1~5 56.42 1· ·1 6\.66 TOP 65 59 50.80 IE I I I • , 15+62.49 SMH NO. 3 I · x-65.64 RIM j 10.20 51.oo IE I I II 1 \5+ 5.00 INSTALL 4'' 90' BEND I i Ii --65.7 I gi ~ I ~ r m :!j (i ~ I 60.49 TOP I I 1, 6 o I ~ 15+94'70 SD XING '-~-° 0 0) . ~ a!J: I§ 16+00.2] PCR 66.06 T• + 16+ 10.00 \2" HOPE 56.84 FL ' 16+ 0.00 0 66.I 5BVC 16 10.00 Im <0 / \ 66.L BVC 16 09.18 0 en_. @ ~ o 1_13±j11J,{)O / 66:i'js B~c \ 6+ \ o.~o m<;: 66.\5 olui 0 I I I I 66.12 ' :;; :,2 16+25.oo g;I~; 1 n I 16+25.oo I I 16+f25.oo I ~- cj ~ 66. 4 0 ~ ;;si S3 :-1716+40.00 GB \ 66. 2 S ~ 66. 4 ~ ~ " 11 62.22 TOP I'-' I I I 11 11 \ 11 11 0 \ ..... m "1-..... oi m XI C) 01 <.O 2' DEFL. I I I O 0 <.D • OJ co 66116 1 161-sa.oo ~ s 6 s1.73 1E I r I , , 16 sa.oo 16 +51_39 sMH No. 4 -~:::] 6 Ii._ 15 so.oo ~ s ~ \ 66 82 I :.C,@ o 51 _93 IE I \ \ uc ov 66_.84 RIM I I 0 @ o_ \ 66 82 d@"' I I V '"i'i I i~i I / I I 16 + 75. o I I V'" i'i I \ 'ii1'" i'i I 1 + 75.00 "/;; ~ I ' / 67.49 i 6 /;; 1 1 + 75.00 "/;; . I I 8 en I I \ 16+79.M I O :': I \ 5 50 ~ Y' I \ 6 ·51 I -'8 16 +72.12 SD XING 4• PVC 1EE W/iB, I "'en \ · 078 :::::j I 18" HOPE 58.39 FL I I I 2 GV"' 2" BO EVC 16 9918 \ E"" 16 99 0' + , 1 EVC \ 7 00.00 I I 1 1 • + . I o 1 68.40 1 , , 1 u 11+00.10 68.36 1\ 11+00. o 68. ,9 o , 1 ~ ToPoFPvr4" w 1 1 s;;: 1 68.40 11 68.40 PVC R/W & 17+20.00 GB I ii, . · 11+25. o 8 .. Pvc Fw 63_34 TOP 1 I ,., eo 11+25. o 1 1 I 11+25.vo 69.40 I 1· II ' I I ' z 69)!-TOP OF PVT I \1 69.40 I I \ \ / 4•• PVC WA TERI i ~ / / 1 1 / 17+5 .oo I 11+5~.oo lM9 -I y t70 39 I I \t70 4Q -11)15 oo I I ~"'_;, ~ I )1 \i '.;& 17~75 oo I I I \'.;& 11)15 oo I 71 0 / •o~ c"' I 17+80.00\GB • 71 _,g 17 96.17 BC 1 71 _ 0 I 17+96. 7 BC c;. 9, -~ 67.68 TOR v. 72. 5 TC \ 17+96. 7 BC ~ ~ Ji +00.00 I fl I c:/ 72.39 Ji +00.00 I I I ~ ~ 72.25 C 0.5" DEF . \ I 18+00. O 72.25 C 0 7 .40 ' vL05 IE I 18+07.32 SMH NO. 5 7 .40 1 1 1 0 ' ' I I I 61.26 IE I \ ' 72.68 RIM '1 \ I BV 18+25.( I ~m, cC I I I BV 18+24. 6 \-· 73.41:. .·,\-9.~ \ ,, 1s+25oo 1 1 I 73-7 I Bvt 18+25.(lo C s k ':-7' :;,:i ~ , ~ 73.39 1 1 s ~ . 18+50. 0 ! ~ \ 62.19 IE, I I >" 18+50. 018+52.71 SMH NO. 6 !I."., 74.35 §s ~ i', \ \: I 14.34 74.44 RIM 81~ ~ · 18+63.8' EC 1 -~ O \62.39 I~ I \ ' _6'<! -....i 0 ' 74.83 T" 18+7 .00 f3 : \ I c5 ~ \ \ -I>-"~~ 18 63.86 EC R;I~ :- "1J 75_20 ~ ~ 0 1 . en t \ \ u 18+ 5.oo 74.33 TC ~ ~ o "Tl I '" \ \ "' ~ ~ -< 0 I 75 O I '" m ;u -...J ----1 0 urN<.O n" · w:!'" (0 ~ 0 ~ @ O)~ ~ ~ 0 . ~ tl:::-i: u 19tt00.00 I I ~lg; + .,, 1 +00.0Q I I -...J G) ~ 9 :t,. < / 7~ m---i --1 0 -7 .96 ._ I~ • \ \, ~ ~, I ~ ~ 8 f7i 76.Q9 18+50.$0 74.35 18+63.86 IEC 4.83 TC 18+ 7$.00 .. 75.20 II 19j.oooo "TV 7~Ji m~ ~ en . m Oo 0 • 0 "o_ ~~ri c:J :3; ~o 0 76111 i§ "' co 0 < [2J (/) I < a, COOol ~<:r:,.~ r--:u ~ a S::O<r-b.)>.OU) < CJ :::0. ::r: ),,. rri 0) Q < ):,. i'-0 ~ ~ 'i\ VJ -j nm /'c en ~ ;rj G) )> ;;a 0 m z '&'><ro, ~ -0 ,,. r o r 76. 1 ,., '° " I ~"' \ ,., n --, ~ ~ 1 I 19 25.00 \ N~ ~ u:i 19 25.00 · V)m ~ . m N \~ \9125 00 0 76. 6 ~ G) I 76. 6svc 1 +35.oo \]\ ~ ~ I~ I 76. 6 ! svc \9+b368 rii 6 ~ 76.94 I 63.15 IE \ "' -i I i 19+48.43 SMH No. 7 ul1 6.9o I . . ·1 ~ 2, ,,.._, \ +50.00 '' 8; i'l 77.34 RIM I 1 +50.00 vc 19+~5.00 6.94 ~ z C, 0 z ,, ' -r--_. n, ~ v; ' + o~ N 0 0 + 0 m 0 N ~ 0 Ul 0 )> ' '" II + 0 ~ M I ~ ~ z I " =J 0 ,, ~ r ~ [;;,> -m _f~ a_~ :r: -u r m, ;o r -j 0 s:: 0 ~ ""CJ ' I ;;: :_ '.::: O 19 63.45 EC 7 ·31 0 ~ I 63-35 /Eor:.. b ~ n ~-11c:--.... 