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HomeMy WebLinkAboutDWG 487-6L; SDP 96-02A; SAINT PATRICK PARISH SCHOOL; 01-20-------------------- GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL 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-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. 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 P.M. TO 6:00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET 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 APPLICATION 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 MINIMIZE OR ELIMINATE OVER· SPRAYING 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 MUNICIPAL 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 PIPE SHALL BE STENCILED WITH 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, CONSTANT 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 FACING 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 SEPARATION 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 WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN 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 FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'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 RAFAEL CORDOVA AT 760-729-2866 OR AFTER HOURS CONTACT RAFAEL CORDOVA AT 760-729-2866 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN 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, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL IRRIGATION BACKFLOW PREVENTER$ 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 ON THE CITY WEB SITE AT WWW.CARLSBAD.CA.GOV/SERVICES/DEPARTMENTS/WATER/DOCUMENTS/ RECYCLEDWATERBACKFLOWTESTERLIST.PDF FOR RECYCLED OR WWW.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WATERIDOCUMENTS/ WATERBACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL 438-2722 r BLACKLOGO r PURPLE BACKROUND ~ 1" BLACK LETTERS 36" / (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER 12" X 36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS SH HANDS AFTER CONTACTING S MANOS DESPUES DE USAA 1" BLACK LETTERS 2" BLACK LETTERS TYPICAL SIGNS C:\DRAWING FILES\TITLE SHEETS\RECYCLED WATER TITLE SHEET.DWG 3/17/09 RECYCLED WATER SYSTEM (PRIVATE) I ■ 3820 PIO PICO DRIVE, CARLSBAD, CA. 92008 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" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER USE A. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALLAT ANYTIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. B. 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 THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., 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 OVERSPRAY 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 EQUIPMENT 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 PERSONNEL 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"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. 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 BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 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 COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH) IS CONFINED TO MY REVIEW ONY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OR MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL COND~~~ROVAL RELATED TO LANDSCAPING. BY: \f!!!/~ (JON POWELL) DATE: \o •'2."I• 15"° FIRM NAME &ADDRESS: DENEEN POWELL ATELIER (DPA) 2305 EL CAJON BLVD. SAN DIEGO, CA. 92104 PHONE NO: (619) 294-9042 REGISTRATION NO: In Order to Conserve Water .. RECYCLED WATER IN USE NOTO E ELAG A 2645 EXPIRATION DATE.:_ -~1~1/=30=/~15~----- UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA PROJECT MAP 0 100 200 -----SCALE: 1" = 100-0" @ POTABLE WATER METER rs FIRE SERVICE LINE ... , h POTABLE WATER LINE A DO NOT DRINK SIGN (FUTURE IF OCCURS) I BACKFLOW PREVENTION DEVICE INSTALL PER CMWD ADDITIONAL NOTES 1. 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 LANDSCAPING PLANTING AND IRRIGATION ONLY. INSPECTION PROCEDURES 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTICALLY) B. PIPE IDENTIFICATION. C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. SIGNAGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. C. TAGGING OF VALVES. D. COVERAGE TEST AFTER COMPLETION OF THE 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 WELL, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECTION SHALL INCLUDE: A. A COMPLETE INSPECTION THAT WILL COVER PART A-I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: nf,, ..... ADDRESS: CITY OF OCEANSIDE HIGHWAY \ PROJECT'----_/ SITE -~ PACIFIC 1\ OCEAN c~ ALGA -' - Cos~ r· SHEET TITLE TITLE SHEET DEMOLITION PLAN • NORTH DEMOLITION PLAN -SOUTH CONSTRUCTION PLAN -NORTH CONSTRUCTION PLAN • SOUTH IRRIGATION PLAN -NORTH IRRIGATION PLAN • SOUTH PLANTING PLAN • NORTH PLANTING PLAN • SOUTH SHEET NO. L-1.0 L-1.1 L-1.2 L-2.1 L-2.2 L-3.1 L-3.2 L-4.1 L-4.2 SEQUEN. SHEET NO. 1 2 3 4 5 6 7 8 9 < 0 N WATER CONSERVATION PLAN • NORTH L-5.1 10 WATER CONSERVATION PLAN • SOUTH L-5.2 11 HARDSCAPE DETAILS WALL DETAILS FENCE AND GATE DETAILS MISC. CONSTRUCTION DETAILS HANDRAIL & GUARDRAIL DETAILS PAINTED GAMES DETAILS PLAY AREA DETAILS IRRIGATION DETAILS PLANTING DETAILS AVE L-• I ~ L-2.. I , L-3. I, L-4.1, L-5. I, TAMARACK AVENUE L-6.1 L-6.2 L-6.3 L-6.4 L-6.5 L-6.6 L-7.1 L-8.1 L-9.1 12 13 14 15 16 17 18 19 20 OCT 3 0 CITY OF Cl\ PLl\ls!NING [ APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION ~-r· GLENN LEEKS ENVIRONMENTAL HEALTH SPECIALIST "AS BUILT" TITLE REVIEWED BY: DATE DATE -~ CITY OF ENCINITAS INSPECTOR DATE VICINITY MAP L-1. 0 _c_A_R_L_s...,B,...A_D_M_u_N_1_c_1P_'A_L_w_A_T_E_R_o_1_sT __ R_1_c_T_-1 SHEET CITY OF CARLSBAD 1 PLANNING DIVISION PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: ST. PATRICK'S PARISH SCHOOL . 20 SHEETS WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAA ·;$ 1----+---+-------------------t----+---+----+----IAPPROVED 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS ~ I OATE DISTRICT ENGINEER TELEPHONE: -LANNING DATE PLAN PREPARED: BY: i=-------------------------1----+---+--------------------+----1----jf----+----IDAWNBY: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL KEE CHCKD BY: JLP l 1 -Z>¾ .\.:;; TR DATE PROJECT NO. DRAYJING NO. SOP 96-02(A) 4tf7-6L SHEET LOF .20.... SHEETS 10.23.15 DPA JOB #14-006 15 -~:;FJ /('.~~;\ \ __ . (,1 I / i I I i I I I: · 'I I '' EXISTING TREE & SHRUB NOTES 1. ALL EXISTING TREES AND SHRUBS NOTED ON THE PLANS TO REMAIN ARE TO BE PROTECTED DURING THE ENTIRE CONSTRUCTION PERIOD. DO NOT TRENCH ADJACENT TO TREES, (EXCEPT AS REQUIRED FOR IRRIGATION INSTALLATION) OR STORE MATERIALS UNDER TREES. FENCE Off FROM CONSTRUCTION AT THE START Of WORK AND MAINTAIN FENCING UNTIL FINAL LANDSCAPE INSTALLATION. EXISTING TREES AND SHRUBS MUST BE /RR/GA 1ED REGULARLY DURING CONSTRUCTION BY 1HE CONTRAC1OR, EVEN IF 1HIS REQUIRES HANDWA 1ER/NG SEVERAL TIMES PER WEEK. 1HE CONTRACTOR IS RESPONSIBLE FOR ASSURING THE EXISTING TREES AND SHRUBS SURVIVE IN GOOD FORM. EXISTING TREES OR SHRUBS THAT ARE NO1ED ro REMAIN, BUT DECLINE OVER 50% OR DIE (IN 1HE OPINION OF THE LANDSCAPE ARCHITECT) ARE ro BE REPLACED AT THE CONTRACTOR'S COST AS FOLLOWS: A. REPLACE IN SIZE AND KIND ANY TREES 6" AND LESS IN CALIPER MEASURED 2' ABOVE 1HE BASE. B. REPLACE TREES LARGER THAN 6" IN CALIPER WITH PLAN1S OF THE SAME KIND HAVING A MINIMUM DIAMETER OF 6" MEASURED 2' ABOVE THE BASE. C:\DRAWING FILES\TITLE SHEETS\CLSB-IP.DWG REVISED: 5115/2012 EXISTING TREES LEGEND (CALIPER SIZE OR PALM HEIGHT AS NOTED ON PLANS) ABB. BOTANICAL NAME COMMON NAME AB ACACIA BAIL YANA BAILEY ACACIA CA CUPANIOPS/S ANACARD/O/DES CARROT WOOD EC ERYrHRINA CAFFRA AFRICAN CORAL TREE LQ ERIOBOTRYA SPF. LOQUA1 FW FICUS BENJAM/NA WEEPING FIG FR FICUS RUB/GINOSA RUSTY FIG GR GREV/LL/A ROBUSTA SILK OAK PA PLATANUS ACER/FOL/A LONDON PLANE TREE PE PINUS ELDARICA MONDEL PINE PG PODOCARPUS GRACILIOR FERN PINE PP PAPAYA QU SYAGRUS ROMANZOFFIANA SM SCH/NUS MOLLE SY SY2YGU/M SPP. TU TUBIDANTHUS SPP. WR WASHINGTON/A ROBUS1A QUEEN PALM CALIFORNIA PEPPER BUSH CHERRY SCHEFF LERA MEXICAN FAN PALM LEGEND • 12"CI,:,.. / ' \ I • \ \ 12" CA I \ I ' / --EX. EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED EXISTING LANDSCAPE AREA TO REMAIN 10 20 ----SCALE: 1" = 20-0" 40 iration Date: 115 16"CA 1 DATE INITIAL DESIGNER OF WORK ·Ex. '---- EXISTING PARISH HALL ■ ■ • • • ■ rl MATCHLINE SEE SHEET L-1.2 DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL ! I ! ,' ! / 'I • • ' 1, I I / / ■- L-1.1 I SH2ET I L•I.I~ L-1.1, L-3. I, L-4. I, L-S. I, I I I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ~ PLANNING DIVISION 0 DEMOLITION PLAN ST. PATRICK'S PARISH SCHOOL APPROVED: ~-~ E:::l\-o'tt ( I --z.,..1-+.:. PLANNING DWNBY: KEE PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: JLP SOP 96-02(A) 487-6L CITY APPROVAL RVWDBY: 10.23.15 DPA JOB #14-006 i I \ \ \ \, \ \ \ \ \ I \ ' \ ' \1 \,' ,, i'-\. _-\ C:\DRAWING FllES\TITLE SHEETS\CLSB·IP.DWG REVISED: 5/15/2012 \•, SEE SHEET L-1.1 FOR TREE DEMOLITION NOTES AND LEGEND ----- \\ ' I • I I 1) \ :I I \I I 'I '1 \ \ • 16"CA ' I t DESIGNER OF WORK REVISION DESCRIPTION EXISTING CHURCH / I L-1.2 DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ! ' -------- 'I i ! i i! 1!1 " ,'I ·'1 I ,, ',1 ' I ' ' I ' I ' I i I ,I; ; I I I / ----, ./~~=~ ... >---~x-, APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE ___ _ EXP, ____ _ DATE REVIEWED BY: INSPECTOR DATE KEE PROJECT NO, DRAWING NO, JLP SOP 96-02(A) 487-6L 09.22.15 DPA JOB #14-006 I, I i . I I . ,\ ' I· I I I I , ' I :_\ I : ! I, I I i I I '' I CONSTRUCTION LEGEND (]) EXISTING CIT( SIDEWALK 2 3 4 5 6 7 8 9 EXISTING LOW RETAINING WALL -SEE CIVIL PLANS EXISTING PARKING I DRIVE TO REMAIN EXISTING WALL TO REMAIN EXISTING FENCE ON STEM WALL TO REMAIN OVERFLOW PARKING AREA -SEE CIVIL PLANS FOR PAVEMENT SECTION RELOCATED TRASH ENCLOSURE -SEE ARCHITECT'S PLANS 6" CURB AT ISLANDS -SEE CIVIL PLANS NEW DRIVE AND PARKING PER CIVIL PLANS 10 CONCRETE WALK-NATURAL GRAY, LIGHT BROOM FINISH @ 11 STEP CHEEKWALL ~@ 12 MEDIUM COLOR PAVEMENT ACCENT PAVING -LIGHT BROOM FINISH--~ 13 LIGHT COLORED CONCRETE WALK PAVING -LIGHT BROOM FINISH (A"\ A~ 14 PLANTER WALL WITH CAP---------------+--,-c-c-+ -6.2 15 CONCRETE WALK TURN DOWN EDGE------------+LJ_F--+-@C ~ 16 LOW RETAINING WALL WITH CAP - L-6.2~B 17 LOW WALL WITH CAP-----------------+-~-+ L-6.2 18 6' HIGH CMU SOUND WALL PER ARCHITECTURAL PLANS I l~IMITOFWOR , I I I I I I , , \', i \ \ ' I 1,\ K-8 S HOOL EJ - l() ' a C\l ~ :,:: ' a C\l a ' ii;) d LU a ' ii;) d LU 12 TYP. 13 ---TYP, C:\DRAWING FILES\T!TLE SHEETS\CI..S6·1P.OWG REVISED: 511512012 CONSTRUCTION LEGEND (continued) 19 RETAINING WALL -SEE CIVIL PLANS 20 RAMP HANDRAIL 21 CONCRETE STEPS L-6.1 22 CONCRETE RAMP EDGE --------------------+W_K.,--t-0@ 23 CONCRETE SEAT STEPS ~ 24 STEP CHEEK WALL AT RET. WALL ----------------~1--D-+ 0@ ~ 25 6' HIGH BLACK TUBE STEEL GATE 27 6' HIGH BLACK TUBE STEEL FENCE 26 6' HIGH DOUBLE BLACK TUBE STEEL GATE -------------+Q_cc-+ @\(£}) ~ 28 EXISTING GATE TO REMAIN 29 WOOD BENCH, SERIES 39, 6' LONG, SURFACE MOUNT, INSTALL PER MANUF. RECOMMENDATIONS, AVAIL. AT DUMOR.COM, 800-598-4018 ( ADD ALT. #BC) 30 6' HIGH BLACK TUBE STEEL DOUBLE VEHICULAR GATE LJ ~@A 31 ALUMINUM HEADERBOARD ----------------+---+ @-6.4 32 OVERHEAD SHADE CLOTH WITH POSTS (ADD ALT. #BB) J'- L-7.1@A 33 TUBE STEEL STEP HANDRAIL - G";L-6.5 34 GUARD RAIL ~ 35 1' CONCRETE MAINTENANCE WALK LU ~ 36 TURF SPORTS FIELD P.A. P.A. E. EQ. 8'-0" EQ. EQ. 17'-0" ,;:;:·:_·,~;::,·· __ ,.f:¥.