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Home My WebLink AboutR_6019_SJOHN WAYNE AIRPORT SRI STOL STREET CITY OF COSTA MESA PROJECT LOCATION ~~ ~S' 4p CITY OF IRVINE ~ UNl~RSIT< VICINITY MAP NOT TO SCALE EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NE\\f'ORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE MESA CONSOLI DA TED WATER DISTRICT IRVINE RANCH WATER DISTRICT ORANGE COUNTY WATER DISTRICT CONTACT: BEN SMITH DAY (BOD) 624-8153 (800) 611-1911 ~ BOO~ 332-1321 949 644-3011 714 962-2411 (714) 542-6222 (949) 631-1291 (949) 453-5456 (714} 378-3200 NIGHT (949} 644-3717 PROJECT AREA ...,., ~ I I ' -T I ~ I tu ~ I w 0: "' r o' I "' I " 0 "' 0: 0 I I I I ./ "' I I BRISTCl... ~REET SOUTH '- ' I tu □ w 0: r "' I 0 I ~ "' ~ 1 ORANGE COUNTY WATER DISTRICT CONTACT PERSON j CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG BEN SMITH (714 )378-3211 I ' ' -" - ' "' " 1 ~ tu w ~ "' "' ill I ~ I I I'--' - I J A 1 BRISTOL STREET LANDSCAPE IMPROVEMENTS C-4843 APPROVED: __________________ _ PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 APPROVED: __________________ _ .ri.. 1 SR. 73-CORONA DELMAR FREEWAY DEPUTY PUBLIC WORKS DIRECTOR/ CITY ENGINEER R.C.E. NO. 47961 PROJECT AREA I r~ , 1 I I I I ~ DATE: ------- DATE: ------- ·1/ \ ,., \ T -~ □ \ 11 = 0: w \ ill □ \ "' " <{ 7 ~ ~ r • ' I I w " • " z w ~ I ~ ~ w ~ " " 8: ~ "' . . ~ I, ~ r. i\ I I I I l ' ,l7~, ,,_ ) -~ BRISTOL STREET LOCATION MAP NOT TO SCALE TCLA, Inc. □ CORPORA.TE OFFICE: JOSEPHA. VARONINA.S.LA. CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFICE: 1360 REYNOLDS AVEr-1.JE #112, IRVINE, CALIFORNIA 92614 (PH) 941)...250-1615 (FX) 949-250-1801 APPROVAL RECOMMENDED: MARK HARMON RECORD DRAWINGS THESE RECORD DRAw'INGS HAVE BEEN PREPARED BASED □N INFORMATION SUBMITTED, IN PART, BY OTHERS, w'HILE THIS INFORMATION IS BELIEVED T□ BE RELIABLE, CITY □F NEw'P□RT BEACH IS N□T RESPONSIBLE F□R ITS ACCURACY, N□R F□R ERRORS □R □MISSIONS w'HICH MAY HAVE BEEN INCORPORATED INT□ THESE PLANS AS A RESULT, UNICIPAL OPERATIONS DEPARlMEN DATE: ------- CONSTRUCTION GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN llHIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE AClUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY FACILITY/UTILITIES AS NEED TO THE SATISFACTION OF llHE ENGINEER (e.g. WATER VALVES, sea, SURVEY MONUMENTS, PULL BOXES, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OllHERS. 6. ANY DISCREPANCIES ON THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE THE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 7. ANY WORK NOT INDICATED ON llHE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 8. UNLESS OllHERWISE NOTED, ALL UTILITIES SHALL BE PROTECTED IN PLACE. 9. TOTAL PLANTING AREA = APPROXIMATELY 72,B86 SQUARE FEET. 10. IRRIGATION WATER SYSTEM IS RECLAIMED FIROM O.C.W.D., SEE IRRIGATION PLANS. 11. NOTIFY O.C.W.D. AT LEAST TWO (2) WORKING DAYS IN ADVANCE OF WORK RELATING TO THE WATER METIER EXCAVATION AND HOT TAP FOR ON-SITE INSPECTION. PRESSURE llEST FOR TWO (2) HOURS AT 200 PSI. 12. EXISTING UNDERGROUND AND ABOVEGROUND FACILITIES: THE EXISTENCE AND LOCATION OF ANY UTILITY FACILITY {PIPES, CONDUITS, STRUClURES, ETC.) SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC AND ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF llHE CITr'S KNOWLEDGE. WHETHER SHOWN ON THE PLANS OR NOT, THE CONTRACTOR IS RESPONSIBLE TO TAKE DUE PRECAUTIONARY MEASURES TO VERIFY THE LOCATION AND DEPTH OF THE UTILITY FACILITIES, INCLUDING POT-HOLING, AND PROTECT llHE UTILITY FACILITIES IN PLACE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF CONSTRUCTION ACTIVl11ES NEAR UTILITY FACILITIES. SHEET INDEX 1 TITLE SHEET 2 LANDSCAPE CONSTRUCTION PLAN 3 LANDSCAPE CONSTIRUCTION PLAN 4 LANDSCAPE CONSTRUCTION PLAN 5 LANDSCAPE IRRIGATION NOTES AND LEGENDS 6 LANDSCAPE IRRIGATION PLAN 7 LANDSCAPE IRRIGATION PLAN 8 LANDSCAPE IRRIGATION PLAN 9 LANDSCAPE PLANTING LEGEND 10 LANDSCAPE PLANTING PLAN 11 LANDSCAPE PLANTING PLAN 12 LANDSCAPE PLANTING PLAN 13 LANDSCAPE CONSTRUCTION DETAILS 14 LANDSCAPE CONSTRUCTION DETAILS 15 LANDSCAPE CONSTRUCTION DETAILS PLANTING GENERAL NOTES 1 . ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. 2. CONTRACTOR SHALL MAKE HIMSELF FULLY AWARE OF SITE CONDITIONS PRIOR TO ISSUING HIS BID. LACK OF KNOWLEDGE OF EXISTING SITE CONDITIONS SHALL NOT BE A BASIS FOR ADDITIONAL COSTS DURING CONSTRUCTION. 3. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY DISCREPANCIES BE FOUND ON THESE PLANS. ANY WORK PERFORMED BY THE CONTRACTOR PRIOR TO RECEIVING A CLARIFICATION FROM THE ENGINEER MAY REQUIRE REMOVAL AND RE-CONSTRUCTION OR WORK PERFORMED BY THE CONTRACTOR AT THE CONTIRACTOR'S EXPENSE. 4. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THE PLANS. 5. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. ANY DAMAGE TO EXISTING SITE ELEMENTS OR UTILITIES SHALL BE IMMEDIATELY AND PROPERLY REPAIRED TO ITS FORMER STATE AT NO ADDITIONAL COST TO THE CITY. 6. THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVIE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF llHE ENGINEER. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION PRIOR TO BEGINNING WORK. 7. CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES DURING CONSTRUCTION THROUGH COMPLETION OF PICK-UP WORK. 8. CONTRACTOR SHALL REMOVE ALL EXCESS SOIL GENERATED BY HIS OPERATIONS FROM THE SITE, PER ALL APPLICABLE CODES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF DEBRIS FROM SITE, PER ALL APPLICABLE CODES, AS WAS CREATED FIROM HIS CONSTRUCTION AND/OR DEMOLITION OPERATIONS. 10. ALL PAVING INSTALLED AS A PART OF THIS WORK SHALL DRAIN AT A MINIMUM OF 1%. ALL PLANTER AREAS INSTALLED AS A PART OF THIS WORK SHALL DRAIN AT A MINIMUM OF 2% IN A UNIFORM SMOOTH SURFACE WITH OUT LOW SPOTS OR EROSION SCARS. WATER SHALL NOT BE ALLOWED TO GATHER AND DRAIN IN A CONCENTRATED MANNER SO AS TO CAUSE EROSION. C-4843 REVIEWED: IRIS LEE, RCE 65329 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: HK CHECKED: DA TE: HK HK 08 08 2012 BRISTOL STREET LANDSCAPE IMPROVEMENTS TITLE SHEET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6019-S SHEET 1 OF 15 -- ~ --0:: LU LU 0 > ::J s -z 0:: LU LL o> 0 Cl) <( Cl) ::J LU I-Cl. z ::l!: ~-<(~ ...J (.)_ I- LU LU I Cl) Cl) I 1- w >t----------11 0 CD <( LU LU Cl) 1-w LU ~ Cl) I u 0:: CD 811 RECLAIMED WATER MAINLINE EXISTING CONCRITE SIDEWALK, PROTECT IN PLACE CHAINLINK FENCE WATER FACIUlY ENCLOSURE, PROTECT IN PLACE EXISTING CHAINLINK FENCE LOCATION, PROTECT IN PLACE, lYPICAL J, EXISTING CONCRITE DRIVE DENOTES APPROXIMATE TOP OF SLOPE n ~ 80' ' r:-7 1<', I I 'vi I, 12' J EXISTING GUARDRAIL, ACCESS, PROTECT IN PLACE □ PROTECT IN PLACE EXISTING CONCRITE SIDEWALK, PROTECT IN PLACE SR 73 -CORONA DEL MAR FREEWAY RECLAIMED WATER MAINLINE f= PROTECT IN PLACE ALL UTILITIES UNLESS SPECIFICALLY NOTED TO REMOVE OR MODIFY. ADJUST TO GRADE (TYPICAi.) EXISTING CHAINUNK FENCE LOCATION, PROTECT IN PLACE, TYPICAL 98' ' • • •, • ,' • ' • .:,. ' • .. , ,, " • •• ' -., ' •,~ • ,'I • \' ,' • •, -. •••••••'"•',,'•I•,•,~•,.,•":,",:'•••~ . .