19+5 .oo I "l ~ I 7 ·31 19+6$45 BC 10 ~ I -II:, II:, ~ 77 57 TC -11111 1 P; ~ G) :;:i ~ l \ 77-31 19 +63145 EC II II ,-----77.57 TC 11 11 I < eo~ .-i::,,. I -1 P+75.00 ~ ~ g ~r '; ~ l O 1 +75.00 77.57 11TC ~ ~ _. 1H 75.00 ~ ~ _,. / a O -...J (.,J M :.-. c.o (.,J o -....,1 (.,J o ;-0:~5111 ft-,,,._,. 'i ~ ~ 1J 1 7.73 ~ N q:, 63.59 IE · . 7.72 19+85.12 SMH NO. 56 ~ 0 6 \ 1 7.73 I ~ N 6 Su,;:;OQa J' Su,,_ I O 0@ 'P-1 77.80 RIM 0 @ C>. 0@ C>. .,,,, ,,, v ... ,,, ,, N> r '" N -63 79 1E o ~ U I ii N -N -fy ,,,s1f? ,,,;_ O o+oo oo 11 <.O ;; • I -:.. , o+oo.oo ii' <.O ~ o+oo oo 11 <.D o O ,;: 7.91 ,, = 8; 63 97 1 1~r ' 4 I · 20+\3.24 SMH NO. 8 ~ °" 7.9\ = 8; • lg O Q -, 20+15.5 EC;:j o · · .., 77 93 RI M c/4 m I I 20+1 .55 EC ;:j o ;9 " ..,... 77.89 Tc " o , I . 20+15.55 Ee "' r 77.s Tc O a co ""CJ I 'ii 0+25.oo 64.y IE I ~ I \ I o+25.00 I 77.87 c I I 0+25.00 a, I 7,<!4;c 2 +35 oo I I I I 7.80 Eve 2o+B3 68 1 , , 7.84 19,; CA/MINT LANE ~ · lo BS:12, , SEWER MAIN 7 77.74 I I 20+42.81 177.72 . . si;0ooo 2J+5o.oo I I bo+49.78 GB 2 +50.00 FH ASS~MBLY I I ~ I M!f NQ 56 ~H~'.'if.~(° 19+63.45, 18.00 u I I 7 .56 111 73 ;ro~ L,Y ..._:--....c--717.53 2b+49 .78 I ~ I VC 20+~5.00 (74 I 19 B BC 20+49.78 GB I ,__ 2·· MAR I i + 9-50. 3.49' R 73 73 TOP M-10A T I SEWER MAIN 5 2 +75.00 1· DEF. : I 2 +75.00 I i 2 +75.00 I I 7 .27 ' I' I I I 71 .24 I I! 7 .27 I -, 20+15.55. 20.00· RT 20+15.55. 18.00 LT I\:> I I I @ :Jl 'i5 EC • " EC + 21 00.00 , _ I / 21 •00.00 R '15 21 00.00 ~ 20+13.24• 0.07 RT= . 20 ~21.24 CALENDULA LANEO 76 98 "' 'N I 76 95 < o 76 98 ~ I I 10+0000 SI\R MAIN 5 • . CL 24 DWY O iv Cf) 'c, I I M f(1 n, SWR MH NO. 8 1 i;:1~' E' 0 I I ~ :'.] 20+15.55 [C · 20+42.81, II.OO LT I 21 25.00 I I ~ \;J ',; I [ / n 0s 21 25.00 < C) I 21 25.00 0 / 76.69 1· 11 '.;:' cc 76.66 n, s:: 76. 9 C: 20+26.24, 11.00 LT J I 6' I INSTALL rH w TB I I I ,.... <;J '° I ~ I I I a: ·· ··.. I .. _~a/ z , 8 X8 X6 TEE II "' ;I! I 21 50.00 TOP OF P VT 4 I ' 21 50.00 21 0.00 I ' 4" PVC TEE . 3. 8 P VC FW I I . I . 4' -j-1 I \ I IC' I I ::<o ~-: * 21+ s.oo I I 1 ~ ' 2\+v5 oo I I ~oo ,_11 8 I , I 76 .1 I I 1 1 / ,', 76 q8 /= 76.1 I I\:) I I I I m 122+00.o ;~ :: ~ 22+ 0.00 I I I ~ 75.79 "22+$0.00 ,1 II ~ ·I O I I I I I I ' 75. 72 RIM I I I I Al Cl < Ul 0 z 150' EASEMENT TO SDG&E PER DEED REC. JUN[ 1. 1953 IN BOOK 4874, PAGE 143 AND 148 OR. : 11 I '11 ,~ ~~;15 ~g 22+·s.oo I I 22+45.o nl 22+25.oo ' I ~2+ 5.oo I -11 1 I I 1· '\ 75 .5 i I 75.27 F:i '-.. 75.51 22+45.00 I 75 .5 I , 11 ,I • , i I '\ 22~46.80 PC I I I ! I '-._ 75 2~ TC "-. i ~ 8 20 18 10 75.26 TC 1 JI 55' I I I I I I -I ~ 8" SWR LATERAL@ J.15% MATCHLINE STA. 22+45.00 0 Cl Ul () Al u --, 0 z S 0 I P ~ ~ ; ~~:~~-+-~-+-+-t-~-+-f-~--t-t~~;~~-;~7 .,, -~ z ~ ~ r Z ► )> O o Z -u ~ r O -a ,, ,, r r -I C -a ::0 -orO n o ca ,, " ;;I ,, .,, ri1t-t-t-t--t-t--+-~J-LJ_J .,, "' - 0 " < =J ,, ,, o-►< z Zz m OGl --,o "Tl ""O z "Tl -u~GlO t; 0 0 ;u z (/) z ;u -Im' ;o r ' I "' 7J "I 0 n ,; ' T Z }> 0 z ~ z m c< z 01 ,;:I Cl -< ' r 7J ,, OJ o Oo --, "'~1""' 0 c; ~ "'n 9) ,,. --1 ~8 z OQ co )> 7J 7J ;a 0 < '" 0 ~ ~ I'-- "' ~ 01~ N ::E J> - (0 z --1 "" (0 G) fTl ,;: z 0 ~ :i, a: z :< G) Cf) Gl l> lJ7 ::r: )> -I m ~::u o '" m z )> ~ ~--f,~--;~JI 0 ~ z ':' n n ~ ~ I :j < r' m m I S: en ~ :JJ =i )> ~ m :::o iii "Tl c.... "i ,,.._, )> "' m )> CJ) 0 0 :::0 mm z en -I I ,-, ► 7J ,-CJ :co ['l ~--,.