-_ ~ . :~•."• ... ~)~~-·-~-~1,~· I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS, I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE RE ULATIONS TO PROVIDE EFFICIENT USE OF WATER. JON LL, REGISTERED LANDSCAPE ARCHITECT CA. #2645 CONSTRUCTION LEGEND (continued) 38 PLAY AREA STRUCTURE IN RUBBER PLAY SURFACE WITH CURB ~ 39 ARTIFICIAL TURF AREA @ 40 PAINTED GAMES ON HARDSCAPE @ ({tr 41 ART BOARDS ON CONCRETE PAD (ADD ALT. #80) L-6.4 42 NOTUSED 43 FIRE HYDRANT -SEE CIVIL PLANS 44 RUBBER PLAY SURFACE WITH FLUSH CONG. CURB CONSTRUCTION LEGEND (continued) 57 CONCRETE MOW CURB @ CONSTRUCTION SYMBOLS LEGEND EJ EXPANSION JOINT~ ~ L-1.1~ L-2.1, L-3.1, L-4.1, L-S. I, 45 12' WIDE METAL ENTRY GA TE / , ------TAMARACKAVEfll,_. 46 CONCRETE WALK RAMP -SEE CIVIL ENG. PLANS 47 6' HIGH BLACK T.S. FENCE WITH HANDRAIL 48 METAL GUARD RAIL WITH HANDRAIL 49 CONCRETE RAMP AND RAMP WALLS 50 NOTUSED L-6.2 /,:--( \::\ • J ,J .,~ISTING EXISTING II 1 C£'j ( : ' ,\I __ _., rA~~~G ARE --"""-.· STORAGE ·11:,\ ' 51 RELOCATED PLAY EQUIPMENT, SEE \['j! )8" CA J , \ \ . ' 52 ADD ALTERNATE #3-KEEP EX, STRIP Of CONCRETE AGAINST BUILDING ' \ ====="11 ~~-~ / -!L j : ;:~::A:A:;:::::°"5 Sff O><UCANS @ > Ht--~-'"" .. ,~--/---~~~-~:.,~,18_" CA) \,~--__L __ --=---'_-__ -__ -___ -_------' ! • ( '''''-' ; ' 1'._ ! _7 •-=:::::__-11 55 METAL 4 SPACE BIKE RACK TO BE CYCLOOPS #2170-5-P-C, CHROME COLORED POWDER COAT FINISH, INSTALL PER MANUFACTURER'S RECOMMENDATIONS.. AVAIL AT BICYCLE.COLUMBIA-CASCADE.COM 5 I; ~ OCAT $T RAGE ~ ,u LDtN I ' I I' I 'E:ci I : I, I P.A. P.A. • 19 3 --+----,-=--JI/ 1 IJ c(7- \~ .J ,6 CA ; x~ D<, -· ' • I: , / "', ~ _,,__ _ __,, 1 11 CA j E~---~ ------· I' _/\ \, // -\ . • 18" CA '/x \ >x " ' ;, \ / \. X -.. _.,_ 1/ ' "',, \, -~"--, 3 i \ '· ~fl/ 9 . ' 8 TYP. : -----ii-fill I ,---( I ' ' \ "' \ ,, ,, ,, --- • ,...- I:~/ "'···-.. ,..,./ < \ l •18'bGA ', v /I .,., ' 0· '·· ),, --, □ )t EXISTING CARETAKER'S HOUSE 3 l..':)h i ' ' I ' \\ I :17 i I_ -i ; I/ L '-t·t.-~·; ' ' '' I . . , .i I ', ' I ' ' I ' I ~ ' I ' i ' ' ' , I ' I -' I 2 '@ LJ I jc)_ 05) • APPROVED FOR IRRIGATION I EQ, P.A. '/ TYP. ANO PLANTING ONLY, : 1, lJYL // '' l INCLUDING PRECISE I EXISTING PARISH ", ' ' . ' .. "-..., '' • I LOCATION OF PLANTING ~I, I I j;p HALL EJ @ ,lir'?\ I I I AREA. '1,..-----1 I i ~i~ 1: . ' p\ ' ~ ' "AS BUILT" 48 ' ~ y~!' A. ~ ' I_ v-' --'(' -P,A. • -- I -~ ! -~-f-@ © ACE EXP. DATE ' ' -- I ' • • • • • • • • • • • • • • • ■- 35 29 -I, ~\ ~ MATCHLINE SEE SHEET L-2.2 REVIEWED BY: ' L-2.1 ' n P.A. ~ : : INSPECTOR DATE /1\ I SH4ET I CITY OF CARLSBAD ~ PLANNING DIVISION 0 CONSTRUCTION PLAN ST. PATRICK'S 10 20 SCALE: 1'1 -= 20-011 -----40 ~DS~ PARISH SCHOOL ~JON L PQWE::½i APPROVED: (~:~(\ 6-: f::l \..d\-14 ~30ll5 '?s ~ Q It-~~.:;; '\,,.../" lilltiNATUFlE PLANNING • • "';, \0-2"!-12 § DWNBY: KEE PROJECT NO. DRAWING NO. ""(.._-......___ OAtt /_~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: JLP SOP 96-02(A) ~ f<' REVISION DESCRIPTION 487-6L Op CAL\\'O piration Date: DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWDBY: 11/30/15 10.23.15 DPA JOB #14-006 "@) '-J ' iii' C(J ' • .<SJ 10 7YP. 12 \l) ' @ K-8 SCHO , 11'-0 --------------------- :z \c) :::; 7YP. -<: .\:{\:il __ :j~:~~;1;:1i 7YP. 12 --,, ' lU' ' 10 41-6!) 10~,F;="i"1"n1io'i" c, K-8 SCHOOL 10 • 12 7YP. 7YP. 12 13 P.A. P.A. EJ P.A. 22 7YP. EJ ! ' I' ' ----'.--!, P.A. 3 \ \ \ • • • \ \ ' ' ' I -I I ·-- r ( -' ---- LIMIT Of; WORK LINE ' • I ' l __ 3 I I ' . L_ __ I I . r ' : -- ' ' ' -------1---., 9~--=~--- -F- 3 8 7YP. ~_,-==::::-cc-=~@1---~-=--~ ~ I ~--_C:cccJ... IJ __ \ SOIL SAMPLE NOTES \ \ \\ \ 1. SOIL SAMPLES SHALL BE TAKEN BY THE CONTRACTOR AFTER ROUGH GRADING, TESTED, WITH RESULTS AND RECOMMENDATIONS APPROVED BY THE CITY. 2. SEE SPECIF/CATIONS SECTION 329200. \ C:'IDAAWING FlLE6\TITLE SHEETS\CLSB·IP.OWG REVISED: 5/15/2012 o/ . /o ---io-+EJ. S P.A. 8 7YP. EXISTING RESTAURANT \j I l_--_I I,. ---I ' i i_:::-:-: j P.A. -~-35 35 X. s .A P.A. EX. S P.A. ---------i.=i---------__ P.A. I ' r7 I I I\ ' ' I i ' ...;;.,..-;-..,,.,---■• --•• " --·-·" --• ". -4 ···-17 )i~ I I , -7 -··------1-·--··1--I -~-~~-~--,----,------------------------, I ' ' I I 3 LIMIT OF WORK LINE ! ' ! I \\ I I i I \ ' \ . \' -' PARKING AREA/LANDSCAPE PERCENTAGE NOTES i; \', TOTAL PARKING AREA INCLUDING SPACES AND DRIVE AISLES= 31,224 S.F. ' \ TOTAL LANDSCAPED AREA WITHING PARKING AREA= 2,175 S.F. OR 4% OF TOTAL AREA ' '! '' ·1 : ' ,Ii ' ' -- ' SEE SHEET L-2.1 FOR CONSTRUCTION LEGEND AND NOTES - \ • / '-------, ----. -7- CONVENIENCE STORE ' ' ' I ii EXISTING GAS STATION 10 20 40 -----SCALE: 1" ;=: 20-0" ' I \\.__ 3 ' ---------- i' , I 4 , I ____ I . I I· '' : I I: ! I I, " ,, " 3 ----/-- ~-~ ✓-====='-l\'I ----=='--1, EXISTING CHURCH L-2.2 I SsET I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD I S2EOTS I PLANNING DIVISION CONSTRUCTION PLAN ST. PATRICK'S PARISH SCHOOL 1----t----j---------------i---r----t---t----J I APPROVED, ,u~ er:: E:.I\At PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWNBY: KEE PROJECT NO. DRAWING NO. CHKD BY: JLP SOP 96-02(A) 487-6L RVWDBY: 09.22.15 DPA JOB #14-006 ' / t 1 ', ! ( I I ,I ' 'I ii I MALLEABLE POST TOP SIGN (2) 3/16" GALV. VANDAL RESIST. \----+~~BOLTS 11/2" DIA. SCH.4O GALV. POST SLOPE TOP TO DRAIN 0 l 8 " l ,, ,, DIA. GRADE SEE SHEET L-1.0 FOR S/GNAGE A-1--R_E_C_Y_C_L_E_D_W_A_T_E_R_S_I_G_N ________ _ (TO BE INSTALLED WHEN RECYCLED WATER JS AVAILABLE) NOT TO SCALE \ \ ' C:\ORAWING: FllES\TlnE SHEETS\CLSS-.-IP,DWG REVISED: 5/1512012 r < ,. ~-'"'-.. ~· ·. ~·· ~"'·~;...- 1 • oiFIE! etr<l'ACE ·· · . .\ , ··i f i.&M1tkf4"1#1k¼1/Y&,;#fff4:1/Yifffffff ¥ l f'OIA!:U ~ LN: --~ 31; FEE'! l <ee M'Rl,;'~1: ~1 t t ! I I ! ! l. ! l'01E, AU. ;;ECY/"l rl ~;a. ~ra. f'lf'E RO 51.EE'VE& ~ ea Rff'l.l: #lO !JalEP Ao !ff{;f~ t! 'ST~~ o!'£CflC,\'!1Gtl$ R::R F!WATE ~Tl(;!{ 51'&1!:H&' ~eeAP !i!:'CUl"A,Kki .w:a l4C ~r,a.e !'OR. ca,\,~ Cf !iEC'fa.E.P ll,!,T,:RIW6' CCTOSE!<: ~ POT ABLE MAINLINE CROSSING !" ' / / / !" I ltt jl/1 //,/ / / / / ,/ / / rrP/ jltt SEE SHEET L-3.2 FOR IRRIGATION LEGEND AND NOTES / jta( jltt ./ /,,/ / jltt I I I l l l i I ' l I l ! : // ,/ ,/ / llz D 10 20 ----SCALE: 1" = 20-0" ,-.,.-ME!ER OOX :!!I. HE1ER U' • I _,..1 __ _ JONLPOWE """' --·----,~-~-.-~-="·'~ I 40 ~ SIGNA,URE ·ration Date: 1/30/15 1 DATE INITIAL DESIGNER OF WORK EXISTING PARISH HALL ■--■--■-----■--■--■--■--■-MATCH LINE SEE SHEET L-3.2 L-3. I SH6ET I I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ~ PLANNING DIVISION 0 IRRIGATION PLAN ST. PATRICK'S PARISH SCHOOL APPROVED: ff·,:, i, 6t"-8I~ ll. "2---1-_,,, PLANNING OWNBY: !SE!;; PROJECT NO. DRAWING NO. REVISION DESCRIPTION DATE lNlTIAL DATE INITlAL OTHER APPROVAL CITY APPROVAL CHKD BY: JLP SDP 96-02(A) 487-6L RVWDBY: 10.23.15 DPA JOB #14-006 __SY__M Q HVAR F ® @@© CD@®© ®@(]@ @ @(iJ)@ @®@@ @@) (jg)@ @ ®@ ® @@ ® @@ ® ®@ ® ®® ® ®@ ® Jo @ ... CM CB MFGR RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAIN.BIRD RAINBIRD HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER MODEL# 1800 SERIES -5' Q, H, F 1800 SERIES -8' Q, H, V, F 1800 SERIES -10' Q, H, V, F 1800 SERIES -12' Q, H, V, F 1800 SERIES -15' Q, H, V, F 1800 SERIES -4' EST, 4'SST l-20-ADV/36V-.5/1.0/2.0 SR l-20-ADV/36V-.75/1.5/3.0 SR l-20-ADV/36V-1.0/2.0/4.0 SR l-20-ADV/36V-1.5/3.0/6.0 SR MP 1000/Q, H, F MP 1000/Q, H, F MP 2000/Q, H, F .GeM .10, .20, .41 .25, .50, VAR, 1.00 .40, .80, VAR, 1.57 .65, 1.30, VAR, 2.60 .93, 1.85, VAR, 3.70 .61, 1.20 .43, .90, 1. 70 .68, 1.30, 2.70 1.0, 1.80, 3.70 1 .40, 2.40, 4.90 .2, .4, .75 .2, .4,.75 .4, .75, 1.5 BAD ESI DESCRIPJION 5' 30 SPRAY HEAD• 8' 30 SPRAY HEAD' -0' 30 SPRAYHEAD • 12' 30 SPRAY HEAD• 15' 30 SPRAY HEAD• 4x15', 4x30' 30 SPRAY HEAD• 20' 40 ROTOR HEAD• @ 1 25' 40 ROTOR HEAD• 30' 40 ROTOR HEAD• 35' 40 ROTOR HEAD• 12' 40 ROTOR HEAD• 15' 40 ROTOR HEAD• 20' 40 ROTOR HEAD• RAINBIRD 1806-SAM-PRS-5CST-B STREAM BUBBLER @.5 GPM ---------------+®~G~,L,., -----+@~Gcc.lc+ ~ RAINBIRD 1300A--F ADJUSTABLE FLOOD BUBBLER 1.0 FLOOD 30 BUBBLER ~ @L-8.1 Cf\L-B8.1 1.5" -LF825 Y SERIES BACKFLOW PREVENTER (LEAD FREE) -------------+~-➔ FEBCO RAINBIRD DATA IND. RAINBIRD RAINBIRD HUNTER 2 1/2" EFB-CP-PRS-B SERIES MASTER CONTROL VALVE. Tu IR-220P FLOW SENSOR -WIRE TO CONTROLLER USING P717D CABLE IN 1" CONDUIT. (D ESP-LX-32-MODULAR/LXMMSSPED S.S. PEDESTAL MOUNT CONTROLLER WITH RSD-BEx MOUNT~D RAMfNSOR @ EFB-CP-PRS-B REMOTE CONTROL VALVE -SIZE AS NOTED @ ICZ-101 REMOTE CONTROL DRIP VALVE -SIZE AS NOTED @ WILKENS 850 SERIES BALL VALVE -LINE SIZE------------------+c--,-,--t HUNTER HQ-44LRC-AW 1" WITH HK-44A KEY (HAS ACME THREADS) --------------@e-,L~!,.,.+.1 HUNTER ECO MAT IN LINE DRIP, (PLD DRIP LINE IN MAT TO BE PURPLE) INSTALL PER MANUF. RECOMMENDATIONS AT 4" BELOW FINISH GRADE PLD-04-R PURPLE DRIP LINE 1. THE WORK SHOWN ON THE IRRIGATION PLANS IS SCHEMA TIC. ALL ITEMS, I.E. CONTROLLERS, VALVES, MAINLINES, SLEEVES, WIRES, IRRIGATION HEADS, PIPING, ETC. ARE SHOWN IN THEIR APPROXIMATE LOCA T/ONS ONLY. 2. THE CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS THEY ARE IN DIRECT CONFLICT WITH THE UNDERGROUND UTILITIES, I STRUCTURES, PERMANENT IMPROVEMENTS OR PEDESTRIAN OR VEHICULAR ! SAFETY CONSIDERATIONS. / 3. SPRINKLER HEAD LOCATIONS ARE TO BE ADJUSTED FROM THE DIMENSIONS SCALED OFF OF THE DRAWINGS TO PREVENT OVERSPRA Y ONTO BUILDINGS, WALKS AND STRUCTURES. 4. NOTIFY THE LANDSCAPE ARCHITECT OF CONFLICTS BETWEEN THE PLACEMENT OF PLANT MATERIALS AND IRRIGATION HEADS, AND DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONSIDERATIONS. 