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HomeMy WebLinkAboutDWG 495-8L; SDP 96-14I; LEGOLAND EMPLOYEE PARKING STRUCTURE; 01-12I LEG,OLAND EMPLOYEE PARKING EXPANSION STRUCTURE GOVERNING AGENCIES AND UTILITY CONTACTS UNDERGROUND SERVICE ALERT UNDERGROUND SERVICE ALERT 800-227-2600 GAS AND ELECTRICITY SAN DIEGO GAS & ELECTRIC 4120 OCEANSIDE BLVD. #215 OCEANSIDE, CA 92054 EMERGENCY: 800-411-7343 NEW SERVICE: 877-789-9866 CABLE TELEVISION TIME WARNER 5720 EL CAMINO REAL CARLSBAD, CA 92008 760-931-7000 WATER & RECYCLED WATER CARLSBAD MUNICIPAL WATER DISTRICT 5950 EL CAMINO REAL CARLSBAD, CA 92008 760-438-2722 SEWER CITY OF CARLSBAD 5950 EL CAMINO REAL CARLSBAD, CA 92008 760-438-2722 STORM WATER CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 HOTLINE: 760-602-2799 NO. SHEET INDEX 1 TITLE SHEET 2 DEMOLITION NOTES 3 DEMOLITION LEGEND AND PLAN PARKS AND RECREATION CITY OF CARLSBAD 799 PINE AVE, SUITE 200 CARLSBAD, CA 92008 760-434-2826 TELEPHONE AT&T NEW PHONE: 800-310-2355 ENGINEERING CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 760-602-2720 BUILDING FIRE CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 760-602-2700 INSPECTION: 760-602-2725 CITY OF CARLSBAD 2560 ORION WAY CARLSBAD, CA 92008 760-931-2141 POLICE CITY OF CARLSBAD 2560 ORION WAY CARLSBAD, CA 92008 760-931-2131 SHEET LABEL T-1.0 L-0.1 L-0.2 4 CONSTRUCTION AND PLANTING PLAN L-1.0 5 LANDSCAPE LEGEND AND NOTES L-1.1 6 LANDSCAPE DETAILS L-1.2 7 LANDSCAPE DETAILS L-1.3 8 RECYCLED WATER TITLE SHEET L-2.0 9 LANDSCAPE IRRIGATION LEGEND L-2.1 10 LANDSCAPE IRRIGATION PLAN L-2.2 11 LANDSCAP_E IRRIGATION DETAILS L-2.3 12 LANDSCAPE IRRIGATION DETAILS L-2.4 GRADING PLAN INDEX -(FOR REFERENCE ONLY) NO. SHEET INDEX SHEET LABEL 1 TITLE SHEET 1 2 NOTES 2 3 DEMOLITION PLAN 3 4 GRADING P LAN 4 5 BMP PLAN AND DETAILS 5 6 UTILITY PLAN 6 7 EROSION CONTROL DETAILS 7 8 EROSION CONTROL PLAN 8 9 GRADING DETAILS 9 1 LEGOLAND DRIVE CARLSBAD, CA 92008 VICINITY MAP CITY OF OCEANSIDE 78 CITY OF VISTA LEGOLAND; PROJECT SITE PACFlC ~-~ OCEAN CITY OF ENCINITAS "DECLARATION OF RESPONSIBLE CHARGE" ~N NOT TO SCALE I HEREBY DECLARE THAT I AM THE LICENSED LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. JEFF JUSTUS SCHMIDT DESIGN GROUP, INC. 1111 SIXTH AVE, SUITE 500 SAN DIEGO, CA 92101 PHONE: 619-236-1462 JEFF JUSTUS REGISTRATION NO: 4028 (EXP. 05/31/2017) OCT. 3, 2016 DATE LE GOLAN D;·--"<-__.., PROJECT SITE LOCATION MAP WATER EFFICIENT LANDSCAPE DECLARATION ~N NOT TO SCALE I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS. I UNDERSTAND THAT CONSTRUCTION DRAWINGS ARE TO BE PREPARED IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLANS HAVE BEEN PREPARED IMPLEMENTING THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. JEFF JUSTUS SCHMIDT DESIGN GROUP, INC. 1111 SIXTH AVE, SUITE 500 SAN DIEGO, CA 92101 PHONE: 619-236-1462 JEFF JUSTUS REGISTRATION NO: 4028 (EXP. 05/31/2017) NOTES: OCT. 3, 2016 DATE 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 LANDSCAPE PLANTING AND IRRIGATION ONLY. 2) CONTRACTOR IS REQUIRED TO SUBMIT FINAL AS-BUil T PLANS TO BE REVIEWED AND APPROVED BY THE CITY. 3) CONTRACTOR IS REQUIRED TO SUBMIT FINAL PLANS TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 7194 DATED SEP. 7, 2016 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON AND ASSOCIATES, INC. DATED NOVEMBER 24, 2015 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED NOT APPLICABLE 9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY NASLAND ENG. DATED 7/16 WDID NO. 9-375 , SW NO. 16-318 . 10. STORM WATER MANAGEMENT PLAN PREPARED BY NASLAND ENGINEERING DATED MAY 9, 2016, SWMP NO.16-25 11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. 12. 2013 CALIFORNIA BUILDING CODE, WHICH ADOPTS THE 2012 IBC, 2012 UMC, 2012 UPC AND THE 2011 NEC. INSPECTION PROCEDURES INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERTIFICATION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. I "FINAL LANDSCAPE CERTIFICATION FORM" EMAIL TO MIKEELLIOTT2@COX.NET. LANDSCAPE INSPECTION REQUEST PHONE LINE:: (760) 602-4602. PRIOR TO BEGINNING LANDSCAPE WORK THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE &BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. T-1.0 APPROVED FOR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BUILT" SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WIT H ENVIRONMENTAL SEN SITIVITY RCE___ EXP,, ___ _ DATE Know what's below. Call before you dig. AT LEAST TWO DAYS BEFORE YOU DIG 1111 Sixth Avenue, Suite 500, San Diego, CA 92101 telephone {619} 236-1462 facsimile {619} 2-36-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, A'Z. 34139 REVIEvlED BY• Ex irotion Dote: 5/31 /17 INSPECTOR DATE f-----,f---+-1 ----------+---l----l-__/...---l I SHE,ET I CITY OF CARLSBAD PLANNING DIVISION [SHECTSl L2.U 1---+--+----------------1----l----l----1---.I LANDSCAPE IMPROVEMENT PLANS FOR: LEGOLAND EMPLOYEE PARKING EXPANSION STRUCTURE TITLE SHEET 1---t---+--+----------+----l--l-----l---.l lAPPROVED: ,Mt 4: w, ;:,,.\\::: ll-l'l-\<-,,1 l---+--+----------------1----l----1----1---.I ::';·P;:LA;:N:::Nl;:NG:::::;:;::;::;;;::;:;:;;:;-;:========:::;-;:::::D::::AT::::E===:;· DWN BY: ,,,.,,_u.,.i:..s, PROJECT NO. DRAWING NO. 2~~g ~} ~~ SOP 96-14 I 495-BL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL \ / I - DEMOLITION NOTES: 1. SUMMARY 1.1. CLEAR AND GRUB THE PROJECT SITE PRIOR TO CONSTRUCTION, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER PREPARATION OF THE SITE. 1.2. LOCATION AND ELEVATION OF ALL EXISTING IMPROVEMENTS WITHIN THE AREA OF WORK SHALL BE CONFIRMED BY FIELD MEASUREMENT PRIOR TO CONSTRUCTION OF NEW WORK. 2. QUALITY ASSURANCE 2.1 . USE ADEQUATE NUMBERS OF SKILLED WORKPEOPLE WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIC REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. 2.2. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE THEREFORE. 3. PROJECT CONDITIONS 3.1. . TRAFFIC: CONDUCT SITE PREPARATION WORK TO ENSURE MINIMUM INTERFERENCE WITH EXISTING ROADS, STREETS, WALKS AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT EXISTING STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. 3.2. COMPLETE THE CLEARING AND SITE PREPARATION WORK BEFORE STARTING EARTHWORK. ERECT TEMPORARY BARRICADES, ENCLOSURES, AND PROTECTION OF ADJACENT PROPERTY AND EXISTING WORK BEFORE STARTING SITE CLEARING WORK. 3.3. INSPECT AND REVIEW THE PROJECT SITE TO DETERMINE EXISTING CONDITIONS WHICH AFFECT CONSTRUCTION OPERATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATED ALL SUBSTRUCTURES, WHETHER SHOWN HEREON OR NOT, AND PROTECT THEM FROM DAMAGE. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID SUBSTRUCTURES SHALL BE BORNE BY THE CONTRACTOR. ALL EXISTING IRRIGATION LATERALS, HEADS, AND MAINLINES DISTURBED WITHIN CONSTRUCTION LIMIT LINES SHALL BE ADJUSTED TO NEW CONSTRUCTION. AFFECTED IRRIGATION ZONES SHALL BE SHUT OFF WITHIN AREAS OF DISTURBANCE AND ALL EXISTING PLANTING 'TO REMAIN' SHALL BE HAND WATERED BY CONTRACTOR UNTIL AUTOMATIC IRRIGATION IS REINSTALLED. 3.4. PROTECTION OF EXISTING TREES AND VEGETATION: PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE, AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS, SKINNING AND BRUISING OF BARK, SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE. PROVIDE TEMPORARY GUARDS TO PROTECT TREES AND VEGETATION TO REMAIN. 3.5. ANY STOCKPILE, STAGING AND CONSTRUCTION AREAS SHALL BE FENCED WITH 6' HT. FENCING PER THE REQUIREMENTS FOR FENCING AT THE LIMIT OF WORK LINE SEE SPECIFICATIONS. . 3.6. ALL EQUIPMENT AND TOOLS SHALL NOT BE A NUISANCE OR HAZARD TO THE GENERAL PUBLIC AND CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AROUND THE AREA TO PROTECT THE SITE FROM OTHER ONGOING SITE OPERATIONS AND TO ENSURE THE SAFETY AND PROTECTION OF THE PUBLIC. CONTRACTOR SHALL KEEP THE WORK SITE PICKED UP AND FREE OF LITTER, TOOLS, EQUIPMENT AND ALL OTHER CONSTRUCTION RELATED MATERIALS. THE OWNER WILL NOT BE RESPONSIBLE FOR MATERIALS OR EQUIPMENT THE CONTRACTOR STOCKPILES OR LEAVES AT THE SITE UNATTENDED. EQUIPMENT LEFT ON THE PROPERTY OVERNIGHT AND UNATTENDED SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4. SITE CLEARING 4.1 . CLEAR THE PROJECT SITE OF EXISTING PLANTING TO BE CLEARED, CONCRETE PAVING, CURB AND GUTTER, AND MISCELLANEOUS DEBRIS WITHIN THE LIMITS OF WORK. DISPOSE OF MATERIALS FROM THE CLEARING OPERATION OFF-SITE TO A LEGAL DISPOSAL AREA. 4.2. REMOVE EXISTING WORK AND ITEMS WHICH ARE REQUIRED TO BE REMOVED IN SUCH MANNER THAT MINIMUM DAMAGE AND DISTURBANCE IS CAUSED TO ADJACENT AND CONNECTING WORK. CONTRACTOR SHALL REPAIR AT HIS/HER/ OWN EXPENSE ANY DAMAGES MADE TO EXISTING IMPROVEMENTS DURING MOBILIZATION, CONSTRUCTION OR THE ESTABLISHMENT PERIOD. 5. DISPOSITION OF MATERIALS 5.1. REMOVE MATERIAL EXCEPT THOSE ITEMS INDICATED TO BE RE-USED TO A LEGAL DISPOSAL AREA. 6. NOISE ABATEMENT AND DUST PALLIATION 6.1. NOISE ABATEMENT: LIMIT NOISE TO A REASONABLE LEVEL AS RELATED TO SPECIFIC ITEMS OF EQUIPMENT USED AND THE HOURS OF USE. THIS DOES NOT PRECLUDE USE OF MECHANICAL EQUIPMENT, SUCH AS JACK HAMMERS, POWER DRIVEN FASTENERS, OTHER APPROVED EQUIPMENT. 6.2. DUST PALLIATION: DURING SITE CLEARING, KEEP DUST, DIRT, AND POLLEN FROM BLOWING OR SPREADING BY WATERING DOWN AT REGULAR INTERVALS. 7. PROTECTION OF PERSONS AND PROPERTY 7.1. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON PROPERTY ADJACENT TO OR WITH PUBLIC ACCESS. 7.2. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS OTHERWISE REQUIRED. 7.3. PROTECT EXISTING STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT, AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION. 7.4. CONTRACTOR TO PROVIDE A SIX FOOT TEMPORARY CHAIN LINK CONSTRUCTION FENCE WITH GREEN PRIVACY/ DUST CLOTH, GATE, AND CONSTRUCTION SIGNS AROUND LIMIT OF WORK LINE DURING CONSTRUCTION. LOCATION OF FENCING SHALL BE APPROVED BY THE OWNER. STABILIZE TEMPORARY FENCE WITH SAND BAGS OR OTHER SUPPLIER APPROVED METHOD. THE EXISTING CHAIN LINK FENCE COULD REMAIN DURING CONSTRUCTION. • 8. UTILITIES 8.1. COORDINATE WITH UTILITY COMPANIES AND AGENCIES AS REQUIRED. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 8.2. WHERE UTILITY CUTTING, CAPPING, OR PLUGGING IS REQUIRED, PERFORM SUCH WORK IN ACCORDANCE WITH REQUIREMENTS OF THE UTILITY, COMPANY OR GOVERNMENTAL AGENCY HAVING JURISDICTION. 8.3. BEFORE EXCAVATION, VERIFY THE LOCATION OF UNDERGROUND UTILITIES AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR SHALL REQUEST MARK-OUT OF UNDERGROUND UTILITIES BY CALLING THE BELOW LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY IDENTIFICATION ·NUMBER: UNDERGROUND SERVICE ALERT (USA) ................... (800) 422-4133 CABLE TELEVISION: TIME WARNER CABLE ............. (760) 806-9809 GAS & ELECTRIC: SDG&E ........................................... (800) 411-7343 TELEPHONE: AT&T ....................................................... (858) 888-1906 SEWER & WATER. ........................................................ (760) 602-2400 CITY OF CARLSBAD ..................................................... (760) 602-2719 8.4 CONTRACTOR SHALL PROVIDE A PRIVATE UTILITY LOCATOR TO MARK OUT ALL PRIVATE UTILITIES WITHIN THE PROJECT FOOTPRINT NOT IDENTIFIED BY (USA). ALL MARK-OUTS WITHIN THE PROJECT LIMITS MUST BE IDENTIFIED PRIOR TO START OF DEMOLITION AND EXCAVATION OPERATIONS. 9. IRRIGATION REQUIREMENTS 9.1 THE CONTRACTOR IS RESPONSIBLE TO HAND WATER OR PROVIDE• TEMPORARY IRRIGATION EQUIPMENT TO IRRIGATE ALL AREAS WITHIN OR OUTSIDE THE PROJECT LIMITS AFFECTED BY DEMOLITION OF THE IRRIGATION SYSTEM. 