-,.,,', EXISTING CONCRETE SIDEWALK, PROTECT IN PLACE ONLY 20 FEET. DEMOLISH AND REMOVE 98 L.F. CONCRETE SIDEWALK, BREAK AT NEAREST JOINT, (APPROX 467 SQ. FT.) I QUANTITIES ARE TRUE TO PLAN I DENOTES APPROXIMATE TOP OF SLOPE LIMITS OF WORK EXISTING CURB, PROTECT IN PLACE SR 73 -CORONA DEL MAR FREEWAY APPROXIMATE LOCATION OF FUTURE NEWPORT BEACH GATEWAY SIGNAGE AREA, BY OTHERS. LIMITS OF WORK EXISTING ACCESS GATE, PROTECT IN PLACE EXISTING CURB, PROTECT IN PLACE EXISTING ACCESS GATE, PROTECT IN PLACE BRISTOL STREET I I I BRISTOL STREET PROTECT IN PLACE ALIL UTILITIES UNLESS SPECIFICALLY NOTED TO REMOVE OR MODIFY. ADJUST TO GRADE (TYPICAL) RECLAIMED WATER MAINLINE RECLAIMED WATER MAINLINE EXISTING CHAINUNK FENCE LOCATION, PROTECT IN PLACE, lYPICAL I- LU LU I Cl) -~..-----------+,(/) EXISTING CONCRITE SIDEWALK, PROTECT IN PLACE 0 I- LU LU 0:: I- C/) I ~ CD SR 73-CORONA DEL MAR FREEWAY JAMBOREE ROAD EXIT A 5'X25'X8" CONCRITE APPROACH WAS ADDED TO ACCOMODATE OCWD MANHOLE. / DENOTES APPROXIMATE TOP OF SLOPE EXISTING CHAINLINK FENCE LOCATION, PROTECT IN PLACE, TYPICAL c Dc:::::ic EXISTING CURB, PROTECT IN PLACE 1------------w--- PROTECT IN PLACE ALL UTILITIES LU UNLESS SPECIFICALLY NOTED TO 0:: REMOVE OR MODIFY. ADJUST TO I-- GRADE (TYPICAi.) ~ I I-. ~ ...J LU CD LU LU Cl) LU z ...J I u ~ ~ I Cl) LU LU Cl) LU ---------------------------------------------------------------------------------------Cl) ~ ~~ PLAN NORTH NORTH 20· 10· o 20' 40' 60' -----SCALE: 1"aa2Q' TCLA, Inc. ~ID"'~:,,,.□ CORPORATE OFFICE: JOSEPHA. VARONINA.S.L.A. CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293. ■ ORANGE coumv OFFICE: 1360 REYOOLDS AVENUE#112, IRVINE, CALIFORNIA 92514 (PH) 949-250-1615 (FX) 949-2:50-1801 NO. DATE DESCRIPTION OF REVISIONS RECORD DRAWINGS Cl. >-u THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE REUAIBLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE CONSTRUCTION PLAN C-4843 DESIGNED: DRAWN: HK HK CITY OF NEWPORT BEACH R-6019-S CHECKED: DA TE: HK 06-14-2013 PUBLIC WORKS DEPARTMENT SHEEr 2 OF 15 EXISTING CURB, PROTECT IN PLACE EXISTING DEPRESSED CURB, PROTECT IN PLACE '~ EXISTING CONCRETE GUTTE~ "'--PROTECT IN PLACE RECLAIMED WATER MAINLINE CONTRACTOR SHALL REMOVE APPROXIMATELY 3.300 SQ. FT. OF EXISTING A.C. PAVING. REPLACE WITH 4" DEEP ,-CONCRETE PAVING WITH NATURAL GRAY COLOR AND W MEDIUM BROOM FINISH PERPENDICULAR TO FLOW OF W TRAFFIC. BRISTOL STREET EDGE OF PROPOSED CONCRETE TO BE ALIGNED WITH VAULT AS SHOWN. CONCRETE PAVING SHALL BE FLUSH WITH TOP OF ALL UTILITY VAULTS AND BOXES. CONTRACTOR SHALL REMOVE APPROXIMATELY 620 SQ. FT. OF EXISTING A.C. PAVING. REMOVE 30" DEEP LAYER OF SOIL FROM SITE. REPLACE WITH ON SITE SOIL FROM PLANTING EXCAVATIONS AND PREPARE PER SOILS REPORT RECOMMENDATIONS. JAMBOREE ROAD EXIT CONTRACTOR SHALL REMOVE APPROXIMATELY 3.300 SQ. FT. OF EXISTING A.C. PAVING. REPLACE WITH 4" DEEP CONCRETE PAVING WITH NATURAL GRAY COLOR AND MEDIUM BROOM FINISH PERPENDICULAR TO FLOW OF TRAFFIC. @ EXISTING STREET STRIPIING EXISTING CURB, PROTECT IN PLACE SR 73-CORONA DEL MAR FREEWAY EXISTING CHAINLINK FENCE LOCATION, PROTECT IN PLACE, r-w w ::c (/) (/) i!: - ~ ...J w Cil w w (/) © ~ @ i!:L_1-_=---------------+-------------------------+----------------------7,L_ __________ -::=~===::------r DENOTES APPROXIMATE TOP OF W> PROTECT IN PLACE ALL UTILITIES SLOPE TYPICAL Q UNLESS SPECIFICALLY NOTED TO ~ w EXISTING CURB & GUTTER, PROTECT IN PLACE 11 .",,,-J,•"•1 ",.,._ "f,_._,.,.u,,,. • ._,,,, •'•' ..,, ..i-,.-..: •'• ,l ., ,,. l"J','', .,•·, :,,·.,..,.,,,"J .. , • .,, "l\.•"•1•'•..,'li~ •1, ·,·,,; .••.•.••• ,,,, • •, ,, • , • ........ '~ .... , .................... •-:~•·1•.,•:f ... •' __ _.B_RISTOL STREET_ EXISTING ASPHALT MEDIAN 811 JAMBOREE ROAD EXIT REMOVE OR MODIFY. (TYPICAL) 0 LIMITS OF WORK EXISTING ACCESS GATE, PROTECT IN PLACE 0 v ICJI ~ -=-=-----:.. _____ ..:,__~--~.:::::===so=====~:..:::~==========================================t~ "C '""'" cca,, eaom:,-" ~ PLACE EXISTING CURB, PROTECT IN PLACE /------------W \_ ------------------------------ -~ EXISTING STREET STRIPIING z / ...J w ::J z w ~ w u ::J a::: a.. (/) RECLAIMED WATER MAINLINE ~~ PLAN NORTH NORTH 20' 10' 0 20' 40' 60' -----SCALE: 1"aa2Q' TCLA, Inc. ~ID"'~,,_□ CORPORATE OFFICE: JOSEPHA. VARONINA.S.L.A. CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293. ■ ORANGE coumv OFFICE: 1360 REYOOLDS AVENUE#112, IRVINE, CALIFORNIA 92514 (PH) 949-250-1615 (FX) 949-2:50-1801 NO. DATE DESCRIPTION OF REVISIONS RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO ::c (.) ~ ~ THESE PLANS AS A RESULT. C-4843 DESIGNED: DRAWN: HK HK CHECKED: DA TE: HK 06 14 2013 BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE CONSTRUCTION PLAN CITY OF NEWPORT BEACH R-6019-S PUBLIC WORKS DEPARTMENT SHEET 3 OF 15 C"? l- BOTH OUTER PILASTERS WERE MOVED 5' OUT AND 2' IN TO ACCOMMODATE FOR OCWD LINE AND PLACEMENT OF TREES. PROTECT IN PLACE ALL UTILITIES UNLESS SPECIFlCAU.Y NOTED TO REMOVE OR MODIFY. (TYPICAL) STONE VENEER PILASTERS, TYPICAL EXISTING CHAINLINK FENCE LOCATION, PROTECT IN PLACE, TYPICAL LIMITS OF WORK @ STONE VENEE~----1 ~l PILASTERS, TYPICAL ~@ 0 0 0 EXISTING CHAINLINK FENCE LOCATION, PROTECT IN PLACE, TYPICAL DENOTES APPROXIMATE TOP OF SLOPE BOTH OUTER PILASTERS WERE MOVED 5' OUT AND 2' IN TO ACCOMMODATE FOR OCWD LINE AND PLACEMENT OF TREES. 0 LIMITS OF WORK A 25'X30"X4" DEEP APPROACH WAS ADDED TO ACCOMODATE THE OCWD AIR RELIEF VALVE w w :r: ...J w OJ w w tl1 +====================T"========'k====l=====+=====!============r==========+=====!======l===lh==T'"==============-,,..---====================='-----....i.-~====================~;:1 :r: (f) w w (f) w z ...J :r: () ~ :a: I-w w :r: (f) (f) :r: I- w > 0 OJ <( w w (f) w z ...J :r: () I-<( :a: BRISTOL STREET 0 811 EXISTING CURB, PROTIECT IN PLACE 25' 20' 50' 50' 20' 25' EXISTING CURB, PROTECT IN PLACE EXISTING DEPRESSED CURB, PROTECT IN PLACE -~ ------- RECLAIMED WATER MAINLINE ~l 11-e <'-I BRISTOL STREET ~~ PLAN NORTH NORTH 20· 10· o 20' 40' 60' -----SCALE: 1"aa2Q' w ~ c.. s: w ~ OJ EXISTING CHAINLINK FENCE LOCATION, PROTECT IN PLACE, TYPICAL DENOTES APPROXIMATE TOP OF SLOPE DENOTES APPROXIMATE TOP OF SLOPE LI 0 CONTRACTOR SHALL REMOVE APPROXIMATIELY 1,910 SQ. FT. OF EXISTING A.C. PAVING. REPLACE WITH 4" DEEP STABILIZED DECOMPOSED GRANITE IN "CALIFORNIA GOLD' COLOR. W ~ CONTRACTOR SHALL REMOVE APPROXIMATIELY 252 SQ. FT. OF EXISTING A.C. PAVING. REMOVE 30" DEEP LAYER OF SOIL FROM SITE. REPLACE WITH EXCAVATIONS AND PREPARE PER SOILS REPORT RECOMMENDATIONS. 