5. THE CONTRACTOR AND/OR OPERA TOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE THE HEALTHY GROWTH OF THE PLANT MATERIALS. AT NO TIME SHALL THE CONTRACTOR I OPERATOR APPLY WATER AT A RA TE OR FREQUENCY WHICH RESULTS IN RUNOFF OR SOIL SATURATION. 6. DO NOT LOCATE TREES OR TALLER SHRUBS IN LOCA TlONS WHERE THEY WILL BLOCK IRRIGATION HEADS AND PREVENT ADEQUATE COVERAGE. WHERE CALLED FOR, OBTAIN APPROVAL OF THE LANDSCAPE ARCHITECT FOR PLACEMENT OF TREES, SHRUBS OR OTHER ITEMS OF WORK. 7. VALVE BOXES ARE TO BE LOCATED IN SHRUB AND GROUND COVER BEDS 12" FROM THE EDGE OF THE BED. 8. IRRIGA TlON MAINLINES AND LA TERA LS THAT ARE SHOWN ON THE PLAN IN PAVED AREAS ARE TO BE LOCATED IN THE ADJACENT PLANTING AREA, 6" FROM THE EDGE OF PAVEMENT. · ·. \ IRRIGATION NOTES J ...:.:..:· CONVENIENCE STORE ' HUNTER PWP PWP PWP PURPLE PVC MAINLINE-3/4" -11/2" SCH 40: 2" AND LARGER CLASS 315-18" MINIMUM BELOW GRADE-SIZE AS NOTED @@ PURPLE PVC LATERAL-CLASS 200 -12" MINIMUM BELOW GRADE -SIZE AS NOTED (NO 1/2" USED ON PROJECT) K B. c .\: 1, ALL AREAS SHOWN TO BE PLANTED WILL BE /RR/GATED WITH A FULLY . AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM. THIS SYSTEM WILL USE LOW GALLONAGE, LOW PRECIP/TA TION RA TE SPRAY HEADS, ALONG WITH BUBBLER HEADS IN SMALLER AREAS AND DRIP EMITTERS FOR POTTED PLANTS, HEADS WILL BE GROUPED INTO ZONES BASED ON EXPOSURE AND PLANT TYPES. AUTOMATIC VALVES WILL CONTROL THE L-8.1 L-3.1 ------SCH 80 PVC SLEEVE UNDER ROADWAY -SIZE AS NOTED OR TWICE PIPE SIZE CARRIED WITHIN -36" COVER MINIMUM SCH 40 PVC SLEEVE -SIZE AS NOTED OR TWICE PIPE SIZE CARRIED WITHIN -18" COVER MINIMUM ~-----CONTROLLER & STATION NUMBER = GALLONS PER MINUTE t--------VALVE SIZE ' ALL HEADS IN TURF AREAS SHALL BE IN 6" POP-UP BODIES MINIMUM. BUBBLER SHALL BE IN 4" POP-UP BODIES. ALL OTHERS SHALL BE 12" POPUP MINIMUM. ALL SPRINKLER HEADS AND BUBBLER HEADS SHALL BE HAVE PURPLE CAPS. NOTE: CONTRACTOR SHALL INSTALL INLINE SWING AND SPRING CHECK VALVES AS REQUIRED TO ELIMINATE LOW HEAD DRAINAGE ON ALL ROTOR, SPRAY, BUBBLER AND DRIP SYSTEMS. NOTE: CONTRACTOR SHALL SUPPLY AND MAINTAIN TEMPORARY IRRIGATION TO ALL EXISTING PLANT MATERIAL IN ALL AREAS DURING CONSTRUCTION. \ FLOW OF WATER TO EACH ZONE. 2. THE SYSTEM WILL BE CONNECTED TO THE WATER SUPPLY THROUGH AN APPROVED REDUCED PRESSURE BACKFLOW\ PREVENTER. ALL EQUIPMENT WILL BE MARKED AND/OR COLORED FOR RECLAIMED WATER USE AS REQUIRED. \\ 3. AN AUTOMATIC RAIN SENSING OVER-RIDE WILL BE CONNECTED TO THE CONTROLLER, \ , 4. INDIVIDUAL HEADS AND ZONES WILL BE ADJUSTED TO MINIMIZE ~ \ ~~~'i:R~r[~[~g~~~:gJkf ~;Jio 1S~~R~~~;t~i~~~T:E:~6NAL EXISTING GAS STATION 9;\ PLANT NEEDS, ----~ '-"' 5 IRRIGATION FOR NEW PLANTING IS TO BE DESIGNED WITH POTABLE AND '•. T ·-- n / ! ' !L ! MATCH LINE SEE SHEET L-3.1 --■ • • ■--·--·--• • EXISTING· POTABLE /RR. TO REMAIN, TYP. (THIS AREA NOTA PART OF PROJECT) I' ': " • • • ' I' I ' I 1 · ' ~j I :::::i l,.. - \iil\_-_·.1_~____ I l _ ___J;I ~' \ . ' ·,tr=-==\' --" _ l____ --_ \---l8"C/\--- ----T T--'-'==4~~-~~6==;d_ ,"5,J-7 6 ~ < ~ _ __.,r: :_~-=: _I \ I II __ , ________ . ' ~'---- PROPERTY LINE, TYP. i. I ' I IJ r I -J PROPERTY ___/ LINE, TYP. LJ_ EXIST!Nb----"f==f==j -, !,_1 POTABLE ,-.,.-~ /RR. TO REMAIN, TYi?. (THIS AREA ------NOT A PAR'T OF PROJECT) EXISTING PARKING AREA PROPERTY -----J/Z-~!7 LINE. TYP. : \ ' ' ' -' ' : : I EXISTING CHURCH APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" ACE __ _ EXP. ___ _ DATE REVIEWED BY: L-3.2 INSPECTOR DATE I S1ET I CITY OF CARLSBAD ~ PLANNING DIVISION 0 IRRIGATION PLAN t· , INCORPORATE RECLA/MED PURPLE MAINLINE AND LATERAL PIPE FOR POSSIBLE FUTURE CONVERSION TO RECYCLED WATER. 6. BUBBLER /RR/GA TION HEADS OR /NL/NE SUBSURFACE DRIP /RR/GA T/ON SHALL BE USED TO /RR/GA TE ALL VEGETATION WITHIN 2'-0" OF IMPERMEABLE SURFACES UNLESS THE ADJACENT IMPERMEABLE --+--]-----_.---:;:::;;!!~~t==t=x=========-1=-t=::1=-1==1 ST. PATRICK'S PARISH SCHOOL IRRIGATION AS BUILT PLANS 1. FINAL AS-BUil T PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. C:\DRAW!NG FILES\TITLE SHEETS\CLSB-IP.DWG REVISED: 5/15/2012 SURFACES ARE DESIGNED 6ND CONSTRUCTED TO CAUSE WATER TO DRAIN ENT/RELY INTO A LANDSCAPED AREA. 7. SEE SHEETS L-3,1 AND L-3.2. 8. RECYCLED WATER SIGNAGE TO BE INSTALLED WHEN RECYCLED WATER IS AVAILABLE. SEE~ ~ 20 40 '11 = 20-0" JONLPOWE ,nMS ~ f/f!JJ,.TU~ 1-----+---+------------------+---+---+----+-----;i 1-AP_P_R_o_vE_D_, _ _,__~·~ /=r¼-'=+~~=~---~....J?\ {.T· t:\\::41: PLANNING DATE INITIAL !ration Date: DESIGNER OF WORK 11/30/15 REVISION DESCRIPTION DATE INITIAL DATE INfflAL OTHER APPROVAL CITY APPROVAL DWNBY: CHKD BY: RVWDBY: KEE JLP PROJECT NO. DRAWING NO. SOP 96-02(A) 487-6L 09.22.15 DPA JOB #14-006 ----·--------- I I . , I I I I . ' I I ' . ·. ! • • PLANT LEGEND BOTANICAi NAME TREES AND PAI MS --+-SYAGRUS ROMANZOFFIANA 0°0,-----1-ARBUTUS 'MARINA' _)~~:..__ __ AGONIS FLEXUOSA 'AFTER DARK' --"s.-:::1~,,c---TIPUANU TIPU \ i\ :\ \ \ I ARGE ACCENT .SHRIIB ® PHORMIUM TENAX'ATROPURPUREA' SHRIIBS I ARGE .'?HR/ JBS 0 ELAEAGNUS PUNGENS 'FRUITLAND/I' 3' HIGH HEDGE SHRl!BS @ MYRTUS COMMUNIS COMPACT A ® ® 0 MEDIUM SHRl!BS PHORMIUM TENAX 'APRICOT QUEEN' RAPH/OLEPIS I. 'JACK EVANS' RAPHIOLEP/S I. 'PINK LADY' \. \_ ! l~.i) ' K-8 S \r;: ·~ \i. ~ .(51 ~3 :\ \\t\ \ \ . . J',~ . C:\DAAWING FILES\TITLE SHEETS\CLSB-!P.DWG REVISED: 5/1512012 COMMON NAME SlZE SPACING QlY. CALIPER SIZE AS NOTED QUEEN PALM 10' B. T.H AS SHOWN 12 CHITALPA 'PINK DAWN' 15 GAL. AS SHOWN 32 STRAWBERRY TREE 24" BOX AS SHOWN 7 GOLDEN RAIN TREE 15 GAL. AS SHOWN 4 STRAWBERRY TREE 15GAL. AS SHOWN 10 AFTER DARK PEPPERMINT TREE 15 GAL. AS SHOWN 13 BRISBANE BOX 24" BOX AS SHOWN 32 TIPU TREE 24"BOX AS SHOWN 2 NEW ZEALAND FLAX 5GAL. AS SHOWN 33 SILVERBERRY SGAL. AS SHOWN 71 BOTL\1-llCAI NAME I OWSHRl!BS 5£)_ BUXUS M. JAPONICA 'GREEN BEAUTY'" (_:.) COLEONEMA PULCHELLUM 'SUNSE, GOLD' ~ EUONYMOUS FORTUNE/ 'COLORATA'" NANDINA DOMESTICA 'NANA' SALVIA LEUCOPHYLLA 'POINT SAL' 0 SANTOLINA VIRENS PERENNIAi COLOR @ DIETES BICOLOR """~~®cs•,, DIETES BICOLOR 'LIZ'S SELECTION' ~ ~ L/RIOPE MUSCARI 'SILVERY SUNPROOF"' GEASSES @ MUHLENBERG/A L. 'AUTUMN GLOW' 0 MUHLENBERGIA RIGENS GROUNDCOVERS lmm;llllllmm;llllllmmllllllmmllllllmm,1111111 DELOSPERMA ALBA ~ DIANELLA REVOLUTA 'BABY BLISS' ~ DYMONDIA MARGARETAE ~ GAZAN/A RIGENS L. 'MITSUWA ORANGE' 111111111 II OENOTHERA SPEC/OSA I: lrn ~ 1'1t-JE · FALLOPIA BALDSCHUAN/CA NOTES: CQMMQbL____/,IAE GREEN BEAUTY BOXWOOD GOLDEN BREATH OF HEAVEN PURPLE WINTER CREEPER DWARF HEAVENLY BAMBOO PURPLE SAGE GREEN SANTOLINA 5GAL. 1GAL. 1GAL. 1GAL. 1GAL. 1 GAL FORTNIGHT LILY 1 GAL. LIZ'S SELECTION FORTNIGHT LILY 1 GAL. BIG BLUE LILY TURF 1 GAL. AUTUMN GLOW MUHL Y DEER GRASS WHITE ICEPLANT BABY BLISS FLAX LILY SILVER CARPET ORANGE TRAILING GAZANIA MEXICAN EVENING PRIMROSE MARA THON II HYBRID FESCUE SILVER LACE VINE 1GAL. 1GAL. FLATS 1GAL. FLATS FLATS FLATS SOD 5GAL. AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN 12"0.C. AS SHOWN AS SHOWN 12"0.C. 12" o.c. 10"0.C. 12"0.C. 12"0.C. 51 41 128 10 23 39 20 75 776 55 13 35 FLATS (64 PLANTS/FLAT) 460 8 FLATS (64 PLANTS/FLAT) 39 FLATS (64 PLANTS/FLAT) 9 FLATS (64 PLANTS/FLAT) OR MEDALLION 27,420 S.F. AS SHOWN 17 TRUE MYRTLE SGAL. AS SHOWN 160 1. WOOD CHIPS IN ALL SHRUB AND GROUNDCOVER AREAS • 3" DEPTH · ALSO SEE PLANTING NOTES. NEW ZEALAND FLAX IND/A HAWTHORNE SGAL. SGAL. AS SHOWN AS SHOWN 31 77 IND/A HAWTHORNE SGAL. AS SHOWN 144 HOOL PLANTING NOTES 1. A MINIMUM OF 50% OF NEW SHRUBS NOT PLANTED ON SLOPES SHALL BE A MINIMUM OF 5 GAL. IN SIZE. 2. ANY HERBACEOUS GROUNDCOVER AREAS SHALL BE PLANTED WITH WOODY SHRUBS SO THAT AT MATURITY THE SHRUBS COVER AT LEAST 60% OF THE GROUNDCOVER AREA. 2. PLANf SPECIES WITH AN '"' AFTER THE BOTANICAL NAME ARE IN THE MODERATE WATERING GROUP. ALL OTHERS, EXCLUDING TURF, ARE LOW WATER USE. TREE SEPARATION DISTANCE REQUIREMENTS IMPROVEMENT/MINIMUM DISTANCE TO STREET TREE: TRAFFIC SIGNAL, STOP SIGN UNDERGROUND UTILITY LINES (EXCEPT SEWER) SEWER LINES ABOVE GROUND UTIL. STRUCTURES INTERSECTIONS 20' 5' 10' 10' 25/f 10 20 ----SCALE: 1" = 20-0" 40 SITE USEAGE TOTAL SITE AREA IN PROJECT LIMITS TOTAL LANDSCAPE AREA IN PROJECT LIMITS· INCLUDING EXISTING NEW SPECIAL USE AREA (TURF SPORTS FIELD) TOTAL ZONE I PROPOSED TURF PLAY AREA NEW ZONE 2 AREA (LOW WATER USE) NEW ZONE 3 AREA (MODERATE WATER USE) TOTAL LANDSCAPED AREA WITHIN PARKING LOT 143,715 S.F. 44,695 S.F. 26,284S.F. 1,136 S.F. 16.686 S.F. 1,910 S.F. 2,175 S.F. 31% 18.3% .08% 11% 1.3 4% GENERAL NOTES 1. ALL SHRUB BEDS ARE TO BE MULCHED WITH 3" DEEP LAYER OF 'WALK ON BARK' WOOD CHIPS AFTER PLANTING. 2. ALL LANDSCAPED AREAS SHOWN ON THIS PLAN ARE TO BE PR/VA TEL Y MA/NT A/NED BY THE PROPERTY OWNER IN A HEALTHY AND TH RIV/NG CONDIT/ON AS OUTLINED IN THE CITY OF CARLSBAD LANDSCAPE MANUAL. 3. THE LANDSCAPE PLANTING CONCEPT FOR THIS PROJECT WILL CONSERVE WATER IN THE LANDSCAPE AND COMPLY WITH THE CITY OF CARLSBAD'S WATER CONSERVATION POLICIES AS OUTLINED IN THE CITY OF CARLSBAD LANDSCAPE MANUAL. 4. ALL TREES PLANTED WITHIN 5' OF PAVING ARE TO HAVE LINEAR ROOT BARRIERS PLACED AT THE EDGE OF PAVING AND EXTENDING 6' MINIMUM EACH SIDE OF THE CENTER OF THE TREE. SEE SHEET L-S.I & L-S.2 FOR OUTLINES OF LANDSCAPE ZONES D5<:,ip NL.POWEL m"" _, es "AS BUILT" ACE __ _ EXP. ____ _ DATE ·--·--·--·--·--·--·--·--·-L-4.1 MATCH LINE SEE SHEET L-4.2 REVIEWED BY: INSPECTOR DATE -----t---------------l--+---+---+----;J I SH8EET I CITY OF CARLSBAD I SH2EEOTS I PLANNING DIVISION ~=:'...'.=========='...'.:==~ PLANTING PLAN ST. PATRICK'S PARISH SCHOOL l-----t---+------------------f----t---f----t-----111-A-PP_R_o_v_E_D_: _J__::'.:~::(~~::_1:~'=""'~----/'f'.:Cd.\ 4r-i::\\-,1\::: \\ .,z..-(.--h PLANNING DWNBY: KEE PROJECT NO. DRAWING NO. DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CHKDBY; JLP SOP 96-02(A) 487-6L RVWDBY: 10.23.15 DPA JOB #14·006 I ' . \ . ' ' ' ' \ \ \ BIO-RETENTION BASIN PER SHEET L-2.1 ------------ \ K-8 SCHOOL \ \ SLOPE PLANTING NOTES: SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD 1-COVER CROP/REINFORCED STRAW MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERM/NA TING AND FAST COVERING GRASSES, CLOVERS AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPL/CA T!ON. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MA TT/NG SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. B. STANDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCE:NT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MIN. SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). C. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MIN. OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MIN. OF 1 GAL. CONTAINERS) AT A MIN. RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. SLOPES -6:1 OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MIN. STANDARD #1. B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MA TT/NG SHALL Bf INSTALLED IN LIEU OF A COVER CROP), #2, AND #3. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MA TT/NG SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3, AND #4, AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. C:\DFIAW!NG FILES\TITLE SHEETS\CLSB·IP,DWG REVISED; 5/15/2012 / EXISTING RESTAURANT 11 !] -----1----,,.-- I ' i . ~---., UTILITY/ PLANTING NOTES: ,\ I \ \ SEE SHEET L-4.1 FOR PLANTING NOTES AND LEGEND ,'._ I ----· ·--- I ' . I -· .I I • I • ----------------------- • • -----· -i · 1 -11, \ i / l - i I ' ' ' ! I : ' •': I I---- i-= ~~H\;----~~----------.t l T ~ I J . ~~~ / l J-i-- • \-.. ----1811 C/\ ----·· -. I I ' I I ! i EX. S[I ' ii I I' ' I --·------·--~---------·-------... ·--··-----·--------- -. . . . - CONVENIENCE STORE • . . I ----------·--- ' . ' EXISTING GAS STATION 10 20 40 -----SCNE: 1" " 20-0" I ', ' ' i ' l " EXISTING PARKING AREA . 1-J _) i L ' ' /I I /1·1 / I I , -, ! I , , I_ LJ -....:~ EXISTING CHURCH L-4.2 '1 ' ! 'i IJ , i I _, ! : I: ' ' 1· •• r ' ' ' ' i , I -. • " ' I I . ' r I' ii ii ' ii . i I ' I I -I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1---+---t-1-- 1 \ __________ ----+-----+---------+----------+----ll I sH9EET j CITY OF CARLSBAD ~o PLANNING DIVISION ~ :===---=========='._'.::::=~ PLANTING PLAN ST. PATRICK'S PARISH SCHOOL a-------+----+----------------+------j--f----+----------,J 1-AP-PR_o_vE_D_: -~~Jc~\_,____g__,_. ~~~\ \~-e,_M-~--11-'2--'4,-·i,::; _ PLANNING DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWNBY: CHKDBY: RVWDBY: KEE JLP PROJECT NO. DRAWING NO. SOP 96-02(A) 487-6L 09.22.15 DPA JOB #14-006 ESTIMATE OF YEARLY AMOUNT OF IRRIGATION USED MAWA = (ETO) • (.62) • [(0.7 x AREA) + (0.3 x SPECIAL AREA)] TOTAL MAWA = 44.0 (.62) [(0.7 x 45,015) + (0.3 x 26,284)]= 1,074,714.6 GALLONS ETWU = (ETO) * (.62) * [PF x HA ] + SPECIAL AREA IE SPECIAL LANDSCAPE AREA (SPORTS FIELD) = 26,284 S,F, 0 GALLONS CITY OF CARLSBAD ESTIMATED TOTAL WATER USE ~;TWU I lnlrm:01w :--.;ucnl)l·r !I .... i wirh SL.\ Z:11nc Bl'lm\.· -u:-<.· :<~ m,uw tahli.·:; l~,·,tp(1mm~pir,uic>n Ratt.- ;ET,,',• Plant 1:actc1r (PF;•• J:~11m \\'\'COIS) ;\'I.\\' -11\\·: :H.f -11.!-r, An.:;11,fllnlro1 .. r11: \:;y, f1.1 ii!;\) rrut;tl .\11 S!ql X +-Total SI..\ s~. !1. in S1~·, .1} (.Sh:Jl .\ x Skp 1i_; 1:~rim:1tc.·d Tot:ll \'fatN I· ~i.: 111 )!"!Ion" p,_,r yc.·ar rET\\:"l ·_: • Total ~h'.l!I n,,1 c.·xcc.•nl .\!:\\'C\ Pr11ci:~~ ~rt1i ;\,o, :'!-klo\\') • I \ 2 4 I, 8 ') I" C:\ORAWING FILES\TITLE SHEETS\CLSB-IP.DWG REVISED: 5/1 2012 . . 2 4 s 0.62 1..7.2.8 .s .5 1,136 · 14,565 3,410 908.8 4369.5 1,705.0 ----,----+---+--- . 7 .'55 ,55 1298,3 7,944.5 3,100 38,626.8 1,053,739 ETWU ---:----,----i---- i --n! ---\--- ' I WATER CONSERVATION NOTES 1. ALL AREAS SHOWN TO BE PLANTED WILL BE IRRIGATED WITH A FULLY AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM. THIS SYSTEM WILL USE LOW GALLONAGE, LOW PRECIPITATION RA TE SPRAY HEADS, ALONG WITH BUBBLER HEADS IN SMALLER AREAS. HEADS WILL BE GROUPED INTO ZONES BASED ON EXPOSURE AND PLANT TYPES. AUTOMATIC VALVES WILL CONTROL THE FLOW OF WATER TO EACH ZONE. 2. THIS SYSTEM IS NOT CONNECTED TO RECLAIMED WATER SUPPLY. 3. AN AUTOMATIC RAIN SENSING OVER-RIDE WILL BE CONNECTED TO THE CONTROLLER. 4, INDIVIDUAL HEADS AND ZONES WILL BE ADJUSTED TO MINIMIZE OVERSPRAY ONTO BUILDINGS, WALLS, WALKS AND PAVEMENTS. THE SYSTEM WILL ALSO BE PROGRAMMED TO BE RESPONSIVE TO SEASONAL PLANT NEEDS, 5. SOIL IN PLANTING AREAS WILL BE TESTED PRIOR TO PLANTING, AND AMENDED IN ACCORDANCE WITH RECOMMENDATIONS RESULTING FROM THOSE TESTS. 6. LAWN HAS BEEN LIMITED TO THE NEW SPORTS FIELD AREA AND OTHER MINOR LAWN USE FOR CLASSROOM PLAY. ALL PROPOSED LAWN AREAS WILL USE DROUGHT TOLERANT, WATER CONSERVING TURF VARIETIES. 7. ALL PROPOSED PLANTS ARE FROM A MEDITERRANEAN OR DESERT TYPE PLANT PALETTE, AND ARE ADAPTED TO THE CARLSBAD CLIMATE. 8, ALL PROPOSED SHRUB AND GROUND COVER AREAS ARE TO RECEIVE 3" OF WOOD CHIP MULCH FOLLOWING PLANTING. 9. ALL PROPOSED PLANTING AREAS WILL BE PRIVATELY MAINTAINED BY THE CHURCH. 10. /RR/GA TION FOR NEW PLANTING IS TO BE DESIGNED TO USE NON-POTABLE, TREATED RECYCLED WATER AND WILL INCORPORATE RECLAIMED PURPLE MAINLINE, LATERAL PIPE, HEAD CAPS, VALVE TAGGING AND VALVE BOXES FOR POSSIBLE FUTURE CONVERSION TO RECYCLED WATER. 11. THE PROJECT IS NOT ADJACENT TO ANY NATIVE OPEN AREAS, THUS DOES NOT HAVE ANY APPLICABLE FIRE SUPPRESS/ON ZONES. RECYCLED WATER PLAN LEGEND ALL ZONE 1 AND ZONE 2 PLANTING AREAS ARE PROPOSED TO USE RECYCLED, TREATED WATER HIGH ZONE 1 PLANTINGS (LUSH) = 27,420 S.F. = 60.4% OF THE PROPOSED LANDSCAPE. LARGE TURF PLAY FIELD AND OTHER ACTIVE/PASSIVE RECREATION FOR SCHOOL COMPRISES ALL THE TURF. LOW ZONE 2 PLANTINGS (LOW WATER USE) = 14,565 S.F, = 32,1 % OF THE PROPOSED LANDSCAPE MEDIUM ZONE 3 PLANTINGS (MEDIUM WATER USE)= 3,410 S.F. = 7.5% OF THE PROPOSED LANDSCAPE SPECIAL USE AREA -TURF SPORTS FIELD 10 20 40 -----SCALE: 1" = 20-0" iffi :1,r--- '.;t I t1Jr----11--- --,1 :; -- JONLPOWELL .,..., ~s •= TAMARACK AVENUE ,------------------------------------------------,-7 ' -+--~~~----' 0 ---------·----·-·-----, ---·--·--·--•--f I I I I I r· .. _ _J (( "" EXISTING PARKING AREA l ~ LIMIT OF WORK LINE V E:X w EXISTING . --. :--·-PARKING AREA I ~r [ EXISTING PARKING AREA )) = ·----------·■ -------1 I EXISTING PARISH HALL EXISTING STORAGE EXISTING CARETAKER'S HOUSE I D .. IU IU a: .. Ill Ill z ~ a ~ APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" ACE __ _ EXP. ___ _ DATE • . . ·--·--·--·--·--·--·--·--·-REVIEWED BY: MATCHLINE SEE SHEET L-5.2 L-5.1 INSPECTOR DATE l-----+---l-- 1 ----------l----l----l---l-----ll ~o CITY OF CARLSBAD ~o '.:::L_1_Qj===-'=====P:::LA::::N::::N::::IN::::G=:Dl::::V::::IS::::IO:=N::::=====:-=~===: WATER CONSERVATION/RECYCLED WATER PLAN ST. PATRICK'S PARISH SCHOOL , ---+---+--------------------l------1-----1-----1---...jl I A_P_P_R_o_v_E_o·_. ~/,G,~~ --Ii-~-_,_~===---~ I ,__::...)L 9: t,\\...El-ft PLANNING DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWNBY: CHKDBY: RVWDBY: KEE JLP PROJECT NO. SOP 96-02(A) 10.23.15 DRAWING NO. 487-6L DPA JOB #14-006 '\ I I I I \ I C;\DRAWING F1LES\TITLE SHEETS\CLSB-tP.DWG REVISED: 5/15/2012 \ \ I I \ \ \ \ \ 1. / --■--•-'ff'-■• • K-8 SCHOOL / SQ -- I I • ' I " --I - ' . ' I I w ■-- EXISTING RESTAURANT \i ' I __ J i / ! \ / / I \ \ \ \ I ■ ■---- ---~--=:::::::.: l■J ■J ■l • -■· • -· -• f's ' ■ ■ -, ~,---! K-8 SCHOOL 1<1111 I • •-,, I L A --' \ SEE SHEET L-5.1 FOR WATER CONSERVA T!ON/RECYCLED WATER LEGEND AND NOTES 11 I, ii • - n=-=·-=='-"-'==-=-:==-- 1 ------·--·•: I CONVENIENCE STORE ' I / EXISTING GAS STATION 10 20 -- \ I I 40 ---SCALE: 1" :;::: 20-011 """ ~~ . .,.. _, Op CALl ration Date: 30/15 ■-- ' . 1 ! --• _M_A_Tc_H;I_N_E_s_EE_s_H_E_E_T L~5_.1 __ • --• --• --• --• --• -i-~'. __ . 1 • --t, -,,,'-· _ , i I I • • \ / ( l __ _ ,r LIMIT OF WORK LINE ,■ I / ::1c_:r== I I I • • \ .\ I• : ---------1 I, '/·.·' /.·.··11 f • / - I . 0 I ,I " II : I I i/ ; _J I ' I I I - I I i ( -I I I ---- / I I • I i LJ~ I '1 ' . ' I ' ' ' . l : I I i ' ' I i ' I I, I. I i ' I ' ' ' I I I I EXISTING I PARKING AREA I 1'==~~ ' : -' :1 _c/ ' l I I I --- EXISTING CHURCH ) L-5.2 / ) " -i -----~--I / --· _ _j' I ' I ! I I \ "' I ! "' ' " J J j "' -,/ APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE ___ _ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE l---+------+,LJ1"-----------,---r---r---i-----i I S1HE1ET I CITY OF CARLSBAD ~ PLANNING DIVISION ~ ~==='-=======::=========-====i WATER CONSERVATION/RECYCLED WATER PLAN DATE !N!TIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED: PLANNING OWNBY: KEE CHKD BY: JLP RVWDBY: ST. PATRICK'S PARISH SCHOOL PROJECT NO. SOP 96-02(A) DRAWING NO. 487-6L 09.22.15 DPA JOB #14-006 i EQUAL WIDTH OF WALK OR PER PLAN t 8'-0"MAX 1 PLAN SECTION ___ CONCRETE PAVEMENT WITH DEPTH AND FINISH PER PAVING SCHEDULE ___ 318" ~X~ANS/ON JOINT PER _W_ @30-0 O.C. MA~ ~ !¥+---SCORE JOINTS ~ __ ADJACENTGRADE- 1" IN TURF AREAS 2" IN SHRUB AREAS COMPACTED BASE -ONLY IF NOTED IN PAVING SCHEDULE ~90% COMPACTED SUBGRADE CONCRETE PAVING SCHEDULE PLAN SYMBOL DEPTH COLOR FINISH OTHER NOTES @F 4" STANDARD GRAY LIGHT BROOM" RE/NF. WI #3 @ 24" E.W. ®-4" DAVIS 'PEWTER' l T. RETARDANT SAND FINISH RE/NF. WI #3@ 18" E.W. ®-4" DAVIS 'SANDSTONE' LT. RETARDANT SAND FINISH REINF. WI #3@ 18" E.W. ®-4" STANDARD GRAY LIGHT BROOM" RE/NF. WI #3@ 18" E.W. @-4" STANDARD GRAY LIGHT BROOM• RE/NF. WI #3@ 18" E.W. •PERPENDICULAR TO FLOW OF TRAFFIC @ CONCRETE PAVEMENT SCHEDULE NO SCALE ADJACENT PLANTING AREA 1% SLOPE ----POURED CONCRETE MAINTENANCE WALK ----3/8" PREFORMED EXPANSION JOINT ------CONCRETE CURB PER CIVIL PLANS ADJACENT PAVEMENT / 90% COMPACTED SUBGRADE SEC@ FOR MA/NT. WALK COLOR &FINISH @CONCRETE MAINTENANCE WALK NO SCALE ---1/2" R TYP. LIGHT WEIGHT NON-WOVEN FILTER FABRIC -WRAP UP FACE OF CURB MIN. 6" -OVERLAP MIN. 6" AT EDGES SUBGRADE BELOW PLAY AREA TO SLOPE TO SUBDRAIN @1% MIN. AS PER PLANS ·-------#3 VERT@ 18" '--------#4 HORIZ CONT. ,OP & BOTTOM I CONCRETE PLAY AREA CURB SCALE 1"=1'-0" C:\DRAWING FILES\TITLE SHEETS\CLSB-IP.DWG REVIS D: 5115/2012 SECTION SECTION DEEP TOOLED JOINT WI 118" R TOOLED EDGES - ,------SPACING PER PLAN OR CONCRETE PAVEMENT SCHEDULE CONCRETE PAVEMENT PER SCHEDULE ~--------1/8" R TOOLED EDGES 3/8:' i PREMOLDED FELT EXPANSION JOINT WITH TEAR- OFF CAP -SPACING PER PLAN OR CONCRETE PAVEMENT SCHEDULE. REMOVE CAP AFTER CONCRETE CURING AND FILL WITH ELASTOMERIC SEALANT-COLOR TO MATCH PAVEMENT. SAND TOP OF SEALANT WITH SILICA SAND BEFORE SET '--------CONCRETE PAVEMENT PER SCHEDULE -------1'-0" LONG GREASED #4 SMOOTH BAR@ 18" EQUAL ,READS -SEE PLANS FOR DIMENSION J r ----CAST CONCRETE STEP 2" BAND OF 114" TACTILE l ____ GROOVES LOCATED 1" FROM OF RISER. STAIN WI SCOFIELD "PADRE BROWN" CONCRETE S1AIN OR APPROVED DARK CONTRASTING COLOR --~r-c.,-.-,-.---, -=-------:r-:====⇒--112" R -TYP. • ◊-~~.... • / / '.,o,·, 3!4"TYP. /[?J_ ·'. <>.'