9.2 CONTRACTOR SHALL ABIDE BY THE CURRENT WATERING RESTRICTIONS IN FORCE AT THE TIME OF CONSTRUCTION. COORDINATE WITH THE OWNER TO DETERMINE DAYS AND FREQUENCY OF OPERATION ALLOWED AT THE PARK. 10. RESORT SPECIFIC REQUIREMENTS 10.1. ASPHALT AND CONCRETE: GRINDINGS OR PIECES MUST BE REMOVED COMPLETELY FROM ALL AREAS THAT ARE DESIGNATED FOR LANDSCAPE PLANTING. CARE MUST BE TAKEN TO NOT INTENTIONALLY OR ACCIDENTALLY INCORPORATE ANY OF THE ASPHALT OR CONCRETE MATERIAL INTO THE FINISHED SITE SOIL. 10.2. BASE MATERIAL: ALL BASE MATERIAL MUST BE REMOVED COMPLETELY FROM ALL AREAS THAT ARE DESIGNATED FOR LANDSCAPE PLANTING. THE BASE MATERIAL MUST BE SCRAPED OFF THE SQIL BELOW AND CARE MUST BE TAKEN TO NOT INTENTIONALLY OR ACCIDENTALLY INCORPORATE IT INTO THE FINISHED SITE SOIL. 10.3. STORAGE AREAS: FOR ANY STORAGE PILES OF ASPHALT OR CONCRETE THAT IS IN AN AREA DESIGNATED FOR LANDSCAPE PLANTING THE SOIL BELOW THE PILE MUST BE REMOVED TO A SUFFICIENT DEPTH UNTIL IT IS FREE OF ALL CONTAMINATES. 10.4. BUILDING MATERIALS FROM REMOVAL OF EXISTING STRUCTURES; INCLUDING BUT NOT LIMITED TO STUCCO, DRYWALL, WOOD, ROOFING MATERIAL, GLASS, METAL AND PVC: CARE MUST BE TAKEN TO NOT INTENTIONALLY OR ACCIDENTALLY INCORPORATE IT INTO THE FINISHED SITE SOIL IN AREAS DESIGNATED FOR LANDSCAPE PLANTING. 10.5. LIQUID CONTAMINATES; INCLUDING BUT NOT LIMITED TO SLURRY FROM CONCRETE OR ASPHALT SAW CUTTING: CARE MUST BE TAKEN TO NOT ALLOW LIQUID CONTAMINATES TO DRAIN INTO ANY AREA THAT IS DESIGNATED FOR LANDSCAPE PLANTING. IF CONTAMINATES DO DRAIN INTO AN AREA DESIGNATED FOR LANDSCAPE PLANTING THE SOIL MUST BE REMOVED TO A DEPTH OF 12". ALL CONTAMINATES INCLUDING CONTAMINATED SOIL MUST BE REMOVED FROM LEGOLAND PROPERTY AND DISPOSED OF ACCORDING TO REGULATIONS. 10.6. IF A LEGOLAND LANDSCAPE REPRESENTATIVE FINDS THAT ANY DEBRIS OR CONTAMINATE HAS BEEN INCORPORATED INTO THE SOIL IN AN AREA DESIGNATED FOR LANDSCAPE PLANTING THAT SOIL WILL BE REMOVED AND PROPERLY DISPOSED OF OFF LEGOLAND PROPERTY AND REPLACED WITH CLEAN SOIL OF A STRUCTURE SIMILAR TO THE SITE SOIL. THIS WILL BE DONE AT THE CONTRACTOR'S EXPENSE. L-0.1 APPROVED FOR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA . "AS BUILT" \.J,.N05C.4Pe Q •1;-,l ,.. "'•TU$ 'Ii ,i;~ • 1- SCHMIDT DESIGN GROUP, INC. ~~~ -~ BALANCING ARTISTIC EXPRESSION IN DESIGN i/ 31-17---RCE DATE WITH ENVIRONMENTAL SENSITIVITY EXP, .. 1111 Sixth Avenue.Suite 500, San Diego, CA 92101 '\. iiiiiM-iii'ii' .,J telephone {619} 2.36-1462 facsi m ile {619} 236-8792 • IP#'" • REVJE\,/ED BY, ",;.'-./ , .. www.schmidtdesign.com ,-~ Or C,&.L\f~ lie. CA 2138, NV 219, AZ 34139 Expiration Dote: 5L31[17 INSPECTOR DATE /1\ I SH~T I CITY OF CARLSBAD ~ PLANNING DIVISION 2 LANDSCAPE IMPROVEMENT PLANS FOR: LEGOLAND EMPLOYEE PARKING EXPANSION STRUCTURE LANDSCAPE DEMOLITION NOTES APPROVED: (0,l!IJ,_\ r~, i'.-ll~1t' lt-1-. .,"-' PLANNING ' DATE DWN BY: •~ " ' PROJECT NO. DRAWING NO. DA1E INITIAL DA1E INITIAL DA1E .INITIAL CHKD BY: ~J DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: JT SOP 96-14(1) 495-BL 1 1/2' • A-07-4 A-7-23 1 1 INTERCEPT EXISTING IRRIGATION MAINLINE AND WIRES ,{)___ FOR USE WITH NEW IRRIGATION DESIGN. SEE Jl,l-r'Cf -, IRRIGATION PLAN L-2.0 FOR ADDITIONAL INFORMATION. ~ REMOVE AND REPLACE PLANT MATERIAL IN KIND FOR NEW UTILITY TRENCHING. PROTECT TREES IN PLACE. A-07-15 ' ' A-07-16 1 1/2' LIMIT OF WORK - 37 1 1/ ' 3 CLEAR AND GRUB PLANTER AREA, TYPICAL SEE CIVIL PLANS FOR --- SITE DEMOLITION ---------------------------- 38 \ 1 1/-:!1 58 ------------ ----- I I I I -,--f---t-+.---d-CLEAR AND GRUB ------ -09-1 -09-13 1 1/2' 35 1 1/2' 38 PLANTER AREA, TYPICAL - A- 38 1 1/ " - 11 I ..... -----· ------ ----------------- --- 0 10 h .~;;;;:;: (f) -= 0 X <J) 0 X <J) 0 X _J__I______J-LJ-T:o/ --------- 20 40 SCALE : 1" = 20'-0" I I DATE INITIAL DESIGNER OF WORK I I I ---...,, DEMOLITION LEGEND: GENERAL NOTE: 1. ANY EXISTING OFF-SITE ADJACENT LANDSCAPING THAT IS DAMAGED AS A PART OF THE ACTIVITIES OF THIS PROJECT WILL BE REPLACED IN-KIND AND SIZE PER THE ORIGINAL PLAN. EXISTING TREES: _ r., (. 1~ \. __.. CODE PIN HAL PIN HAL QUEAGR METEXC BOTANICAL NAME PINUS HALEPENSIS PINUS HALEPENSIS QUERCUS AGRIFOLIA METROSIDEROS EXCELSA EXISTING GROUND COVER: SYBMOL V'l'VVVV vvvvvvv VVVVV'<l vvvvvv vvvvvv CODE VINMIN EXISTING IRRIGATION: SYBMOL DESCRIPTION BOTANICAL NAME VINCAMINOR COMMON NAME ALLEPO PINE ALLEPO PINE COAST LIVE OAK NEW ZEALAND CHRISTMAS TREE COMMON NAME PERIWINKLE CREEPING MYRTLE REMARKS 30' -50' HT. X 20' -40' SPREAD QTY.14 TO BE REMOVED 40' -60' HT. X 40' -50' SPREAD 20' -30' HT. X 10' -15' SPREAD REMARKS SLOPEGC 6" -12" HT. X 12" PLUS SPREAD REMOVE EXISTING IRRIGATION MAINLINE, WIRES AND EQUIPMENT, TYPICAL. REMOVE EXISTING IRRIGATION HEADS AND LATERALS. CLEAR AND GRUB PLANTER AREAS, TYPICAL. EXISTING PLANTING: SYBMOL CODE MELNES DENSE SHRUBS BOTANICAL NAME MELALEUCA NESOPHILA HETEROMELES ARBUTIFOLIA COMMON NAME PINK MELALEUCA TOYON REMARKS 7'-8' HT. X XX'SPREAD 8'-12' HT. X 6' -10' SPREAD METROSIDEROS EXCELSA (AS SHRUB) NEW ZEALAND CHRISTMAS TREE 10' PLUS HT. X 10' X 20' SPREAD CAR PAN RHUINT SCHMIDT DESIG'N GROUP, INC . BALA NCING ARTISTIC EXPR ESSION IN DESIGN WITH ENV I RONMENTA L SENSITIV I TY 1111 Sixth Avenue, Suite 500, San Diego, CA 92101 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 DATE INITIAL CAREXPANSA RHUS INTEGRIFOLIA MEADOW SEDGE LEMONADE BERRY 1' HT. X 18" SPREAD 2' HT. X 12' SPREAD L-0.2 APPROVED FOR !RR/GA TION AND PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. II AS BUIL T11 RCE __ _ EXP, ___ _ DATE REVIEWED BY, Ex ;ration Dok 5/31/17 INSPECTOR DATE LANDSCAPE DEMOLITION LEGEND & PLAN I APPROVED: ~~ 4, f:\1.....;\\-(I. I '1 -I<,,. PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL REVISION DESCRIPTION CHKD BY: JJ SOP 96-14 I 495-BL OTHER APPROVAL CITY APPROVAL RVWD BY: JT \ • ;:E o ----- 0 10 20 40 SCALE : 1" = 20'-0" PARK! G OVER~AG, / "' -. .--· - ' 7 - - - -- - - - = = ' "' - - / - z C, w ~. / "' ---r\ - ' LIMIT OF WORK , -- ELEC = = -' "' - - I' - I \ \...---- ' -I ' I \' ,I -- - - -/ I NOTE: FOR PLANTING LEGEND, SEE SHEET L-1.1 I 7 7 5 D ---..... LIMIT OF WORK PROVIDE 3" DEPTH MULCH COVER ONLY SEE SHEET L-1.1 FOR PLANTING N;~~;~-------------------- FOR FIRST 24" OFFSET FROM BACK OF I 11 .... •·"······" CURB WHERE DRAINAGE DOES NOT .. -------------·0 •• 1. DISCHARGE INTO LANDSCAPE ' TYPICAL. -----· I 2. ALL PLANTER AREAS SHALL HAVE POSITIVE SURFACE DRAINAGE TO A MIN. 2% AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. SEE CIVIL PLANS FOR DRAINAGE SYSTEMS. 3. ANY EXISTING OFF-SITE ADJACENT LANDSCAPING THAT IS DAMAGED AS A PART OF THE ACTIVITIES OF THIS PROJECT WILL BE REPLACED IN-KIND AND SIZE PER THE ORIGINAL PLAN. 4. LANDSCAPE CALCULATION WITHIN PARKING AREA: TOTAL SOFT OF PARKING AREA WITHIN LIMITS OF .WORK INCLUDING STRUCTURE= 43,050 S.F. TOTAL SOFT OF LANDSCAPE AREA= 1,901 S.F. PERCENTAGE OF AREA USED FOR LANDSCAPING= 4.4% ---------- I I I ··1·· I -- I I_~--- [:. . ~ . I + + + + + + + + + + + + + + + + + + + + W/hl --0-- lfillllj . • • -------- CONSTRUCTION LEGEND SYMBOL 0 0 0 0 © 0 0 0 © @ e @) @) @ ® ® ® ® ® ® @ @) @ @ @ @ ® @ ® @ DESCRIPTION 4" THICK PEDESTRIAN CONCRETE PAVING. COLOR: NATURAL GRAY. FINISH: MEDIUM BROOM. MULCH AREAS, TYPICAL PARKING STRUCTURE VEHICULAR ACCESS TO GROUND FLOOR PARKING STRUCTURE VEHICULAR ACCESS TO SECOND FLOOR PARKING STRUCTURE PEDESTRIAN ACCES TO GROUND FLOOR PARKING STRUCTURE PEDESTRIAN ACCESS TO .SECOND FLOOR SIGHT LINE TRIANGLE, TYPICAL ACCESSIBLE CURB RAMP WITH HANDRAILING ELEVATOR AND STAIRS WITHIN PARKING GARAGE DETAIL PER CIVIL PLANS PER ARCH. PLANS PER ARCH. PLANS PER ARCH. PLANS PER ARCH. PLANS PER CIVIL PLANS PER ARCH. PLANS PAINTED STRIPING FOR PATH OF TRAVEL AND SAFETY PER CIVIL PLANS 48" HIGH CHAINUNK FENCE. ENTRY GATE TO REMAIN, PROTECT IN PLACE. VEHICULAR CONCRETE ENTRY RAMP. SEE CIVIL PLANS BIOFILTRATION FLOW-THROUGH PLANTER (LINED) CURB CUTS WITH RIP-RAP FOR DRAINAGE CURB AND GUTTER IMPROVEMENTS, TYPICAL EXISTING SEWER MAIN, PROTECT IN PLACE 1/L-1.2 3 / L-1.2 PER CIVIL PLANS PER CIVIL PLANS CONNECT TO EXISTING STORM WATER DRAINAGE PER CIVIL PLANS PER CIVIL PLANS ENTRY ACCESS CONTROL EQUIPMENT PER PER ARCH. PLANS ARCHITECTURAL PLANS ELECTRICAL TRANSFORMER PER ELECTRICAL PLANS PER ELEC. PLANS CONCRETE BROW DITCH PER CIVIL PLANS PER CIVIL PLANS DETECTABLE WARNING TRUNCATED DOME PADS PER PER CIVIL PLANS CIVIL PLANS PARKING STALL RESTRIPING, TYPICAL PLANTER ISLANDS, TYPICAL EXISTING CURB AND/OR GUTTER TO REMAIN, PROTECT IN PLACE EXISTING PARKING STALLS TO REMAIN, PROTECT IN PLACE ASPHALT PAVING REPAIR OR REPLACEMENT PER CIVIL PLANS STEEL AUTO GATE. COLOR: GALVANIZED. BOLLARD LATCH POSTS FOR AUTO GATE PER CIVIL PLANS PER CIVIL PLANS 2/L-1.2 2 /L-1 .2 L-1.0 SECURITY ACCESS KNOX BOX. MODEL: 3264. AVAILABLE THROUGH KNOX COMPANY. (800) 552-5669. SURFACE MOUNT TO EXISTING POST. INSTALL PER MANUFACTURER"S RECOMMENDATIONS PROPOSED UTILITY PER CIVIL PLANS APPROVED FOR !RR/GA T!ON AND PLANTING PROPOSED UTILITY PER ELECTRICAL PLANS ONLY, INCLUDING PRECISE LOCATION OF PLANTING SITE LIGHTING PER ELECTRICAL PLANS. REPAIR MULCH AND PLANTING IN KIND TO THE SATISFACTION AREA . OF THE OWNER, TYPICAL. ...-------1-----//-A_S __ B_U_I_L_T_''-----1 \WS.WlPe u•rus SCHMIDT DESIGN GROUP, INC. BALANCI NG ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 1111 Sixth Avenue, Suite 500, San Diego, CA 92101 telephone {619} 236•1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 RCE __ _ REVIE',/ED BY: ExpiraUon Date, 5/31/17 INSPECTOR EXP. ___ _ DATE DATE t------+--+------------+--+----f----1---11 SH4EET I CITY OF CARLSBAD ~2 PLANNING DIVISION ~ =1---t---t-----------------t---+----1---+---I ~LAN::;.:D;:S;:C~AP.,';;E=:I;:M:;P:;RO;:VE;;;:M:;E;:N:;T=:P;;LAN::::;:;S:::;F;;O::;R=: ==::::'....'.==~ ' ; 1i------1---;------------------1----+--t----+---I ' ,~----------------------1----+--t----+---I DATE INITIAL DATE INITIAL ' ')r ' ' / / I---DA=TE,-;-IN_ITI,_A_L+------------------1----+--l----+-~ LEGOLAND EMPLOYEE PARKING EXPANSION STRUCTURE CONSTRUCTION AND PLANTING PLAN APPROVED: • i:=.)\...,;t ll-t"T -c1., PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: JJ SOP 96-14 I 495-8L OTHER APPROVAL CITY APPROVAL RVWD BY: JT / / ;[D::Es:::'G:::N:ER:...o:F..;,w::.:o::.:RK]_ ___ R_E_v_,s_,o_N_o_E_s_c_R_1_P_T1_o_N ___ _J_::::_.:::::::_L:::.:..::::::::...1.::::::::::::::::::==::=..=::::::::::::=::::::==:::..:::::::::::::::::::::::::J I l LANDSCAPE PLANTING NOTES: 1. CONTRACTOR SHALL REVIEW PLANTING SPECIFICATIONS BEFORE BEGINNING WORK. 2. CONTRACTOR SHALL REVIEW PLANTING INSTALLATION DETAILS PRIOR TO BEGINNING WORK. 3. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH CONDITIONS UNDER WHICH WORK SHALL BE DONE PRIOR TO BIDDING. 4. ALL WORK WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARLSBAD AND THE TECHNICAL SPECIFICATIONS FOR THE PROJECT. 5. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING WORK. 6. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. CONTRACTOR SHALL MAINTAIN A MINIMUM 2% DRAINAGE AWAY FROM BUILDINGS AND PAVING INTO DRAINAGE STRUCTURES OR TO STREET (SEE ENGINEERS GRADING AND DRAINAGE PLAN). CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS IN MAINTAINING DRAINAGE. 7. OWNER'S REPRESENTATIVE SHALL APPROVE ALL FINISH GRADING PRIOR TO PLACEMENT OF ANY PLANT MATERIAL. 8. CONTRACTOR SHALL IMMEDIATELY, UPON THE AWARD OF THE CONTRACT, ORDER, LOCATE AND PURCHASE (OR HAVE HELD) ALL PLANT MATERIAL REQUIRED BY THESE PLANS AND SPECIFICATIONS. INCLUDE PURCHASE AGREEMENT WITH PLANT SUBMITTALS. 9. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE FOR OBSERVATION AT THE FOLLOWING TIMES: --MAINLINE -PRIOR TO BACKFILL AND PRESSURE TEST -LATERAL LINES-PRIOR TO BACKFILL -CONTROL WIRES -PRIOR TO BACKFILL -TREE LOCATIONS -PRIOR TO PLANTING -IRRIGATION COVERAGE -PRIOR TO PLANT PLACEMENT --PLANT APPROVAL AND SPOTTING PRIOR TO PLANTING --PRE-MAINTENANCE APPROVAL -POST-MAINTENANCE/FINAL APPROVAL. 10. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS MADE NECESSARY THROUGH THE ACTIONS OR NEGLIGENCE OF HIS CREW. 11. SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. ACTUAL TYPES AND QUANTITIES WILL BE BASED ON SOIL ANALYSIS PROVIDED BY CONTRACTOR. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS IN DIFFERENT AREAS OF THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. TEST SHALL INCLUDE TESTS FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY ORGANIC CONTENT N, P, K; PH; EC; SOIL TEXTURE; AND RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATION. CONTRACTOR SHALL FURNISH OWNER'S REPRESENTATIVE WITH A COPY OF TEST RESULTS AND RECEIVE WRITTEN APPROVAL FOR AMENDMENTS/SOIL PREPARATION PRIOR TO INSTALLATION. BID MIX FOR TURF AND SHRUBS AREAS: SOIL AMENDMENTS BID MIX SHALL BE THE FOLLOWING PER 1000 SQUARE FEET: -4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT 'KELLOG NITRO MULCH' -20 LBS. GRO-POWER PLUS -100 LBS. GYPSUM "SOIL PREP"TO BE MIXED INTO THE TOP 6" OF SOIL THROUGHOUT THE SITE EXCEPT ON SLOPES GREATER THAN 3:1. BID MIX FOR SHRUB BACKFILL: PLANTING AND BACKFILL MIX FOR PLANT PITS ANq TABLETS SHALL BE AS FOLLOWS PER CUBIC YARD: -70% OF NATIVE SOIL -30% NITROGEN STABILIZED ORGANIC AMENDMENT -16 LBS GRO-POWER PLUS -2 LBS. FERROUS SULFATE THOROUGHLY BLEND THE ABOVE AT A CENTRAL ON-SITE LOCATION PRIOR TO USE. THE FERROUS SULFATE SHOULD NOT CONTACT PAVING SURFACES AS STAINING WILL RESULT. 12. SHRUB AND GROUNDCOVER MASS QUANTITIES ARE SHOWN ON PLANS. UNDERPLANT ALL TREES WITH THE ADJACENT SHRUB AND/ OR GROUNDCOVER AS INDICATED BY THE PLANS. PLANTS SHALL BE INSTALLED WITH TRIANGULAR SPACING. PLANT GROUNDCOVERS TO WITHIN 12" OF TREE OR SHRUB STEMS. 13. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. WHERE SHRUB SYMBOLS ARE MASSED, CONTRACTOR SHALL MAINTAIN A CONSISTENTON CENTER , TRIANGULAR SPACING AS SPECIFIED IN LEGEND. CONTRACTOR SHALL VERIFY PLANT TOTALS FOR BID PURPOSES. 14. ALL ROCKS AND DEBRIS TWO INCH (2") AND LARGER SHALL BE REMOVED FROM PLANTING AREAS AND THEN FROM THE SITE TO A LEGAL SITE OF DISPOSAL. WHERE THE GRASS IS TO BE LOCATED, ALL ROCKS AND DEBRIS ONE INCH (1") AND LARGER SHALL_BE REMOVED FROM THE SITE TO A LEGAL SITE OF DISPOSAL. 15. PRIOR TO BEGINNING THE PLANTING OPERATION, IRRIGATE ALL PLANTING AREAS NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY CONTACT HERBICIDE TO WEEDS ONLY PER MANUFACTURER, MONSANTO "ROUND-UP" OR EQUAL. REPEAT PROCESS IF WEEDS PERSIST. 16. PERCOLATION TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE LANDSCAPE SPECIFICATIONS. 17. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY, OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED. 18. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY OWNER'S REPRESENTATIVE DUE TO CONDITION, FORM OR DAMAGE BEFORE OR AFTER PLANTING. 19. ALL TREES WITHIN 5' OR LESS OF HARDSCAPE SHALL BE INSTALLED WITH A ROOT BARRIER. ROOT BARRIER SHALL BE INSTALLED PARALLEL TO HARDSCAPE SURFACE FOR A DISTANCE OF 12' FROM THE CENTER LINE OF THE TREE TRUNK IN BOTH DIRECTIONS, OR AS INDICATED ON PLAN. ROOT BARRIER TO BE MANUFACTURED BY "DEEPROOT' OR "BIO-BARRIER" OR EQUIVALENT. 20. PLANTING TABLETS SHALL BE GRO-POWER PLANTING TABLETS 12-8-8 (12 MONTH SLOW RELEASE FORMULATION). 21. 1 GALLON GROUND COVER MATERIALS SHALL BE PLANTED TO WITHIN 12" OF ADJACENT SHRUB STEMS. 22. ALL PLANTING BEDS SHALL HAVE 4" (FOUR INCH) THICK MULCH LAYER. MULCH" SHAI..L BE "FOREST FINES" BY AGRI SERVICE INC, OCEANSIDE, CA. RATES AS SPECIFIED ON PLANS, FREE OF STICKS, STONES, CLAY OR OTHER FOREIGN MATERIAL. CONTRACTOR SHALL SUBMIT SAMPLE TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION. 23. ALL PLANTING SHALL BE GUARANTEED THROUGH THE ESTABLISHMENT PERIOD (SEE PLANTING SPECIFICATIONS). ESTABLISHMENT PERIOD SHALL BE 90 DAYS. TREES AND SHRUBS SHALL BE GUARANTEED FORA PERIOD OF ONE YEAR, BEGINNING FROM THE DATE OF THE FINAL ACCEPTANCE OF THE ESTABLISHMENT PERIOD. 24. AT COMPLETION OF THE ESTABLISHMENT PERIOD, APPLY COMMERCIAL FERTILIZER (15-15-15) AT 2LBS/1 000SF TO TURF AREAS ONLY AND WATER IMMEDIATELY WITH A THOROUGH IRRIGATION CYCLE. 25. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A WEED AND DEBRIS-FREE CONDITION THROUGHOUT THE ESTABLISHMENT PER!OD. 26. COORDINATE PLACEMENT OF TREES WITH SITE LIGHTING. CANOPY OF TREE AT ULTIMATE SIZE SHALL NOT BE PLACED SO AS TO CONFLICT WITH LIGHTING THROW ALONG PARK WALKWAYS. 27. PLANT MATERIAL SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE OF THE PROJECT SITE. , 28. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THA 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. _ 29. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THIS REQUIREMENT. 30. THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. 31. ANY CHANGES TO THE BIO-SWALE LAYOUT/DESIGN SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR IRRIGATION AND PLANTING INSTALLATIONS. 32. PLANTINGS LOCATED WITHIN THE BIO-SWALE SHALL BE FULLY KNITTED IN AND PROVIDE COMPLETE COVERAGE OF THE SWALE AREA IN ORDER TO PROVIDE A WORKING FILTER PRIOR TO FINAL PROJECT APPROVAL. 33. EROSION CONTROL FABRIC BLANKET SHALL BE INSTALLED PRIOR TO PLANTING ON ALL SLOPES THAT ARE STEEPER THAN 4:1. EROSION CONTROL FABRIC BY NORTH AMERICAN GREEN, MODEL SC150 AVAILABLE FROM: PACIFIC SOILS STABILIZATION (800) 473-1965 INSTALL PER MANUFACTURER'S INSTRUCTIONS. MAINTENANCE RESPONSIBILITY: ALL PROPOSED IMPROVEMENTS ARE WITHIN PRIVATE PROPERTY. MAINTENANCE AND LIABILITY FOR THE ENTIRE SITE SHALL BE THE RESPONSIBILITY OF THE OWNER. CITY OF CARLSBAD PLANTING REQUIREMENT FOR SLOPES: 1. SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD 1-COVER CROP/ REINFORCED STRAW MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. B. STANDARD 2-GROUND COVER: ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). C. STANDARD 3-LOW SHRUBS: LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM 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 MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. 2. SLOPES 6:1 OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1 ABOVE B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3 ABOVE. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3, AND #4 ABOVE 3. 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. PLANTING ZONE NOTES: 1. TOTAL SITE WITHIN LIMITS OF WORK IS ESTIMATED AT 121,840 S.F. 2. TOTAL LANDSCAPED AREA WITHIN LIMITS OF WORK ESTIMATED AT 20,149 S.F. 3. PERCENT OF TOTAL SITE USED FOR LANDSCAPING IS ESTIMATED AT 17%. 4. PERCENT OF THE LANDSCAPED AREA OF EACH PLANTING ZONE: ZONE ONE -24% ZONE TWO -76% ZONE THREE (NOT USED) -0% ZONE FOUR (NOT USED) -0% 5. 50 PERCENT OF THE SHRUB MATERIAL SHALL BE PLANTED AT 5 GALLON SIZE. 50 PERCENT OF ALL SHRUB MATERIAL SHALL BE PLANTED AT 1 GALLON SIZE. 6. SHRUBS SHALL BE MASSED IN PLANTING AREAS COVERING APPROXIMATELY 60 PERCENT OF THE TOTAL LANDSCAPED AREA. 7. THE PLANTING ON THE PROJECTS SLOPES SHALL SCREEN THE RETAINING BUILDING WALL APPROXIMATELY 75 PERCENT AT MATURITY. 8. GROUND COVERS SHALL BE PLANTED WITHIN 12 INCHES OF SHRUB PLANTINGS. 15 PERCENT OF ALL GROUNDCOVER SHALL BE PLANTED AT 1 GALLON SIZE. 85 PERCENT OF THE SHRUB MATERIAL SHALL BE PLANTED FROM FLATS. 9. ALL PLANT MATERIAL SHALL BE SPACED AT 70 PERCENT OF MATURE SIZES. 12-18" ON CENTER SPACING TYPICAL FOR GROUNDCOVER SPACING FOR EROSION CONTROL ON SLOPES. ZONE 1: DEFINED BY THE CITY OF CARLSBAD AS "LUSH" PLANTED AREAS 4,853 SQUARE FEET ZONE 1 PLANTING AREAS; INCLUDES SHRUB/ TREE PLANTINGS AT HIGHLY VISIBLE BUILDING FACES ZONE 2: DEFINED BY THE CITY OF CARLSBAD AS "MODERATE" PLANTED AREAS . 15,296 SQUARE FEET OF ZONE 2 PLANTING AREA THAT INCLUDES SHRUB/ TREE PLANTINGS ON SLOPES AND IN SWALE AREAS ZONE 3: DEFINED BY THE CITY OF CARLSBAD AS "NATURALIZING OR TRANSITIONAL" PLANTED AREAS NOT USED. NO TRANSITIONAL AREAS INCLUDED ON THE SITE. ZONE 4 {NATIVE/NATURALIZED HABITAT) NOT USED. THE ENTIRE LANDSCAPED AREA WITHIN LIMITS OF WORK WILL BE IMPACTED AND ALL PLANTING AREAS WILL BE ESTABLISHED WITH IRRIGATION. PLANT SCHEDULE TREES BOTANICAL NAME COMMON NAME CONT QTY DETAIL METROSIDEROS EXCELSA NEW ZEALAND CHRISTMAS TREE 36" BOX 5 1,2/L-1.3 '--'\\\ 111 / //;;/~ ~ ~ -.---. ---• -TAXODIUM MUCRONATUM MONTEZUMA CYPRESS 24" BOX 6 ::::.---.c::: -----"/. :-:::--'l.!t ~~ 1/; ///\\\\\' ~ . • . TRISTANIA CONFERTA BRISBANE BOX 36" BOX 18 -- ' . . . . SHRUBS BOTANICAL NAME COMMON NAME CONT QTY DETAIL 0 HAMELIA PATENS FIRE BUSH 5 GALLON 89 3/L-1.3 EB HETEROMELES ARBUTIFOLIA TOYON 5GALLON 31 0 LEUCOPHYLLUM LANG. 'RIO BRAVO' BAROMETERBUSH 5 GALLON 10 0 MYRTUS COMMUNIS 'COMPACTA' DWARF MYRTLE 5 GALLON 53 0 PITTOSPORUM TEN. 'VARIEGATUM' TAWHIWHI 5 GALLON 69 -- SHRUB AREAS BOTANICAL NAME COMMON NAME CONT SPACING QTY DETAIL 'v " 'v 'v 'v 'v'vV'vV DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS 1 GAL 18" o.c. 579 SF 3/L-1.3 v''v'v'vV 1 'v 'i7 'v 'v V 0000 o -o O 0 SESLERIA AUTUMNALIS AUTUMN MOOR GRASS 1 GAL 18" o.c. 2,779 SF 0000 " n " n GROUND COVERS BOTANICAL NAME COMMON NAME CONT SPACING QTY DETAIL II CAREX SUBFUSCA . BROWN SEDGE 1GAL 12" o.c. 2,614 SF 4/L-1.3 / . . / / . / / / / / / / COTONEASTER DAMMERI 'LOWFAST' LOWFAST BEARBERRY COTONEASTER 1 GAL 24" o.c. 1,785 SF . / / .. / ., . / / / ~ DYMONDIA MARGARETAE DYMONDIA 1 GAL 8" o.c. 1,607 SF -~ LANDSCAPE STATEMENT: THE LANDSCAPE DESIGN IS BASED ON A MEDITERRANEAN LANDSCAPE CHARACTER THAT CREATES AN ATTRACTIVE FACILITY TO MEET THE NEEDS OF LEGOLAND AND COMPLY WITH THE CITY'S LANDSCAPE REGULATIONS. THE MEDITERRANEAN PLANT PALETTE IS COMPOSED OF SHADE TREES, ACCENT TREES, DROUGHT TOLERANT AND ACCENT SHRUBS. THE PLANT MATERIALS' USED THROUGHOUT THE PROJECT ARE DROUGHT TOLERANT TO ENSURE THE PROJECT'S VISUAL SUCCESS WITH A MINIMAL IMPACT ON WATER RESOURCES. MATURE ALLEPO PINE TO BE PROTECTED IN PLACE. CONTRACTOR TO EXERCISE SPECIAL CARE WHEN WORKING NEAR TREE CANOPY (ROOT ZONE) OF MATURE PINE. .,). ------~ 32 I .-,, 1 ~A --, ,..k , -------],) ;;::()' . I' .(f u--1..:. 'i ·-z--------•· t.' A A I 'I ___ ...._.. _J ----------MATCHLINE -SEE SHEET L-1.0 CONTRACTOR TO REPAIR PLANTING IN KIND WHERE DAMAGED BY NEW TRENCHING. IF TRENCHING OPERATION MUST EXPAND BEYOND THE LIMITS SHOWN, REMOVE AND REPLACE SMALL NEW ZEALAND CHRISTMAS TREE HERE TO PROVIDE ADDITIONAL AREA AS REQUIRED. SCHMIDT DESIGN GROUP, INC . BALANCIN<i ARTISTIC EXPRESSION I N DESIGN WITH ENVIRONMENTAL SENSITIVITY 1111 Sixth Avenue, Suite 500, San Diego, CA 92101 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com lie. CA 2138, NV 219, AZ 34139 L-1.1 APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. '' AS BUILT" RCE __ _ EXP, ___ _ DATE REVIE'w'ED BY• Ex iroUon Dote: 5/31/17 INSPECTOR DATE /1\ I SHE5ET I CITY OF CARLSBAD t------t--+-----------------11----+----l---t-----1 PLANNING DIVISION I SHEETS I 12 t------t--+-----------------11-----+----l---t-----l 1----+--+----------------11-----+----l---+-----I LANDSCAPE IMPROVEMENT PLANS FOR: LEGOLAND EMPLOYEE PARKING EXPANSION STRUCTURE LANDSCAPE LEGEND AND NOTES t----+---+---~----------+---+--+-->----IIAPPROVED: ~ 4-t:t\..J.\::: l\,il-ty, I t------t--+-----------------11-----+----l---t-----1 :::-P~LA~NN71N~G~[lll:fil~=~~~~~=T(~DA~TiE~~- DATE INITIAL DATE INITIAL DATE INITIAL I DWN BY: , " PROJECT NO. DRAl'.1NG NO. DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 2~g ~r ~j~~-, soP 96-14<n 495-aL \ J L ' N I ... ' a I ... r , 12 '-, - 1------10'-0" MAX.------ CHARTS: A) POST AND RAIL SIZES SHALL BE AS FOLLOWS: • 4', 6', 8', & 12' HIGH CHAIN LINK FENCE: LEGEND: CD CONCRETE MOW CURB AT FENCE IN TURF AREAS OR CONCRETE PAVING (PER PLAN). ® PRESSED STEEL CAP -POST SIZE 0 COMPACTED SUBGRADE AT 90% PER GEOTECHNICAL REPORT 5 i-------. 