<[;;,a t--~ tJj 35 S:: O Ei 3 'Tj ~ Z c 0 0 3 t:J ► 0 -,,, ~ ;::; <V ► [/) L' c- o U2 "" z td :"i I ► M t:::I :co )> r ,-+----I t::J U]IO Ul ~ u, c; co '" U) -a ► :co -< -m n -a :e m 0 ~ ~ m )> (J) CIJ C r -:! I II I ~ " 69.94 IE SEE SHEET 57 . I _p ;_!; <. '. ~ -...J 00 Ol -...J 22+09.28, 0.00 RT Ii o · / ~O AMARANTH LANE O O O 0 SWR MH NO. g II · Cl 24 DWY I I <· 22+21.64. 14.00 LT II 1 ·, 4•• PVC TEE 11 II "~ I 22+40.65, 11.00 LT WATER LATERAL I !! I I INSTALL FH Wj TB MATCHLINE STA. 22+45.00 SEE SHEET 57 <o U) -"' " ... N. ' " "' "' <o ... u, ... " . c'i C) I <o a 0 0 r "' It N <o oi a u,· <o a "' 0 a u, U) "' N ... " ?i 0 I <o a 0 " U) ... "' '" '" r-.i 0 ' " 0, <.., ... u, ... ' " ?i C) I co 0 a O; V, .. N ~ <o ' " Cs C.J " " ... ' l) ?i C) I co 0 0 ~ u, It :,: 0 0 ~ a "' 0 a " -O; Cs ... ' " ?i C) I <o a 0 ... gi a '" u, "'' -' " "' -"' "' <o .. ' l) _c'i 0 I <o a 0 < C) CJ 121 j; cii' ::c, G') ::c, :,, CJ -c:: /JJ r- s-:, G') :t ::c, \"2 ), ::c, ~ /JJ D ;o m 0 ~ ;;: m 0 ! m ;o ~ --0 ;u ~ - ~ ~ <D 0 ;:>s => 0 ():a: Q) :a; -::r -o, CT"°' (D u, a' 0-al CD '< 0 g :E a. co· "U I N--<r o oom - 00 ---~ 00 ~ z ' "' o~z rn ~~~z (I) :::o:::O:-OG)-r;:r,.N < ~~~QO < _El~ m m 0 m,,z 1 ~~~G)m N (/) -..r -;o '.=--1 ~ Z- 0 ~co m r =H'i5 m )> mr-,;:o z N N-::'.j~z o G)-< --....... i ·0 I ~ • < "' C' C) ~ ~ ~ ~ ;:;j ::r,..---Urr,,.I 0 u; '" -:::JoaV) ;!I ~ ~ ~ M ~ S: I "" "" " 0 - t:J~~~ ~=-'::!:t:u G) < -0 < 01 < M a ::r: ::-. ~ ~ ~ --, n1 Uj C) ::t "7 Vl:::c:,n,::;;: "' ),.. rr, --1 (Oc:Jr-u I "7 ~ co C) "" b,. ~ ):,. :;;a: a ~ c::i ~ ~ 25 -'" . " "7 " V ~ ~ "' 0 "' "" --"' ...:..! G) (Q ~ Cl: I f'l7 ~ lO ~ ~ (j I ,o ~ ~ ~ ' -t-OHE- <; ~ ._. "" "7 "' "'oo _ --.J ·1E---1_..,..:::orri o; )> "C, V> "" . o; C, ~ s:: "1 C r,; ~ 2.2. 0~ N ~"1--l ,? O CP ~N ---uN ---+ ' . •---,2 -t) <5' ,,_. + N '-"' --' --j c-0 X ~ ·0' 0 c:n ::U + -0 7 0 -P ,..:;,•----'~ c, ~ ):,. -... "'? ·,9 Cl -N c:n-:z: C.O tr) --0 X ~ ~ _.. O -OH Co-o <..no 7 ;ps _ v''.'lHEe> '°~ --P S: ------1--{.,,j ~1HE-·.?_> <f' --1..,..1<,-, C9-0 · co"zrri -2 ,S-,p_,.,, 0'-:::,, 1ci, ~ ~ OOJV_,,::?:><'.9, ·77, ~ ~ o_ 0 ::tl o rr.n.,,S',1; ~6,.9 ,p?'-QH Z9 --10H ::u :C -t · o :::o Jhi'(t ' 7,>-,,,. ---1 r (/) -A ?'" ·6'_;,, -m <.?; "'o-1'/ --1---1 z m 4 Pa;-s <t --m 'IO,~, 19 0 -19 .' -,n ,n ___ L---'1 . ?' _-· v,1VJ 23 1?1,=---..., ===----tI ~ , -,..+1--•w-\® -► m J1STALL 1" 90. W/7/3 · --~_.;;;,-t-i ~ ~ fJb.l L tL --\c.--ll') ' IN -+ 01 ~f+29.J7, JJ.J0' RT -. . 8i Ol ~ c3 p < OJ~ C) "7-, C: 25 ;:;::! u;<, I 8 o ·--- ,, 0 - 0 "" '" :i; ::r: a 2J cu ~ -"7 2; u; " "" :i; '" ~ "7 ~~ iS\ "' "' "7 -, ~ -"' C) "7 I"" ~~ r;,i~ --< --< "" (") '" a"' "" ciJ a a ---< ~ C: (") < ~ ~ C) --, ::j ::ti --.J "7:,,._' u; (") 117 -c1 " "' ~c3 ~~ ~~ 0 ,, " --< :2 :t ';;: "7 "7 c ~ (") (") a---< " ~ u; 0 ::cl Q ~8 "' " 0 " 0 . ,, C7 "' u; "' " C, . 