•:~ • 7t -..... P" "'Oil' o :"t-•-...., •' ~ '-cc----'-'-~.,t #4 @ 24" __ ___/ NOTE: SEE & CIVIIL GRADING P OR NUMBER AND SIZE OF RISERS AND TREADS LU • LU:;,; ~a it2 ~-#4 NOSE BAR EA. TREAD LU (f) (f) -z "': < @~ ADJ. CONG. WALK ' 3/8" E.J. HANDRAIL@ 1,_3 ,, POST L-6.5 .f---'--=--+---,lo I I #4 REBAR -TOP, BOTTOM, ENDS & 18" o.c. 6" WIDE CAST CONG. CHEEK WALL WITH SACK SMOOTH FINISH BOTH SIDES OF STEPS. POUR SEP ARA TEL Y PRIOR TO POURING STEPS CONCRETE STEPS-@ Z-6" Y LJ EXTEND & ,URN 1/2" R CORNERS - TYPICAL ADJACENT PAVING ® CONCRETE PAVEMENT JOINTS NO SCALE © CONCRETE STEP NO SCALE #4 REBAR @ 2'-0" FROM CHEEK WALL INTO STEP D STEP CHEEKWALL ----------SCALE: 1''=1'-0" 4" 6" ..,------CONCRETE WALK 1/2" RADIUS (WALK FLUSH AT ARTIFICIAL TURF AREA) COMPACTED SUBGRADE F CONCRETE WALK TURN DOWN EDGE t:i.◊. ~ it"~D~~&. ~-., .• r:..o. i,.•: •••. _,,..: •••. •.e.• ~~,;t,.~-~-t,.b··· .. ·-;I! • ~Q·,. . . -~~◊•:' .... Q ·: • ,Q,1 •• ,. • ,o . .. , ~ ·"'" ... •' +--+-'~~~~ . -W.~,:,a-.;<t,• ~ ~/~r..o·:•r,.\·":· ! ~J~\i;~t;,' \; -~◊•:•~-~h -'l-----1--oi • ,o" ,if • \ 6" 1'-011 SCALE: 1"=1'-0" CONCRETE WALK ,---#3 REBAR CONT. -PIN WI #3 DOWEL x 1'-0" LONG@ EXPANSION JOINT ---1/2" RADIUS ---PLAY AREA FALL ZONE SURFACE @ ---#3@ 1'-6" o.c. --COMPACTED SUBGRADE J DEEP POUR PLAY AREA EDGE SCALE: 1"=1'-0" THICKEN ADJACENT WALK TO DEPTH OF PAVER BASE SLAB 13/8" TO 2" THICK DECTABLE WARNING PAVERS 114" EXP . JOINT __ SWEEP MORTAR I SAND MIXTURE INTO JOINTS AF,ER SETTING PAVERS GJ #4x 18" GREASED LATEX THIN SET MORTAR BED SPREAD PER MANUFACTURER'S SPECIF/CATIONS DOWEL@ 4" CONCRETE SLAB COMPACTED SUBGRADE 2'-0" o.c. NOTE 1. WARNING PAVER TO BE 1'-0" X 1'-0" TILES AS MANUFACTURED BY ARMOR-TILE TACTILE SYSTEMS (armor-tile.com, TILE TECH PAVERS (tiletechpavers.com), OR EQUAL 2. COLOR TO BE CHARCOAL @ TACTILE WARNING PAVER ---------FINISH GRADE -ADJACENT PLANTER _______ POURED IN PLACE CONCRETE EDGE- SMOOTH TROWEL FINISH --<---•/ 1~------1/2" RADIUS TOOLED EDGE -TYP. -I /~-----3!8"EXPANSIONJOINT 8" ----CONCRETE RAMP '-------90% COMPACTED SUBGRADE -----------#4 HORIZ. REBAR CONT.- TOP & BOTTOM NO SCALE -®i--,;;;C;..;;:O;..:;N=C~R;;.;;E;;..;T:..:E:;;...:.;R:;;;.A.;;;M;..;..;;,P...;E:;;;.;D:;::;..;=G:.=E=-------SC-A-LE-, 1-"=-1'-0_"_ FINISH GRADE PLANTER AREA (MOUND SLIGHTLY) Ci) 8" l 1 #4NOSE BAR ~-#4 NOSE BAR, TYP. 1/2" R. NOTE 1. ALL EXPOSED CONCRETE SEAT SURFACES TO HAVE A LIGHT SANDBLAST FINISH. 2. SEAT STEPS ro BE CONSTRUC,ED OF NATURAL GRAY CONCRETE. 3. SIDES OF STEPS TO BE 8" THICK SIM. TO BACK. 6" ------#4@ 15" E.W. 112" E,J. F.S. PAVING w @1-c_o_N_c_R_E_T_E_S_E_A_T_s_T_E_P_s __________ sc-A-LE ___ 1" =_1_,_0-.. L-6.1 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA . "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1 ~ CITY OF CARLSBAD ~ l----l----l-----------------1-----1-----l-----1----II L_1_gj PLANNING DIVISION ~ DS ::===-==========='....'::::===: CONSTRUCTION DETAILS ST. PATRICK'S PARISH SCHOOL NL.POWEL "'· #2645 ·~ ~.s ~ ., !-----+--+-----------+----+--+----+----<I I A-PP-RO-VED_, ---'---/t~~"----'-\ ___,ft:._,,-~=t=-=>..,_,_r\t.____ l----l----+------------------1------1------l-----1----11. PLANNING ::=:::::::::::==:::;;;:;::==;-;========::;~===: --DATE INITIAL piratlon Date: DESIGNER OF WORK 11/301'15 REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: KEE PROJECT NO. DRAWING NO. CHKD BY: JLP RVWDBY: SOP 96-02(A) 487-6L 9.22.15 DPA JOB #14-006 NOTE: GROUT TO MATCH ARCH. GUARDRAIL -1,----=~ WHERE OCCURS "' .. 1J / :"1 I I ' I I RETAINING WALL ~-8" WIDE CMU CHEEK WALL -SIM. TO RET. WALL WITH CAP, COLOR AND FINISH TO MATCH (F\ PLANTER GRADE 2 GOA TS HOT MOP WATER PROOFING NOTES: t! 9" 1'-9!1 J -------PRECAST CONG. CAP, ACID WASH FINISH, MITER CORNERS. COLOR TO BE REG. GREY., DIMS. AS SHOWN 1----------CMU-COLOR & FINISH TO MATCH ARCHITECTURE -------8" CMU -GROUT FILL ALL CELLS '------EXPANSION JOINT @ '--------#4 HORIZ@ 16" 0.C. "------POURED CONG. FTG. ON 90% COMP. '----- SUBGRADE (2) #4CONT 1. LEAVE EVERY OTHER VERTICAL JOINT OPEN BELOW SURFACE FOR DRAINAGE. 2. ALL EXPOSED SURFACES OF ALL CAP, INCLUDING ENDS ARE TO HAVE 'ACID WASH' FINISH. A PLANTER WALL WITH CAP +-------___,;.,_ ____ _ SCALE 314"=1'-0" (B\ I HANDRAIL~,--· ---.-., PLANTER GRADE NOTES: l 1 ,· . ' .... ,., -·-----·----- -------PRECAST CONG. CAP, ACID WASH FINISH, MITER CORNERS. COLOR TO BE REG. GREY., DIMS. AS SHOWN 1----------CMU-COLOR & FINISH l 1 TO MATCH ARCHITECTURE -------8" CMU -GROUT FILL ALL CELLS '------EXPANSION JOINT @ ""---------#4 HORIZ@ 16" 0.C. -------POURED CONG. FTG. ON 90% COMP. SUBGRADE "-----(2) #4 CONT 1. LEAVE EVERY OTHER VERTICAL JOINT OPEN BELOW SURFACE FOR DRAINAGE. 2. ALL EXPOSED SURFACES OF ALL CAP, INCLUDING ENDS ARE TO HAVE 'ACID WASH' FINISH. @1-L;;;;.O.;;...;.W,;..,..;.W.;,.;A;..;;,;;;L;;;;;L;..W,;.;,.;;.IT.;;.;;..H;;,..,,;;C~A.;;;P;..._ __________ SC-A-LE-3/_4_"=1-'-0-" ------ROUNDED MORTAR CAP C -----8" CPU, GROUT ALL CELLS SOLID, CMU COLOR AND FINISH TO MATCH ARCH. ------3/8" EXPANSION JOINT FINISH GRADE PLANTER AREA ;--318" EXPANSION JOINT, TYP. LU IS) LU z '\l sC IS) ___, LU <l.. LU IS) LU z '\lse IS) ___, LU <l.. -___, 0,: s: :;: G l 1 ;--3/8" EXPANSION JOINT, TYP. I ¾- 2'-0'1 l 1 #4 VERT. @24" O.C., TYP. #4 HORIZ. REBAR @18" O.C., TYP. ELASTOMERIC WATERPROOF MEMBRANE (2) #4 CONT., TYP. @ CONCRETE RAMP WALLS l 1 l 1 NOTES: ----CONCRETE RAMP 90% COMPACTED SUBGRADE ELASTOMERIC WATERPROOF MEMBRANE ---J 0,: s: :;: G '------90% COMPACTED SUBGRADE :i , ~------#4 HORIZ. REBAR CONT.- :,;; :, 18"0.C. ~ ~tJ_~n=:i_~~~• ~ ELASTOMERIC WATERPROOF MEMBRANE 1 · 7--------#4 VERT@ 24" O.C., BOTH WAYS 7 . I 7 · IN FOOTING . I • . . ..:.. -:.... !!. ;.. _. -· -·--· -' l 1 1. ALSO SEE SHEET L-2.1 PLAN VIEW FOR LOCATIONS OF FENCE, HANDRAIL AND GUARDRAILS. 2. SEE STRUCTURAL FOR WEAKENED PLANE JOINT LOCATIONS. SCALE: 1"=1'-0" ' I I ' I ' ' ' 8u I: t-~•I PERSTRUCT. PLANS -------PRECAST CONG. CAP, SMOOTH TROWEL FINISH, MITER CORNERS. COLOR TO BE REG. GREY., DIMS. AS SHOWN ----8" x 8" CMU -GROUT SOLID ALL CELLS 3/8" EXPANSION JOINT "----------POURED CONG. FTG. ON 90% COMP. SUBGRADE -----------~ REINFORCING PER STRUCT. PLANS ~ C\1 LOW RETAINING WALL WITH CAP HANDRAIL@ 1,_3,, POST L-6.5 j,_..----'--=---'-----" I I I I I I SCALE 1"=1'-0" 6" WIDE CAST CONG. CHEEK WALL WITH r SACK SMOOTH FINISH BOTH SIDES OF STEPS. POUR SEPARATELY PRIOR TO POURING STEPS CONCRETE STEPS @ 2'-61! ti ' ;,... -~[ --~1_-_-;::~~~~~·' : . : .... I I I I I 1/2" R CORNERS - TYPICAL ' ' . --~ I l #4 REBAR -TOP, BOTTOM, ENDS & 18" o.c. C\1 w EXTEND & TURN #4 REBAR@ 2'-0" FROM CHEEK WALL INTO STEP ADJACENT PAVING F STEP CHEEKWALL +------------SCALE: 1"=1'-0" ' L ___________ 7 • ' ' ' ' ' ' RETAINING WALL, ALSO SEE ~ CONCRETE STEPS @ : : I I I I I I ' ' ' (._ ____________ , I I I I I I I I I I I I I I • ' ' ' ' ' ' ' I I : L J I ~--------------~----' ' ' I : l I HANDRAIL (A\ POST-SEE~ 1/2" R CORNERS - TYPICAL ADJACENT PAVING ' ' I I I f I ~ ~ --. ----. -_------.-.-~ -~ -J -+ ~ --.---- 1 . : -~• 1 CONC. FOOTING I 7 7 7 "------J 7 -·· ~ FOR CHEEK WALL I . . /; ~ .<1_ -- 6 -:_ -_<L --~ ---<l --~---~EXTEND&TURN #4 REBAR @ 2'-0" FROM CHEEK WALL INTO STEP D STEP CHEEKWALL AT RET. WALL +------------SCALE: 1"=1'-0" L-6.2 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE WALL DETAILS ST. PATRICK'S PARISH SCHOOL JONLPOWELL "'"' ~ NATURE 1-----l----+---------------+----+-----+--+-----ll I A-P-PR_o_vE_D_: --'---fi;&~-=-.,\'-{:;_--'---i-_t\=i.4t=,_..___ t\-z..--( -i.:;; l-----l------+----------------1-----+---+---+-----ll ::':· P::::LA=:N:=N=:IN::::G:::::==:::::::::=:::;-;-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=;::::===='. DWNBY: KEE -- DATE INITIAL Expiration Date; DESIGNER OF WORK 11/30/15 REVISION DESCRIPTION DATE INITIAL DATE INITlAL OTHER APPROVAL ClTY APPROVAL PROJECT NO. DRAWING NO. CHKDBY: JLP RVWDBY: SOP 96-02(A) 487-6L 09.22.15 DPA JOB #14-006 --------------- AT TOP OF WALL SET POST WI POR-ROCOR EQUAL NON-SHRINK GROUT C\] a ' \.\) >< -<( ::;; Nt \.\) ' CT/ON I ELEVATION SE NOT ES: I I/ I I ,, ,, \" C\] C! "--'-'- 1. A LL POSTS TO HAVE WELDED CAPS I .. I I/ I I \.\) ' C\] 2. TUB. STEEL AND POSTS TO BE HOT DIPPED GALV., __ Cq\, ~ I ~ I ·, 9 : ". • •, (l : ~. • ·.' ------------------- I 1 112" x 112" T.S. TOP RAIL 11 /2" SQ. T.S. LINE POST@ 8'-0" C. MAX. ( 4'-0" O.C. AT RAMP ND HANDRAIL LOCATION) 0. A 5 /8" SQ. T.S. PICKETTS @ 3 1/2" O.C. 2" SQ. T.S. END, CORNER OR G ATE POST ONG. WALK WHERE OCCURS C 8' 'DIA. x 1'-6" CONG. FOOTING FOR NE POSTS LI 1)2 " DIA. x 2'-6" CONG. FOOTING FOR ND, CORNER, AND GATE POSTS FIN/SH GRADE ' I ~--TOP OR BOTTOM FENCE RAIL --11/2" ANGLE WELDED TO RAIL --3/8" x 3" LAG SCREW WI LEAD EXPANSION ATTACHMENT TO SHIELD MASONRY & ~-MASONRY OR ~ CONCRETE WALL CONCRETE WALL ~1---T_U __ B_U_LA ____ R......;.S,_T.aaE-E-L-F_E""'N~C-E""--_______ 1_12_,,=_1,_0_ .. @NOTUSED SCALE 1/2" = 1'-0" t1J z lt' :r: lo.! ~ 2 \-(l) :r: _, ',,';) "1 llJ :r: a ' \.\) -----------------------------,._ ---"··--------------------------------------------------------~ 2'-0" MIN. EA. SIDE OF GATE 4'-0" CLR ~------11/2" SQ. T.S. GATE FRAME ------211 SQ. T.S. POSTS -TYP. TUBULAR W STEEL FENCE ~ ~--+-HEAVY DUTY, SELF CLOSING SPRING HINGE (TYP.) - HOOVER FENCE CO. #NW093 OR EQUAL (800) 355-2335 ,it--jHt---tt--5/8" SQ. T.S. PICKETTS @ 4" 0.C. 4-1Hf--lli--SELF-CLOSING, SELF-LATCH/NG GATE WI KEYED HANDLE OUTS/DE. LOCK TO OPEN WI SCHOOL MASTER KEY. ~Hf-+--PANIC HARDWARE ON INS/DE OF GATE - INTERNATIONAL INT7304x48AL, OR VON DUPR/N 22 RIM DEVICE (4'), OR EQUAL. SPRAYED OR ANODIZED ALUMINUM COLOR FINISH GRADE 5'-0" CLR 2'-0" MIN. .;, :x ~ > ~ ~ :> r • > X ~ ~ /{ ~ X 5'-0"CLR l5cllS -------11/2" SQ. T.S. GATE FRAME I ~-----2rJ SQ. T.S, POSTS -TYP. 2'-0'¼i/N. TUBULAR W STEEL FENCE ~ I/ SPRING HINGE (TYP.) - HOOVER FENCE CO. #NW093 OR EQUAL (800) 355-2335 ,11"11Ht-tit-1Hr+-H+-ll-7Ht-5/8" SQ. T.S. PICKETTS @ 4" O.C. elll-lf+Jf-lf--ll-lf-++H-lf--lfl--SELF-CLOSING, SELF-LATCHING GA TE WI KEYED HANDLE OUTSIDE. LOCK TO OPEN WI SCHOOL MASTER KEY. ex ex PANIC HARDWARE ON INSIDE OF GATE - INTERNATIONAL INT7304x48AL, OR VON DUPRIN 22 RIM DEVICE ( 4'), OR EQUAL. SPRA YEO OR ANODIZED ALUMINUM COLOR FINISH GRADE c() -----GA TE FRAME \.··\__ PADLOCK BY OWNER lr,,.IJ,L.------FLANGE WI 518" HOLE FINISH SURFACE : .-'! ;: .i,.• : .-": i,0 • ": : A ;,• ·"· : .-1 ;,• .t.· : -~ -.,0• r:..• : .P. i,' _,,.. : ..'! ·-..•. i,.• A :.'. t,." ,: "~ -., _.,,. : .t; -.,0 .1o.· : .-1 ;; • ;,.• : •• F-""-'"""''-"'-":='-"-""""-:.S.::"""-'i&:.::...:o:..:-'f"...:o:..:""'-"-~'P~, ,4 ~="°':::""~:::"":j__ CONCRETE FOOTING OVER 95% 1112" SQ. TUBE STL. FRAME & --~ #14 GA. SHEET STEEL BOTH \.\) 1 : : 1 COMPACTED SUBGRADE , , NOTES: -(\J '--"''"c..;" 1,,:":-~,.,\"'••'• ·•·,..:· ':f.""":;,""·~b,,... :.::'::·<.1:..,:;,'-',~°'e.' ::.:•":·::..' '"",:,":,,_.,. ·:.::':::..·:"";,·~e.•·.:..=":::..-1 /'"'1."'!"' •. ":107A.;c·:~"'-'"·.:.'=Q.q'·'~-;r!:'3-"rt;t':<J.::,ilc.,\'""" .• ..,· 1,;e':-1o.;\•"''.'