4' DO EXISTING CHAINUNK FENC LOCATION, PROTECT IN P CE, TYPICAL PROTIECT IN PLACE ALL UTI ITIES AND PAVING AS SHOWN. ADD 60 SQ. FT. DECOMP SED GRANITE PAVING AT GATIE LOCATION. LIMITS OF WORK □ 22·, B HATCHED SECTION OF D.G. W/>S REMOVED AND REPLACED WITH PLANTINGS st EXISTING CURB, PROTECT IN PLACE EXISTING APPROACH REMOVED NEW LOCATION OF APPROACH ~ EXISTING A.C. PAVING, PROTIECT IN PLACE EXISTING DRIVEWAY EXISTING DRIVEWAY INSTALL APPROXIMATELY 242 SQ. FT. OF 4" DEEP CONCRETE PAVING WITH NATURAL GRAY COLOR AND MEDIUM BRDOM FINISH PERPENDICULAR TO FLOW OF TRAFFIC. EXISTING CONCRETE EXISTING DEPRESSED CURB, PROTIECT IN PLACE SIDEWALK, PROTIECT IN PLACE EXISTING FULL-WIDTH STREET SIGNAGE RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTIED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. C-4843 TCLA, Inc. BRISTOL STREET LANDSCAPE IMPROVEMENTS ~ID"'~:,,,.□ CORPORATE OFFICE: JOSEPHA. VARONINA.S.L.A. CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293. ■ ORANGE coumv OFFICE: 1360 REYOOLDS AVENUE#112, IRVINE, CALIFORNIA 92514 (PH) 949-250-1615 (FX) 949-2:50-1801 NO. DATE DESCRIPTION OF REVISIONS LANDSCAPE CONSTRUCTION PLAN DESIGNED: DRAWN: HK HK CITY OF NEWPORT BEACH R-6019-S CHECKED: DA TE: HK 06-14-2013 PUBLIC WORKS DEPARTMENT SHEET 4 OF 15 SYMBOL PRODUCT MODEL DESCRIPTION DETAIL MAWA: MAXIMUM APPLIED WATER ALLOWANCE: POINT OF CONNECTION# 'A' IRRIGATION NOTES: [Ml CONTRACTOR TO INSTALL NEW 2" WATER METER );2 TOTAL). VERIFY LOCATION INSTALLATION. INSTALL PER WATER METER AND M IN LINE TAP DETAILS PRIOR TO 3&4 /SHT 15 MAWA = (ETo x 0.7 x LA x 0.62) + (ETD x 1.0 x SLA x 0.62) = Gallons per year for LA + SLA. 1 . ALL WORK SHALL CONFORM TO APPLICABLE CODES. [fil MYERS MEUG20X-M100 EXISTING ELECTRICAL METERS. REFER TO DETAIL FOR REFERENCE ONLY. 1 /SHT 13 where: MAWA = Maximum Applied Water Allowance (gallons per year) 2. REFER TO SPECIFICATIONS FOR SUBMITTALS, INSPECTIONS AND OTHER APPLICABLE & RAINMASTER EVOLUTION CONNECT ALL 'A' CONTROLLER WIRES TO EXISTING CYPRESS STREET TOP MOUNTED 8 /SHT 15 ETD = Reference Evapotranspiration (inches per year) INFORMATION. CONTROLLER ASSEMBLY. CONTACT SCOTT KYLE AT RAINMASTER (949) 212-8013. ETAF = Evapotranspiration Adjustment Factor LA = Landscaped Area (square feet) 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN & SLA = Special Landscaped Area (square feet) PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY RAIN MASTER EVOLUTION DX18-SPED / DX-FLOW / DX-RADIO-KIT / EV-ANT-FD 18 STATION TOP MOUNTED 2 /SHT 13 0.7 = ETAF for Landscaped Area AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. NEVER INSTALL IRRIGATION CONTROLLER ASSEMBLY. CONTACT SCOTT KYLE AT RAINMASTER (949) 212-8013. 7 /SHT 15 OUTSIDE OF PROPERTY LINES OR LIMITS INDICATED ON PLAN. CONTRACTOR SHALL VERIFY 1.0 = ETAF for Special Landscaped Area LOCATIONS OF ALL ABOVE-GRADE IRRIGATION EQUIPMENT WITH THE ENGINEER PRIOR TO 0.62 = Conversion factor (to gallons per square foot) INSTALLATION, OR CONTRACTOR MAY BE REQUIRED TO MOVE THIS EQUIPMENT AT THE 0 WILKINS 500 PRESSURE REDUCING VALVE -2-1/2" 8 /SHT 14 MAWA Calculation: CIMIS ETo ZONE 2 -Coastal Mixed Fog Area CONTRACTOR'S OWN COST. 4 /SHT IFS I RAIN MASTER EVFM FLOW SENSOR - 1 " 13 ETo ETAF LAorSLA Conversion MAWA 4. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN 0 GRISWOLD 2000-R SERIES NORMALLY CLOSED MASTER VALVE -1-1/2" WITH PURPLE HANDLE 5 /SHT 13 (square ft.) (Gallons per Year) THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE EXISTED AT THE TIME OF THE MAWAforLA 39.0 X 0.7 X 24,295 X 0.62 = 411,217 IRRIGATION DESIGN PREPARATION. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE @ CARSON MODEL 910 1 O" ROUND PURPLE PLASTIC CONTROL AND COMMON WIRE PULL BOX. COIL MINIMUM 24" 6 /SHT 13 BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. IN THE EVENT THIS OF WIRE WITHIN BOX. MAWAforSLA 0 X 1.0 X 0 X 0.62 = 0 NOTIFICATION IS NOT GIVEN, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL Total MAWA= 411,217 RESPONSIBILITY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER ~ MATCO 754 SERIES BRASS FULL PORT BALL VALVE -LINE SIZE 7 /SHT 13 WORKING CONDITION TO THE ENGINEER'S SATISFACTION. () NELSON NELSON 42 QUICK COUPLING VALVE WITH PURPLE RUBBER CAP -1" -WITH 40K KEY 8 /SHT 13 EAWU: ESTIMATED APPLIED WATER USE POINT OF CONNECTION# 'A' 5. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRING, CONTROL WIRE SLEEVES, LATERAL AND MAINLINE PIPING, AND PIPE SLEEVING, SIZED PER • GRISWOLD DWS-R SERIES ELECTRIC REMOTE CONTROL VALVE IN BOX W/ PURPLE HANDLE -SIZE PER PLAN 1 /SHT 14 EAWU = ETo x '1 x LA x 0.62 / IE = Gallons LANDSCAPE COEFFICIENT: PLAN. ALL SLEEVING SHALL BE PVC SCHEDULE 40 PIPE. per year where: 6. 120 V.A.C. ELECTRICAL POWER SHALL BE PROVIDED TO THE CONTROLLER LOCATION. IT ----BURIED PURPLE PRESSURE MAINLINE PIPING, SIZE PER PLAN. USE PVC SCHEDULE 40. 9 /SHT 14 EAWU = Estimated Applied Water Use (gallons per year) KL = IS X J(. X ml,( SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL ETD = Reference Evapotranspiration (inches per year) HOOK-UP FROM THE ELECTRICAL SOURCE TO THE CONTROLLER UNIT. BURIED PURPLE NON-PRESSURE LATERAL LINE PIPING, PVC SCHEDULE 40, 9 /SHT 14 KL = Landscape Coefficient K, = species factor -0.1 ldry) -0.9 (wet) SIZE PER PLAN. LA = Landscaped Area (square feet) K • = density factor -0.5 sparse) -1.3 (dense) 7. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE PIPE SLEEVE, PVC SCH. 40, FOR IRRIGATION PIPING INSTALLED UNDER PAVING, SIZE PER PLAN. 7 /SHT 14 0.62 = Conversion factor (to gallons per square foot) Km,= microclimate factor -0.5 (cool) -1.4 (hot) MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS AT THE POINT OF CONNECTION. THE --ffe----------CONTRACTOR SHALL INSTALL SLEEVING, INCLUDING WALL PENETRATIONS WHERE NECESSARY. IE = Irrigation Efficiency IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCES BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS CONTROL WIRE/COMMUNICATION WIRE SLEEVE, PVC SCH. 40, INSTALLED UNDER PAVING BY CONTRACTOR. 7 /SHT 14 ---+----EAWU Calculation: AND THE ACTUAL PRESSURE READING THE IRRIGATION POINT OF CONNECTION TO THE -------SIZE PER PLAN. ENGINEER. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO THE Hydrozone ETo KL LAorSLA Conversion IE EAWU START OF THE IRRIGATION SYSTEM CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL (square ft.) (Gallons per Year) ACQUIRE FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A IRRIGATION LEGEND: PROPER WORKING CONDITION. TREES 39.0 X .6 X 0 X 0.62 I .0 = 0 SYMBOL PRODUCT MODEL DESCRIPTION NOZZLE RADIUS GPM PSI PATTERN DETAIL BUBBLERS 39.0 X .4 X 11,736 X 0.62 I .80 = 141,888 8. THE HYDRAULIC CALCULATIONS FOR THIS IRRIGATION SYSTEM HAVE BEEN ESTABLISHED USING 14' 3 /SHT 14 THE MATERIALS AS SPECIFIED ON THIS PLAN. SUBSTITUTIONS MADE TO THE MATERIALS BY 0 HUNTER MPR40-12-CV 12" POP-UP SPRAY HEAD MP1000-180 .37 40 HALF ROTATORS 39.0 X .4 X 12,557 X 0.62 I .75 = 161,935 THE CONTRACTOR WITHOUT PREVIOUS ACCEPTANCE BY THE ENGINEER SHALL PLACE ALL ® HUNTER MPR40-12-CV 12· POP-UP SPRAY HEAD MP1000-120 14' .37 40 THIRD LIABILITY OF THE IRRIGATION SYSTEM ONTO THE IRRIGATION CONTRACTOR. NO ~ MPR40-12-CV 12" POP-UP SPRAY HEAD MP1000-90 14' 40 QUARTER Total EAWU = 303,823 SUBSTITUTIONS OF EQUIPMENT WILL BE ACCEPTABLE WITHOUT PRIOR WRITTEN APPROVAL BY HUNTER .19 THE ENGINEER. THE IRRIGATION CONTRACTOR SHALL BE REQUIRED TO REMOVE AND @,) HUNTER MPR40-12-CV 12" POP-UP SPRAY HEAD MP1000-45 14' .19 40 45 DEGREE REPLACE ALL SUBSTITUTED EQUIPMENT WITH SPECIFIED EQUIPMENT IF SO ORDERED BY THE ENGINEER. ~ HUNTER MPR40-12-CV 12" STANDARD RISER SPRAY HEAD MP1000-360 14' .75 40 FULL 2 /SHT 14 ~ HUNTER MPR40-12-CV 12" STANDARD RISER SPRAY HEAD MP1000-180 14' .37 40 HALF MAWA: MAXIMUM APPLIED WATER ALLOWANCE: POINT OF CONNECTION# 'B' 9. INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN THE DETAILS. USE TEFLON TAPE ON ~ HUNTER MPR40-12-CV 12" STANDARD RISER SPRAY HEAD MP1000-120 14' .37 40 THIRD ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 12" STANDARD RISER SPRAY HEAD MP1000-90 14' .19 MAWA = (ETo x 0.7 x LA x 0.62) + (ETD x 1.0 x SLA x 0.62) = Gallons per year for LA + SLA. If, HUNTER MPR40-12-CV 40 QUARTER where: 10. ALL CONVENTIONAL IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE ~ HUNTER MPR40-12-CV 12" STANDARD RISER SPRAY HEAD MPl000-45 14' .19 40 45 DEGREE MAWA = Maximum Applied Water Allowance (gallons per year) OF THE AREA TO BE IRRIGATED. 11w RAINBIRD RWS-M-B-C-1402 DEEP WATERING SYSTEf.4, 2/TREE 1402 -.50 5&6 /SHT 14 ETD = Reference Evapotranspiration (inches per year) 11. CONTRACTOR SHALL PROVIDE AND INSTALL IN-LINE SWING CHECK VALVES AND ADJUSTABLE 181 RAINBIRD STANDARD RISER 12" STANDARD RISER BUBBLER 1401 -.25 4 /SHT 14 ETAF = Evapotranspiration Adjustment Factor IN-RISER CHECK VALVES IF CONDITIONS EXIST WHICH REQUIRE CHECK VALVES TO AVOID LA = Landscaped Area (square feet) BACK DRAINAGE TO LOWER HEADS AT NO ADDITIONAL COST TO THE CITY. NOTE: INSTALL PURPLE RUBBER CAP ON ALL POP-UP AND STANDARD RISER SPRAY HEADS AND BUBBLERS. SLA = Special Landscaped Area (square feet) 0.7 = ETAF for Landscaped Area 12. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL CONVENTIONAL SPRAY HEADS PRESSURE LOSS CHART STATIC PSI AT POC: 100.0 PRESSURE LOSS CHART STATIC PSI AT POC: 100.0 1.0 = ETAF for Special Landscaped Area FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO ROADWAYS AS MUCH AS 0.62 = Conversion factor (to gallons per square foot) POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE VALVE: A1 POC ELEVATION: 56.6 VALVE: A10 POC ELEVATION: 56.6 MAWA Calculation: CIMIS ETo ZONE 2 -Coastal Mixed Fog Area EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. GPM: 22.1 SYSTEM HIGH POINT: 56.5 GPM: 28.0 SYSTEM HIGH POINT: 54.6 2" WATER METER 1.0 PSI 2" WATER METER 1.0 PSI ETo ETAF LAorSLA Conversion MAWA 13. WHERE SPRAY HEADS ARE INDICATED ON THE IRRIGATION PLANS, IT IS THE INTENT OF THE 1-1/2" MASTER VALVE 1.0 PSI 1-1/2" MASTER VALVE 1.0 PSI (square ft.) (Gallons per Year) DESIGN TO INDICATE THE INSTALLATION OF POP-UP HEADS IN LANDSCAPED AREAS 1" FLOW SENSOR, !FIXED) 1.0 PSI 1" FLOW SENSOR, JFIXED) 1.0 PSI 39.0 0.7 47,045 0.62 796,284 ADJACENT TO PEDESTRIAN AND VEHICULAR AREAS. IN THE EVENT THAT POP-UP HEADS 900 LF OF 2-1/2' SCH. 40 MAINLINE 2.3 PSI 390 LF OF 2-1/2 SCH. 40 MAINLINE 1.4 PSI MAWAforLA X X X = HAVE NOT BEEN SPECIFIED IN THESE AREAS, IT SHALL BE THE RESPONSIBILITY OF THE FITTINGS (20% MAINLINE LOSS) 0.5 PSI FITTINGS (20% MAINLINE LOSS) 0.3 PSI MAWAforSLA 0 X 1.0 X 0 X 0.62 = 0 IRRIGATION CONTRACTOR TO BRING THIS TO THE ATTENTION OF THE ENGINEER PRIOR TO 1" REMOTE CONTROL VALVE 7.7 PSI 1 " REMOTE CONTROL VALVE 8.8 PSI 796,284 CONSTRUCTION. LATERAL LINE LOSSES, (FIXED) 5.0 PSI LATERAL LINE LOSSES, (FIXED) 5.0 PSI Total MAWA= ELEVATION ( +) UPHILL, (-) DOWNHILL -0.1 PSI ELEVATION ( +) UPHILL, (-) DOWNHILL -0.7 PSI 14. FLUSH ALL LATERAL LINES WITH VALVE ASSEMBLIES INSTALLED, PRIOR TO NOZZLE SPRINKLER OPERATING PRESSURE: 40.0 PSI SPRINKLER OPERATING PRESSURE: 40.0 PSI INSTALLATION. INSTALL NOZZLES AFTER FLUSHING. G) TOTAL SYSTEM LOSSES: 58.4 PSI (i) TOTAL SYSTEM LOSSES: 57.8 PSI EAWU: ESTIMATED APPLIED WATER USE POINT OF CONNECTION# 'B' THE CONTRACTOR SHALL CONTACT JOHN DEERE GREENTECH FOR CONTROLLER/SENSOR 15. SUMMARY: SUMMARY: EAWU = ETo x '1 x LA x 0.62 / IE = Gallons per year LANDSCAPE COEFFICIENT: CERTIFICATION AT START-UP OF SYSTEM. CALL (949) 837-4337. @ AVAILABLE STATIC PRESSURE AT POC: 100.0 PSI @ AVAILABLE STATIC PRESSURE AT POC: 100.0 PSI where: EAWU = Estimated Applied Water Use (gallons per year) KL = K, X K. X K.,. 16. FOR TECHNICAL ASSISTANCE WITH CENTRAL CONTROL SYSTEM EQUIPMENT OR OPERATION, @ AVAILABLE DYNAMIC PRESSURE AT POC: @x .75 75.0 PSI @ AVAILABLE DYNAMIC PRESSURE AT POC: ®x .75 75.0 PSI ETD = Reference Evapotranspiration (inches per year) CONTACT MR. SCOTT KYLE AT RAINMASTER, (949) 212-8013. ~ REQ'D SYSTEM MINIMUM DYNAMIC PRESSURE: G) 58.4 PSI (±) REQ'D SYSTEM MINIMUM DYNAMIC PRESSURE: G) 57.8 PSI K L = Landscape Coefficient K , = species factor -0.1 idry) -0.9 (wet) RESIDUAL DYNAMIC PRESSURE: @ -(±) 16.6 PSI ® RESIDUAL DYNAMIC PRESSURE: @-® 17.2 PSI LA = Landscaped Area (square feet) K • = density factor -0.5 sparse) -1.3 (dense) 17. ALL MAINLINE, LATERAL LINES AND HEADS SHALL BE LOCATED A MINIMUM OF TWO (2) FEET 0.62 = Conversion factor (to gallons per square foot) K .,.