0> _;,....,.,.;;:.", . -~ ~ ·, ~ C") "?. ~ n < g o = ' ~ ,--c..,., r<1 -;:;;._ < 'r' t:; ~ ~ . ·¾, }>-,1,-Wl>'. "7 '" ~ "7 "7 " ;;: ~ "' CJ ~ S? ~ 0 Q "' 'i1 :-ri H-1-+-':j Qj Vl_."2:~ (,Q :::o a :'---:;:: r- 0:, c:: :-,,"var-~ ~~;;s:: -< -,r:;=;::t ~ ·"' "' 0 a to 0 t,,J (") z ~g "' is: 'i1 > .. ~ u;" ~ ~ ;-I ~6 --< . " -a~ ·Q_ -o '-'~ "' l;i cj I -- - ·.• ... , b 23+J1.46, 24.83' RT I 0 Pi 23+54.28, 19.00' RT I I PRC ~ ~ I ,;,if. 2J+ss.01, 14.oo· RT . I ,I x,.,,, 2,, 8 1 '°& .0 . ~ '%2 <.._;--/. '_, r~x~ ~o, 23+62.42, 19.00'RT , "{'r·"" 0 ,:,_ REVERS[ CURB OUTLET · 0o 0s-,:1i:, ""a0) GS-5.04 23+92.52 L'.(~~#2Zfl2¥9 ~ '%,,;,.._,,.x Or <:po......, V < l o 6..9 -~ I 23+97.54 2ix ~ -07 'q,, ' N"/71' x..9.,,. +o-/9' 24+14.09, 11.00 RT ·..9,,,-• s ·o 0 INSTALL FH W/IB . "'o '°"', <',;, 24+27.49 'J+cill---itj-< , · e\, 24+29.29, 19.00' RT g' i'• 24+29.29 BC BC 24+3282 ; . 24+29.29, 19.00 LT 8" SWR LATERAL @ 2.3% ~ ';h-- 39 80 BC 24+ . + 8 ~ 0 0 ~:...----1--1!""".==--~ -~.,. /XIA WAY 24+42·85 I\ :I; \ l\ \ CL 24' DWY I~ I :J SWR MH NO 10 . . ·\\ I i -~- 24+so 25. g44 Rl . , -~~0\l,0~'11\f\ ~ "U ;;o ;;; (/) -j Q m r-(fl ~;ti -m 11' m .,,. -j a _~ "U m ;;o -j ;s: ~ "U ~ z G) ► ;:u 0 m z :r: r r r 0 0 "U M· I OA ·'I! ~S a 9 1,ora:.:'r/1, ~ ---' 0 p ,- "1J <1x Y-fl , o c;, 9C!as '-IIVf: -<'sf!wc ,vo Igo, OQ 8.? S29, ~;:;,~~::.:f,/1, . <<1--1, ~~~ ; 5 25+31.20 [C . -✓--;,,,.H~ , 25+09.85, 19.0J LT 25+31.20, 19.00' RT Cl PER DWG NO 529-9A EC 25+10.83, 14.03 LT 8" SWR LATERAL @ 22% " ·;;; CO PER OWG NO 529-9A 74.67 /£ ' 25+36.98, 29.00 LT 25+47.23 POTABLE IRRG SUBMETER ALL/UM WAY CL 24 , DWY ,; SE£ LANDSCAPE PLANS "'25+54 23 14 oo' R I (22 GPM, 74 Pst) ,, . ' . II C NDULA LANE ~ I') 0) + 8 4 TEE & 7B 25+64.23 9' II .. , 5£1\i MAIN 5 25+94.73, 19.00' RT )l. ',, c/i:5i·~~ CALENDULA LANE 4" 5/W UNDERORAIN I ~ II <sx 25+4i2 SWR MAIN 2~ MODIFIED STD OWG 0-27 ! ~ II ; >c:,-cl 13+79.07 SWR MAIN 5 ~ ~ c' a:: " C, i§ "' co < ~ C: o<UJ~ :::0~--1~ :t :t (/} -i ~~6(/) (/) ~ C: ~ -i._,Gs:: OaS8~ .,., .,., 0 i: 0 ~ ~ ob. p I ~ r:'J V) OJ OJ p~e;I ; '--~ ~ -I ;':J •11· ,. "' SWR MH NO 12 26+17.76. 19.00' RT : ,; 9 II I+--, -'\ 4" s/w UNDERORAIN " ...µ 1 11 N, 26+12.79 "' ~ MODIFIED STD DWG 0-27 / /;, 111-, o-5' + 0 ~ II .' 26+60.23 <': 26+37.60, 11.00' RT r II ; SWR MH NO 13 O ~ z g ~ z ~ ::: ~ ~ :,,.-"' -:s::::o_a ),.~<,... <:t:iG· :r: ::0 y-, 0 ),.. rr, 0) r-<),.. "-.) r;it:,r--...... "' 'ii +' o , N 0 0 +' 0 co 0 N - O (fl 0 )> ' "' II _,, 0 ~ INSTALL FH w;:m , . ·" 26+55.29 8" SWR LATERAL @ 2.5% I II 26+60.29 77.68 IE 26+63.23, 14.00 LT 26+65.23 I , co PER DWG NO 529-9A OXAL!S WAY CL 24' DWY i_' (l) 26+72.29 CHAMOMILE LANE "' ~ CL 24' DWY 26+79.29, 14.00' RT F :J:='!"=1J=:l;J. 26+75.29, 29.00 LT 4" TEE 26+82.23 ,: T '/ 6' PVC FW LINE P.O.C 26+82.29, 11.00' RT / i ~ ,-·,: 26+84.29 8" TEE 27+12.87, 19.00' RT J~ ~ \ 26+89.29 4" 5/W UNDERDRAIN 1" I MODIFIED STD OWG D-27 I ll' ;,_ 27+29.33, 19.00' RT ··r, 1 lt5 ·t-----.. 27+31.79 4" s/w UNDERDRAIN / MODIFIED STD OWG D-27 ,19• 19'-27+47·84 8" SWR LATERAL @ 2.5% 79.70 !£ 27+77.23 SCILLA WAY CL 24' DWY _ r~ 1 111 .-) 27+89.23 . 27+94.23 " I I 58'~ ·;>i .,l 27+72.23 ,h/l] j··· SWR MH NO 14 _,;,•-; ;• 27+74.29 N. 21+19.29 ,l10 27+91.29 CL 24' DWY 28+03.29 DELPHINIUM LANE ~ 8 28+24.98, 28+08.29 4" 5/W UNDERDRAIN 1 /. l°8 MODIFIED STD owe 0-27 ·' ""t' -it-1.'lt-28+39.79 6 28+33.2] t . 