•:.c· =o::':t1:..,, :;.'"'::~·'.-"'· '=.::':·,l:..,.-;s.:.,·~o.e.' :f• ,•<l::..· \¥.,,'·e.•· :,.:'°';,.' '>;-..' .,,_.,. ·'"::':~t; --::':~·~~··:=::':':=-'! ·::':;,·~=··:::=0=1.4!___ ~g~~~~~~;oiJ~~~b~R 95% CANE BOLT-PER ~ / 1112" SQ. TUBE STL. FRAME & ~OJ~c~OSTS TO HAVE WELDED CAPS ' '' ' I '' I \.\) '' I '' ' ¼-It•• ";G, -><-------'-"'"'-"'.:::•·~,.:.i CANE BOLT I LOCK DETAIL 1'-0" DIA. 112" DIA. STL. ROD" ~-l"GALV. '' , , 1 1. ALL POSTS TO HAVE WELDED CAPS ' C\] SIDES OF GATE -SIZE AS REQ'D '' , , 1 2. SEE TUBULAR STEEL NOTES TO MOUNT GATE HARDWARE :; 1 3. TACK WELD 10 GA. EXPANDED METAL MESH ON INSIDE OF L 1-;--0,, _Jl GA TE AND ON FENCE 2'-0" EITHER SIDE OF GATE 1-'( -McN/CHOLS 3/4" #9-FLATTENED, OR EQUAL. 4. TUB. EL AND POSTS TO BE HOT DIPPED GALV. ALSO SEE G L-6.5 B TUBULAR STEEL GATE '-/ ~-(3) HEAVY DUTY, SELF CLOSING SPRING SCALE: 1/2" = 1'-0" HINGE (TYP.) -HOOVER FENCE CO. #NW093 I OR EQUAL (800) 355-2335 ( FRAME .. \,_,_ ___ E_Q_U_A_L ___ ~L,__ ___ E_Q_UA_L ___ _,,. / --2" SQ. TUB. STL. I'' --,-r /'Mr;.-:::;;-=.-;;:...,:::;;-=,,..;;:...,:::;;-=,,..;;::...,::;;-=,,..;;:...,::;;-=.-,;::;-;::;;::::;;:::;;:::;;:::;;:::::;;:::;;:::;;:::;;:::;;:::;;:::;cr;:::~;::;;ji,,--GA TE WITH LOCKABLE LATCH m \ \ '~, ,, ,:-,.,. 0 @] ~ 5/8" SQ. TUB.5TL. / PICKETS @ 4" O.C. I'<:::~'- "., Hr-it--lt--lHt--l-il--l-lt--1-11-r-tt--l-l-v-Jl,-I-2" SQ. TUB. STL. V I' : , v v BRACING 'C' y <"'" I' ' v ..,. 'i:::, ___ ..... .--'~ -@--.._ i::: -.._ CANE BOLT D '' v 0 EACH LEAF L-6 ·3 ~ :-FINISH SURFACE I OF PAVING .. '\ .· t . ' . • . ' . • • . . . . . . . . . • ' . . . • . " ' ... '~:' --, \_ 6" ROUND STEEL PIPE P;ST-C~~NE~:~AC~ NOTES . 1 1 GATE TO POST WITH (3) HEAVY DUTY HINGES """"'I..~ _ j -I ."., 1. ALL POSTS TO HAVE WELDED CAPS 2. SEE TUBULAR STEEL NOTES C I I I"' 3" CLR. 4. TUB. STEEL AND POSTS TO BE HOT DIPPED GALV. ALSO SEEW ~ #14 GA. SHEET STEEL ON 2. SEE TUBULAR STEEL NOTES GATE -SIZE AS REQ'D 3. TACK WELD 10 GA. EXPANDED METAL MESH ON INSIDE OF TO MOUNT GATE HARDWARE GATE AND ON FENCE 2'-0" EITHER SIDE OF GA TE '' "' I '' I I '' I '' I '' I " ~ .-L --_J STL. PIPE -McNICHOLS 3/4" #9-FLATTENED, OR EQUAL. 4. TUB. STEEL AND POSTS TO BE HOf DIPPED GALV. ALSO L 1'-011 L 1 1 SEE G L-6.5 DOUBLE TUBULAR STEEL GATE SCALE: 112" = 1'-0" CANE BOLT D ----SCALE: 1112"=1'-0" 12'-0" CLR ~ 11/2" SQ. T.S. BRACING ~ ~ ~ ::::, .::, ~ • > > I\ ~ -;;; l<i: ,;:; ~ I\ 1i ~ :;; \.::, C: 1ldP -C\j 1o.\; ~ t>."o ·:· 1,.\: .-,.,. -◊ ·:' 1,.\·': ll..0◊ ·:· ll,.~-~ t,.{> ':' t,.~-':r.o ·:· ~ -~·t,.o·:· ~. ':ll.0◊·:· i,,.\ ·':1,,'o •:0 t.\ -~ 1:,:c,.·:0 1,.\:':t,.& ':' 1,,,\ ·': t,.i;, em-cws;<G, ,ecHA<C«<'G GA fie\ (D\ / CANE BOLT-PER,·~ AT OPEN POST/ON C) NEAR BUILDING ' f.._ WI KEYED HANDLE OUTSIDE. LOCK TO OPEN WI SCHOOL MASTER KEY. I / Wf -- ,;:; ::::' ~ ,? " - 11/2" SQ. T.S. GATE FRAME <> 2" SQ. T.S. POSTS -TYP. TUBULAR W STEEL FENCE~ (3) HEAVY DUTY, SELF CLOSING SPRING HINGE (TYP.) - HOOVER FENCE CO. #NW093 OR EQUAL (800) 355-2335 518" SQ. T.S. PICKETTS @ 4" 0.C. FINISH GRADE 'i,,_\ • ':0!\.◊ 0¼'1-:'-'..rl&",lt\ ·,':,,.·o ·:'ti.\· ':1t:..b ·:• t.\;':1o.b ·:• i,,,\ :':1,,.'. . ...:.........:. I I ' / " I 114 ~I (--.-~ - 3" CL#P, : : I . · I.I 1--·~: I ,-1\r-: . I <11 ,_, !-_; -· .... --' NOTES: 1. ALL CONCRETE FOOTING OVER 95% COMPACTED SUBGRADE #3 TIES AT 12" 0.C., TYP. ~: _,~~I.. -I :--#3 TIES AT 12" o.c., TYP. -",----~~--~-i',_,(_ ~ I - ~ !· '' 1,4 I '' 2. SEE POSTS TO HAVE WELDED CAPS TUBULAR STEEL NOTES F DOUBLE TUBULAR STEEL VEHICULAR GATE . SCALE: 1/2" = 1'-0" _,. " I '---'.IL_-----·~ 3. TUB. - STEEL AND POSTS TO BE HOT DIPPED GALV. ALSO SEE~ G _T_U_B_U_LA __ R_S_T_E_E_L_E_N_T_R_Y_G_A_T_E _____ .-,_-1l_-_-2_·--=o'_' _ _,-~-----~--~_.s ________ _ SCALE 112" = 1'-0" APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP. DATE REVIEWED BY: L-6.3 INSPECTOR DATE /1\ I s14T I CITY OF CARLSBAD ~ PLANNING DIVISION 0 FENCE AND GATE DETAILS ST. PATRICK'S ~DSC4,, PARISH SCHOOL ~ON L. POWE::¼,~ .,MS I APPROVED: I~\ er. 8\_,,4 I ~ ~ s \1-~-ln =ru~ PLANNING • • ">-IQ -'2.."!-1). OWNBY: 15.EE PROJECT NO. DRAWING NO. -1 ,'--. =~ /~'(' DATE INITIAL DATE INITIAL DATE INITIAL CHKOBY: JLP SOP 96-02(A) 487-6L ~ Of' CALlfO~ xpiration Date: DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWDBY: 11/30/15 10.15.15 DPA JOB #14-006 , I I GRASS ' 3/16" X 4" PERMALOC "CLEAN LINE" ALUM. LANDSCAPE EDGING WITH MILL FIN/SH. ASSEMBLE PER MANUFACTURERS INSTRUCT/ON. WELD AT CORNERS. AVAIL. AT PERMALOC.COM OR (800) 356-9660 FINISH GRADE DIRT OR ASPHALT PAVING ,_ I IIJl(j Jilli ~ STAKE PER PERMALOC, 12" ALUM. STAKES AS NEEDED @ AWMINUM HEADERBOARD FINISH GRADE --, SHRUBS AREA r----SMOOTH TROWEL FINISH 1/2" RAD/US TOOLED ,,---EDGE -TYPICAL FINISH GRADE -I SHRUBS AREA ."-~~~◊.\·~----I C\J ••,;;,'< ,oa , 1_-,. ·~\, \. "\\\'~till~~ -, .. ,,. ' :fy~WIY ,.I:.. '•,1b.. '. \ ! .◊,il.-.,,◊11.':-... .~G.;'i' ,"o<J '• ---\-----------'\c NO SCALE I" \ \~ __ POURED CONG. MOW CURB WI ., 3/8" TOOLED JOINTS@ 10'-0" 0.C. l' \___& 3/8" EXPANSION JOINTS COMPACTED __/,,___6_" ---,f @ 40'-0" 0.C. MAX. SUBGRADE #3 CONT. NOTE MOW CURBS MAY BE EXTRUDED OR FORMED IN PLACE 1E\ CONCRETE MOW CURB vvf.------------------------N-:-0-S-CA_L_E_ (£) ~~ NOTE: INST ALL 5 ART BOARDS ALONG WALL, SEE PLANS. 2x4 TOP RAIL 2'-411 BETWEEN POSTS 6" 6" BETWEEN POSTS -ATTACH rwo LARGE S.S. £ CUPS WITH CLEAR / I SILICONE SEALANT AS -----,------t--+---/-r--1-t----.--, SHOWN " "' ' ~~ 8 r-o ~ C ~e,,_+ S.S. 'L' ANGLES IN 5 ~ AREAS AS SHOWN, ~ I BOTH SIDES ,.... J_,,,--4 x 4 POST , ------------ TYP. r---. p 'p~ -' LI SIMPSON COLUMN BASE #CBS44, BOLT TO POST , 1/2" MELANINE PANEL, 0 "-ATTACH TO POSTS WITH ' "-' CLEAR SILICONE ~ SEALANT F.S., 7 ,~ S.S. SHEET METAL TRAY@ PAV/NG , I"" WITH DRAIN HOLES ' -+--+f-.-.....,.-,--F,t-r"'"'--,............,.~~+--~.,....~~➔_..,~ _-_:,·--\ -._: ,._-_ ---•---_ ---: ::•----/ _ ~>:':°-S.S.BRACKET . ·-. -. . . .. + 1'-0" SQ. j, 2'-4'1 2'-411 FRONT ELEVATION --CONCRETE FOOT/NG TYP., SURFACE FIN/SH TO MATCH PAV/NG "---6 x 2 BOTTOM RAIL BEHIND ALSOSEE@ ------------------------- V ~----WALL OF BUILDING r----2 x 4 TOP RAIL 63/8" ,_ ..,----S.S. 'L' ANGLE, TYP, 1~~ l~v 4x4POST 1/2" MELANINE PANEL, ALIGN PANEL WITH TOP EDGE OF METAL TRAY NOTES: 1. ALL WOOD TO BE RS DOUGLAS FIR, SELECT CONST. UNLESS OTHERWISE NOTED. 2. ALL NAILS TO BE HOT DIPPED GALV. 3. ALL WOOD TO RECEIVE ONE COAT PRIMER AND rwo GOA TS SOLID BODY EXfERIOR STAIN STAIN & COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT " l'T"" I SIMPSON COLUMN BASE FINISH SURFACE CONG. PAVING f F.G. TURF - i---· ' -7 -I~ Ill<--II --~II BIii= 'TT-p 11 '' JJ~\ ___ <1 '. ~CT'" ~-90% COMPACTED SUBGRADE ----CONCRETE FOOT/NG 2'-4" I f 118" S.S. SHEET ,~ ¾-1-----------------i METAL, FOLD = _ AND SOLDER AS SHOWN, EASE ALL EDGES NOTE: S.S. WELDED WIRE CLOTH AVAIL. AT MCNICHOLS.COM OR USE EQUAL C (_<) FRONT ELEVATION t=n ATTACH TRAY TO POSTS WITH 114" S.S. BOLTS, 2 ON EACH POST 7 v-WELDED WIRE CLOTH, ____ ~/ 1/2" SQ. OPENINGS, SOLDER r----._ TO INSIDE EDGES OF TRAY _,,__ ___ -+------=-~, SIDE SECTION ' POST-~ "'--PROVIDE 6 EVENLY SPACED 1/2" DRAIN HOLES ALONG BOTTOM OF TRAY ... ~ B 'I ART BOARD , ~ (ALT. #SD) SCALE: 314"=1'-0" ~ / C"" ART BOARD SECTION ~ ~ (ALT.#8D) SCALE: 314"=1'-0" STAINLESS STEEL SHEET METAL TRAY (ALT.#8D) SCALE: 1112"=1'-0" APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP ____ _ DATE REVIEWED BY: L-6 · 4 INSPECTOR DATE 1----+--+-/'i\------------+---+---+---t----il ~5 CITY OF CARLSBAD I SH2EEOTS I ~ PLANNING DIVISION :==:'....'.==========::...:=:==; MISCELLANEOUS CONSTRUCTION DETAILS ST. PATRICK'S PARISH SCHOOL l----+---1------------~-----+--+----+------t-----1! I AP_P_R_ov_E_o_, -~~-(6---~~~c.--.~--I _ ~4 §::. 6~1t !I· z.,.f-~ PLANNING _ l---l----+----------------t-----+--+---i------11 ~====::::;:=::::;:;;:::==;--;========::;--r;=.-=-=-=-=-=-=-=-,:::; OWN BY: KEE PROJECT NO. DRAWING NO. CHKD BY: JLP RVWDBY: DATE INITIAL DATE IN!TlAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL SOP 96-02(A) 487-6L 09.22.15 DPA JOB #14-006 POSTS @ 4'-0" 0.C. MAX s TREAD+ 1'-0" I '' '' ~ '' '' '' \:) '' " z '' '' r-olJ I V 1/8" R -1YP. ___ 11/2" x 3/4" HVY WALL TUBE STEEL - HOT DIPPED GALVANIZED __ CORE 3" HOLE IN WALK, STEP OR CURB WHEN POST IS LOCATED IN PAVING __ THICKEN WALK TO 6" i AT POST LOCATIONS si ~ in '' __ J· i'"~ ti Cl Cl " ' 1!\z " ' (',J <( "--" (',J ~ " ,_ -.J \[) :;; '--___ SET POST WI POR-ROC OR EQUAL NON-SHRINK GROUT ·--' a ' \S) ~. ' -(',J <Sl ----J 1-,--,:: -J ., ' .. WHEN END POST IS LOCATED IN PLANTER AREA, POST IS TO BE SET IN CONG. PIER FOOTING IN 90% COMP. SUBGRADE -® STEP HANDRAIL '--------STEP NOSING RAILING NOTES 1. PROVIDE 114" SLIP EXP. JOINTS @ 16' 0.C. 2. WELD AND GRIND SMOOTH ALL CONNECTIONS. 3. INSTALL RAILS WITH THE 11/2" FLAT SIDE UP. POST WIDTH TO COINCIDE WITH RAIL WIDTH. 4. ALL STEEL TO BE HOT DIPPED GALV: SCALE 112"=1'-0" FINISH--- GRADE ' ¼- , \S) ' _, ' - POSTS @ 4'-0" 0.C. MAX ' ~-~----INTERMEDIANTE POST(S) 1'-0" I AS REQUIRED --1/8" R -TYP. __..,,.---1112" x 3/4" HVY. WALL TUBE STEEL -___.--7/ HOT DIPPED GALVANIZED k=t===~===~l====~=iv TOP OF WALL ::I e' __ CORE 3" HOLE IN WALK, STEP OR CURB WHEN POST IS LOCATED IN PAVING ___ THICKEN WALK TO 6" AT POST LOCATIONS '---, , 0 \ ~ SET POST WI POR-ROC OR \[) -'----- WHEN END POST IS LOCATED IN PLANTER AREA, POST IS TO BE SET IN CONG. PIER FOOTING IN 90% COMP. SUBGRADE :;; EQUAL NON-SHRINK GROUT ~------RAMP SURFACE RAILING NOTES 1. PROVIDE 1/4" SLIP EXP. JOINTS @ 16' O.C. 2. WELD AND GRIND SMOOTH ALL CONNECTIONS. 3. INSTALL RAILS WITH THE 11/2" FLATS/DE UP. POST WIDTH TO COINCIDE WITH RAIL WIDTH. ® RAMP HANDRAIL SCALE 3/8"=1'-0" 4. ALL STEEL TO BE HOT DIPPED GALV. @ STEP HANDRAIL I CONC @'j I STEPS~ , If--.-----------------~ GUARDRAIL@ -... = PATIO RETAINING WALL I @RETAINING WALL _ __J \ @ CHEEK WALL@ _; E "+-P_A_T_IO_E_N_T_R_Y_S_T_A_I_R....,, .... W_A ___ L_L_S_A_N ___ D ______ RA _______ IL_S_E_L_E_V ... A ... T ... 1 ... 0 ... N _______________________________ 1/2-"=-1'-0_"_ ,_., 1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS DETAILING RA/LING AND FENCING MATERIALS, METHODS OF CONSTRUCTION AND INSTALLATION FOR APPROVAL PRIOR TO FABRICATION. 2. COLD ROLLED TUBULAR STEEL SHALL BE STANDARD WEIGHT UNLESS NOTED OTHERWISE, MIG WELDED ON ALL FOUR SIDES. ALL WELDS GROUND SMOOTH. 3. ALL STEEL TO BE HOT DIPPED GALVANIZED. ALSOSEE ® " " II II II II 3/8" x 4" GALV. PAINTED -: : (s) STEEL GUIDE RAIL. ROLL II I II II iQ TO MATCH WALK EDGE WELD TO POSTS. 