9 z ::s 0.. 4 0:: w 0.. Cl) w ii: ;l: I-::c C) w :i: 1 ---1 -1-- 1 111 111 111 111 111 111 " 11 I 1,1r'IIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111 -'--c--,-~-11 i-ELEVATION I I >--n--__::::::111- POST LOCATION NOMINAL DIAMETER IN INCHES 4' 61,81 12' BASKETBALL FENCING END AND CORNER 2-1/2" 3" 3" STANDARD LINE POSTS 2" 2" ," STANDARD RAILS 1-1/4" 2" 2" STANDARD 8) FOOTING SIZES SHALL BE AS FOLLOWS: FENCE HEIGHT END OR LINE FOOTING CORNER POST DEPTH POST FOOTIN~ I FOOTING WIDTH WIDTH FOUR (4') FOOT HEIGHT 9" 9" 3'-6" SIX (6') FOOT HEIGHT 12" 9" 3'-6" EIGHT (8') FOOT HEIGHT 12" 9" 4'-0" MIN. lWELVE (12') FOOT HEIGHT 12" 12" 4'-8"MIN. 0 END OR CORNER POSTS (SEE NOTE 'A' FOR SIZES) G) 3/8" CIRCULAR TRUSS ROD WITH TRUSS TIGHTENER, SEE SDRSD M-20 0 MID RAIL (SEE NOTE 'A' FOR SIZES) 0 3/4"x3/16" TENSION BAR W/ 1"x14 GAUGE BANDS AT 2'-0" O.C.,TYPICAL © CONCRETE FOOTING (SEE FOOTING TABLE 'B' FOR SIZES) FOOTING SHALL BE 520-C-2500 CONCRETE. ® 9 GAUGE WIRE WITH 2" MESH FENCING, TYPICAL. ALL MESH SHALL BE GALVANIZED WITH BLACK VINYL COATING. NOTES: A. CHAIN LINK FENCE FABRIC SHALL BE NINE (9) GAUGE GALVANIZED STEEL CORE FABRIC WITH BLACK VINYL COATING. 8. FABRIC TO BE TWO (2) INCH MESH . C. ALL CHAIN LINK FENCING SHALL HAVE A TOP RAIL, AND BOTTOM RAIL. FABRIC SHALL BE KNUCKLED ON ALL SIDES. D. ALL CHAIN LINK FABRIC SHALL BE MOUNTED ON THE SIDE OF THE POSTS TOWARD THE PLAYING FIELD. E. ALL HARDWARE, TENSION WIRE, TIE WIRE, TRUSS RODS AND GATES SHALL BE HOT DIPPED (NOTE: THIS DRAWING IS BASED ON DETAIL SDRSD M-6 WITH SOME UPGRADES) GALVANIZED. F. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPL YING ALL HARDWARE REQUIRED FOR FENCING AND GATES. G. ALL FENCE POSTS, BRACES AND RAILS SHALL CONSIST OF GALVANIZED PIPE MANUFACTURED IN ACCORDANCE WITH ASTM DESIGNATION A-53 AND SHALL BE OF THE FOLLOWING SIZES AND WEIGHTS (SEE CHART A & B). H. ALL FENCE POSTS, RAILS, TIES, ETC. SHALL BE POWDER COATED BLACK. 0 CHAIN LINK FENCE . 1 i-i i ,-·. 1~------------------------N0 SCALE ROAD WIDTH PER PLANS r 3 ELEVATION 16" ' "' 3" I -:..- ' 0 10 "' BOLLARD ELEVATION LEGEND: (0 0 ® 0 ® GALV. STEEL GATE. 2-7/8" MIN. 0.0. DIA. RAILS 4" GALVANIZED STEEL POST CONCRETE FOOTING ROAD FINISH GRADE PAD LOCK AND SOLT PER MANUFACTURER'S RECOMMENDATION @ 4-1/2" STEEL SLEEVE NOTES: (i) 1/4" THICK. 6" X 6" ROUNDED OFF STEEL PLATE AT TOP AND BOTTOM OF 4 1/2" STEEL SLEEVE. WELD STEEL PLATES TO 4" STEEL POST TO SECURE 4 1/2" STEEL SLEEVE IN PLACE @ LATCH POST BOLLARD ® 3" GALVANIZED FLAT PLATE WITH HOLE WELDED TO POST. CENTER PLATES TO OVERLAP. @ ADJACENT PAVING PER PLAN @ MUTCD SIGN ON OM4-1. MOUNT TO GATE WITH VANDAL RESISTANT HARDWARE. ONE SIGN ON EACH SIDE OF GATES FRONT AND BACK 1. CONTRACTOR TO PROVIDE SHOP DRAWING. GATE SHALL BE GALVANIZED STEEL AND ALL HARDWARE TO BE HOT DIPPED GALVANIZED STEEL OR AS APPROVED. 2. USE 100% PENETRATION GROOVE WELDS FOR PIPE CONNECTIONS. 3. THE PIPE SHALL BE CUT TO PROVIDE A CLOSE FIT-UP OF THE JOINTS. 4. WELD AND GRIND SMOOTH ALL CONNECTIONS, EDGES, AND CORNERS TO ELIMINATE ANY SHARP EDGES, AND PAINT ALL EXPOSED WELDS WITH GALVANIZED PAINT. 5. CONTRACTOR TO PROVIDE ONE LOCK FOR EACH GATE AND BOLLARD. 6. COLOR AND FINISH TO MATCH EXISTING GATE AT THE CROSSINGS DRIVE --------- --------- -------- 3 9' BIOFILTRATION BASIN 2' m rr- 111~1=-==1· - C LEGEND: CD ADJACENT MATERIAL PER PLANS @ FILTER FABRIC; MIRAFI 160N OR APPROVED EQUAL. @ AMENDED SUBGRADE © COARSE AGGREGATE LAYER; SEE CIVIL PLANS. ® BIO-FILTRATION FILTER LAYER. SEE CIVIL PLANS FOR MIN. DEPTH. ® PLANTING IN SWALE (SEE PLANTING PLAN) NOTES: (j) PLANTING ON SIDE SLOPES (SEE PLANTING PLAN) ® IMPERVIOUS LINER; LAYFIELD RPE 25 OR APPROVED EQUAL. ® ADJACENT TREE WITH STAKING PER PLANTING PLAN. @ 6" PERFORATED SCH 40 PVC UNDERDRAIN A. BIOFILTRATION SOIL, GRAVEL BED AND LINER DEPTH PER CIVIL PLANS. STEEL AUTO GATE WITH BOLLARD LATCH POST NO SCALE 0 TYPICAL LANDSCAPE SWALE 3~-------------------N0 SCALE L-1.2 APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" ~c.o,,. Q •;;,;; :.?,-f; -j,U9'11J& -tq SCHMIDT DESIGN GROUP , INC. <l'~r,J;) .""" ..:;, .., ~ I -~,,. BALANCI NG ARTISTIC EXPRESSION IN DESIGN RCE EXP, DATE WITH ENVIRONMENTAL SENSITIVITY /, 1-17 1111 Sixth Avenue, Suite 500, San Diego, CA 92.101 '-lll!lftM. -w ,/ telephone {619} 236-1462 facsimile {619} 236-8792 • w-ai-l!i • REVIE\.IED BY• IS')' ----.:::,-• www.schmidtdesign.com ., ~ t' o,.. C~L.\f lie. CA 2138, NV 219, AZ 34139 Expiration Dote: 5[31[17 INSPECTOR DATE /1\ I SH~ET I CITY OF CARLSBAD LEJ PLANNING DIVIS!DN 2 LANDSCAPE IMPROVEMENT PLANS FOR: LEGOLAND EMPLOYEE PARKING EXPANSION STRUCTURE LANDSCAPE DETAILS APPROVED: rz[,f) (;:f, A:::;C\....:tt l\-r-i:.c14 PLANNING DATE OWN BY: 1\-..: I PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: JJ DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: JT SOP 96-14(1) 495-BL 11 ~-IL __ --~ ~---\ 7 ~---\ 8 2X R OT BALL - LEGEND: CD PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. ® ROUGHEN SIDES AND BOTTOM OF PIT. 0 FINISHED GRADE OF LAWN. 0 "CINCH-TIE" MANUF. BY V.I.T. COMPANY, . INC .. ATTACH PER MANUF. SPEC'S. AND SECURE WITH FURRING NAIL AT STAKE. ® 3 INCH MULCH LAYER, 36" MIN. CLEAR OF TURF ® ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. 0 (2) 3" DIA. X 12' LONG LODGEPOLE STAKES FOR TREES 36" BOX AND LARGER. ® WATER BASIN. ® PLANTING TABLETS PER NOTES AND SPECIFICATIONS. . @ SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING. NOTE: MAINTAIN A 36" CIRCLE OF MULCH AROUND ALL TREES -NO TURF SHALL OCCUR WITHIN THIS AREA. 11------------0 TREE PLANTING NO SCALE LEGEND: CD EXISTING SUBGRADE ® AMENDED PLANTING BACKFILL PER PLANTING NOTES & SPECIFICATIONS (SEE PLANS) 0 ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. 0 FINISHED GRADE ® 3" MULCH LAYER INSTALLED BEFORE PLANTING ® PLANT TYPE AND SPACING AS SPECIFIED ON PLANS 0 EDGE OF PLANTING AREA ® DISTANCE FROM EDGE OF PLANTER TO CENTER OF PLANT TO BE 1/2 THE SPECIFIED SPACING NOTE: A. KEEP MULCH 2-3" FROM TRUNK OF TREE, SHRUB, OR GROUNDCOVER TYP. 4 1----------0 GROUNDCOVER PLANTING NO SCALE I I - 11ITT3ll~ , : -•. . •' . - _,_• • -• ., •• • -, ••• -• !' _ .. . , ·-. , . . .. . , . . . -. . -. . -,, ... , .... . . . . -. . . . . ----·---~--~ LEGEND CD 24" DEEP ROOT BARRIER PER SPECIFICATIONS/ AS SHOWN ON PLANS ALONG FACE OF PAVING, CURB, WALL, ETC. ® CONCRETE PAVING PER PLAN (WHERE APPLICABLE) 0 EXTEND TOP OF ROOT BARRIER 1/2" MINIMUM ABOVE FINISHED GRADE 0 TREE PLANTING PER DETAILS ® CONCRETE CURB PER PLANS (WHERE APPLICABLE) NOTES: A. CONTRACTOR SHALL INSTALL AND ASSEMBLE ROOT BARRIER PER MANUFACTURERS RECOMMENDATIONS ~i--RO_O_T_BA_R_R_IE_R ___________ _ \V NO SCALE 11_ -=111111-:: Tl (J FIELD VERIFY DIRECTION OF PREVAILING WIND AND ALIGN STAKES, TYP. i----2X ----i ROOT BALL WIDTH 6" t 2" 1~ r 3'MIN. 10 LEGEND: CD PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. ® ROUGHEN SIDES AND BOTTOM OFPIT. r,;\ CHAMFER SLOPE AND PROVIDE \.:!.) EROSION CONTROL FABRIC ON SLOPES DURING PLANT ESTABLISHMENT TO PREVENT EROSION, TYPICAL © FINISHED GRADE. ® MULCH LAYER PER NOTES. ® ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. (j) "CINCH-TIE" MANUF. BY V.I.T CO, INC. OR EQUAL. ATTACH PER MANUF. SPEC'S. AND SECURE WITH FURRING NAIL AT STAKE. ® (2) 2" DIA. LODGEPOLE STAKES. B' LONG FOR 15 GALLON 10' LONG FOR 24" BOX OR LARGER. POLES SHALL BE INSTALLED IN LINE TO DIRECTION OF PREVAILING WIND. ® WATER BASIN. FRONT AND REAR SLOPES SHALL BE GRADED NO GREATER THAN 1:1. TYPICAL. @ PLANTING TABLETS PER NOTES. @soil BALL RESTING ON FIRM SOIL TO AVOID SETTLING. NOTES: A. KEEP MULCH 2-3" FROM TRUNK, 5--------© TREE PLANTING ON SLOPE TYP. NO SCALE ,---i 5 ----< 6 ::.:::::::::~~~:==:::~~~-::±~_ 1,*m~ t3 ... 1 ~ill~ 2TIMES '-----+---i7 ROOTBALL WIDTH LEGEND: CD PLANTING BACKFILL PER NOTES AND SPECIFICATIONS ® ROUGHEN SIDES AND BOTTOM OF PIT 0 FINISHED GRADE 0 3" MULCH LAYER ® ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE ® WATER BASIN 0 SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING ® FOR SLOPE CONDITIONS CHAMFER SLOPE TO PREVENT EROSION NOTES: A. KEEP MULCH 2-3" FROM TRUNK OF TREE OR SHRUB TYP. 3 i-------------© SHRUB PLANTING NO SCALE LEGEND: CD PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. ® ROUGHEN SIDES AND BOTTOM OF PIT. 0 FINISHED GRADE. 0 3 INCH MULCH LAYER. ® ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. ® WATER BASIN. FRONT AND REAR SLOPES SHALL BE GRADED NO GREATER THAN 1:1, TYPICAL 0 SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING. ® CHAMFER SLOPE AND PROVIDE EROSION CONTROL FABRIC DURING PLANT ESTABLISHMENT TO PREVENT EROSION. ® COMPACTED SUBGRADE. NOTES: A. KEEP MULCH 2-3" FROM TRUNK OF TREE OR SHRUB TYP. 6 -· ------------© SHRUB PLANTING ON SLOPE NO SCALE SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 1111 Sixth Avenue, Suite 500, San Diego, CA 92101 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmfdtdesign.com Uc. CA 2138, NV 219, AZ 34139 L-1.3 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE ___ EXP, ___ _ DATE REVIE\vED BY• Ex irofon Dote: 5/31/17 INSPECTOR DATE I SHE7ET I CITY OF CARLSBAD l---t--t------------------11----t----t----t-----f PLANNING DIVISl□N l----+--+------------------11----t----t----t-----f 1-----+--+----------------,1----+----t---t----t LANDSCAPE IMPROVEMENT PLANS FOR: LEGOLAND EMPLOYEE PARKING EXPANSION STRUCTURE LANDSCAPE DETAILS APPROVED: II·••·'~ PLANNING DATE DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: JJ SDP 96-14 I 495-BL OlHER APPROVAL CITY APPROVAL RVWD BY: JT GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE. DONE. IN ACCORDANCE. WITH THE. CARLSBAD MUNICIPAL WA TE.R DISTRICT'S RULE.S ANO RE.GULA TIONS. 2. DRINKING WA TE.R FOUNTAINS ANO OE.SIGN A TE.D OUTDOOR E.A TING ARE.AS SHALL BE. PROTE.CTE.O AGAINST CONTACT W1TH RE.CYCLED WATE.R SPRAY, MIST OR MISTING. 3. BE.ST MANAGE.ME.NT PRACTICES SHALL BE. USE.0 TO E.UMINA TE. OR CONTROL TO THE BEST E.XTE.NT POSSIBLE. PONDING, RUN-OFF, OVE.R-SPRA Y, ANO MISTING. 4. HOSE BIBS ARE. STRICTLY PROH/BITE.O. 5. CROSS-CONNE.CTIONS BE.TWE:E.N RE.CYCLED WA TE.R UNE.S AND POTABLE. WA TE.R LINE.$ ARE. STR!CTL Y PROHIBITE.D. 6. NO SUBSTITUTION OF PIPE. MA TE.RIALS W1LL BE. ALLOWED W1THOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WA TE.R DISTRICT. 7. ALL MAINLINE. PIPES SHALL HA VE. WARNING TAPE. PER CARLSBAD MUNICIPAL WA TE.R DISTRICT'S RULE.S AND REGULATIONS. 8. HOURS FOR IRR/GA TION W1 TH RE.CYCLE.D WA TE.R ARE FROM 10: 00 P. M. TO 6: 00 A.M. THE HOURS FOR /RR/GA TION WITH DISINFECTE.D TE.RT/ARY RE.CYCLED WA TE.R MAY BE. MODIFIED BY THE. LOCAL AUTHORITY. IRR/GA TION DURING PUBLIC USE PERIODS W1TH DISINFECTED TE.RT/ARY RECYCLED WA TE.R SHALL BE UNDER THE. SUPERVISION OF THE. OE.SIGNA TE.D USER SUPERVISOR. IRR/GA TION W1TH WATER OF A LESSER QUALITY THAN DISINFECTE.O TE.R,TfARY RECYCLED WA TE.R SHALL BE BE.TWEEN THE HOURS OF 10: OD P.M. TO 6: 00 A.M. 9. BURIAL OF ALL W1RING ANO PIPING SHALL MEE.T CARLSBAD MUNICIPAL WA TE.R DISTRICT RULE.S ANO REGULATIONS. 10. NON-DE.SIGNA TEO USE ARE.AS SHALL BE. PROTE.CTE.0 FROM CONTACT W1TH RECYCLED WA TE.R, WHE.THER BY W1NO BLOWN SPRAY OR BY DIRECT APPL/CATION THROUGH /RR/GA TION OR OTHER USE. LACK OF PROTE.CTION, WHETHER BY DESIGN, CONSTRUCT/ON PRACTICE OR SYSTE.M OPERATION IS STRICTLY PROHIBITE.O. 11. IRRIGATION HE.ADS SHALL BE. RE.LOCA TE.D OR ADJUSTED TO MINIMIZE. OR ELIM/NA TE OVER-SPRAYING ON SIDEWALKS, STRE.E.TS ANO NON-OE.SIGNA TE.D USE ARE.AS. 12. RE.CYCLED WATE.R QUICK COUPLING VALVES SHALL BE. OF A TYPE OE.SIGNED FOR THE USE ON RE.CYCLED WA TE.R DISTRIBUTION SYSTE.MS PE.R CARLSBAD MUNICIPAL WA TE.R DISTRICT'S RULES AND RE.GULA TIONS. 