28+44.79 0 28+41.48, 3 ',:. 28+63.72, 19.00 LT 4'' 5/W UNOERDRAIN 5': ·-Pl· STD OWG D-27 28+55.52 Pl ~ ,, 28+69.72, 25.00 LT 28+ 70.96 8" SWR LATERAL @ 2.3% ~ ' . ,, . 28+71.90, 29.00 LT Pl ~s-SEWER LATERAL 28+84.20, 1.28' RT ~ 1-_+++-+-+-t-t-111177 ~ z 79.70 1£ SWR MH NO 15 Vll I lY l\/1 --~~ ~~ ~~ '.'-'~ 28+8 7.97 I' 1.:: "-"' 1 vv.vv, LU • .J,J [..j LUPINE WAY CL 24 , DWY <;\c 1--RECYCLED /RRG SUBMETER " =' 0 ,, ;,, r " 7J Cl < (/) 0 z 0 Cl (/) 0 7J 7J -, 0 z S 0 I ► ~ ~ ,, ~ ~ ss 1-------;, ~ .. · 5££ LANDSCAPE PLANS 28+99.98 I 1-29+1 6.62, 28.99 LT 29+04.98 ,', POTABLE WATER LA TERAL 29+12. , I 29+1772, 24.99 LT INSTALL F.4 W//B 29+23.72. 18.99 LT Pl 29+35.90 29+32.60 Pl 4" s/w UNDERDRAIN 29+42. 76 Pl _ 29+42.66 STD DWG D-27 29+45.32 / ', 29+43.39, 19.00 LT ~ -~ 0/ 29+53.56 /MATCHLINE STA. 29+60.00 4" 5/W UNDERDRAIN SEE SHEET 58 STD DWG D-27 ~ 1--_+-l-t-+-l-ti-t-t--i-r-17 ,, z ~ ~ ,-0 z )> )> 0 (') z 7J )> I O 7J -I C 7J ::U 0 or0 zZ)>< ,, ► r r n o ==i ~ ~ ~ ii ~rir-i-t-i-t--f-~~-i~-lJ_I ~ - 0 " < =' ,, ► r r Gl z m 0 --1 0 -n""'Clz-n 7J ~ G)O s;:oo::o z(l)Z::0 -1 m r :::o z .-< Gl n o I ~ 7J n >i' ' 7 Z p 0 m Z m -< z :;: .. z 01 ,:I Cl -< r :,, 7J 7J ;a 0 ri 0 ~ ,-" t 0 7J ;a --1 0 0 ">c ~ 0 "' cr,~n I 0 • -; --.i 8 z o o "'. 0 ;a "' ),, "' "' (0 z '° G) ,: z 0 \;r~ -; <J\ "'~ ,,,,. 0 z I (/) :s: -)> rri ::0 ::0 L m ► (/) )> -o 0 ::0 mm z (/) -l ► r ~ i;;: s: VJ (Jl i'i ---.J "' Gl )> )> --1 -; ;o 0 ~ z l'l f----t,=-;-----:;;~;i I ~ n n ~ rri I e--1 ► ~ ;a I ;j m -a ;a ,.....:i:coo ~ 7J ~ s; 6 ;u r tJ:I ;;o 0 > ► ni z o t:J ~ 2:: "rj ,;::: z z C: ui " n 25 t:J ► 2 -~ '7j ~ r g:; 0 Cf) "" ZuJ ;:'i I ► er, t:::::I :co ,---+-____j t:J ~, \; V) i'i C1I re CO -; VJ 22 ~ n ~ < ' iii m ~ 0 OJ -< ~ m ► (J) OJ C r 7 I 22+45.00 75 28 TC ~ l--/22+5p.oo 75.22 22+ 7§.00 74.93 ~ (i 8 22+46.80 75 ~6 TC 22+tl203 Pck 1592 TC I I I ! 091.9 Pl I 22+95. 7 Pl .73 T 23+00 OO 74.69 IC ! I 22t98.49 SQ XING 0 r ~ 0 0 00 (0 ~ 0 0 8 SEE SHEET 56 MATCHLINE STA. 22+45.01 II I~ \22+5$00 22+45.00 75.271 I I Ii I ~I 22+7 .DO I~ 7 \~t 9o 59 4" 'go· R w ' 23+00100 I 22+45.00 / 75.21 TC 22+5 .00 75.22 22+52.78! BC / 75.20 TC 22 + 7 .00 I 74.93 I 74.64 1 70.64 TOP I I / II 23+00100 18" HOPE 65.96 FL 1 1 I 1· I 74.63 I I 11 74.64 I 1 23+12.46 4" 90' WTR 8 5.00 29.37 Pl I I I I I \ I 70.68 TOP I. JO TC 23+25. D I I I I 23+25. D I I I 11 23+25f0 I -31.46 Pl 74.35 BVC 23 35.00 I ~6~~\~p GB ~ 74.34 SVC 23~37.02 I 74.35 BVC 23+ 27 TC, 74.23 1· OEFL. 174.20 23+4 .28 EC 23 +50. 0 I I I I I I 23+50. 0 I I 'o>3+50.1 0 74.15 TC +54 z PRC I I 23+ 71. 77 GB, I I -.11 T 74.12 "':;e 70.27 TOP .\ 74.1023+55.01 C," 74.12 I "' :;e 4.23 f:;; ::!j (i I I 11 11 j 23+69.d4 so x1Nb · \ \ \ j 2" BLowoFFI II~ I j 11 11 ~ 1-...J /2 1 1 -..J 1-...J 23+75. D ::'. ~ 0 18" HOPE 67.10 FL 1 23+75.~0 I ,-. ;.,-23+75. 0 ::'. ~ 0 j I -74.21 1 J-l's-9 1 1 74.16 1 1 ~~s 1 1 74.21 ~-J>,.~ 1 ~ 8 ~@ ~ 23+80.94 GB --i:---~@ 8_ ~@ 8_ N N 70 35 TOP P -~ _ I 0 N N 24 +00 00 II (..,.I ('3 2' .DEFL ::o ~ \ '\. 24+00.IOO r:-2 t:: < 24+00 00 II (..,J c5 1 I I 74.64 0J 8; r·· ;Z'. 