= microclimate factor -0.5 (cool) -1.4 (hot) FROM EDGE OF CURB AND ANY OTHER IMPERVIOUS SURFACES. @ ADJUST PRESSURE REDUCER TO: 1 + 25%: 73.0 PSI @ ADJUST PRESSURE REDUCER TO: SEE VALVE A 1 73.0 PSI IE = Irrigation Efficiency RESIDUAL FROM ADJUSTED PRESSURE: ®-© 14.6 PSI RESIDUAL FROM ADJUSTED PRESSURE: @ -@ 14.5 PSI EAWU Calculation: IRRIGATION SYMBOL LEGEND: Hydrozone ETo KL LAorSLA Conversion IE EAWU 100.0 (square ft.) (Gallons per Year) OVERHEAD SYSTEMS: PRESSURE LOSS CHART STATIC PSI AT POC: 100.0 PRESSURE LOSS CHART STATIC PSI AT POC: ~ DENOTES CONTROLLER (LETTER) AND VALVE (NUMBER) SEQUENCE 60.0 VALVE: B11 POC ELEVATION: 60.0 0.62 I .80 9,031 VALVE: B3 POC ELEVATION: TREES 39.0 X .6 X 498 X = @3 -DENOTES MAXIMUM GPM FLOW THROUGH VALVE 58.3 GPM: 18.0 SYSTEM HIGH POINT: 59.6 GPM: 21.5 SYSTEM HIGH POINT: BUBBLERS 39.0 X .4 X 9,483 X 0.62 I .80 = 114,649 1 " DENOTES VALVE SIZE 2" WATER METER 1.0 PSI 2" WATER METER 1.0 PSI ROTATORS 39.0 X .4 X 37,064 X 0.62 I .75 = 477,977 1-1/2" MASTER VALVE 1-1/2" MASTER VALVE 1.0 PSI IN ADDITION TO PROVIDING SLEEVES FOR ALL PIPING UNDER ROADWAYS AND WALKWAYS, 1.0 PSI Total EAWU = 601,657 PROVIDE AND INSTALL PVC SCHEDULE 40 SLEEVES FOR ALL CONTROLLER WIRES UNDER 1" FLOW SENSOR, !FIXED) 1.0 PSI 1" FLOW SENSOR, JFIXED) 1.0 PSI 275 LF OF 2-1/2' SCH 40 MAINLINE 0.4 PSI 745 LF OF 2-1/2 SCH 40 MAINLINE 1.6 PSI ALL CONCRETE PAVING, SIZE AS REQUIRED. FITTINGS (20% MAINLINE LOSS) 0.1 PSI FITTINGS (20% MAINLINE LOSS) 0.3 PSI 1" REMOTE CONTROL VALVE 6.5 PSI 1" REMOTE CONTROL VALVE 7.5 PSI LATERAL LINE LOSSES, (FIXED) 5.0 PSI LATERAL LINE LOSSES, (FIXED) 5.0 PSI EUEVATION ( +) UPHILL, (-) DOWNHILL -0.2 PSI ELEVATION ( +) UPHILL, (-) DOWNHILL -0.8 PSI SPRINKLER OPERATING PRESSURE: 40.0 PSI SPRINKLER OPERATING PRESSURE: 40.0 PSI CD TOTAL SYSTEM LOSSES: 54.8 PSI CD TOTAL SYSTEM LOSSES: 56.6 PSI SUMMARY: SUMMARY: @ AVAILABLE STATIC PRESSURE AT POC: 100.0 PSI @ AVAILABLE STATIC PRESSURE AT POC: 100.0 PSI @ AVAILABLE DYNAMIC PRESSURE AT POC: @ X .75 75.0 PSI @ AVAILABLE DYNAMIC PRESSURE AT POC: @ X .75 75.0 PSI RECORD DRAWINGS ~ REQ'D SYSTEM MINIMUM DYNAMIC PRESSURE: CD 54.8 PSI ~ REQ'D SYSTEM MINIMUM DYNAMIC PRESSURE: CD 56.6 PSI RESIDUAL DYNAMIC PRESSURE: @ -(±) 20.2 PSI RESIDUAL DYNAMIC PRESSURE: @ -@ 18.4 PSI THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED □N INFORMATION SUBMITTED, IN PART, BY OTHERS, WHILE THIS INF□RMA TI□N IS BELIEVED @ ADJUST PRESSURE REDUCER TO: SEE VALVE B3 70.8 PSI @ ADJUST PRESSURE REDUCER TO: G) + 25%: 70.8 PSI TD BE RELIABLE, CITY □F NEWPORT BEACH IS NOT RESPONSIBLE FDR ITS RESIDUAL FROM ADJUSTED PRESSURE: ®-© 16.0 PSI RESIDUAL FROM ADJUSTED PRESSURE: ®-© 14.2 PSI ACCURACY, NOR FDR ERRORS DR □MISSI□NS WHICH MAY HAVE BEEN INCORPORATED INT□ THESE PLANS AS A RESULT. C-4843 DIGA RT BRISTOL STREET ~ TCLA,Inc. ® LANDSCAPE IMPROVEMENTS ~i □ CORPORATE OFFICE: JOSEPH A. VARONIN AS.LA. CAJl.1737 -27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 LANDSCAPE IRRIGATION NOTES AND LEGENDS (PH) 661-702-1011 {FX) 661-702-0293 ■ ORANGE COUNTY OFFICE: DESIGNED: DRAWN: R-6019-S 811 ~ 1360 REYNOLDS AVENUE #112, IRVINE, CALIFORNIA 92614 HK HK CITY OF NEWPORT BEACH J (PH) 949-250-1615 (FX) 949-250-1801 CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 5 OF 15 NO. DATE DESCRIPTION OF REVISIONS HK 06-14-2013 ~ er: ~ t I I I I I I I 12r1 I ---- I I I I I I I W LU I > ::J I -z I 0::: LU I O> I Cl) <( SR 73 -CORONA DEL MAR FREEWAY ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••• APPROXIMATE LOCATION OF RECYCLED WATER SIGN, SEE SPECIFICATIONS. VERIFY WITH ENGINEER. (io\ ~ 1/2' 1/2" 12' MAINLINE LOCATED 2' FROM FENCE, TYPICAL 24" DIAMETER O.C.W.D. RECLAIMED WATER PIPE 22.1 PULL RED & WHITE STRIPED VALVE WIRES & COMMON FROM CONTROLLER TO PULL BOX, FUTURE VALVES A12, A13, A14, & A15. 1 2' 20.0 BRISTOL STREET LIMITS OF WORK MAINLINE LOCATED 2' FROM FEN CE, TYPICAL 1B.4 •••••••••••••••••••• APPROXIMATE LOCATION OF RECYCUED WATER SIGN, SEE SPECIFICATIONS. VERIFY WITH ENGINEER. PULLBOX FOR WIRES WAS ADDED AT THIS LOCATION. 17 .3 ■ •• • • I ■ I I I I I I I I I- LU LU er: I- C/) J: I- LU LU J: Cl) Cl) J: I- LL 0 Cl) 1- ::l!: ...J ::J LU I ~ z • HYDROZONE -HIGH / <(~ •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ~ CD I- LU LU J: (I) (I) J: I- (.)_ LU >t--------- 0 • CD 90' + -<( I---___;;,..;._..:..,_ ___ _ I ltl -2-lr/2' - - -...I_ (I) ----=~- ' ~ LU J 2" OONlllCllER ~RE SLEE\£ z ----r----_-_-_-_-_-_ ...J -- J: ~ ::l!: I- LU LU ~ (I) J: u er: CD 811 I I I I I I I I I I I I I I I • ·-■■- SR 73 -CORONA DEL MAR FREEWAY SR 73-CORONA DEL MAR FREEWAY ••••••••••••••••••••••••••••••••••••••• PPROXIMATE LOCATION OF RECYCLED WATER SIGN, JAMBOREE ROAD EXIT ••••••••••••••••••••••••••~~~MM,llfflil•••••••••••••••••••••••••••••••••••••••••••••••••••••••• ~ CONNECT TO EXISTING 24" ♦ ~ECIFICATIONS. VERIFY WITH ENGINEER . ~ 0 1/2" 0>-------<Q - 12.8 9.6 1/2' MAINLINE LOCATED 2' FROM FENCE, TYPICAL ,-Q-U-IC_K_C_O_U-PL-1-NG_V_A-LV-E----, LIMITS OF WORK ADDED BEHIND MASTER VALVE o,----.o-----.01r-------.oe--------..o,----,10>-------<o WATER POINT OF CONNECTION 'A' CONTROLLER -RECLAIMED WATER: INSTALL 2" WATER METER CONNECTED TO EXISTING 24" O.C.W.D. RECLAIMED WATER LINE. STATIC WATER PRESSURE TYSON NEELY, OPERATIONS MANAGER, O.C.W.D., (714) 378-32341. AREA SERVED: 24,295 SF PEAK WATER DEMAND: 21.5 GPM AVAILABLE STATIC PRESSURE: 100.0 PSI REQUIRED MINIMUM PRESSURE: 53.7 PSI REDUCE PRESSURE TO: 63.8 PSI N o@.C.W.D. RECLAIMED WATER LINE F~:c:L~:~:~ CABLE SLEEVE FOR : ~ FLOW SENSOR. INSTALUED WITHIN : u'.J MAINLINE TRENCH ■ z -- 1· 1/2 ,. 1/2' -+------------------------- BRISTOL STREET 12.4 16.0 INSTALL 2" RECLAIMED WATER METER APPROX THIS LOCATION ---------;;r- @ 24" DIAMETER O.C.W.D. RECLAIMED__,/' WATER PIPE HYDROZONE -HIGH 16.5 _{24')_ INTERCEPT EXISTING UNDER-STREET CONDUIT AT THIS LOCATION. MAINLINE LOCATED 2' FROM ■ ...J FENCE, TYPICAL ■ J: I I 11 I I 11 +IJJ. t EXlSTNG ff~MEIRI' Cll!.E Slffi[ 11 ¾.__2" E11611NG CONTRCIJIR WRE !!£EVE -\\\\ (((( tii 1111 LU 1111 0::: 1111 1- 1111 (I) 1111 ~ 1111 LU -~ ■ <( :::§: I ■ ■ ■ ■ -. ■ ■ ■ ■ ■ ••••••••••••••••••• ••••••••••••••••••••• ••••••••••••••••••••• ••••••••••••••••••••• ••••••••••••••••••••• •••••••••••••••••••••••••••• ••••• ■■"1••· 8: -■■■■ ~~ TCLA, Inc. PLAN NORTH NORTH 20· 10· o 20' 40' 60' ~ID"'".:::::,,,.□ CORPORATE OFFICE: JOSEPHA. VARONINA.S.L.A. CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293. SCALE: 1"aa2Q' -----■ ORANGE coumv OFFICE: ~L 1360 REYOOLDS AVENUE#112, IRVINE, CALIFORNIA 92514 ~~• (PH) 949-250-1615 (FX) 949-2:50-1801 NO. DATE DESCRIPTION OF REVISIONS RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. 111 I >- I I I I U FOR CONTROLLER 'A' LOCATION AND CONNECTION AND ELECTRICAL CONNECTION, SEE DETAIL 8, SHEET 15. BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE IRRIGATION PLAN C-4843 DESIGNED: DRAWN: HK HK CITY OF NEWPORT BEACH R-6019-S CHECKED: DA TE: HK 06-14-2013 PUBLIC WORKS DEPARTMENT SHEET 6 OF 15 (0 1- UJ UJ I (/') UJ UJ (/') UJ z JAMBOREE ROAD EXIT ~ ••• rw,,.1~ .. 1a1Cit1ii[iiii4111 ~.. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • M~ ,~,.E!! 11!!!·-.=u •••••• FENCE, TYPICAL (.) • FENCE, TYPICAL 1 ~• N ~ I --------- 1- UJ UJ I (/') (/') I I-- ~ ...J UJ [D UJ UJ (/') UJ z ...J I ~ -------- - - - - - - - - - - --o---- 1- UJ UJ I (/') (/') I I- UJ > 0 ~ UJ UJ ■ • I 1' 28.0 27.3 : ~l~~l~l~ER O.C.W.D. RECLAIMED" BRISTOL STREET ~--~----------------~---------------------------PULL RED & WHITE STRIPED VALVE WIRES ■ APPROXIMATE LOCATION OF RECYCLED & COMMON FROM CONTROLLER TO PULL WATER SIGN, SEE SPECIFICATIONS. BOX, FUTURE VALVES A16, A17, & A18. : VERIFY WITH ENGINEER. 