13. ON RECYCLED WATER SYSTE.MS, ALL APPURTENANCES (SPRINKLER HE.ADS, VAL VE. BOXES, E.TC.) SHALL BE. COLOR-COOED PURPLE PER AWWA GUIDELINES ANO SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFE.TY CODE. 14. ALL /RR/GA TION PIPE SHALL BE STENCILED W1TH WARNING, "NON-POTABLE. OR RE.CYCLED WA TE.R", COLOR-CODED (PURPLE) ANO LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE. TOP OF THE TRE.NCH PER THE CARLSBAD MUNICIPAL WA TE.R DISTRICT'S RULES AND RE.GULA TIONS. 15 .. ON NEW ON-SITE. SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE. RECYCLED WA TE.R ANO SEWER UNE.S SHOULD BE PLACED A MINIMUM OF FOUR FE.ET APART OR AS DIRECTED BY THE PROJECT E.NG/NE.E.R AND/OR REGULATORY AGE.NCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE GEN TE.RUNES. 16. CONSTANT PRESSURE RECYCLED WATER LINE.S SHALL CROSS AT LE.AST TWELVE INCHES BELOW POTABLE. WATER LINE.$ AND MAINTAIN AT LE.AST TWELVE INCHES CROSSING SE.PARA TION BE.TWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WA TE.R LINE MUST BE. INSTALLED ABOVE A POTABLE WA TE.R LINE OR LESS THAN TWE.LVE. INCHES BELOW A POTABLE. WA TE.R LINE, THEN THE RE.CYCLED WA TE.R LINE SHALL BE INSTALLED W1THIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WA TE.R DISTRICT'S RULES ANO REGULATIONS. 18. THE RE.QUIRED CROSS-CONNECTION SHUTDOWN TE.ST SHALL BE DONE. BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HE.AL TH. 19. THE RE.QUIRED CROSS-CONNECTION INSPE.CTION SHALL BE DONE BY EITHER THE. CARLSBAD MUNICIPAL WATE.R DISTRICT ANO/OR THE SAN DIE.GO COUNTY DEPARTMENT OF ENVIRONMENTAL HE.AL TH. COPIES OF INSPECTION RE.PORTS W1LL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DE.SIGN ANO LOCA T/ONS PROPOSED FOR RE.CYCLED WA TE.R "DO NOT DRINK" SIGN SHALL BE CALLE.O OUT ON THE PLANS. 21. WHE.N RE.CYCLED WA TE.R BECOMES AVAILABLE., AN ON-SITE USER SUPERVISOR SHALL BE. DE.SIGNA TEO IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, W1TH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RE.CYCLED PUREYOR'S RULES ANO RE.GULA TIONS ANO THE. SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTE.M. COPIES OF THE OE.SIGNA T/ON, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WA TE.R DISTRICT. IN CASE OF E.MERGE.NCY CONTACT: CHRISTOPH£ BRUCHE.Z AT (760)846-0839 OR AFTE.R HOURS CONTACT CHRISTOPH£ BRUCHE.Z AT (760)846-0839 22. ALL PUBLIC AND PRIVATE. POTABLE. WATE.R MAINS INCLUDING FIRE. MAINS AND ANY WA TE.R WELLS ANO WATE.R COURSE.$ W1THIN THE. RE.CYCLE.D WA TE.R PROJECT SHALL BE. SHOWN ON THE PLANS. 23. CALL OUT ON THE. PLANS IF THE.RE. ARE OR ARE. NOT DRINKING FOUNTAINS AND/OR DE.SIGNA TEO OUTDOOR EA TING ARE.AS ON THE. SITE. 24. A PHYSICAL SE.PARA TION SHALL BE. PROVIDED BE.TWEEN ADJACENT ARE.AS IRR/GA TEO WITH RECYCLED WA TE.R AND POTABLE. WA TE.R. SEPARATION SHALL BE. PROVIDED BY DISTANCE, CONCRETE. MOW STRIPS OR OTHE.R APPROVE.0 ME.THOOS. 25. ALL IRR/GA T/ON BACKFLOW PRE.VEN TE.RS SHALL BE TE.STE.O BY A CERTIFIED TE.STER ANO RE.SUL TS MUST BE GIVEN TO THE CITY ANO THE CARLSBAD MUNICIPAL WA TE.R DISTRICT. PIPE BE.TWE.E.N THE. ME.TE.R ANO BACKFLOW PRE.VENTER SHALL BE "SCHEDULE K HARO COPPER". APPROVE.0 CONTRACT BACKFLOW TE.STE.RS CAN BE FOUND ON THE CITY WEBSITE AT: http://www.carlsbadca.gov/services/departments/water /Documents/ recycledwaterbockf/owtesterlist.pdf for recycled or http: //www.corlsbadca.gov/services/ departments/water/Documents/waterbackf/owtester/ist.pdf for potable or call 438-2 722, BLACK LOGO r r,PURPLE BACK ROUND · 12" X 36" SIZE ,,---------1" BLACK LETTERS 36" / (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR 1" BLACK LETTERS 2" BLACK LETTERS .032 ALUMINUM, .060 ABS PLASTIC OR STICK -ON VINYL SIGNS TYPICAL SIGNS SIGNAGE NOTES THE FOLLOWING GUIDE.LINES FOR THE USE OF RE.CYCLED WA TE.R ARE TO BE. PERMANE.NTL Y POSTED INSIDE THE DOOR OF EACH CONTROLLE.R WHE.RE. THE.Y ARE E.ASILY VISIBLE.. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUID£UN£S [OR RECYCLED WA TE.R USE. A. IRR/GA TE. BETWEE.N THE HOURS OF 10: 00 P.M. ANO 6: 00 A.M. ONLY. WA TE.RING OUTSIDE THIS TIME FRAME MUST BE DONE. MANUALLY W1TH QUALIFIED SUPERVISORY PERSONNEL ON-SITE.. NO SYSTEM SHALL AT ANY TIME BE. LEFT UNA TTE.NOE.O DURING USE OUTSIDE. THE NORMAL SCHEDULE. B. IRR/GA TE. IN A MANNE.R THAT W1LL MINIMIZE RUN-OFF, POOLING, ANO PONDING. THE. APPL/CAT/ON RA TE SHALL NOT EXCEED THE INFIL TRA T/ON RA TE OF THE SOIL. TIME.RS MUST BE ADJUSTED SO AS TO BE COMP A T/BLE WITH THE. LOWEST SOIL INFIL TRA T/ON RA TE. PRESENT. THIS PROCEDURE. MAY BE FACIUTATE.O BY THE. EFFICIENT SCHE.OUUNG OF THE AU TOMA TIC CONTROL CLOCKS, (I.E., EMPLOYING THE. RE.PEAT FUNCTION TO BRE.AK UP THE TOTAL /RR/GA T/ON TIME INTO CYCLES THAT W1LL PROMOTE. MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HE.ADS TO ELIM/NA TE OVE.RSPRA Y ONTO ARE.AS NOT UNDER THE. CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PR/VA TE PATIOS ANO LOTS, AND STRE.E.TS ANO SIDE.WALKS. 0. MONITOR ANO MAINTAIN THE. SYSTEM TO MINIMIZE. EQUIPMENT ANO MA TE.RIAL FA/LURE.. BROKEN SPRINKLER HE.ADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE. REPAIRED AS SOON AS THE.Y BE.COME APPARENT. E.. THE. LANDSCAPE CONTRACTOR IS RESPONSIBLE. FOR £DUCA TING E.ACH EMPLOYEE. ANO ALL MAINTENANCE. PERSONNEL ON A CONTINUOUS BASIS, RE.GARDING THE. PRESENCE. OF RE.CYCLED WA TE.R. MAINTENANCE. PERSONNEL MUST BE INFORMED THAT WA TE.R IS FOR !RR/GA T/ON PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HANO ANO TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGE.$ AND MOO/FICA TIONS TO ANY PR/VA TE. ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, ANO APPROVE.O BY, THE DISTRICT ENGINE.E.RING OFFICE ANO OE.SIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. F.1. ALL RE.CYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH /DENT/FICA T/ON TAGS. F.1.A. TAGS SHALL BE. WE.A THERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, W1TH THE WORDS "WARNING RECYCLED WA1ER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "A V!S6 -AGUA IMPURA -NO TOMAR" IMPRINTED ON THE. OTHE.R SIDE. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY E.NTE.RPRISE.S OR APPROVED EQUAL. F.1.B. ONE. TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR W1TH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLE.N0/0 W1RE. 0/RECTL Y OR WITH PLASTIC TIE-WRAP OR_ 3. ATTACH TO VALVE COVER W1TH EXISTING VALVE COVER BOLT. F.1. ALL SPRINKLER HE.ADS SHALL BE IOE.NTIFIE.O AS RE.CYCLED WA TE.R SPRINKLER HE.ADS. G. EACH AU TOMA TIC CONTROLLER ANO ITS ASSOC/A TE.0 EQUIPMENT SHALL BE. /OE.N TIFIE.O WITH A SIGN BE.ARING THE WORDS "RECYCLED WA TE.R USED FOR /RR/GA T/ON" IN ENGLISH ANO SPANISH, W1TH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE. PLACED SO THAT IT CAN BE RE.ADIL Y SE.EN BY ANY OPE.RA T/ONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HE.RE.BY OE.CLARE THAT I AM TH£ LANDSCAPE ARCH/1£(,T OF WORK FOR THIS PROJECT, THAT I HAVE. EXE.RC/SEO RESPONSIBLE CHARGE OVER THE OE.SIGN 'OF THIS PROJECT AS DE.FINED IN SECTION 6 703 OF THE. BUSINESS ANO PROFESSIONS CODE AND THAT THE OE.SIGN IS CONSISTENT WITH CURRE.NT STANDARDS. I UNDERSTAND THAT THE. CHE.CK OF PROJECT DRAWINGS AND SPECIF/CA T/ONS BY THE CITY OF CARLSBAD ANO SAN DIE.GO COUNTY DEPARTMENT OF ENVIRONMENTAL HE.AL TH IS CONFINED TO A RE.VIEW ONLY ANO DOES NOT RELIEVE ME, AS TH£ LANDSCAPE ARCH/TE.CT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT OE.SIGN. THE.SE. PLANS HA VE BE.EN PRE.PARED IN SUBSTANTIAL CONFORMANCE. W1TH THE APPROVED LANDSCAPE. GONCE.PT PLAN, WA TE.R CONSE.RVA TION PLAN, FIRE. PROTECT/ON PLAN, ANO ALL CONDITIONS OF APPROVAL RE.LA TEO TO LANDSCAPING. FIRM NAME & AODRE.SS: SCHMIDT OE.SIGN GROUP, INC. 1111 6TH AVE., SUITE 500, SAN DIE.GO, CA 92101 PHONE NO: (619) 236-1462 RE.GISTRA T/ON NO: RLA-4028 In Order to Conserve Weter ... RECYCLED WATER IN USE DO NOT DRINK NO TOME EL AGUA WASH HANDS AFTER CONTAC~NG LAVESE ·sus MANOS DESPUES DE USAR 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 10/03/2016 DATE EXP/RAT/ON DA TE.: 05/31/2017 DI RT DIAL TOLL FREE 1-800-422-4133 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA RECYCLED WATER SYSTEM (PRIVATE) LEGOLAND EMPLOYEE PARKING EXPANSION STRUCTURE INSPECTION PROCEDURES: INSPECTION OF THE. PROJECT SHALL BE. PERFORMED BY THE LANDSCAPE ARCHITECT OF THE. WORK, OR HIS OE.SIGNA TED AGE.NT. REFER TO THE SPECIF/CATIONS FOR THE SCHEDULE. OF RE.QUIRED INSPECTIONS AND RE.QUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE. WORK, THE LANDSCAPE. ARCH/TE.CT OF THE WORK WILL CERTIFY THAT THE. INSTALLATION HAS BE.EN COMPLE.TE.O BY SUBMITTING THE "CE.RT/FICA TION OF COMPLETION" FORM. A RE.QUE.ST FOR A FINAL LANDSCAPE. INSPECTION BY THE. CITY MUST ALSO BE. MADE. BY CALLING THE INSPECT/ON RE.QUE.ST LINE.. E-MAIL THE. "CE.RT/FICA TION OF COMPLETION" FORM TO mikeelliott2@cox.net. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602. (") 0) LO I fW- ----w 1 LEGOLAND CARLSBAD, CA DR. 92008 • • -f=a.~ + +' '+ + :=:.,: =;-+j+ .-------------• -•--------• ------------• ----~' --•--~ --- llr-i.-l!l- NEW PAF?KING STRUCTURE -"'-a-- ---•--a-------- #H"' --•-- ---a-----a-- i . . . ==~ +-t 4 1+l+l~M 4 l+l+lf-1 H 4 1+1+1+- P.O.C. 2 c3 TIE-INTO '-..,._'J'. EXISTING 3" RW I MAINLINE. I 100 GPM / 80 PSI , I ·11 --) 1 .,_ I ,.,., = RECYCLED WATER SITE MAP NTS LEGEND ® POTABLE WA TE.R METER 00 RECYCLED WA TE.R ME.TE.R ~ EXISTING BACKFLOW PRE.VENT/ON DE.VICE II! n POTABLE WA TE.R LINE Rl"I i\ RE.CYCLED WA TE.R LINE RC RE.CYCLED WA TE.R PRESSURE. SUPPLY LINE [ZZI RE.CYCLED WA TE.R USE ARE.A .A. DO NOT DRINK SIGN I. 1• I ~-PROPOSED RW LINE; NOTED TO BE l~ INSTALLED IN PLANTING AREAS PER _ PLAN, TYPICAL I ,z5 ---RC---PROPOSED RE.CYCLED WA TE.R IRR/GA TION MAINLINE. (PURPLE); CONTRACTOR TO CONNECT NEW IRR/GA TION TO THE. EXISTING FOR LANDSCAPE. IMPROVEMENTS ---RC,---EXISTING RE.CYCLED MAINLINE. TO RE.MAIN NOTE: THE NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGHLINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS-CONNECTION TEST PERFORMED BY CMWD AND DEH. FINAL CONNECTION TO THE EXISTING RECYCLED IRRIGATION MAINLINE IS TO BE PERFORMED ONLY AFTER APPROVALS FROM CMWD AND DEH. . WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE. REQUIREMENTS FOR LANDSCAPE. ANO /RR/GA TION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE. MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE. W1TH THOSE. RE.GULA TIONS ANO THE LANDSCAPE MANUAL. I CE.RT/FY THAT THE PLAN IMPLEMENTS THOSE RE.GULA TIONS TO PROVIDE. EFFICIENT USE OF WA TE.R. BY: ~~-JEFF J.-JUSTUS PHONE~ ~"'3""6-_,__14.,,6,..,2 _____ _ REGISTRATION NO: RLA -4028 E.XPIRA TION DA TE: 05/31/2017 NOTE.: NO WELLS NO DRINKING FOUNTAINS NO E.A TING ARE.AS X "" X X INSPECTION PROCEDURES 1. DISTRICT CONSTRUCTION INSPECT/ON SHALL INCLUDE: A. RE.QUIRED SE.PARA TION BE.TWEEN POTABLE. ANO RE.CYCLED WA TE.R LINES (HORIZONTALLY ANO VERT/CALLY). B. PIPE /DENT/FICA TION. C. SLEEVING AT CROSSINGS. 0. APPROPRIATE. MA TE.RIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLE.RS. AN APPROVAL LETTER REGARDING THE. INSPECTION OF THE. PROJECT SHALL BE OBTAINED FROM Tf:/E CITY AND THE DISTRICT, ANO BE FORWARDED TO THE COUNTY HE.AL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. S/GNAGE. INSTALLED PE.R PLAN. B. CONTROLLER ST/CKE.RS. C. TAGGING OF VALVES. 0. COVERAGE. TE.ST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE. PROTECTION OF ARE.A NOT APPROVED FOR RECYCLED WA TE.R USE. E.. ALL ASPECTS OF THE IRR/GA T/ON CONDITIONS INCLUDING WINDBLOWN SPRAY. RUNOFF, ANO PONDING. F. REQUIRED PROTECTION OF ALL RE.SIDE.NT/AL AREAS. G. RE.QUIRED PROTECTION OF WE.LLS, STREAMS, RE.SERVO/RS, ETC. H. CROSS-CONNECTION TE.ST IF RE.QUIRED. I. COLOR COOED, LAMINA TE.O CHARTS INSIDE. EACH CONTROLLER. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE. INSPECTION THAT WILL COVER A-I OF THE. DISTRICT FINAL INSPECTION. RE.VISIONS MUST BE. APPROVED BY PUBLIC HE.AL TH ENGINE.ER, CITY ENGINEER AND DISTRICT E.NGINEE.R PRIOR TO IMPLEME.NTA TION IN FIE.LO. CITY OF OCEANSIDE c.o < C) N HIGHWAY 78 IRR/GA TION SHEET INDEX LEGOLANO;"'-"'" PROJECT SITE PACIFIC OCEAN CITY OF ENCINITAS VICINITY MAP NOT TO SCALE CITY OF VISTA L-2.O RW TITLE SHEET L-2.1 /RR/GA TION LEGEND L -2. 1 /RR/GA TION PLAN L-2.3 IRRIGATION DETAILS L-2.4 IRRIGATION DETAILS L-2.0 NORTH APP RO V[D FOR /RR/GA TION AND CPLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 1111 Sixth Avenue, Suite 500, San Diego, CA 92101 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Uc. CA2138, NV 219, AZ 34139 ~05C..,J=>; l\ltioTI.1$ J ' ' tt9. me'WM. Qltr: 10fi:=1G Expiration Date: 5/31 /17 COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WAlER QUALITY DIVISION GLENN LEEKS ENVIRONMENTAL HEALTH SPECIALIST "AS BUil T" TITLE REVIEWED BY: INSPECTOR DATE DATE. DATE CARLSBAD MUNICIPAL WATER DISTRICT ~ CITY OF CARLSBAD l----t----+----------------t-----1---+---+----I ~ PLANNING DIVISION PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: l----t----+------------'-----t------1---+---+----I LEGOLAND EMPLOYEE PARKING EXPANSION STRUCTURE CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: _____________ t----+---+-----------------+---+----lf----+---1 RECYCLED WA TE.R TITLE SHEET ADDRESS: APPROVED: r~ \\ · 1'1-\..., PLANNING DAlE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: JJ SOP 96-14 I 495-BL OTHER APPROVAL CllY APPROVAL RVWD BY: JT 1 1 I , I I \ IRRIGATION SCHEDULE: SYMBOL 0 MANUFACTURER/MODEL PRECIP. ARC PSI GPM RADIUS DETAIL Cl SYMBOL ~ SYMBOL EB I --- ---------------- RAIN BIRD RVAN18 1812-SAM-P45 RAIN BIRD R-VAN-1724 1812-SAM-P45 RAIN BIRD R-1318 1812aSAM-P45 RAIN BIRD R-1318 1812-SAM-P45 RAIN BIRD R-1318 1812-SAM-P45 RAIN BIRD R-1318 1812-SAM-P45 RAIN BIRD R-13181812-SAM-P45 RAIN BIRD R-1318 1812-SAM-P45 RAIN BIRD R-1724 1812-SAM-P45 RAIN BIRD R-1724 1812-SAM-P45 RAIN BIRD R-1724 1812-SAM-P45 RAIN BIRD 1812-SAM-PRS-NP LEFT STRIP RAIN BIRD 1812-SAM-PRS-NP RIGHT STRIP RAIN BIRD 1812-SAM-PRS-NP CENTER STRIP RAIN BIRD NP-1400 FLOOD ON FIXED RISER MANUFACTURER/MODEUDESCRIPTION RAIN BIRD XCZ-100-PRB-R 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.86 0.86 0.86 1.93 MEDIUM PLUS FLOW FOR COMMERCIAL APPLICATIONS. PURPLE CAP DESIGNATES FOR RECLAIMED WATER, NON-POTABLE USE. 1" PESBR VALVE AND 1" PRESSURE REGULATING 40PSI BASKET FILTER. 5-20GPM. FLUSH VALVE ASSEMBLY SCH 40 PVC BALL VALVE WITH COMPRESSION FITTING AND 18" LENGTH OF DRIPLINE TUBING IN VALVE BOX. PURPLE FOR NON-POTABLE WATER USE. AIR-RELIEF VALVE NETAFIM TLAVRV 1/2" AIR RELIEF VALVE IN 6" ROUND PURPLE VALVE BOX. THE VALVE WILL ALLOW AIR TO ESCAPE THE PIPELINE PREVENTING WATER HAMMER. AREA TO RECEIVE DRIPLINE NETAFIM TLCV6-12025 PRESSURE COMPENS,A,TING LANDSCAPE DRIPLINE. 0.6GPH EMITTERS AT 12.0" 0 .C. DRIPLINE LATERALS SPACED AT 12.0" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. PURPLE TUBING FOR NON-POTABLE WATER. MANUFACTURER/MODEUDESCRIPTION RAIN BIRD PESB-PRS-0-NP-HAN 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE REGULATOR MODULE, AND PURPLE FLOW HANDLE FOR NON-POTABLE WATER USE. NELSON 7645 1" BRASS QUICK COUPLER VALVE WITH ACME THREADS FOR SLOW FLOW CONTROL, WITH LOCKING RUBBER COVER AND PURPLE CAP WITH RECLAIMED WATER WARNING. SPEARS2622 LINE SIZED BALL VALVE. LARGE INLET OPENING, AND PREVENTS BACK FLOW OF WATER AND DRAINAGE OF THE SYSTEM INTO LOW AREAS. NIBCO T-113-K CLASS 125 BRONZE GATE SHUT OFF VALVE WITH CROSS HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. SIZE RANGE - 1/4" -311 IRRIGATION LATERAL LINE: PURPLE PVC SCHEDULE 40 PIPE. ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION MAINLINE: PURPLE PVC SCHEDULE 40 AND CLASS 315. PVC SCHEDULE 40 TO 1-1/2", PVC CLASS 315 SOR 13.5 FOR PIPES 2" AND LARGER. PROVIDE THRUST BLOCKS ON MAINLINES 3" AND LARGER. ADJ ADJ 360 180 90 120 270 240 180 90 270 LCS RCS SST 360 PIPE SLEEVE: PVC SCH 80 UNDER ROADS, SCH 40 ALL OTHER APPLICATIONS. TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. Valve Callout I # • I Valve Number # f I # •• .._ ____ Valve Flaw -~-~~---Valve Size 45 18' 45 24' 45 1.96 18' 45 0.98 18' 45 0.49 18' 45 0.65 18' 45 1.47 18' 45 1.31 18' 45 1.84 23' 45 0.92 23' 45 2.76 23' 40 0.49 5'x15' 40 0.49 5'x15' 40 1.21 5'x30' 40 0.50 1' 6 / L-2.3 7 I L-2.3 DETAIL 2 / L-2.3, 3 / L-2,4 6 / L-2.4 5 / L-2.4 4 / L-2.4 DETAIL 2 & 3 / L-2.3 2 & 5 / L-2.3 2 & 4 / L-2.3 2 & 4 / L-2.3 8 / L-2.3 8 & 9 / L-2.3; 1 / L-2.4 8 / L-2.3 EXISTING IRRIGATION EQUIPMENT LEGEND: . . SYMBOL jhW<ICOMj ~ - !PIM H --N-- MANUFACTURER M.OOEL NO . RAINBIRO IMXICOM-60 ·,.~ RAINBIRD CCU -'28 RAINBIRD ESP-SAI WILKINS SOOHLR DATA INDUSTRIAL IR-220-P RAIN8IRO NELSON NIBCO KING BROS. BERMM> RAINBIRO RAINBIRD PEB-B-PRS-B 7645 "KSc" 01-ARA 44LRC WS-200 .. DESCRIPTION CENTRAL COMPUTER CONTROL SYSTEM ASSEMBLY BY PACIFIC TECHNICAL SERVICES (PIS) TO BE LOCATED WITHIN LANDSCAPE OFFICE . CLUSTER CONTROL UNIT ASSEMBLY BY PACIFIC TECHNICAL SERVICES (PTS) - REFER TO IRRIGATION DRAWINGS FOR LOCATION, SIZE AND MOUNTING TYPE FIELD SATELLITE ASSEMBLY BY PACIFIC TECHNICAL SERVICES {PIS) -PEDESTAL . MOUNTED IN STAINLESS STEEL CABINET -REFER TO IRRIGATION DRAWINGS FOR LOCATION, SIZE ANO MOUNTING TYPE · PRESSURE · REDUCING VAL VE WITH 1 0. TO 1 25 SPRING RANGE -USE BRONZE . SCREWED BODY FOR SIZES .J" ANO SMALLER -'SIZE AND PRESSURE SETTING NOTED IRRIGATION MAINLINE ANO/OR WASHDOWN FLOW SENSOR. c.. SiZE NOTED -• INDICATES FLOW SENSOR SIZE · . . . PRESSURE REGULATING "ELECTRiC CONTROL VALVE -SIZE NOfEO. QUICK COUPLING VALVE WITH LOCKING PURf>Lt VINYL COVER FOR RECLAIMED WATER~.1• . SERIES GAfE VALVE WITH BRONZE CROSSHANDL( FOR VALVES -:r· AND SMAlLER ANO .NfBCO P-619--RW SERIES .RESILIENT SEAL GATE VALVE WITH 2" OPERATING NUT FOR VALVES 4" AND LARGER ..:. LiNE SIZE · SE.RIES SWING CHECK VALVE -LINE SIZE . . . . AIR ~ELIEF VALVE -2· QUICK COUPLING VALVE WITH .LOCKING RUSSER COVER F"OR WASHOOWNS USING DOMESTIC WATER -1" WEATHE_R STATION ASSEMBLY 8'Y PACIFIC TECHNICAL SERVICES (PTS) MASTER, VALVE / BASKET STRAINER ASSEMBLY WITH 40 MESH STAINLESS STEEL SCREEN -REFER . TO STRAINER / PRESSURE REDUCING VALVE. CONSTRUCTION DETAIL AND IRRIGATION -SPE:CIFICATIONS .FOR _ADDITIONAL INFORMATION .... --BURIED PRESSURE MAIN LINE PIPING ,-ust PVC· CLASS . 200 WITH RiNG-TITE JOINTS. FOR SIZES 4~ ANO LARGER PVC . CLASS 315 FOR SIZES '1' THRU .3"ANO PVC SCHtOULE 40 FOR SIZES. 1-1/2" ANO SMALLER -SIZE NOTED -USE -wD- PURPLE . COLOR PIPE FOR IRRIGATION LINES USING RECLAIMED WAT(::R . . •• < • . •• ' • • . ' BURIED PRESSURE MAINLINE WASHOOWN PIPING -USE PVC CLASS 315 FOR SIZES 2" THRU -"S' AND PVC SCHEDULE 40 FOR SIZES 1--1 /2" ANO SMALLER -SIZE NOTtO -USE WHITE COLOR PIPE FOR . WASHOOWN LINES USING DOMESTIC WATER . . . j ... BURIED NON-PRESSURE LAT.ERAL LINE Plf>ING -:USE PvC SCHEDULE40 FOR LATERAL LINE PIPING INSTALLED WITHIN . .PLANTING AREAS AND PVC SCHEDULE 40 · FOR. LATERAL LINE PIPING 0INSTALLEO UNDE~ PAVED ~EAS -SIZE NOTED - USE PURPLE COLOR PIPE FOR IRRIGATION LINES USING RECLAIMED WATER ~cc-. COMMUNICATION CABLL & CONDUIT -2" PVC SCHEDUL_E 40 PROVIDED AND INSTALLED BY IRRIGATION CONTRACTOR. ------·----CONTROL· WIRE _SLEEVE UNDER . PAVED AREA -SQ;; SLEEVING -NOTES ·-SIZE NOTED ---PlPE SLEEVE FOR IRRIGATION PtPING INSTALLED UNDER PAVING -SEt SLEEVING NOTES -SIZE NOTED ,.;___...;!!!!..· . . . ·• . . . . . . . -'--FS-. FLOW SENSOR CABLE IN ·pvc SCHEDULE 40 CONDUIT -2· PVC SCHEDULE 40 PROVIDED ANO INSTALLED BY IRRIGATION CONTRACTOR, ___ ... INDICATES ON-SITE RECLAIMED WATER DISTRIBUTI.ON SYSTEM -SHOWN FOR INFORMATION ONLY -REFER TO NOLTE ASSOCIATES PARKWIOE SITE UTILITIES .CNIL DRAWINGS FOR ADDITIONAL INF'ORMATION. . . . ,,----,I-INDICATES CCU LETTER DESIGNATION . I . INDICATES FIELD SATELLITE / CCU CHANNEL NUMBER . •-• -•~->--INDICATES FIELD SATELLITE STATION NUMBER .. • · t ~ --INDICATES FLOW IN C,P;M. • INDICATES VALVE SIZE . 1-----+-tNDICATES CCU LETTER DESIGNATION. . · ;..)..-+:::::;:;tlNOICATES FIELD SATELLITE / CCU CHANNEL NUMBER. •-• -• ,.: INDICATES FIE.LO SATELLITE STATION NUMBER. · · • I •--INOlCATES MASTER VALVE (MCV) •. INDICATES MASTER VALVE SIZE. . .........---1--INDICATES CCU LETTER DESIGNATION •. . l ' INDICATES DECODER CHANNEL NUMBER. . . . •-•:_•,-INDICATES DEVICE TYPE, FLOW SENSOR (FS) OR RAIN BUCKET (RB). . r.:l .. 111/DICATES PRESSURE REDUCING VAJ.,VE AND/OR PRESSURE REDUCING/BASKET STRAINER ASSEMBLY SIZE !....!....., INDICATES PRESSURE SETTING FOR PRESSURE REDUCING VALVE RECLAIMED WATER METER AND BACKFLOW PREVENTER -REFER TO NOLTE ASSOCIATES JOINT UTILITY PIPING PLAN FOR ADDITIONAL INFORMATION. NOTE: USE ONLY RECLAIMED WATER VALVE BOXES AND LIDS CRITICAL ANALYSIS: FLOW AVAILABLE FLOW AVAILABLE Point of Connection Size: 3" Point of Connection Size: 4" Flow Available: 100.00gpm Flow Available: 170.00gpm PRESSURE AVAILABLE PRESSURE AVAILABLE • Static Pressure at POC: 80.00 psi Static Pressure at POC: 80.00 psi Pressure Available: 80.00 psi Pressure Available: 80.00 psi DESIGN ANALYSIS DESIGN ANALYSIS Maximum Multi.Station Flow: 60.00 Maximum Multi-Station Flow: 60.00 IRRIGATION NOTES: 1. THE IRRIGATION SYSTEM DESIGN IS BASED ON AN AVAILABLE WATER PRESSURE OF 95 PSI AT CITY SERVICE. CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION AND REPORT ANY DIFFERENCES TO THE RESIDENT ENGINEER. 2. THE IRRIGATION SYSTEM IS SHOVIIN DIAGRAMMATIC ALLY FOR CLARITY. LOCATE ALL PIPING, VALVES, BACKFLOW PREVENTERS, AND OTHER IRRIGATION EQUIPMENT WITHIN PLANTING AREAS UNLESS NOTED OR DIRECTED OTHERWISE. LOCATE ALL VALVES AND VALVE BOXES SIX INCHES FROM EDGE OF PAVING OR CURB. 3. EXISTING UTILITIES AND FIELD CONDITIONS: PRIOR TO EXCAVATION, LOCATE ALL CABLES, CONDUITS, AND UNDERGROUND UTILITIES.CONtRACTOR SHALL BE RESPONSIBLE FOR AN UNDERGROUND UTILITY SERVICE TO LOCATE AND MARK UTILITIES. CONTRACTOR WILL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH UNDERGROUND IMPROVEMENTS. NOTIFY THE OWNER IMMEDIATELY IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK. PROCEED IN SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITIONS ENCOUNTERED UNDERGROUND MAKE CHANGES ADVISABLE. 4. ALL PIPING AND WIRING UNDER ROADWAYS AND PAVING AND THROUGH WALLS SHALL BE SLEEVED. 5. USE FOUR WRAPS OF THREE-QUARTER INCH (3/4") TEFLON TAPE FOR ALL THREADED VALVE CONNECTIONS. 6. AUTOMATIC IRRIGATION CONTROLLER IS TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF FIELD WIRES TO APPROPRIATE TERMINAL STRIPS. 7. ADJUST ALL SPRINKLERS TO AVOID OVERSPRAY ONTO WALLS, WALKS, STREETS, UTILITY BOXES, BUILDINGS AND OTHER IMPROVEMENTS. 8. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNED ON THE PLANS. 9. CONTRACTOR SHALL INSTALL IN-LINE ANTI-DRAIN VALVES AS WARRANTED BY SITE CONDITIONS TO ALLEVIATE LOW HEAD DRAINAGE. 10. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS NECESSARY. 11 . THE CONTRACTOR SHALL KEEP AN UP-TO-DATE COMPLETE "AS-BUil T'' RECORD SET OF PRINTS WHICH SHALL BE UPDATED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DESIGN. LEGOLAND MAINTENANCE STAFF SHALL RECEIVE ON DIGITAL COPY AND ONE FULL SIZE PLOT OF FINAL AS-BUILT PLANS PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 12. INSTALL IRRIGATION HEADS IN TURF AREAS 2" FROM WALKS AND HARDSCAPE AREAS. 13. ALL CONTROL VALVES SHALL BE MANIFOLDED AND GROUPED IN ONE AREA SHOVIIN ON PLAN. VALVES SHALL BE SET AT RIGHT ANGLES TO EDGES. INSTALL VALVES BOXES 6" FROM EDGES OF HARDSCAPE AREAS. . 14. CONTRACTOR SHALL REMOVE AND DISCARD DAILY, ALL PIPING DISTURBED DURING TRENCHING OPERATION. 15. CONTRACTOR SHALL REVIEW IRRIGATION SPECIFICATIONS PRIOR TO BEGINNING WORK. REFER TO TECHNICAL SPECIFICATIONS AND CONSTRUCTION DETAILS FOR INSTALLATION PROCEDURES. 