1 74.533 1, 91 91 ;I'>;;; 74.64 L,,j ~ I I I 21+2 .oo I 24+2 .06 BC 75.4 EVC 24 35.00 75.5, TC I · 75.83 1 1~00 I \ 76f9 2~+ 75.00 7]jTs 25+00.0 25+0).91 78.67 5.83 ~ 8 TOP OF PVT 4" ~ \7'" 2" +sLOwoFF ~ ~ I \ ~ 8 P ~C R/W & c;;_ 24+2 .00 · 24+2µ.00 8 PVC FW 24+29.06 BC I 75 33 I 24+ 9.06 BC 75 4· I I 7519 TC I ' . EVC 24~37.02 75. 8 TC \ .. I I 175.82 I i I ~ 69.~2 IE I 0 e' 24+39.80 SMH NO. 10 24 50.00 I I @ "; I \';f~(\ 75.95 ~IM I 76. 9 I I 6 u; I ( ';z'\ \ 24+50.C'1 I I \ I j I 23 ii( ~ -, I' 76.39 24+ 75100 I \ 2b+ 75.00 689 ~ ::::o ~ _.,. ! I . 8 le I r ~ 1 ~ 77.49 i I I \"" 71 58 I 68_;,8 , · ,. 0 24+92.40 SMH NO. 11 25+00 05 GB I \'1 1 · so .ING If ' ' 11 I 78.28 RIM I I 75.60 .TOP O 25+00.0 EVC 24+135.00 18" ~OPE 12 ~6 FL @ °' 6;1 1~ ~ 1, ,, 25+od 00 I 2-0EfL \ f 78 67 _ I I ¢,f(l ~I ~ 1 78.60 25 +2 .00 \I I I l I j "' " ·I ,· --h / 79. 70 BVC 5+ 25. 70 II J 25 +31.2 EC BW 25+30.~2 25+21.00 GB t.<:8 'a 1 ,Y 25 +31 . ,c 79.73 l BVC 25+3b.82 80.01 T ! 80 f2 75 71 TOP I I 1 79.97 Tc I \ 25+31.20 Ee 8p 02 1 I I~ I 15' DEF L ·'l,"' 25+42.23 SMH NO. 12 ~80.041 TC I I 25 + 0.00 ,:i :;e · 1 , '(,'e> 1! ' 80.43 RIM 0 :;e I 25+ 0.00 ,:iii! I I 80.8 ii !i, > 1,'i'l,"' I I I tj \ ~ 25+50 do ! ~ I 80.8 I Ir~ I --..j(OQ) ,,.> r.Q Q -...J<.00) -o 2s 7s.oo ~ 1 u, (.,J @cP,. -r""I I \~ 2s 7s.oo ~ ~ 6 I 2s 7s.oo ~ U1 (.,J @ a, r:_ U! 'JJ I o @ a I, @ m 0 11(.Jln _j~,:., IIUl< IIU"lo '1 " "'I· co "J. I ~ I I 30·12 I ,, -1 ~ i"' · co ::u 81. 7 fsl ~<-I ~~ I '1 1~ 81. 8 KSN -I 81. 7 KSN.,; ..... + '"o-'l..?J -1 I _,_+O ..... + Tl 2 +o o.oCB3 ~ 0 1 \ 2 +oo.oo :::j ~ 2 +oo.oo ~ ~ 1 I 8 .34 ° o /n+30.00 Gtl \ 8 .27 o'< ci 8 .34 " , I VC 26+1/9.1 8 ~3.28 8F73 I m 19.09 TOP ,\ 1 \ fs I EV" 26 + 19. 8 1" OEFL. 25+ 25· O I ,"' G) 82 f 3 i I I j~ 8 0 / 82·80 EVC :)6+25.70 r C'7 · 26 +29.97 GB L I'-., < en I 82 82 ! .. ► ' j 77.09 TOP I Sci .:: I . I 50 :r:: :::0 I 1 · OEFl. I z 26+50 00 S:l Sis O I 6+5o oq ' ' I 1 ./ 83.25 I I -, -' ' I I :_, ~ !;£ 1 s3.28 I 76-79 IE 1 26 +60.23 SM H NO. 73 11' 11 ' I ''76.99 I 83.43 RIM I Do .,,_ I I II 26+75.0 " '1 26+75.0 @] I -a -oo 0 \ I I I 6+50.01 I I I I 26+ 75.0 I 83.72 -~+ 183 72 I I \ 183 69 ~~ -,5 27 +00. 0 I ... ---< 27+00. 0 F'28 27+00.rno I I I 0 84.16 coo ' 'Si; 84.73 2' Cl 84.76 ' @ ~oo I v rr-i:u -u I -u;o 1 i\<0 I ""I \ I 27+2s.loo ~ ~ ~ \ ~ ~ 27+2s.oo ~ i 27+25JDD 84.60 I I ;,, ;,u ~ \ ~ '.:j 84.57 I 84.60 I 27+5 .oo I 1 1,, n I \( 27+5 .oo I 27+5d.oo TOP OF PVT 4 " 1 85.04 PVC R/W & I I -85.02 27+72.23 SMH NO. 14 ,.. 85.04 ~~ 8" PVC FW 78.81 IE 11 -'::J / 85.41 RIM I I\~ I I 27+7 .00 I I ' 1 >' 1 I 27+7p00 , I 1 85.4 I 79.01 IE I I r--..,__ 27+ 75.0 85.41 ~ ~ ~ ,,1 I \ 85.46 \ I f:i 1 _ 0 28+ 0.00 1 28+ 0.00 1, 28+ 0.00 ~ I -,., 85.9 co, ~ I le-85.9 85.9 c: @--.i -...I A) ~ II 28 12500 I g;~II! I\ 1~ I 2812500 II I 2812500 I ) ---1 ;;-'.l.:;o...,., I I I/ () I 86. 6 I I . I 86. 5 I I '1 86. 6 -----§s 28+60.00 GB I \ L,-----, c 0 OJ 1 28~50.00 I I f-36~F:oP ' 1 28 50.00 I 28 50.00 I '.Cf 86 80 28+59.97 GB ~ 86 79 28+63."2 Pl 86 80 I ~ ~gl 28+i3.72 Pl 87 Q5 TC ~ 81 17 TOP I ,/ 28+ 75 O 87 03 C 28+63-72 Pl ' _,_. ,I . · · 87.05 TC c 81 o 1· DEFL. I / I 87.23 I I J 2 +75.00 ~ ~< 1 8 1 25 1 1 1 1 80.82 ,E 1 , 1 28+84.20 SMH NO. 15 1 1 8 1 .25 c. ir,1 1 I 87.41 RI M / , en 81.02 IE I i29+00 O 0 j ~ o I il9+00 DO 1 I I I l.