1" x 2" T.S. TOP RAIL ---._ I 1"x2"GALV. PAINTED---._ SOLID RECTANGULAR ~ ,..._ STEEL POST @4'-0" MAX. 5/8" SQ. T,S, PICKETS-4" / OPENING MAX. r ,---_ I -,_ ~ 4'-0" 0.C. MAX 4" MAX. II II II II II \S) I.----~, I ll,'. lu 1" x 2" T.S. BOTTOM RAIL ~l-lr--ll---1 f-l>--<>--«---«--a---11---a1---n--~e--1-,___.,e--lJ TOP OF WALL --""'i.--ai.--,--• ' <ll ~ ~' t~---(2) #4 CONT.-TIE TO SLEEVE __;_..:=--~--1-Z! ~ ' '-"---2 1/2" GALV. PIPE SLEEVE " SET POST WI POR-ROC OR SECTION EQUAL NON-SHRINK GROUT .._____._,____ SEE LEFT FOR POST CONNECTION ELEVATION I I HANDRAIL NOTES 1. ALL WELDS ARE TO BE FULL BEAD, GROUND SMOOTH. 2. ALL METAL IS TO BE HOT DIPPED GALVANIZED. -~ 1112' ',v-, -f'R i,.-L,---11/2" X 314" HEAVY WALL TUBE STL. 1C ',f-318" x 1112" STL. PLATE - -d.~~k--3/8" x 11/2" STL. PLATE t{) 4-----_1 --\ ~-1/2" DIA. BOLT THRU POST t----POST FINISH GRADE OF PAVING HANDRAIL AT FENCE AND GUARDRAIL SCALE 1112"=1'-0" @GUARDRAIL @:)TEP HANDRAIL ~ i _ I_ I I -'><---------------~:::;1/ ''~ II ; ; r ----~ • :, \fl z ><< <( K:' :;; -1 -s: Cl-, c.., ib w w \fl --- ¼) _, (\J r==:;;1/ ' ' ,..-aµ__ ______ ,_.__ _____ _.., __ " " " " '' '' " " " " " r -----~ CONG. STEPS@ r __ J 1·" " " " " " rl-- r --J ~ RETAINING WALL@ ~--...,,_-' __ 11 ______ j ___ _ ------ CHEEK WALL@ - STAIRS AND WALL INTERSECTION -SECTION - 6'FENCE fC\/A\ WITH HANDRAIL~~ I/ Cl ~ ~ >-GUARDRAIL WITH~ HANDRAIL I 15 \ / ~ 6' FENCE (('VA\ I WITH HANDRAIL ~ P.A. r TS+5' P.A. - ~ I HANDRAIL ' ' V i..~s--11!----ll----HANDRAIL @ ~~P:=---~--,_-GUARDRAIL WITH~ ,,./ / HANDRAIL . ' HANDRAIL@ GUARDRAIi@ I D ~:D~.._P_A_T_l~O....;;..P~L ... A ... N...;;_V_l~E ... W;.;.....-_RA _______ I_L_IN.;..;....;;G ... s ...... ___ s_~_LE-1-"=-10-'-0_"_ \.. ~ SCALE 1/2"=1'-0" NOTE 1. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 2. ALL STEEL TO BE SHOP WELDED AND HOT DIPPED GALVANIZED. ~DS(;,qp L-6.5 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1----+----+-11_\-----------+---+----+----+------ll I sH1E6ET I CITY OF CARLSBAD ~o PLANNING DIVISION l_±(.J_J ===-============--===~ FENCE, GATE & HANDRAIL DETAILS ST. PATRICK'S PARISH SCHOOL @ STEEL NOTES G ------------------N""o""s""c""'A'""L"'"E-@.,...;G_U_A __ R_;D_RA_I_L_O_N_W__;_A_;L_;L _____________________ S_C_AL-E--3-/4_"_=-1'-0_"_ 9 ~:'½ ff;; JON L POWELL C "" #2645 ·~ ~~E =• • Io -'2.-"1-15: • '% :---:_ =n / #V: l-----i-------1-----------------1----1-----l----1-~I I APPROVED: w--11\ ,, ..-:. t:..1 [ "I\__ I ---'~~~~'--'-:i:---=C-t'-'-k~~~--l \ -z.+-\..:;- PLANNING . DATE IN1TIAL ~ ....__ _____ o'<' Op CAL\f Expiration Date: DESIGNER OF WORK 11/30/15 REVISION DESCRIPTION OWNBY: KEE PROJECT NO. DRAWING NO. _DA_T_E ---'--IN_IT_IAL--f-'-'DA-'-JE=--i__:_IN-'-ITI_AL----ll CHKD SY: JLP CITY APPROVAL _.>:R~V'!!,W"c_D.':'BY!.:.:-====..I OTHER APPROVAL SOP 96-02(A) 487-6L 09.22.15 DPA JOB #14-006 ---=---E P.A. fl P.A. CONSTRUCTION LEGEND CD Ex1sr1NG FENCE ro REMAIN 2 EDGE OF CONCRETE PAV/NG -SEE SHEET L-2.1 3 ASPHALT PAVING 4 BASKETBALL COURT PAINTED WHITE LINES. TYP. - ALL LINES TO BE 2" WIDE, DIMS. AS SHOWN 5 VOLLEYBALL COURT PAINTED WHITE LINES, TYP, - ALL LINES TO BE 2" WIDE, DIMS. AS SHOWN 6 RUNNING TRACK PAINTED YELLOW LINES, TYP.- ALL LINES TO BE 2" WIDE, DIMS. AS SHOWN 7. TURF SPORTS FIELD 8. ALUMINUM HEADERBOARD Ar ASPHALT EDGE @ "--:: 61 ~ 45'-4" -~ 5'-5" ,,.-../ ' ' ' ' ' -®NOT USED SCALE: 1112"=1'-0" ~ 19'-2" 12'-0" ~TYP. _ _:_~ 3~--------7~-~ --~~-----------10-01 121-811 7\_. 7 '-50'-4" NORTH ~:_r__~_~r-P_A_IN_T_E_D_G_A_M_E_s_o_N_A_S_P_H_A_L.:.T-=L=A..:Y.:...:O:..:U:..T,:_•_:P:...:LA=..::.:N:..V.:..::IE=-W.:;_ _____________________________________________ 0 ______ S_CA-LE_:_1"=-10-'-0_"_ L-6.6 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 11\ i-------------t-----t-------------+------1----------l-------+---------II ~? C ITV OF CARLSBAD ~O L:'i_J~===-'====:::::P:=LA::::N::::N=:IN::::G::::D::::IV::::l:=Sl::::O::::N====="-'=~==~ DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PAINTED GAMES CONSTRUCTION DETAILS OWNBY: KEE ST. PATRICK'S PARISH SCHOOL PROJECT NO. CHKD BY: JLP_ SOP 96-02(A) RVWD BY: DRAWING NO. 487-6L 09.22.15 DPA JOB #14-006 ------------ 28'-1011 1 1t-1011 2 9 P.A. . : :5 !~6'.'i: 3 .. -:->o.,· (,0 10 I ~ I I I I 14 -------------- CONSTRUCTION LEGEND G) EXISTING WALL OR FENCE ON STEM WALL TO REMAIN 2 PLAY AREA CONCRETE CURB _W6I '& 3 CONCRETE PAVING . . . b~~->. x'"~ I f'. 1-· -fl::' ~~~t(J~~~~~~~~~P--1--l--l--~ ,,,-f 0~ f' I I 4 ARTIFICIAL TURF @ 5 PLAY STRUCTURE TO BE TIMBERFORM MODEL #4820-TF BY COLUMBIA CASCADE, 7 K-8 SCHOOL 301-011 □ 13 6 9 I IP. P. I A I . A. I I WNW.TIMBERFORM.COM 6 FALL ZONE, TYP. 7. ART BOARDS ® 8. RUBBERPLAYSURFACING @ 9. ADD AL TERNA TE #8B -TRIANGLE OVERHEAD SHADE CLOTH AND SUPPORTS. AVAIL. AT DAVE BANG, 800-669-2585 OR SHADECOMFORTS.COM, 707-746-5080, DESIGN AND STRUCTURAL CALCS, PER MANUF., INSTALLATION PER MANUF. INSTRUCTIONS. COLOR OF CLOTH TO BE SELECTED BY LANDSCAPE ARCH. SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL BY LAND. ARCH. SHADE CLOTH TO BE 6' ABOVE PLATFORMS, 7'-3" ABOVE HARDSCAPE ELEMENTS AND 1.5' ABOVE ROOFS OF STRUCTURE. 10. EXISTING PLAY EQUIPMENT RELOCATED TO THIS AREA BY OWNER. LARGE PIECE OF EQUIP.HAS THE GLIDER REMOVED FOR REINSTALL. (FIELD VERIFY AREA NEEDED FOR EQUIPMENT AND FALL ZONE) (J\ SEE _LC)\ FOR DRAINAGE PLAN 11. DEEP POUR PLAY AREA EDGE ~ NORTH \.f!IT 12. ADD AL TERNA TE 8A -EL/MINA TE PLAY EQUIPMENT, SEE _U'I \.f!IT 0 13. TUBE STEEL FENCE, SEE SHEET L-2.1 A--P_LA_Y __ A_R_E_A_-_P_L_A_N __ v_1_E_W ______________________________________________ 14_._As_P_H_AL_T_PA_v_1N_G _____________ SC-A-LE-,-1·-·=1-o-'-O-" TUCK & NAIL EDGES ADJACENT PAV'T OR MOW CURB 50%150% SAND & RUBBER GRANULE MIX FILL PER MANUF. RECOMMENDATIONS ARTIFICIAL TURF-TACK DOWN TO BASE@ 1' 0.C. 16' MAX. (I) THICKEN ADJACENT PAV'TTO 6" NOTES 4" MIN. CLASS II PERMEABLE BASE COMPACTED TO 95% SMOOTH & SLOPE SUBGRADE TO DRAIN @ 2% MIN. SUBGRADE COMPACTED-- TO 90% RELATIVE DENSITY -SLOPE TO SUBDRAIN 1. ARTIFICAIL TURF TO BE FIELD TURF, OR EQUAL. AVAILABLE THRU FIELD TURF, TIM CORY (760) 635-2504 2. TURF TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. TO ADJ. DRAIN o ·. 9 A.· . .,.:·:..,,·._._ 3/4" WASHED GRAVEL o ... \.--'•> WRAPPED IN LT. WT. a.•·□ NON-WOVEN FILTER FABRIC. LAP JOINTS 8"MJN. 3" PERF. SCH. 40 PVC SUDRAIN - CONNECT TO CIVIL ENG'RS DRAINAGE SYSTEM PER PLANS C ARTIFICIAL TURF ON AGGREGATE BASE NO SCALE 13 PA K-8 SCHOOL □ E ADD ALTERNATE SA-PLAY AREA PAVING P.A. I "1 K-8 SCHOOL @ PLAY AREA DRAINAGE PLAN NORTH 0 SCALE: 1"=10'-0" P.A. □ CONNECT TO STORM DRAJN- SEE CIVIL PLANS v,,NDSC!p ~ ~:¼ ,.; I JON L. POWELL S:, Cl) #2645 ~ ~~~ ~ Q -~\ I0-2~-IS" ~• '1 ,'-.,_ M~ /# DATE ~~ ff' INITIAL Oi, CAL\fO xpiration Date: DESIGNER OF WORK 11/30/16 /1\ I I I I I I I I I I IP. P. I A I . A. I I I I I I _J REVISION DESCRIPTION FLUSH 135' NOTES: ADJACENT CONCRETE WALKWAY ~-------OR CURB ~--~RUBBER GRANULE SURFACE LA YER (1/2" THICK) RUBBER CUSHION LA YER ~---(1-1/2" THICK) RESILIENT RUBBER PAVING SHALL BE TOT TURF, OR APPROVED EQUAL. COLOR MIX SHALL BE: 7% PURPLE SUBGRADE COMPACTED ~-To 90% RELATJVE DENSITY CLASS 1/ AGGREGATE ~--PERMEABLE, 90% RELATIVE COMPACTION B 50% HUNTER GREEN 25% BRIGHT GREEN 18% TEAL ~---LIGHTWEIGHT FILTER FABRIC, OVERLAP 1'-0" DIA. TAPE JOJNTS. RUBBER PLAY SURFACE 5CALE 1112"=1'-0" PIPING LEGEND -----3" PERFORATED SCH. 40 PVC DRAINPIPE 3" NON PERFORATED SCH. 40 PVC DRAINPIPE SCALE: 1"=10'-0" APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP. DATE REVIEWED BY: L-7.1 INSPECTOR DATE u[] CITY OF CARLSBAD I s2OTs I 8 PLANNING DIVISION PLAY AREA CONSTRUCTION DETAILS ST. PATRICK'S PARISH SCHOOL I APPROVED: PLANNING ~\ CT-Bl--4\:-l\-z..+-\.:; I OWNBY: KEE PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKDBY: JLP SOP 96-02(A) 487-6L OTHER APPROVAL CITY APPROVAL RVWDBY: 09.22 .15 DPA JOB #14-006 : I i . I r ---- "' ' " ' " ,_-, ~--WALL MOUN, CONTROLLER INSIDE ENCLOSURE· PER /RR/GA flON LEGEND CONTROLLER ASSEMBLY IN ,,,.----STAINLESS STEEL ENCLOSURE. NOTES: 1. !r£Rt SrJ.U. & NO f11ft1,J'S ~ /Jli.litCTIUi$ Btr>1!_9l ThE l,["fER 1 CONC. PAD • 6" lARGER .W> BJ.0!,1.0'fi 4SX."118lY. THAN UNIT IN All 2 WNSTI<!.iCT 2' ~ li:tTA.miG DIRECTIONS • 3" THICK _,.;.u_ oo .s s!Dfs l;f ~c.qw« P?.t'tOtrtR Wr.EN llfS1>-llfD C'N 4:J t~ ~ATER Sl~ t'f'OJ f..lfil ------FINISHED GRADE IN TURF AREAS -----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MV" ONTO LID. f-0'1 x 111 DI WIRE COILS ------------Sxf SCH 40 PVC ELL -------WATERPROOF WIRE CONNECTORS ~-----VALVE BOX· INSTALL 1" ABOVE FINSH GRADE. MARK LID WITH "RVC" AND STATION NUMBER FINISH GRADE 10" ROUND VALVE BOX· MARK LID WITH "QCV", QUICK COUPLER VALVE PER LEGEND (HAS PURPLE LOCKING COVER) STAINLESS STEEL CLAMP· (2) REQUIRED L----..1 c." :~.,..• -tt-----GF/ DUPLEX OUrLET --2'·6" LONG x 1'·10" WIDE x 10" DEEP CONCRETE FOOflNG. SEf ENCLOSURE ON FOOflNG PER MFGR'S RECOMMENDArtONS ~AU. Et AT ~~.l SOC OF SUPt ~•.t0t 2' Hal!Zr.'HTAl CUAANtet Bf:mlf W-Afi "1l l!<O<flOll PRP.U.1!R. J. 00 ~i WSTP-U. iM f..~A I s.ia.w m new,,;. CV ~~©Cf 2' fl "' _,, MAX I 12" MIN. ;.--@ "'"F' '":;::~::::::,::::, '"" ,.,.----FINISH GRADE _,----PVC MALE ADAPTER · SPECIFIED LINE SIZE TO VALVE THREAD SIZE ®-36' MAX. -@ I r1 r , :: , ; HGRADE . ...,._. " cp I 36" MAX. ~ FINISH .. T GRADE ,;.=±-=c; ... l ... . . j'•· • ~Q •• 0 <'04 •• .~Q,> •,,, • ovil ••• • '•• :·J J, -~t..·◊-:, ·"' •••• :, ....... :, .e. •••• :, ·" ..• :, . ,.. "? .ll..◊-i,.~ .t.◊. t.C,. .t.◊. t, • . ' . :-e,·f. • i . ., . . lt j~ 11 . l1 ul ... @--!1fy--,. ,.. ' A• •· . l.J.n_ ---µ i/ I @ I/ 3 w J J lf 2'-6" ;I/ PUBLIC PRIVATE CONSUMERS ReSPONSIBIUTY 314" SCH 80 CONDUIT WITH SWEEP ELL FOR 120V AC ELECTRICAL SERVICE 2" SCH 80CONDUITWITH SWEEP ELL FOR CONTROL WIRES ~-----✓/ o_ ____ .,,, ITEM l METER TO ci msI>llEO PlA'&l~t 10 illJMC!?At. W...E eto{ 14,,-oao10·,400'!-SEcs & mu: r1 or TI-£ CMCRMA Alll/iMS1RA!M: CCOC DESCRIPTION I SP(r, "'"" V£ I 8Y DISTRICT l< UF. DIRECT BURIAL WIRES TO --~ REMOIT CONTROL VALVES· IN CONDUl1 TO 3' FROM CONTROLLER , r-t'PE K TYPE: L HARD COPPER OR BRASS RISER W-9 3 p CR 90" £L80W I SOLDER JOINTS OR lHRtA D FITTINGS l. 1 P£R OR S NIPPLF. A IRRIGATION CONTROLLER -=-,,-------ENCLOSURE NO SCALE 5 UN:lON. • wACKFWW PR;s-VENifR ASSEMBLY. -t..eAO-FRE.E:. 7 THRUST BLOCK B "' X t SY 0JS1RICT l. REV. Af'PROYEO DATE CARLSBAD MUNICIPAL WATER DISTRICT ,,._w._,r, 11.b,_ 2 INCH AND. UNDER I Qfi'f.N~ OATt I BACKFLOW INSTALLATION W-20 I STJM!AFID owe, NO. B +"--'R=E=D..a:U'-"C=E=D"--"-P"-'R=E=SS=U=R=-==E-=B=A=C=K=F=-=L=O::;..W..:...;:P'"""'R...:.::E=-V=-=E=N=T-=-=ER=- NoscALE ~----BALL VALVE PER LEGEND LINE SIZE ~--FINISH GRADE ~-SCH80 PVC CLOSE NIPPLE ell''§"'!'F!Jllil:i';::z=~?,:;2~~::::Z:,Z:Z:/I ~~~~.,--;-10" ROUND VALVE BOX PER . = SPECS ~~Ill' \\Vi!