16. CONTRACTOR SHALL HEAT BRAND ALL PLASTIC VALVES BOXES WITH THE FOLLOWING LABELS. ALL LETTERS SHALL BE ONE INCH (1") HIGH. LETTERING ON VALVE BOX LIDS SHALL BE PLACED ON THE SAME LOCATION ON EACH VALVE BOX LID, AND ALL LABELING SHALL FACE THE SAME DIRECTION. QUICK COUPLER VALVE BOXES St-JALL BE LABELED "QCV' BALL VALVE BOXES "BV' 17. ALL BOLTS FOR LOCKING VALVE BOX LIDS SHALL BE STAINLESS STEEL. 18. CONTRACTOR SHALL CONTACT CITY OF CARLSBAD INSPECTOR PRIOR TO ANY TRENCHING OPERATIONS. 19. PROVIDE CONCRETE THRUST BLOCKS ON ALL MAINLINES 3" AND GREATER, PER DETAIL AND SPECIFICATIONS. THE CITY OF CARLSBAD INSPECTION DEPARTMENT SHALL BE NOTIFIED 48 HOURS (2 WORKING DAYS) PRIOR TO THE START OF CONSTRUCTION. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION SHALL BE SUBJECT TO REJECTION AND REMOVAL. 20. EXISTING IRRIGATION CONTROLLERS, FLOW SENSOR, MASTER VALVE, PHONE MODEM ALL SHALL BE TESTED FOR FUNCTIONALITY AT THE BEGINNING OF THE PROJECT AND VERIFIED BY THE RESIDENT ENGINEER. FUNCTIONALITY SHALL BE TESTED AGAIN AT THE END OF THE PROJECT AND PRIOR TO TURN OVER OF PROJECT. 21. THE NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGHLINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS-CONNECTION TEST PERFORMED BY CMDW AND DEH. FINAL CONNECTION TO THE EXISTING RECYCLED IRRIGATION MAINLINE IS TO BE PERFORMED ONLY AFTER APPROVALS FROM CMWD AND DEH. 22. ANY IRRIGATION SYSTEM WITHIN 24" OF HARDSCAPE THAT DOES NOT DRAIN INTO A LANDSCAPE BASIN SHALL BE INSTALLED A MIN. OF 24" FROM THE HARDSCAPE OR INSTALLED AS SUBSURFACE IRRIGATION FOR A MIN. OF 24" FROM THE EDGE OF HARDSCAPE. IRRIGATION RETROFIT DESIGN SUMMARY: L-2.1 IRRIGATION FUNCTIONALITY IS BASED UPON A MAXIMUM OPERATING PRESSURE OF 70 PSI WITH A MAXIMUM MULTI-STATION DEMAND OF 60 GPM AT EACH OF THE TWO POINTS OF CONNECTION. WATER COMPANY: CITY OF CARLSBAD PHONE NUMBER: 760-602-2420 APPROVED FOR /RR/GA TION AND PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. SCHMIDT DESIGN GROUP, I NC . BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENS ITIVITY 1111 Sixth Avenue, Suite 500, San Diego, CA 92101 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 Expiration Dote: 5/31 /17 "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT gpm gpm Flow Available at POC: 100.00gpm Flow Available at POC: 170.00gpm Residual Flow Available: 40.00 gpm Residual Flow Available: 110.00 gpm fSHml CITY O_F CARLSBAD l----,1-----+-----------------,1------+--+----+---t ~ .PLANNING DIVISI□N Critical Station: A-9-11 Critical Station: Design Pressure: 45.00 psi Design Pressure: Elevation Loss: 4.33 psi Elevation Loss: Friction loss: 5.72 psi Friction Loss: Fittings Loss: 0.57 psi Fittings Loss: Loss tllrough Valve: 3.51 psi Loss through Valve: Pressure Req. at Critical Station: 59.14 psi Pressure Req. at Critical Station: Loss for Fittings: 0.47 psi Loss for Fittings: Loss for Main Line: 4.74 psi Loss for Main Line: Loss for POC to Valve Elevation: O.OOpsi Loss for POC to Valve Elevation: Critical Station Pressure at POC: 52.23 psi Critical Station Pressure at POC: Pressure Available: 80.QQ QSi Pressure Available: Residual Pressure Available: 15.65 psi Residual Pressure Available: I, A-7-21 45.00 psi 0.00 psi 4.14 psi 0.41 psi 2.90 psi 52.45 psi 0.20 psi 1.99 psi 0.00 psi 54.64psi 80.00 psi 25.36 psi PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: LEGOLAND EMPLOYEE PARKING EXPANSION STRUCTURE LANDSCAPE IRRIGATION LEGEND 1-----+----+--------------t----+----+--t----1 1-AP_P_R_oVE_D= __ l_id-=__.~Cf_,_· ~t-:1~·~,\,"'""=~--- .PLANNING DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DWN BY: /j' I II K DA TE INITIAL DA TE INITIAL CHKD BY: JJ OTHER APPROVAL aTY APPROVAL RVWD BY: JT PROJECT NO. SOP 96-14(1) DRAWING NO. 495-BL REPAIR IRRIGATION ---...._____ EQUIPMENT WHERE DISTURBED BY NEW TRENCH, TYPICAL. 'DO NO DRINK' RW SIGN, _..c:~.--1lc--- l l - IN STALL IN PLANTER -------....,-5'~--------. I INTERCEPT EXI STING 4" MAINLINE AND WIRES. EXTEND NEW MAINLINE AND WIRES TO NEW EQUIPMENT SHOWN. AVAIL. 170GPM@ 80 PSI ,--.. ~ REPAIR IRRIGATION EQUIPMENT ' V WHERE DISTURBED BY NEW TRENCH. ---ti!--1--( -1 _ ----- THE IRRIGATION MAINLINE AND WIRES ARE LOCATED 12" BEHIND BACK OF CURB. ------- I I LIMIT OF WORK ----------- :x: ----•f-,----► ◄ AIR · FS -~ ►◄ --------- EXISTING MASTER VALVE, ---~ BASKET STRAINER, FLOW ---, SENSOR AND AIR RELIEF VALVE. I I COMBINE LATERAL S IN SLEEVES WHERE POSS IBLE, TYP. FIRE SERVICE LIN E AND BACKFLOW PER CIVIL PLANS. --------------93'-0" -----------,1' --------EXISTING SLEEVE \ FOR CONTROL WIRE, TYP. - -------,, EXISTING SLEEVE FOR CONTROL WIRE, TYP. --------r----IO-------<Q>--'()l-+-------i()'~-'Ql---1~-JQ-------U----Q---O=~~~~--ir,~:l.g .. . -----------r EXI STING SLEE~:_/ -- FOR IRRIGATION_/ PIPING, TYP. -2~''= = = = r "'-'l.l~h! ~~~=~-~--E-----~:_----'-1~ riJ ' ~~~PE~:E~~~~~~\ !£].,__---"t-,~I ~ "~i~ftJ I ---.----, = POTABLE SERVICE LINE I AND BACKFLOW EQUIPMENT TO STRUCTURE PER CIVIL PLANS. EXI STING FIRE __ ___, HYDRANT 1 L.. I I 11 I I I I 11 I I REPAIR IRRIGATION ---------: I' EQUIPMENT WHERE DISTURBED BY NEW LIGHTING, TYPICAL. -------3" -------------- I I I 4 I I 11 ~I ~I ~II :1 11 I I .. LOCATED NEXT \ TO THE CURB AND 8 FT. FROM ,-----":...i,. THE SIDEWALK. A-?-Z3 1" 7.23 PROVIDE DRIP IRRI GATION IN PLANTER, TYP. PROVIDE___/ DRIP IRRIGATION IN PLANTER I I I I I I I I I I I I I --- F = DRIP LATERAL SHOWN FOR CLARITY ONLY; INSTALL IN PLANTER TYPICAL. □ _O...: D ---□-- D -------==-□ ---------- D D D l\~A t -SLEEVE, □ TYPICAL. INSTALL DRIP IRRIGATION TO CORNER OF STRUCTURE □ ----- - ---------- --- 1" = = A-7-22 A-7-21 A-7-20 1" 17.3 1" 20.0 1" 14.0 - Of----- D -□ I' -----I\ ----------\__....---------- I D -----~ \ ✓-o C ~ ~ D □-- -0 --- = = □ ____ r ___ _ ~ - ---------- 1· D ----□---- 1· □---- -===~□===- ~¼" ,..-~ ,(f-5' 1,,r I ~r-l~ 1" • • • I REPAIR IRRIGATION EQUIPMENT WHERE DISTURBED BY NEW LIGHTING, TYPICAL. f • 1" SLEEVE, TYPICAL. I :.:: Cl:'. 0 s u,_ 0 I- ~ ...J I I 'DO NO DRINK' RW SIGN, INSTALL IN PLANTER END OF ~RAINAGE TO I LANDSCAPE . BEGIN I 24" OFFSET FOR I IRRIGATION HEADS I I I I I I I lw I~ Ii a:: I c.. I I I I I I I ~ -ct: Q (!) < -Cl) Cl) 0 ct: (.) LU ~ WATER BUDGET IRRIGATION REQUIREMENT IN HUNDRED CUBIC FEET (HCF), 748 GALLONS PER HCF MAWA: Maximum Applied Water Allowance: ETo=Reference EvapoTanspiration (yearly total) 0.45=ET Adjustment Factor (ETAF) LA=Landscaped Area (s.f.) 0.62=Conversion factor (gallons per sf) SLA=Special Landscape Area 1-ETAF= The additional ET adjustment factor for a special landscape area HCF=Hundred Cubic Feet = 748 gallons MAWA = (ETo)(0.62) [(0.45 x LA)+(1 -ETAF)SLA)] MAWA = (44.00)(0.62) x [(0.45 x 20,149 s.f.) +(0.55 X 20,149 S.f.)] = (27.28) X (20,149) MAWA = 549,664.72 gallons or 734.85 HCF ETWU (Estimated Total Water Use): ETo=Reference EvapoTanspiration (yearly total) 0.62=CONVERSION FACTOR (GALLON S PER SF) PF=Plant Factor from WUCOLS Ill HA=Hydrozone Area IE=lrrigation Efficiency SLA=Special landscaped area in square feet ETAF=ET Adju stment Factor = (PF/ !E) HCL=748 Gal ETWU = ((ETo) x (0 .62)) x [(ETAF) x HA] ZONE 1: ETWU ZONE 1 = (44.00) x (0.62) x [(0.50 I 0.70) x 4,853 s.f] = (44.00) X (0.62) X (0.7142 X 4,853) TOTAL ZONE 1 = 94,552.82 gallons or 123.1 2 HCF ZONE 2: ETWU ZONE 2 = (44.00) x (0.62) x [(0.50 / 0.70) x 15,296 s.f] = (44.00) X (.62) (0.7142 X 15,296) TOTAL ZONE 2 = 298,017.72 gallons or 388.04 HCF TOT AL ALL ZONES = 392,570.54 gallons or511.16HCF IRRIGATION RUNTIME ANALYS IS: STATION TYPE GPM Station SHRUB ROTARY 15.68 A-4-20 TREE BUBBLER 14.00 A-7-20 SHRUB ROTARY 19.96 A-7-21 SHRUB ROTARY 17.27 A-7-22 DRIP IRRI GATION 7.23 A-7-23 SHRUB ROTARY 41.10 A-9-11 SHRUB ROTARY 29.56 A-9-12 SHRUB ROTARY 23.92 A-9-13 TREE BUBBLER 16.00 A -9-14 20.52 AVG.GAIi! TOTAL MINUTES PER DAY = TOTAL HOURS PER DAY = Run Time 21 10 21 21 6 21 21 21 10 151.2 minutes 2.52 hrs C Cl <( w en. ·., 00 <I) > = ...J N a:: -"" <( u: ' -0 0 z F IJ.! <( Ct'.'. I~ b L -2.2 1 ' AS BUILT THE INFORMATION ON THESE PLANS IS A RECORD OF FIELD CHANGES AND IS BASED ON THE DATA FURNJSHED BY THE CONTRACTOR. FINAL IMPROVEMENTS HAVE BEEN INSPECTED SY THE CITY/STATE OFFICIALS, ANO SCHMIOT DESIGN GROUP. JNC. ACTS ONLY TO RECORD TI--lE FIELD INF RW.TION PROVIDED. 12/05117 Sl NED DATED PRIME CONSUL TANT SCHMIDT DESIGN GROUP, INC APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. BUil T" ----12/05/17 21 DATE SCHMIDT DESIGN GROUP, INC. BALANCI NG Al<:TISTIC EXPl<:ESSION IN O(SICN W I TH ENVIRONMENTA L SENS ITIVIT'Y' mi Sixth Avenue, Suite 500, San Diego, CA 92101 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com REVIEWED (BY: '~~<=r~~ INSPECTO DATE Lie. CA 2138, NV 219, AZ 34139 CARLSBAD MUNICIPAL WATER DISTRICT Expiration Dote: 5/31/17 CITY OF CARLSBAD r----------------------------------------t----t------t------------------t---t------t----t-------i PLANNING DIVISION ~ L___J2J -----J A-9-14 INTERCEPT 3" MAINLINE AND WIRES. EXTEND NEW MAINLINE AND WIRES TO NEW EQUIPMENT. AVAIL. 100GPM@ 80 PSI 1" 16.0 \_ LIMIT OF WORK THE IRRIGATION MAINLINE AND WIRES ARE LOCATED 1 2" BEHIND BACK OF CURB. A-9-13 1" 23.9 A-9-12 1½" 29.6 INSTALL SPRAY HEADS 24" OFFSET FROM BACK OF CURB, TYPICAL A-9-11 1½" 41.1 DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: LEGOLAND EMPLOYEE PARKI NG EXP ANSI ON STRUCTURE LANDSCAPE IRRIGATION PLAN APPROVED: PLANNING D WN BY: "'-'<..u.!...o..s.. CHKD BY: ~J"'J~ RVWD BY: JT PROJECT NO. SOP 96-14 I DRAWING NO 495-8L ' l I i I J<I, ___ 18" ___ __,,,, 1 1 i',, ~ l i',, .,. 4"x4" PT POST FINISH GRADE -' . <J .. 1 O" DIA. CONCRETE~ ' "' " -. <J . • NOTES: A. SIGNS SHALL BE MANUFACTURED OF ALUMINUM SHEET, THICKNESS .080" OR 18GA. B. THE SIGN SHALL INCORPORATE A PURPLE BACKGROUND WITH WHITE LETTERS AND SYMBOLS. C. SIGNS SHALL BE MOUNTED ON 4"x4" NOM. PRESSURE TREATED WOOD POST SET INTO CONCRETE. ATTACH SIGN TO POST USING 1/4" x 2 1/2" ANODIZED VANDAL PROOF HARDWARE WITH WASHERS (2 EACH) D. ALL RECYCLED WATER SIGNAGE SHALL COMPLY WITH WATER AGENCIES STANDARDS. E. SIGN CONTENT TO MATCH TYPICAL SIGNAGE DETAILED ON SHEET L-2.0 12" NOTE: ALL MANIFOLD PIPING TO BE PURPLE PVC AND ALL VALVES SHALL HAVE PURPLE TOP FOR RECYCLED WATER 1'-6" 1'-6" 1'-6" SIDEWALK LEGEND: CD PRESSURE SUPPLY LINE (SEE PLAN FOR SIZE) @ BALL VALVES (SEE IRRIGATION LEGEND) @ QUICK COUPLER (SEE IRRIGATION LEGEND) © HEAT BRAND ALL VALVES @ ELECTRIC CONTROL VALVE @ MANIFOLD PIPE-SAME SIZE AS PRESSURE SUPPLY LINE LOCATED UNDERNEATH VALVE BOXES 1'-6" NOTES: A. EACH MANIFOLD SHALL HAVE A MAXIMUM OF 15' SEPARATION. ALL MANIFOLDS ARE TO BE INSTALLED IN PLANTER AREAS WHENEVER POSSIBLE. B. ALL VALVE BOXES SHALL BE CARSON MODEL (1419 FOR RECTANGULAR BOX) WITH PURPLE LOCKING COVERS FOR RECLAIMED WATER. C. ALL VALVES SHALL BE LABELED WITH 'DO NOT DRINK' TAG 12" '---(·15 NOTES: 1. ALL THREADED PIPE CONNECTIONS WILL BE SEALED WITH OVERLAPPING WRAPS OF TEFLON TAPE AS REQUIRED TO PREVENT LEAKAGE. 2. WIRE CONNECTORS WILL BE K.B."ONE-STEP" PRE-FILLED TAN) OR EQUAL. 3. DIRECT BURIAL COMMON AND CONTROL WIRES WILL BE COILED TO PROVIDE 12" EXPANSION COILS INSIDE VALVE BOX. 4. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN LEGEND: CD PURPLE PVC LATERAL LINE PER PLAN @ PVC MALE ADAPTER @ SCH. 80 PVC UNION, 0-RING TYPE LASCO OR EQUAL SCH.SO PVC NIPPLE WATERPROOF WIRE CONNECTORS PER NOTES REMOTE CONTROL ELECTRIC VALVE PER LEGEND WITH PURPLE TOP Cz) PURPLE 12" RECTANGULAR PLASTIC VALVE BOX (CARSON) WITH LOCKING LID, CONTROLLER AND VALVE NUMBER HEAT BRANDED INTO TOP @ FINISH GRADE· ALLOW 2" FOR MULCH IN SHRUB BEDS SET FLUSH IN TURF SCH.BO PVC NIPPLE SCH.BO FEMALE ADAPTER (TXS) PURPLE 'pvc PIPE SCH.40 PVC ELL (SXS) SCH.40 PVC TEE MAINLINE PRESSURIZED PVC MAINLINE (SXSXS) PER LEGEND VALVE BOX. (WRAP AROUND 112" PIPE 15 TIMES-REMOVE PIPE) @) 24 VOLT DIRECT BURIAL WIRES FROM CONTROLLER PER LEGEND. 5. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. @) 1 CUBIC FOOT PEA GRAVEL MIN. 6. ALL RECYCLED WATER VALVES SHALL HAVE.SIGNAGE ATTACHED TO VALVE STATING "DO NOT DRINK," PER WATER @ DISTRICT AND HEATH DEPARTMENT REQUIREMENTS. @ SUPPORTING VALVE BOX UNMORTARED BRICK F_OUNDATION ' CHRISTY'S RECYCLED WATER ID TAG ATTACHED TO VALVE 18" 2 LEGEND: 10 0) THREADED PVC SCH 80 NIPPLES (NO CLOSE NIPPLES TYP.) 2 PURPLE PRESSURIZED PVC MAINLINE PER PLAN 3 PVC FEMALE SXT ADAPTER 4 PVC SCH 80 UNION 5 VALVE WITH PURPLE TOP/HANDLE (SEE MANUFACTURER) AS SPECIFIED ON PLANS POSITION VALVE IN BOX SO THAT HANDLE IS FREE TO OPERATE. © 10" ROUND PURPLE PLASTIC VALVE BOX FOR 2" VALVE AND SMALLER RECTANGULAR PURPLE PLASTIC VALVE BOX FOR 21/2" VALVE AND LARGER (PER SPECIFICATIONS) INSTALL 2" ABOVE FINISHED GRADE IN.SHRUB BED; 1/2" ABOVE IN LAWN AREAS 0 FINISHED GRADE 8 PURPLE PVC SCH 40 45DEG. FITTING 9 PEA GRAVEL 1/2" DIAMETER (APPROX. 1 CU. FT.) 10 UNMORTARED BRICK FOUNDATION 11 IDENTITY TAG-RECYCLED WATER NOTE: ALL RECYCLED WATER VALVE BOXES SHALL HAVE PURPLE LOCKING LIDS. ( 1 '; RECYCLED WATER "DO NOT DRINK'' SIGN 1~2-•; MANIFOLD CONFIGURATION FOR RECYCLED WATER , 13 REMOTE CONTROL VALVE FOR RECYCLED WATER BALL/GATE VALVE FOR RECYCLED WATER '-, NO SCALE 11 ---------{ 9 TRENCHING UNDER PLANTING AREAS io I ~j------46 T ~~~~-----{12 10 TRENCHING UNDER PAVEMENT , ~ NO SCALE 4 NOTES: LEGEND: 0) 10" CARSON #910 PURPLE COLOR PLASTIC VALVE BOX WI LOCKING COVER HEAT BRAND Q.C. INTO TOP. 0 PURPLE QUICK COUPLER VALVE, WITH ACME THREADS, PER PLANS lo\ FINISH GRADE. ALLOW 2" DEPTH '-V FOR TOP MULCH @ EDGE OF WALK/FACE OF CURB, FENCE OR MOW BAND ® RECYCLED WATER TAG 6 GROUND COVER 7 ONE CUBIC FOOT PEA GRAVEL 8 BRASS NIPPLE 9 BRASS ELL SCH.40 PURPLE P.V.C. MAINLINE Q BRASS STREET ELLS (2) REQUIRED \!.!I PER QUICK COUPLER. NO MAR.LEX @ SCH.40 P.V.C. TEE @ COMMON BRICK 1. QUICK COUPLERS SHALL BE OF THE LOCKING TYPE, PURPLE LOCKING CAP. 2. ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED. 3. QUICK COUPLER & VALVE BO)( SHALL MEET RECYCLED WATER REQUIREMENTS 4. ALL SCH.80 P.V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. 5. QUICK COUPLER SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. r ' 15 QUICK COUPLER FOR RECYCLED WATER NO SCALE ' , - 1 J--J NO SCALE 12" A ,( 5 6 = :: :: : . -:-, -,!<',IL ,m m m~=l' -.,:~~--~--,~N* /J""'-,µ..:.""ll Ii' I 11 Ii' I 11 I I~ 111: 111 i' 1111 I I I I Ii' 11 1 I 11 11 111 -111= -111- ll11i'"1 1111'111 1111 i' 111= 111 I ' '-:ill= I 1- 7 9 10 LEGEND: CD WALK OR CURB @ BUILDING .WALL (WHERE APPLICABLE) @ FINISH GRADE IN TURF AREAS @ POP-UP ROTOR HEAD AND NOZZLE @ MULCH LAYER IN PLANTING AREAS @ FINISH GRADE IN PLANTING AREAS (j) RAINBIRD SA-125050 SWING JOINT ASSEMBLY @ NOT USED @ PURPLE PVC LATERAL (PER PLAN) @ PVC TEE 9R ELL (SXSXT) @ PURPLE CAP FOR RECYCLED WATER NOTES: 1. ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED. 2. ALL SCH.BO P.V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. OR RECOMMENDED BY MANUFACTURER ® 3" SPRAY DISTANCE 6" ROTOR DISTANCE POP-UP ROTOR/SPRAY HEAD FOR RECYCLED WATER NO SCALE NO SCALE 1"' 12" 3 ~ 1-1 -. r 111 Ii' 111 Ii' I 11 11111 Ii' 111 Ii' 111 2 1111i'111 1111i 11~ 1 111 Ii' 11 ''-:ill 8 ",,__J.10 ~ ··(d 6 -----= 11 ill ... m 7 z ':ii ' N -10 LEGEND: CD WALK OR CURB @ BUILDING WALL (WHERE APPLICABLE) @ FINISH GRADE IN TURF AREAS © BUBBLER PER IRRIGATION LEGEND @ MULCH LAYER IN PLANTING AREAS @ FINISH GRADE IN PLANTING AREAS (j) SCH.BO P.V.C. NIPPLE. SIZE PER HEAD INLET @ RAINBIRD SA-125050 SWING JOINT ASSEMBLY ® PURPLE PVC LATERAL (PER PLAN) @ PVC TEE OR ELL (SXSXT) @ SCH. 40 PURPLE PVC FEM. COUPLER NOTES: 1. ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED. 2. ALL SCH.BO P.V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. OR RECOMMENDED BY MANUFACTURER @ 3" HEAD DISTANCE FROM WALK 6" HEAD DISTANCE FROM SHRUB , ? ~; BUBBLER ON FIXED RISER FOR RECYCLED WATER -. , NO SCALE L-2.3 LEGEND: NOTES: APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. CD ® © 0 0 0 0 © ® PVC MAINLINE TYP. PVC LATERAL LINE TYP. L.V. WIRING (TYP) IN-LINE DRIP TUBING TYP. FINISH GRADE BACKFILL MATERIAL PER SPECIFICATIONS A.C. OR CONCRETE PAVING BASE MATERIAL INITIAL SAND BACKFILL REQUIRED IN TRENCHES UNDER PAVEMENT (TYP. ALL SITUATIONS). LAY PIPE ON 2" SAND BED. SAND TO EXTEND 6" ABOVE PIPE. L.V. WIRING IN CONDUIT TYP. IRRIGATION SLEEVES: 2 TIMES DIAMETER OF IRRIGATION LINES ' 2 LAYERS OF WARNING TAPE CONTINUOUS ALONG THE MAINLINE • CHRISTY OR EQUAL. LOCATE FIRST TAPE LAYER IMMEDIATELY ON TOP OF MAINLINE. LOCATE SECOND TAPE LAYER 12" ABOVE THE FIRST LA YER 1. ALL PIPE AND CONTROL WIRE UNDER PAVEMENT SHALL BE INSTALLED IN A P.V.C. SLEEVE. 2. BACKFILL MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90% MIN. PIPE AND SLEEVE STANDARDS: MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS: a. PRESSURE LINES: • LESS THAN 3" IN DIA. = 18" COVER • 3" TO 5.5" IN DIA. = 24" COVER . • 6" OR GREATER IN DIA.= 36" COVER b. LATERAL LI NES: 12" COVER SLEEVES UNDER ROADS: • 6" OR LESS IN DIA. = 36" COVER • GREATER THAN 6" IN DIA. = 48" COVER • USE SCH 80 PVC SLEEVES UNDER PAVING (NON-ROADS): • LESS THAN 3" IN DIA. = 18" COVER • 3" TO 5.5" IN DIA. = 24" COVER • 6" OR GREATER IN DIA. = 36" COVER • USE SCH 40 PVC MAINLINES 3" AND LARGER SHALL BE INSTALLED WITH THRUST BLOCKS OF A MIN. 1 CUBIC FOOT OF CONCRETE AT A MIN. 2,000 PSI AT ELBOWS AND AT POINTS OF CHANGE IN DIRECTION. 45 DEG. ELBOW PLAN VIEW POURED IN-PLACE CONCRETE, 120 LBS. MINIMUM, TYPICAL. TEE I 11111 11' ·1u11 i' 11r UTILITY Box. -=111. END OF LINE ELEVATION VIEW "I ~111™1- -111 90 DEG. ELBOW CAPPED LINE NOTE: THRUST BLOCKS REQUIRED ON ALL MAINLINES 3" AND LARGER. •• .¼ • SCHMIDT DESIGN GROUP, INC . BALANC I NG ARTISTIC EXl>RESSION IN DESIGN WITH EN V IRONMENTAL SENSITIVITY 1111 Sixth Avenue.Suite 500, San Diego, CA 92101 telephone {619} 2.36-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT Expiration Dote: 5/31/17 CTI:] CITY OF CARLSBAD w r--r---,------~---.----1--..:a::t~-=,=1 1 2 PLANNING DIVISION ~=::;;.:::;::=:::::::::;:::::::::============-=====; PRIVATE (0NSITE) RECYCLED WATER SYSTEM FOR: LEGOLAND EMPLOYEE PARKING EXPANSION STRUCTURE APPROVED: PLANNING LANDSCAPE IRRIGATION DETAILS /1, Vt• 1.tc, DATE ®,__TR...,.E_N_C_H_IN_G_D_ET_A_IL ________________________ _ NO SCALE ® THRUST BLOCKING 9--------NO SCALE DA TE INITIAL ENGINEER OF WORK REVISION DESCR IPTION DA TE INITIAL OTHER APPROVAL DA TE INITIAL CITY APPROVAL DWN BY: ,,..,.......,,,, CHKD BY: ~JsaJ~ RVWD BY: JT PROJECT NO. DRAWING NO. SOP 96-14 I 495-BL . ' ' I I \ I NOTE: TREET SURFACE 3.5' POTABLE SERVICE LINE z :E 12" MINIMUM REQUIRED i.. VERTICAL SEPARATION ~ i------><ECYCLED WATER IRRIGATION MAINLINE IN SLEEVE ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN THE "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS WATER DISTRICT'S RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS" OCTOBER 1993. 7 8 1 1 SECTION LEGEND: G) FINISH GRADE @ ® VALVE BOX WITH COVER AS @ SPECIFIED IN THE IRRIGATION NOTES @ WATERPROOF CONNECTION, @ TYPICAL © VALVE IDTAG ® 30-INCH LINEAR LENGTH OF WIRE, COILED ® PRESSURE REGULATING FILTER PER MANUFACTURER'S RECOMMENDATIONS (J) PVC SCH 40 FEMALE ADAPTOR ® LATERAL PIPE ® REMOTE CONTROL VALVE PER IRRIGATION LEGEND @ PVC SCH 40 ELL @ PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) @ PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL) NOTE: 1. FOR RECYCLE WATER SYSTEM PROVIDE 'PURPLE' PVC, VALVE BOX AND TAG. ' PVC SCH 40 TEE OR ELL PVC MAINLINE 3-INCH MINIMUM DEPTH OF 3/4-INCH ' WASHEr GRAVEL 1 9 6 PLAN 2 0 POTABLE SERVICE LINE CROSSING NO SCALE 02 ,_N_O_T_US_E_D ____________ _ NO SCALE 31------------------0 TYPICAL DRIP CONTROL VALVE KIT NO SCALE PVC MAINLINE. ----1 DRIP VALVE/ FILTER/ REGULATOR.--"- TYPICAL OFFSET 2" FROM HARDSCAPE,4"FROM PLANTED AREA. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED TYPICAL LATERAL PIPE FROM VALVE ASSEMBLY, SIZE PER PLANS. AREA. ,----PVC HEADER. ------trl-" TYPICAL START CONNECTION SXSXT TEE W/ TECHLINE MALE ADAPTER. ...----11,,-DRIP LINE SPACING AS 11!-----tlt~----iit---_,,c........,-tl NOTED. 11--------ttt-TYPICAL DRIP LINE TUBING LATERALS WITH EMITTER SPACING AS NOTED. TIE DOWN STAKE AT ALL TEES, ELLS, AND AT 5' O.C. AT CLAY, 4' 0.C. AT LOAM, OR 3' O.C. AT SAND. ~....,... AUTOMATIC LINE FLUSHING--,,,_., VALVE PLUMBED TO PVC OR POLY LINE, AS NOTED. END FEED EXAMPLE CENTER FEED EXAMPLE ( 4 \ TYPICAL DRIP LINE REQUIREMENTS '-I NO SCALE FINISHED GRADE. 2 o, 0 0 000 0 o o,,.,,_,.._, o LEGEND: CD AIR RELIEF VALVE AS SPECIFIED PER IRRIGATION LEGEND. 6" ROUND PURPLE PLASTIC VALVE BOX PER SPECIFICATIONS. 1" FPTXMPT ELL. 3/4"X1" MPT ADAPTER ,------.3 ,-----;4 6 PVC LATERAL, SIZE AND TYPE PER IRRIGATION LEGEND. 3" THICK LAYER OF WASHED GRAVEL. THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO BOX. , S -RECYCLED WATER DRIP AIR RELIEF VALVE IN BOX " NO SCALE - DRIP LINE MAXIMUM LENGTH OF SINGLE LATERAL (FEET) DRIPPER SPACING 12" DRIPPER FLOW RATE (GPH) 0.60 w a: 20 256 ::, CJ) ~5 287 CJ) w a: 35 333 0. ::::-ti:i CJ) -' 45 370 ~~ DRIP LINE FLOW PER 100 FEET DRIPPER 0.53 GPH DRIPPER SPACING GPH GPM 12" 0.60 0.01 r= WATER SOURCE: DRIP VALVE OR LATERAL FROM VALVE. TYPICAL SUPPLY HEADER. TYPICAL DRIP LINE TUBING TO BE BURIED 4" BELOW FINISH GRADE. TYPICAL PVC OR POLY SUPPLY OR EXHAUST HEADER TO BE . BUR.RIED MIN 12" BELOW GRADE. I I I I l!::::'=a,<!:_ ::!'::I m- l I I!::~='= ISLAND IRREGULAR LAYOUT AREAS: TRIANGULAR TOP OF SLOPE. PVC SUPPLY HEADER. 54"MAX. ELEVATION ,, . ..,,,-- CHANGE l REMOTE CONTROL VALVE ASSEMBLY. SLOPE FEED LAYOUT TOTAL THE COMBINED LENGTH OF THESE LATERALS AND COMPARE IT AGAINST THE MAXIMUM LENGTH OF SINGLE LATERAL TABLE. ( AUTOMATIC LINE FLUSHING VALVE. DRIP LINE LATERAL TUBING. LATERALS PARALLEL TO THE CONTOURS OF THE SLOPE. PVC EXHAUST HEADER. TOE OF / SLOPE. 54" I TOP½DF SLOPE: CONVENTIONAL SPACING. ONE VALVE PER 54" OF ELEVATION CHANGE BOTTOM½ OF SLOPE: CONVENTIONAL SPACING PLUS25% SUPPLY HEADER. CHECK LONGEST LATERAL AGAINST MAXIMUM LENGTH OF SINGLE LATERAL TABLE. L NOTE: 1. IF USED ON RECYCLED WATER SYSTEM, PROVIDE 'PURPLE' COMPONENTS SUCH AS LINE, VALVE BOX AND TAG ELEVATION (?\_ AUTOMATIC LINE FLUSING VALVE 'r PLUMBED TO PVC OR POLY. F EXHAUST F HEADER IRREGULAR AREAS: ODD CURVES BRANCHING OUT LATERALS JOINING LATERALS LEGEND: CD FINISH GRADE/ ADJ ® 10-INCH ROUND PURPLE PLANTING VALVE BOX. BRAND 'FLUSH' ® SCH 40 PURPLE PVC ON LID. ATTACH 'DO NOT DRINK' TAG ON VALVE LATERAL PIPE SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION lN DESIGN WITH ENVIRONMENTAL SENSITIVITY llll Sixth Avenue, Suite 500, San Diego, CA 92101 telephone {619} 2-36-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 Tlll.E L-2.4 APPROVED FOR /RR/GA TION AND PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA . .2• AS BUil T" DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT ® PVC BALL VALVE (FIP X FIP) (J) 3-INCH CRUSHED GRAVEL SUMP (1 CU. FT.) ,-----,----,--------------,---+-E:!ix!!:lrartla~n ~Da~l•:;::a5;:/3=1/=117 [sHml CITY OF CAR LS BAD l2_U PLANNING DIVISION © MIPT X BARB DRIP LINE ADAPTER ® BRICK (1 OF 2) ® 18" COIL OF LANDSCAPE DRIPLINE TUBING -' S \ RECYCLED WATER FLUSH VALVE ASSEMBLY ....,_,;• NO SCALE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: LEGOLAND EMPLOYEE PARKING EXPANSION STRUCTURE LANDSCAPE IRRIGATION DETAILS APPROVED: PLANNING OWN BY: DATE INITIAL DATE INITIAL CHKD BY: JJ OTHER APPROVAL CITY APPROVAL RVWD BY: JT PROJECT NO. SOP 96-14 I 11-LJ. f-., DATE DRAWING NO. 495-8L l