~ i o7 07 . J.,o 00. ,,L 70 II" \ il9+00 00 ° 29+42.76 Pl 88.33 TC 88.52 TC 29+60.00 --..., ~ ~7 c,r, I 9+25.001 8.10 I 29+50 ad 88.42 8 :::0 ~ (i VC 7.77 ~ 8 "' ~~ "-' N ;:;:t· ~ G) 0 N , II < I n N ~-" @(Xl~~I I o u; c.l . ra- I I : I ~ ::E ·I ~ S8 ~, 2'"'9+6~.Cio 88.4 FS--..., .v 9+25.00 8.08 29+ 2.76 Pl 88. 1 TC 29+50.0 88.39 MATCHLINE STA. 29+60.00 SEE SHEET 58 -O; " O; "' '3 -.,,: a, ,.,; 'J I:_; -"' " a, ... c:5 '-' c,; co ,.,; C-0 '-' "" - ... < a, "' '3 -... - a, C7' I:_; c., '-' '-' ...... ""' ' lJ lJ lJ _t3 ?~ -~ (") " () I I I <o <o <o a a a a a a (,. 'i, "' a c:5 ~ o,' c., ' '" a, a, c., "" C-0 a - ~ "' 'i, N a g 8 (,. O; a, c., ... O; 0 -- u, ';; '3 "' a' C-0 ,.,; -"" O; 'c "", I "", I "", lJ lJ lJ _(3 }~ -~ () () (") I I I co <o <o a a o a a a -a Uj N ,: "" "'' -' "' "' "" a ... lJ 0 () I <o a a 8 0 r < C) CJ p:i ~ ~ ::ti G") ::ti ls CJ -C: (/J C- S'! G") :t ::ti ~ ls ::ti "' (/J D ;a m (") ► ;s: m 0 ! m ;a ~ -"U ;a ~ m ~ ~ 8 vVC 8~_74t;:4· ~ I I • lJ't. ~ "-'~N I i'3 °. 1 9+25.00\ 1 c5 'I 8· 10 29 42.76 Pl 'cj 8 i----,cs;, 88. 3 TC I ~ "J 29+50.0 . 29 60.00 88.42 88.52 TC :g r m ::!j (i ~ 8 NOTES 1. SEE OFF-SITE IMPROVEMENT PLAN DWG. NO. 529-9 FOR IMPROVEMENTS WITHIN THE EL CAMINO REAL RIGHT-OF-WAY 2. EXISTING GRADE/FINISH GRADE SHOWN IN PROFILE PER ROUGH GRADING PLAN DWG NO. 529-9A Know what's below. Call before you dig . HOWES I WEILER I LANDY PLANN ING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 100 -----2-0-+_o-3-•-v-c~--------------+------------------"'----------------+----------------+------.i PVl=89.5 @ 30+05.00 G1=1.76' G2=-1.25% P. ~ aj "' r TOP OF LEFT CURB LEFT TC 90 0 0 m 0 0 m m N 0 0 ci oo +~ 0 80 90 CL 70 90 80 n "' rr,oc., r0CO N<D t01D ,:±;ID +"! +0 r0 CO r<, CO n CO r-0 ll) r0 V 88.52 TC _ _ _ -_1.25% / n "' n ro 29+60.00 ·-"-'-1----"' "' n "' ~-----f------------------,--------------------+-----=+=:==--~---·-__ ...._ __ 0 m ~ "' +~ O> "' N CO 0 ci 0~ +~ 0 "' n "' - 0 :,Sm +~ 0 "' n "' 0 en ~ O> +m 0 "' n "' ~~ g-----+---------------i----- N 0 m ~ rot '°N 0 0 en ~ -+" n "' 0 0 0 0 0 + .., n "' 0 0 :,s ~ N ~ n "' 0 0 ci +"! nm n "' 0 0 en +m nm n ro 0 0 mN +N nm n "' TOP 0 0 ci oo +~ 0 r-,ro Vsct-Vscl-n ro n co -- OF RIGHT 1URB/ __ ._ RIGHT TC ~----~f------------------t---------------+---------·-------+-------------+------1 / 70 30+00 NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE 1 ! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. / 31+00 c,c., or 2~ + "' ..., "~ c,~ e t en + e5 ;;; Q_ "' '< \ PROFILE -GARDEN HILL LOOP SCALE: HORIZ. 1 ""=40' ----------+---------------+----- VERT 1 "=8' I 32+00 (PRIVATE STREET 'A' PER TM) SCALE: 1 "=40' BENCHMARK 33+00 DESCRIPTION: PT. NO. 1/0(CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED ""CL SB-110 L.S. 6215"" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: 71.96 DATUM.· NGVD 29 34+00 w 100 90 80 100 90 70 90 80 70 LEFT TC 0 RECLAIMED WATER DATA (PRIVATE) NO. OELTA/BRG RADIUS LENGTH REMARKS 17 N65"21 °46""E 485.00' 4" PVC, C-900 CL RIGHT TC SCALE 1'' = 40' e-1 -Fa ; i 40 20 0 40 80 120 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA SHEET 58 "AS BUil T" TITLE DATE REVIEWED BY INSPECTOR DATE CARLSBAD MUNICIP AL WATER DISTRICT CITY OF CARLSBAD 59 -PLANNING DIVISION -SHEETS RECLAIMED WATER IMPROVEMENTS MARJA ACRES O N-SITE RESIDENTIAL 1------+----+------------------,i---+-----t---t---------J _AP_P_R_ov_E~D""~2J:l/'!