/'¼ ...----PVC UNION . ,1/ SCH80 PVC 45 ELL (4 REQUIRED) SCH80 PVC MAINLINE· SIZE PER PLAN --POP ·UP ROTOR OR SPRAY HEAD PER LEGEND FINISH GRADE (2) MARLEX STREET ELLS TBE SCH 80 PVC NIPPLE · ,_ ____ LENGTH AS REQUIRED (8" MIN) r«r111111r1r1rr1111ff 24" WIRE LOOP ,,..--,....,--,..._,,r::-,li;::;~5;:jf::':::::;:::=;;----VALVE ID TAGS ___ __,, __ PVC SCH 40 FEMALE ,..J--L_J1-4J._;x_.J:IIL,J!!j-O'-L_..J..--,-J ADAPTER, 2 REQUIRED ~--PVC MAINLINE TO FLOW ffij'8I3~ SENSOR, PIPE PER SPECS . C?:~2/.~o~,~cS'.1~,9~~~~~@cgJ----BRICK SUPPORTS ~------BRASS UNION ~------BRASS NIPPLE TYP. L...... ________ 314" ROCK, 2 CUBIC FT. L...... ________________ PVC MAINLINE PIPE FROM BACKFLOW PER SPECS. NOTE: USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MASTER VALVE ASSEMBLY. ® MASTER VALVE POP ·UP ROTOR OR SPRAY ~-HEAD OR BUBBLER PER LEGEND FINISH GRADE SCH 80 SHORT NIPPLE -.,__---TBE SCH 80 PVC fBE NIPPLE· LENGTH AS REQUIRED · 8" MIN. PVC LATERAL LINE • SEE PLAN FOR SIZE L--------MARLEX STREET EEL NO SCALE ~---PVC UNION· SPECIFIED LINE SIZE ~pvc LATERAL-SEE PLAN FOR SIZE ~--(4) BRICK SUPPORTS -1 EACH CORNER 0~=.,,J1-,"-t~7--\---1 ------1 CU.FT 3/4" WASHED CRUSHED GRAVEL L----+--+------SCH 80 PVC CLOSE NIPPLE· VALVE -~,---......__.__,__..,.-'\' ___ ~ THREAD SIZE L..,_ _________ PVC MAINLINE· SEE PLAN FOR SIZE L-------------PRESSURE MAIN LINE PIPING WITH MAIN LINE FITTING (DEPTH AS REQUIRED) '---------------~ COMMON AND CONTROL WIRES TO CONTROLLER LOCATION D REMOTE CONTROL VALVE DETAIL +-----------SCALE 3/4"=1'·0" ~------REMOTE CONTROL VALVE ~----VALVE BOX· INSTALL 1" ABOVE FINISH GRADE. MARK LID WITH if "RCV'' AND STATION#. ~---FINSH GRADE PVC MALE ADAPTER· SPECIFIED ~--LINE SIZE TO VALVE THREAD SIZE ,_=,-"""'7-..e-----BRICK SUPPORT· EACH CORNER ~ ___ SCH80 PVC CLOSE NIPPLE· VALVE fHREAD SIZE ~~~---WYE FILTER ~/JR----IN LINE PRESSURE REGULATOR PER IRRIGATION LEGEND ~------------PVC LATERAL· SEE PLAN FOR SIZE 1 CU. FT. 3/4" WASHED L......-------------CRUSHED GRAVEL FLOW 1 CU. FT. 314" WASHED CRUSHED / GRAVEL BRICK SUPPORT· FULL PERIMETER 3/4" x 3" BRASS TBE NIPPLE 1--'t=l-3/4" THRDxTHRD SCH 80 PVC ELL '-41-3/4" SCH 80 TBE NIPPLE J-1"--1/2" x 1'·0" LONG GALV. PIPE STAKE 3/4" SCH 80 PVC TREET ELLS • (2) REQUIRED ~-314" THRDxSxS PVC TEE NOTE: QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WAITR USE. E UICK COUPLER VALVE DETAIL ---- SCALE 3/4"=1'·0" PVC MAINLINE TO VALVES· 5x PIPE DIA. UNINTERUPTED STRAIGH1 RUN 24" WIRE LOOP WATERPROOF CONNECTORS ~--FINISH GRADE i~' "\."" ~'iinE~-~/ FLOW SENSOR PER IRRIG. LEGEND ~ •~_PVC MAINLINE FROM BACKFLOW UNIT· 10x PIPE UNINTERUPITD ._..._........,"""'AIGHT RUN i====::::_PVC MALE ADAPTER TYP d:----RECTANGULAR VALVE BOX (3) BRICK OR BLOCK SUPPOR --4 BRICK SUPPORTS (1-EACH ..¥-,--~~ CORNER) FLOW _, ___ PVC LATERAL LINE · SEE PLAN '-------L_.:;:::._y~::---'-../ FOR SIZE ----MARLEX STREET EEL -© SLOPE POP.UP -© DRIPVALVEASSEMBLY NO SCALE NO SCALE J FLOW SENSOR DETAIL NO SCALE -(!) BALL VALVE DETAIL ~ :::,: FINISH GRADE ¼- ,; z ::;; :::,: C) (l) ' O,J ' ~ 1 CU.FT. 3/4" WASHED CRUSHED GRAVEL ---SCH 80 PVC MALE ADAPTER LINE SIZE TO VALVE THREAD SIZE NO SCALE IN LINE DRIP TUBING DRIP LATERAL LINE WARNING 1APE LAfERAL--+--~ LINE ,..--+---PRESSURE SUPPLY LINE ""'::..---t--CONTROL WIRES L--,,:'...__....-_:c,d--COMMUNICATION CLEAN BACKFILL CABLE WHEN USED NOTE· OPEN AREAS DETAIL ) 1. BACKFILL MATERIAL SHALL BE FREE OF RUBBISH, ' VEGETABLE MATTER, FROZEN MATERIALS, AND STONES LARGER THAN 3/8 INCHES IN MAX. 2. PROVIDE NOT LESS THAN 3 INCHES OF CLEARANCE BETWEEN EACH LATERAL LINE, AND NOT LESS THAN 6 INCHES OF CLEARANCE BETWEEN LATERAL LINES AND MAINS. 3. SLEEVE ALL PIPE AND WIRES UNDER WALKS, DRIVEWAYS, STRUCTURES, WALLS, ETC. EXTEND SLEEVE INfO LANDSCAPE AREA 12 INCHES MIN. ~--PAVEMENT FINISH SURFACE SUBGRADE CLEAN BACKFILL LATERAL LINE · IN SLEEVE WARNING TAPE ~-+---PRESSURE MAINLINE PIPE · IN SLEEVE ....-+---CONTROL WIRES 4. TWO LAYERS OF WARNING TAPE RUNNING CON,INUOU ALONG THE ROU1E OF THE MAINLINE: ONE LOCATED IMMEDIATELY ON TOP OF THE PIPE AND ONE 12" ABOVE THE TOP OF THE MAINLINE. -----COMMUNICATION UNDER HARDSCAPE DETAIL CABLE (WHEN USED) IRRIGATION PIPE -TRENCHING INCONDUIT K -+---=---............... ~---=-------=aa~;..;;..a;._--- NO SCALE C:\DAAWlNG F!L S\TITLE SHEETS\CLSB-IP.DWG REVISED: 5/15/2012 G -..__ ___ THRDxSxS SCH 80 PVC TEE POP-UP ROTOR OR BUBBLER OR SPRAY HEAD DETAIL 1'·0" LENGTH OF WIRE, COILED 3BRICK SUPPORTS GRADE L 1/2" t SCALE 3/4"=1'·0" ~-8" ROUND PLASTIC VALVE BOX·· MARK LID "SB" (SPLICE BOX), OR "PB" (PULL BOX) ~---CRIMP WIRES TOGETHER AND SET IN PEN TITE OR EQUAL WATERPROOF CONNECTORS PER MFGR'S SPECIFICATIONS. WIRES ARE TO REMAIN CLEAN AND DRY TO ENABLE PROPER WATERPROOF SEAL CONTROL WIRES BUNDLED WITH TAPE AT 10' ·O" INTERVALS AND LOCATED UNDER THE IRRIGATION MAINLINE ----1 C.F. CLEAN WASHED 3/4" GRAVEL SUMP © CONTROL WIRE SPLICE BOX NO SCALE BALL VALVE IN 8" ROUND VALVE BOX· REQ'D BEFORE EVERY SE, OF AUTOMATIC VALVES <I.: (l) ~ C - LATERAL LINES CONTROL VALVES IN / f. RECTANGULAR VALVE / / I ~BOXES. NUMBER VARIES / [ / PER PLAN I )' • QUICK COUPLER IN 8" ROUND VALVE BOX r IRRIGATION MAINLINE \ FINISH GRADE ANTI-DRAIN VALVE PER SPECIF/CATIONS FEMALE ADAPTER t!_~~~:::FL~o~w=::;::--- • ~ U/1// TO LOWER HEADS ---Ji-:__ ON CIRCUIT \:. PVC NIP;::LE~---·--· ~d FEMALE ADAPTER PVC LATERAL -® ANTI-DRAIN VALVE DETAIL NO SCALE L-8.1 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE -ft4\_TYPICAL VALVE _M_A_N_I_FO_LD __ _ ~ NOSCALE R-----+----+-1_1\------------+----+---+----+---11 ~9 CITY OF CARLSBAD I SH2EEOTS I ~ PLANNING DIVISION :=:=::..-=:========='-==~ IRRIGATION DETAILS ~~~;:-----t-=-~t_=-=t-=-=-=-=-=-=-=-=-=-=-=-=--=--=-t-=--:.-t=_~t-=-~r=_--=J ST. PATRICK'S PARISH SCHOOL ~--1---+----------------1----+---+---+----,11-AP_P_R_o_vE_D_:~~I.,#--~/,~~->-'---~~=-'--'---I , /'~ C:f f=J\_,ft: l\-z..-+-1,;, PLANNING . DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DWN BY: KEE DATE INITIAL DATE INITIAL CHKD BY: JLP OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. DRAWING NO. SOP 96-02(A) 487-6L 09.22 .15 DPA JOB #14-006 t() ROOT BALL LrLANTING PIT 2X ROOT BALL FORM 3" WA TERI NG BASIN WITH BACKFILL SOIL MIX. BREATHER TUBE(S) FOR 15 GAL. SIZE AND LARGER· SEE DETAIL. 1, 5, OR 15 GALLON CONTAINER TREE OR SHRUB 2" MULCH LAYER PLANT SO ROOT BALL IS 1/2" TO 314" ABOVE FINISH GRADE (AFTER BACKFILL MIX HAS SETTLED) , PIT BACKFILL MIX PER SPECIF/CATIONS l~FERTILIZER TABLETS PER SPECIFICATIONS. ' INSTALL SO THEY TOUCH THE ROOT BALL. I, S, AND IS GALLON AND w .... B_O_X_C_O_N_T_A_IN_E_R_P_LA_N_T_I_N_G ______ _ ~ NOSCALE EQUAL CUTTING OR CONTAINER GROWN r GROUND COVER PLANT PER PLANS ALL GROUND COVER TO BE PLANTED --~ ,T EQUAL TRIANGULAR SPACING PER THE ON CENTER SPACING NOTED IN THE PLANT LIST © GROUND COVER PLANTING NO SCALE C:IORAW!NG FlLES\TITLE SHEETS\CLS6·IP.DWG REVISED: 5/15/2012 INSTALL BREATHER TUBES ON ALL TREES PER THE FOLLOWING SCHEDULE: 1&5 GALLON NONE 15 GALLON (1)-3" 24" BOX (2)-3" 36"BOX (2)-4" 48"BOX (3)-4" 60"BOX &LARGER (4)-4" B&B PALMS (4)-4" I ?\'\\ ~,:·, _;;_::·.:;,:/ ,., .. -. .... , .. _. ROOT BALL NDS SLOTTED GRATE · PIPE SIZE • SECURE W/2 S. S. SCREWS FINISH GRADE DUCT TAPE OVER HOLES WITHIN 6" OF FINISH GRADE RIGID PERFORATED PVC PIPE SEE SCHEDULE AT LEFT FOR SIZE AND NUMBER PER PLAN "DRAINGARD" SOCK BACK FILL MIX PER SPECIF/CATIONS 'ii: ----BREATHER TUBE TO EXTEND TO FULL DEPTH OF PLANTING HOLE -® BREATHER TUBE NO SCALE ROOT BALL ~----FORM 3" WATERING BASIN WITH SOIL EXCAVATED FROM PLANTING HOLE. ---1,5, OR 15 GALLON CONTAINER TREE OR SHRUB 2" MULCH LA YER NOTE: CUT AND FILL TO BE 1:1 SLOPE RATIO MAXIMUM PLANTING PIT ---FERTILIZER TABLETS PER SPECIF/CATION. INSTALL TOUCHING ROOT BALL. 2X ROOT BALL ® 1,5, AND 15 GALLON CONTAINER F PLANTING DETAIL (SLOPE) NO SCALE (3 ll.l ------5 OR 15 GAL. TREE T~~~---:(6)-TREE TIES PER SPECIFICATIONS. SPACE I AS SHOWN. INSTALL PER MFR. RECOMMENDATIONS ------2" DIA. X 10' LONG TREATED LODGE POLE PINE STAKES. INSTALL TRUE AND VERTICAL. DRIVE INTO UNDISTURBED SOIL ADJ. TO ROOT BALL. NOTE: FOR 24" BOX TREE, USE 3" DIA. TREE STAKE. TREE TIE DETAIL "CROSS" TIE BETWEEN STAKE AND TREE AS SHOWN. ~--1-112" GALV. ROOFING NAIL ©.,_D_O_U_B_L_E_T_R_E_E_S_T_A_K_I_N_G_D_E_TA_IL _____ _ NO SCALE NOTE: ------------PLANTING AREA a ' ID c:, ' ID ---------TOP OF ROOT BARRIER BELOW FINISH GRADE ~-------CONG.WALK + PLAN Li!'------HARD PLASTIC ROOT • BARRIER PANELS AVAIL. THRU -ROOT SOLUTIONS (800)554-0914. INSTALL VERTICAL ALIGNED WI EDGE OF WALK PER MFGR'S SPECIFICATIONS. ----TREE WITHIN 5'-0" OF EDGE OF PAVEMENT ';--------cDGE OF PAVEMENT ----POOT BARRIER -DO NOT ENCIRCLE EDGE OF ROOT BALL 1. ALL TREES PLANTED WITHN 5' OF PAVING ARE TO HAVE LINEAR HARD PLASTIC ROOT BARRIERS AS MAN'FD BY'ROOTSOLUTIONS; OR EQUAL (24" DEPTH). PLACE AT THE EDGE OF PAVING AND EXTEND 6' MINIMUM EACH SIDE OF THE CENTER OF THE TREE. ROOT BARRIERS ARE NOTTO BE WRAPPED AROUND THE ROOTBALL. @ ROOT BARRIER NO SCALE Ii\ yJ'IDS"¾, ~ONLPOWE::½% & ~~~30/15 ~ :!;! (//,1'7 _h. • q ■ -.......,;, .,.cNAru~E ■ ~ lo -'l..9~1s. ~ "'I,'-...__ =~ /,f DATE INITIAL ),~ ~ Op CAL\fO Expiration Date: DESIGNER OF WORK REVISION DESCRIPTION 11/30/15 ---------------------···- ' ' ' ' \ -------ADJACENT WALL OR TRELLIS ---->----REMOVE NURSERY STAKE & UNTANGLE VINE ---+----CLEAR PLASTIC DOTS WITH GREEN NURSERY TIES-SILICONE TO WALL & WRAP AROUND BRANCHES TO SECURE VINE TO WALL. USE NURSERY TIES ONLY AT TRELLISES. ~+-------1----uPEN BRANCHES TO NATURAL SPREAD OF THE PLANT --+-----GRADE ---tt------1------VINE CONTAINER-PLANT TIGHT TO @ VINE PLANTING TIE PRIOR TO PLANTING WI DEGRADABLE ORGANIC TWINE. 1'-0" MINIMU "'---~ CLEARANCE WALL OR TRELLIS NOTE: QUANTITY OF NURSERY TIES VARIES PER VINE. USE A SUFFICIENT QUANTITY TO ASSURE SUPPORT FOR THE VINE UNTIL IT CAN SUPPORT ITSELF. NO SCALE PALM TRUNK TO BE SET PLUMB _(VERTICAL). WHEN NECESSARY BRACE OR GUY PALM TREES AS DIRECTED BY THE LADSC. ARCH. .--+=-+------·BREATHER TUBES-SEE DETAIL FOR SIZE AND QUANTITY ® PALM PLANTING DETAIL APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP. DATE REVIEWED BY: L-9.1 INSPECTOR DATE ~ CITY OF CARLSBAD ~ 0 PLANNING DIVISION 0 PLANTING DETAILS ST. PATRICK'S PARISH SCHOOL I APPROVED: t~fl\6r:~hett' I ,~ /44-\<'i> PLANNING OWNBY: KEE PROJECT NO. DRAWING NO. DATE INITIAL DATE INITtAL CHKDBY: JLP SOP 96-02(A) 487-6L OTHER APPROVAL CITY APPROVAL RVWDBY: 09.22.15 DPA JOB #14-006