24" DIAMETER O.C.W.D. RECLAIMED~ WATER PIPE (24') ---------------- • HYDROZONE -HIGH •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• _@ _____________ _ SR 73 -CORONA DEL MAR FREEWAY _,___ _____________________________ --+-----------------------------------------+-----------------------------------------------------------------------, JAMBOREE ROAD EXIT ~ ~ --------------------= ------- BRISTOL STREET -......._ 24" DIAMETER O.C.W.D. RECLAIMED UJ =i z UJ ~ UJ (.) =i 0:: a. (/') ~~ PLAN NORTH WATER PIPE NORTH 20· 10· o 20' 40' --60' 811 ---SCALE: 1"aa2Q' TCLA, Inc. ~ID"'~:,,,.□ CORPORATE OFFICE: JOSEPHA. VARONINA.S.L.A. CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293. ■ ORANGE coumv OFFICE: 1360 REYOOLDS AVENUE#112, IRVINE, CALIFORNIA 92514 (PH) 949-250-1615 (FX) 949-2:50-1801 NO. DATE I I PULL RED & WHITE STRIPED VALVE WIRES & ■ COMMON FROM CONTROLLER TO PULL BOX, • FUTURE VALVES B13, B14 AND B15. ••••••••••••••••••••••••••••••••••• (241 DESCRIPTION OF REVISIONS 24" DIAMETER O.C.W.D. RECLAIMED WATER PIPE 17.8 HYDROZONE -HIGH ................. ~-- - - --- - - -/~. 18.0 I I I • ••••••••••• RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. C-4843 DESIGNED: DRAWN: HK HK CHECKED: DA TE: HK 06-14-2013 BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE IRRIGATION PLAN CITY OF NEWPORT BEACH R-6019-S PUBLIC WORKS DEPARTMENT SHEET 7 OF 15 ••------------------------------------~u~~~~~~~~-----------: FENCE, TYPICAL I ~ ■ ii) qll J/f' 1/2" 1F ii) eri ~r ~ 1 /2" ef) ~ efj 1 /2" -qli Q Q Q Q Q Q Q Q Q AIR RELIEF VALVE ADDED AFTER WATER METER. J/4"0 1-1/4' 1·~ .. -' I' - ]= Q 14.5 N IZI Ji!" ~ J/1' 1" J 4' IZI 0 Vt Q \ 0 Q 0 17.B llJ 0 ::5 CL ~I 24• DIAMETER o.cc .. ~w~.D~. !R~EC~LA~l~ME~D~==~-----==========~-~===7 1 ======================================7 WATER PIPE ~ 811 FOR CONTROLLER 'B' LOCATION AND CONNECTION AND ELECTRICAL CONNECTION, SEE DETAIL 7, SHEET 15. CONNECT TO EXISTING 24" O.C.W.D. RECLAIMED WATER @ LINE s: llJ ~ CD .,.I I I 111-----■ I I I ----------------------------· BRISTOL STREET ~~ TCLA, Inc. PLAN NORTH NORTH 20· 10· o 20' 40' 60' ~ID"'~:,,,.□ CORPORATE OFFICE: JOSEPHA. VARONINA.S.L.A. CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293. SCALE: 1"aa2Q' -----■ ORANGE coumv OFFICE: ~L 1360 REYOOLDS AVENUE#112, IRVINE, CALIFORNIA 92514 ~~• (PH) 949-250-1615 (FX) 949-2:50-1801 NO. .-------♦• ♦ PULL RED & WHITE STRIPED VALVE WIRES & COMMON FROM ------~~■L■----------------------------FUTURE VALVES 816, 817 AND 81 B. DO □ 12" B ODO - ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I ♦ 4.B ■■■■■---• ■-----------------------------------------♦ 0 ~ c§ Cl:'. DATE DESCRIPTION OF REVISIONS APPROXIMATE LOCATION OF RECYCLED WATER SIGN, SEE SPECIFICATIONS. VERIFY WITH ENGINEER. 00 ~ HYDROZONE -HIGH EXISTING FULL-WIDTlH STREET SIGNAGE Cl:'. i llJ LL ~ 0 g ~ ~ ~ <( "'") ...J RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. C-4843 DESIGNED: DRAWN: HK HK CHECKED: DA TE: HK 06-14-2013 BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE IRRIGATION PLAN CITY OF NEWPORT BEACH R-6019-S PUBLIC WORKS DEPARTMENT SHEET 8 OF 15 811 RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TD BE RELIABLE, CITY □F NEWPORT BEACH IS NOT RESPONSIBLE FDR ITS ACCURACY, NOR FDR ERRORS DR □MISSIONS WHICH MAY HAVE BEEN INCORPORATED INT □ THESE PLANS AS A RESULT. WALLACE LABORATORIES,, LLC 365 Coral i.rcle E l egund.o, CA IJ00:45 ph.onc (310) 6l~l l6 fa (3 l0) ,640-6863 l'llll 949/250-1801 Hru:ry Kobze.lJ. harry a cluinc.wm CI..A, Im:. 27905 Sm)'lh Ori~ Vuleocii,, CA 91 SJ 3 M h 29', 1011 RE: Brislol ootlt. N""l"'" beach Dem Hl!ff)', Sompln I B;in.an CumpU5 and Birch 6" -The ~il hos modemtdy high ollrnli!ll.ily w:llb a pH of 7:98. alinll)' 15 moder.rte ot 1.05 ni,11imho/cm. Phosphorus, polnsSJum, bc>ro~ and sulfur = low. Nllro1,;,rm mid Lhm othm' milll'Unulril:lllli w-c H1fficieo~ i;c:,141 av1utob1c sodium Is 111od"1'11lc. SA'lt (soohun a&orp,t'lon rmio) i, 2-5 Sample ;; Be-r,u,.n IJin:I, awl Off Ramp 6 • -Thie SDil Im, mooernli,ly high allml~ty wil.h pH or 7.78:. linily is mllil.er.111:e 111 0.89 milHm'holcm. Phrnsphoru5_ llJld potasSnun tin: modest, Boron wxt Julfur nn, low. itrogen lillll lhc otha-111,cNmllflet113 Dre sum 1en.t.. 'fol~ J!voil~ble sodium l:s moocrm AR is 2.4. 1plt' J 81'./li'~i:11 Off Ramp wid ,k,moori,,, 6" -The soil llillll moommdy high alknliai1y with a pH of 7:98. Swini1y • modiemte 1 1.69 mtlUmho/'cm. N\m,gen, zinc, ""PP"' ond magnesium i.re 1,.-uEficlenL l'hll. phfirus, potnssimn. i:mn. ~ mid bonm on: low. uUur iJI lfiQdcsl, Toll>! ~vnilublc M!dium ' n\Odcratdy bil!),. SAR b: S.S. Somplt1 4 B rwf!en OjJRamp a"'1 .Joml,ortt 12'' -1:1". Sllil I mod~cly. hi~ alknl~ity \\ilb a pH of 7,911. SolinilY • fflbde!'ti!(!jy 111 ).JI! m11limhdcm. Chloride is 111!,hlly high. M 51 r llie 511Ji.niL)' L~ due 10 ,:oluble wdiwn sulw1c. Nl1ro.i;ien, zin<:, <:UJ!p,.;< !!Jt!1 Jmllilesiw!l. ~re fflffici.mL P~ pouwiwn, iron. man~ and boroo axe lcw. Sulfor is mode$!. otal ovailohlc sodium i• high.' AR i • 8,6. lbese Slllllplc, roomin limcSIOllc ,..'h,ch inrll.llie,l 1mn dc:licimcy in fmn imelT'ICicDI or acid-loving (llani,, sui:h ,.,, 1..n.!jer,Jb'Oemill. Rccomme nd:iitl oo• Pinnt cslllbli5l:!rncnl will 110\ be !rl.!«'essfui in den"", oomp,,etoo, cl\lSl.al soil. lt.ip lhc wlls m le:m one 'foot cl~ 1U1 12 irn:h milm:. for l!eltH gmi..ih, rip lo 18 01 24 imclics. 1i'n1:prumg plnnlin,g pits lwiQe ~ wille M uie ffl<ll.bnll:ll. If soil compaction is hlgli below 'th"' depth of ripping. deep v.-aler percol tion is IU1.el y o be impailt'.d. H<l!c, "4!l be (lu;gctM one fool ..,,;,J,,, in il't,, bi.'!<:< or encl! ?laming JJ<I Dutsidc !he foo1pnn1 oi loo tootball ~tending into belier wained soit Th£ dcpd, or aug,,:ring muy _,;j Ill ~ 4 ~ Ii re.:1 d~. 'l'bc mle of' wnt.=r pmx1lulim1 am be ~ "" wnom do,pth.s to venfy suffo:;1"11 percolation. If the number or trees is l~w, auger hoks 20 feet on center if a Lree is not within IO feet of an augered hole. Backfill the auger w1th amended soil. General soil preparation on a square fool basis. Broadcast the following malerials muformly. The rales are per 1,000 square feet. Incorporate them homogeneously t, mchcs deep. Remove clods, rocks. debris, foreign materials large 1 mch 111 diameter from the top 6 ind1t::s: Potassium sulfate (0-0-50)-10 pounds Triple superphosphatc (0-45-0) - 4 pounds . agricultural gypsum. 20 pounds for l and 2, 40 pounds for 3 and 50 pounds for 4 Orgmric soil amendment -3 cubic yards, sufficient for 3% to 53/0 soil organiG maLlt:r on a dry weight ba.~is For the preparation on a volume ha.sis, homogeneously blend the following mlll_"riab i~!o excavated soi I. Raks are expressed per cubic yard. Remove clods, rocks: dehns~ foreign materials large 1 inch in diameter: Potassium sul ratt: (ll-0-50)-1/2 pound Triple superphosphatc (0-45-0) -l/4 pound agricultural gypsum -1 pound for 1 a.nd 2, 2 pounds for 3 and 3 porn1ds for 4 Organic soil amendment. 