-'":'::__!_li_mb-.l..;~J""""~-- u PLANNING 1----1-----1-'1~1\-'-------------------t---t---t---+-~---I DRWN BY ML DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY DY PROJECT NO . LPC2021 -0008 CT 16-07 DRAWING NO. 529 -9M 100 150.00' YC 100 LEFT TC 90 90 0 u 0 CD en 0 ~u N ... 0 co~ + N 0 .....; 0 0 RECLAIMED WATER DATA (PRIVATE) NO. DEL TA/BRG RADIUS LENGTH REMARKS 80 -80 18 N65'22'22"E 71.90' 4" PVC, C-900 LEFT TC 19 N61'57'26"[ 68.86' 4" PVC, C-900 26 N02'06'10''W 68.45' 4" PVC, C-900 70 20 N14'22'07"E 31.48' 4" PVC, C-900 21 N02"06'11''w 107.62' 4" PVC, C-900 90 47 N87'53'49"E 89.91' 4" PVC, C-900 49 N02'07'32''w 7.83' 4" PVC, C-900 60 CL 80 70 70 CL 90 50 80 80 RIGHT TC 70 -1--------+-----·--- 60 ~~ --........t---...._mf--g ~r--8 l.0-<T I ..........._ rt'-:; rr--+ C: .... ......_ I") <.O + co <D'0 ........._ F'-N -----+-------'-...._d--..;.;,;u---1- ------:t-+-~------- --------+----------PROFILE -GARDEN HILL LOOP ------T:t=l~FO"'cR c""RE"..lFE~REl'll:NC~E 0(Jr,JNLY_LY ~--t-----i---~ SEE DWG 529-9 FOR ' SCALE.· H0RIZ. f "=40' ;; ice CURB RETURN PROFILE 70 RIGHT TC 60 ---------11-----------1---------------"-VERT. 1 "=8' -·--+-----------------,1~c1;;:rr--+------------------1----~-----"' :n NOTES 1. SEE OFF-SITE IMPROVEMENT PLAN DWG. NO. 529-9 FOR IMPROVEMENTS WITHIN THE EL CAMINO REA L RIGHT-OF-WAY 2. EXISTING GRADE/FINISH GRADE SHOWN IN PROFILE PER ROUGH GRADING PLAN OWG NO. 529-9A Knowwhat's below . Call before you dig . HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 "' Q "' ~ + .,_ "' 35+00 36+00 37+00 38+00 r--.· ~ . " ;:.:,, + Q ' .,_ "' ES o._ Q '-' p 0 I I C A L PLAN (PRIVATE STREET 'A' PER TM) SCALE. 1 "=40 ' NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOT[! 1 ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTA L OR VERTICAL SURVEY CONTROL. ~ • H 33' in,f--~--1!--"' -~1---al~! 40 20 BENCHMARK 0 40 80 120 DESCRIPTION.· PT NO. 1/0(CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: RECORDED: ELEVATION: WELL MONUMENT STAMPED "CLSB-110 LS 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC -BELL MANHOLE FEBRUARY 2, 2002 71. 96 DA TUM: NGVD 29 39+00 I • STA. 38+ 76.63 GARDEN HILL LOOP M-10 I I 11 I STA. ',ini-sJ 0/6 [L ° CAMINO REAL I I ' 1 12"X12"X8" TEE P R DWG NO 529-9 II I I < ~ . 0::: I ' I, _(j 1; I I I INSTALL 1-4" 90' BEND & TB I I I I 38+11.44, 19.01 LT I "AS BUil T" DATE zii I It I I~ I 1 ~ I II I i I 1·1 1 3: APPROVED FOR IRRIGATION ul I I 11 I I I a: AND PLANTING ONLY, 11-t~·.h-',, I " STA. 470+5\~ EL CAMINO REAL INCLUDING PRECISE TITLE REVIEWED BY INSPECTOR DATE _ii' >c I 12"X/2"X6" TEE W/6" GV & 6X4 REDUCER LOCATION OF PLANTING AREA CARLSBAD MUNICIPAL WATER DISTRICT I PER OWG NO si9-9 ~-~---------------------'-,-------~---1--=======c=;;._;=='-"'===---, 1 1'l 11! 1m 11 1-----c~,_. --+-----1---------------1---1--1------l----J SHEET CITY OF CARLSBAD ss DA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WOR K REVISION DESCRIPTIO N OTHER APPROVAL CITY APPROVAL 59 -PLANNING DIVI SION -SHEETS RECLAIMED WATER IMPROVEMENTS MARJA ACRES ON-SITE RESIDENTIAL A PPROVED PLAN NING ORWN BY: ML CHCKO BY DY PROJE CT NO LPC2021-0008 CT 16-07 DRA WING NO 529-9M