15% by volume, sufficient for 3% to 5% soil organic matter on a dry weight basis Organic soil amendment suggesl.ion:-;: ] . Hwnus material shall have an acid-soluble ash content of no less than 6% anJ no more than 20%. Organic matter shall be at least 50% on a dry weighl basis. 2. The pH of the material shall be between 6 and 7.5. 1. The salt content shall be less than IO millimho/cm (ii) 25° C on a sarurated paste e,.iract. 4. Boron content of I.be saL,1raled extra.ct shall be less than LO part per million. 5. SiJicon conlenl (acid-insoluble ash) shall be less than 50%. 6. Calcium carbonate shall not be present ifto be applied on alkaline soi Is. 7 _ Types of <1cceptable products are composts, manures, mushroom cmnposts, straw, al fol la, peal mosses etc. low in salts, low in heavy metals, free from weed seeds, rree nrpathogcns and other deleterious materials. 8. Composted wood products are conditionally accepiable [slable humus must be present]. Wood based products are nol acceptable which arc based on red wood or cedar. 9. Sludge-based materials arc not acceptable. 10. Carbon:aitrogen ratio is less than 25:1. ) I. The compost shall be aerubic wiU,out malodorous presence of decomposition products. 12. The maxirnnm particle size shall be 0.5 inch, 80% m more shall pass a No. 4 screen for soil amending. TCLA, Inc. ~11111~== .... □ CORPORATE OFFICE: JOSEPH A. VARONIN A.S.L.A. CA#1737 27905S MYTHDRIVE, VALENCIA, CALIFORNIA 9'1355 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORAN3E COUNTY OFFICE: 1360 REYNOLDS AVE~E #112, IRVINE, CALIFORNIA 921514 (PH) 949-250-1615 (FX) 949-250-1801 Maximum tolHI permissible pollutant concentrations in amendment in parts per n1illion on a dry weigh.t basis: arsenic 20 copper 150 :selenium 50 cadmium 15 lead 200 silver 10 chromium 300 mercury 10 vanadium 500 cobalt 50 molyhdenum 20 zinc 300 nickel 100 24' MIN. ---- _ 1--111 _m m - - -11_ ED6E OF HARD5GAPE ~PLANT FINISH GRADE SHALL BE 2' BELOV'I ADJACENT EDGING> MULC.H GOVER PER PLANS UNDISTIJRBED NATIVE SOIL Preleaeh Sample 3 Between Off Ramp and Jamboree 6" and Sample 4 Between Off Ramp and Jamboree 12" before planting. Sodium disperses soil cnunbs and reduces lhe pbysical soil properties. Jt restricts drainage. Drip irrigation is not easily uses for leaching. Temporary spray irrigation can be used to reclaim the soi ls before planting. I ,ower the SAR to less than 4. Lower salinity to less than 3 millimho/cnL The addition of gypsum will increase the salinity. Monitor the soil. Apply additional gypsum is rcq1rired. EDGE OF HARD5GAPE SEC.TIONJ _...,....,i;,-J-;-----~;= SHRUBS IN TRIAN6ULAR SPACING ~ LAYOUT AS APPLIC.ABLE. SEE Lagerstroemia is intolerant of the presence of limestone and is likely to develop iron chlorsi.s. Correct iron deficiency if it develops with 1\ecker Underwood Sprint 138 l'e or other FeEDDTTA chelated iron. PLAN PLANS. MULC.H GOVER NOTE: TOP OF ROOT BALL SHALL BE LEVEL OR SLl6Hll. Y ABOVE FINISH t;;RADE, 1.ong-term available iron can be supplied for acid-loving plants with the use of acid pockets IJJ prevent iron chlorosis. Ble11d one pOllnd of ferrous sulfutc, one pound potassiwn sulfate (0-0-50), one pound ammonium sulfate (21-0-0), two pounds soil sulfur into one gallon of peat moss. Place one cupful of the acid pockel mix blended with one cupful ol' soil near each !-gallon roolbal I --two inches away from the rootball 12 inches deep below grade in the planting pit with two inches or un:1cidified soil separating the rootball from the acid mix_ For larger transplants, use two cupfuls ,_,r (be acid mix for five and fifteen gallons in two spots, two wpluls of the acid mix in each of four spots for 24- inch Lo 48-inch boxes and four or more cupfuls nr lhe acid mix for 60-inch and larger boxed trruisplants in eighl spots. Blend an equal volwne of soil with the special acid pocket mix. Place one foot bclr,w grade in irrigated sites. Place two inches outside the rootbal l footp.rint in all cases. 1 TRIANGULAR SPACING DIAGRAM SCALE: NTS For site maintenance, apply ammonium sulfate (2 l-0-0) at 5 pounds per 1,000 square feet about once per quai.ter. Monitor the siLe with periodic soil and tissue Lt:sting. Apply gypsum as need.ed to balance the sodium and hicarborutte in the irrigation water. Provide moderate soi I moisture. Normally irrigate deeply bu! no! frequently. Daily application of water is not as cffcc-Live as occasional deep cycles.. Occasional surface lrrigation n1ay be needed. Subsurface irrigation will noL move surface applied nutrients and gypsum into the soil. Evaluate salinity and sodium at the surface or the wetting zones. Rooting is nol expected to e:,,,1end beyond lhe wetting front. Sincerely. Garn A. Wallace, Ph.D. GAW:n PLANTING LEGEND: DENOTES PLANT MATERIAL, SEE LEGEND DENOTES QUANTITY IN GROUPING, AND SIZE, (IE: 24 "=24" BOX, 5G=5 GALLON, AND 1 G= 1 GALLON) TREE LEGEND: WUCOLS Region 3 -South Coastal SYMBOL BOTANIC NAME COMMON NAME SIZE QTY WUCOLS REMARKS 0 LAGERSTROEMIA FAURIEI LIGHT PINK CRAPE MYRTLE 36" BOX 5 M 12-14' HIGH X 5-7' WIDE 'BILOXI' STANDARD PROVIDE PICTURES 0 LOPHOSTEMON CONFERTA BRISBANE BOX 24" BOX 29 M 10-12' HIGH X 4-5' WIDE STANDARD PROVIDE PICTURES SHRUB AND GROUNDCOVER LEGEND: WUCOLS Region 3 -South Coastal ABBRV. BOTANICAL NAME COMMON NAME SIZE QTY WUCOLS APM ARCTOSTAPHYLOS 'PACIFIC MIST' PACIFIC MIST MANZANITA 5 GALLON 610 L AR ACACIA REDOLENS 'DESERT CARPET' PROSTRATE ACACIA 5 GALLON 337 L CG CAESALPlNIA GILLIESII YELLOW BIRD OF PARADISE 5 GALLON 170 L CM CARISSA MACROCARPA 'GREEN CARPET' GREEN CARPET NATAL PLUM 5 GALLON 1,054 M EP EL.AEAGNUS PUNGENS SILVERBERRY 5 GALLON 248 L HH * HEMEROCALUS HYBRID 'SUN TWIST' DAYLILY 5 GALLON 56 M LNG LANTANA 'NEW GOLD' NEW GOLD LANTANA 5 GALLON 3B7 L MC MUHLENBERGIA CAPlllARIS 'REGAL MIST' REGAL MIST MUHLY 5 GALLON 321 M PA PEROVSKIA ATRIPLICIFOUA 'BLUE SPIRE' RUSSIAN SAGE 5 GALLON 468 M SC SALVIA CLEVELANDII 'WINNIFRED GILMAN' CLEVELAND BLUE SAGE 5 GALLON 229 VL SG SALVIA GREGGII 'RED' AIJTUMN SAGE 5 GALLON 435 L XC XYLOSMA CONGESTUM 'COMPACTA' DWARF SHINEY XYLOSMA 5 GALLON 130 M □ 2" THICK MULCH LAYER, TYPICAL SEE 72,886 -MUI.CH SPECS SQ. FT. NOTE: INSTALL PLANTS PER PLANTING DETAILS, DETAIL 1 & 2, SHEET 15. C-4843 • PLANT MATERIAL TO BE PURCHASED FROM WATERWISE BOTANICALS. DESIGNED: DRAWN: HK HK BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE PLANTING LEGEND CITY OF NEWPORT BEACH R-6019-S NO. DATE DESCRIPTION OF REVISIONS CHECKED: DA TE: HK 06-14-2013 PUBLIC WORKS DEPARTMENT SHEET 9 OF 15 -- ~ --0:: LU LU 0 > ::J s -z 0:: LU LL o> 0 Cl) <( Cl) ::J LU I-Cl. z ::l!: ~-<(~ ...J (.)_ A [II A 811 PLAN NORTH SR 73 -CORONA DEL MAR FREEWAY NORTH 20' 10' 0 20' 40' 60' -----SCALE: 1"aa2Q' I SR 73-CORONA DEL MAR FREEWAY I TCLA, Inc. ~ID'"°'.:=.□ CORPORATE OFFICE: JOSEPHA. VARONINA.S.L.A. CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293. ■ ORANGE coumv OFFICE: ~L 1360 REYOOLDS AVENUE#112, IRVINE, CALIFORNIA 92514 ~~• (PH) 949-250-1615 (FX) 949-2:50-1801 NO. APPROXIMATE LOCATION OF SOIL SAMPLE#1, SEE SOILS REPORT, SHEET 9. ;/ APPROXIMATE LOCATION OF SOIL SAMPLE#2, SEE SOILS REPORT, SHEET 9. DATE DESCRIPTION OF REVISIONS I SR 73-CORONA DEL MAR FREEWAY JAMBOREE ROAD EXIT RECORD DRAWINGS SEE SHEET 9 FOR SHRUB TRIANGULAR SPACING DIAGRAM. A A {B) ( B THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTIHERS. WHILE TIHIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. I SEE SHEET 15 FOR TREE AND SHRUB DETAILS I C-4843 DESIGNED: DRAWN: HK HK CHECKED: DA TE: HK 06-14-2013 BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE PLANTING PLAN R-6019-S CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 10 OF15 0 ..--- 1-w w I en w w en 1-w w I en (f) I 1- w > 0 ~ w w 1-w w I en en i!: ~ ..J w OJ ••••••••••••••••••••••••••••••••••••••••••••••••••••• JAMBOREE RO • • • • • • • • • • • • • • • • • • • • • •♦ AD EXIT • w w en LIMITS OF WORK EP 11 5G 1• 1• -=---------c::r-"-"~--------------------0------ w z ..J I 0 ~ ~ ■ ■ ·-~-1 I ......,_~ ■ ~ HYDROZONE -HIGH BRISTOL STREET : ---. ............... ---.iil••······················································································••li'I■__. -w- JAMBOREE ROAD EXIT BRISTOL STREET ----------w---------------------------------w------- 811 w =i z w ~ w 0 =i er: a.. en ~~ PLAN NORTH NORTH 20· 10· o 20' 40' --60' ---SCALE: 1"aa2Q' TCLA, Inc. ~ID"'~:,,,.□ CORPORATE OFFICE: JOSEPHA. VARONINA.S.L.A. CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293. ■ ORANGE coumv OFFICE: 1360 REYOOLDS AVENUE#112, IRVINE, CALIFORNIA 92514 (PH) 949-250-1615 (FX) 949-2:50-1801 NO. SR 73-CORONA DEL MAR FREEWAY ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• : SC MC EP 11 ■ ,,,,---.... 44 5G 27 5G 26 5G ■ ■ >-.....-I _....., '--.!./ --..i....-' ■ ■ CG ■ ■ ■ ■ ■ ■ ■ ■ N ..--- 1-w w I en w w en ■ APM ■ CM 1-=,...,,.::-1 I W ■ J 91 5G 72 5G ■ ::i :. HYDROZONE -HIGH / ------------; G ----~------····-----------------····-----------------··••■-----------✓-·························· ~ DATE DESCRIPTION OF REVISIONS RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CllY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. SEE SHEET 9 FOR SHRUB TRIANGULAR SPACING DIAGRAM. I SEE SHEET 15 FOR TREE AND SHRUB DETAILS I BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE PLANTING PLAN C-4843 DESIGNED: DRAWN: HK HK CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6019-S CHECKED: DA TE: HK 06-14-2013 SHEET 11 OF15 ::!!: 1-w w I (J) w w (J) •••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• APPROXIMATE LOCATION OF SOIL SAMPLE #4, SEE SOILS REPORT, SHEET 9. EP 19 5G ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ♦ APPROXIMATE LOCATION OF SOIL SAMPLE #3, • SEE SOILS REPORT, SHEET 9. I I I MC I t-::-:-r=:--1 ■ I-~ ~ w • w I (J) (J) I I- ~ w CD w w (J) APM LNG APM • W W ""1:5_5,,.,,, 1 .,,5G""' ,25..L5,,,G t:-::'.=:;1 1-~---1 AR CM 1--~--1 1 5 5G I ::i ~ ---BRISTOLSTREET----w-----------------------1 --215G J075G HYDROZONE-HIGH -j ~ ~ ······································································~············································································································· ~ ~ 811 I ~ 1 ~ I ~ I CD I •••••••••••••••••••••••••••••••••••••••••••••••• • ·- w~~~~~'if:,~(m~~ z ...J I ~· 2• I I SG 102 5G 1 BRISTOL STREET LIMITS OF WORK SG 30 5G ODO CM 15 5G EXISTING FULL-WIDTH STREET SIGNAGE ♦ I I I I I I I I I I I ~ I I I I I I I I I I I I 0 c§ ~ IY ~ LL 0 (J) I-\ HYDROZONE -HIGH ·-················································································································· } ························-· IY w w IY 0 CD 2 <( ""') ~ ...J ~~ TCLA, Inc. PLAN NORTH NORTH 20· 10· o 20' 40' 60' ~ID"'~:,,,.□ CORPORATE OFFICE: JOSEPHA. VARONINA.S.L.A. CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293. SCALE: 1"aa2Q' -----■ ORANGE coumv OFFICE: ~L 1360 REYOOLDS AVENUE#112, IRVINE, CALIFORNIA 92514 ~~• (PH) 949-250-1615 (FX) 949-2:50-1801 NO. DATE DESCRIPTION OF REVISIONS RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE SEE SHEET 9 FOR SHRUB TRIANGULAR SPACING DIAGRAM. RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. I SEE SHEET 15 FOR TREE AND SHRUB DETAILS I C-4843 DESIGNED: DRAWN: HK HK CHECKED: DA TE: HK 06-14-2013 BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE PLANTING PLAN R-6019-S CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 12 OF15 7 .,-------CARSON INDUSTRIES PURPLE 10" ROUND VALVE BOX #910-10-48 WITH LOCKABLE LID. 2" ABOVE FINISH GRADE. ~--FINISH GRADE EXTENSIONS AS REQ'D. ,,--BRASS BALL VALVE PVC SCH 80 MALE ADAPTER PROVIDE 1 "-2" AIR SPACE BTWN BOTTOM OF VALVE AND TOP OF ROCK. v,_,,,, ✓---8" MINIMUM LAYER OF PEA GRAVEL BALL VALVE DETAIL ~-RED BRICK TYPICAL, 4 REQUIRED NOTE: HEAT BRAND "BV" ON COVER IN 2" TALL LETTERS, TYPICAL ..-----FINISH GRADE SCALE: NTS ,,---CARSON INDUSTRIES PURPLE 1 O" ROUND VALVE BOX #910-10-48 WITH LOCKABLE LID. 2" ABOVE FINISH GRADE. ,,,---QUICK COUPLING VALVE WITH PURPLE RUBBER CM' lcl.-lt:=1 ,,,----RED BRICK, ( 4 REQUIRED) ,,---1 CUBIC FOOT OF PEA GRAVEL ,,,---BRASS NIPPLE y---BRASS 90 DEGREE STREET ELL ~--BRASS 90 DEGREE STREET ELL ,,,---6" BRASS NIPPLE ,---MAINLINE PIPING AND FITTING NOTE: HEAT BRAND "QC" ON COVER IN 2" TALL LETTERS, TYPICAL 8 QUICK COUPLER DETAIL SCALE: NTS ~~ PLAN NORTH NORTH 20' 10' 0 5 6 20' 40' -- NOTE: PROVIDE 36" LONG EXPANSION CURLS CARSON INDUSTRIES, PURPLE 12" RECTAGULAR VALVE BOX #1419-12-48 WITH LOCKABLE LID. 2" ABOVE FINSH GRADE. PROVIDE EXTENSIONS AS REQ'D. WATERPROOF WIRE CONNECTORS TO IRRIGATION SYSTEM VALVES REMOTE CONTROL MASTER VALVE WITH PURPLE HANDLE. PRESSURE MAINLINE VALVE WIRES TO CONTROLLER, INSTALL MASTER VALVE WIRES PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE 36" EXPANSION LOOP. RED BRICK TYPICAL, 4 REQUIRED NOTE: HEAT BRAND "MV" ON COVER IN 2" TALL LETTERS, TYPICAL MASTER VALVE DETAIL SCALE: NTS PULL BOX DETAIL 60' _-_,_ - - ll'T'----"'CTT' I I. =111 FINISH GRADE AT 1" BELOW TOP OF BOX IN TURF AREAS; 2" BELOW OF BOX IN SHRUB/GROUNDCOVER AREAS. CARSON INDUSTRIES PURPLE 10" ROUND VALVE BOX #91 0-1 0-48 WITH LOCKABLE LID. 2" ABOVE FINISH GRADE. MINIMUM 36" LONG PIGTAILS OF VALVE AND COMMON WIRE WITH NO SPLICES 1 CUBIC FOOT OF PEA GRAVEL RED BRICK, (4 REQUIRED) WIRE RUNS UNDER MAINLINE PIPE MAINLINE PIPING AND FITTING NOTE: HEAT BRAND "PB" ON COVER IN 2" TALL LETTERS, TYPICAL SCALE: NTS TCLA,Inc. ~fP'~,,_ □ CORl'ORATE OFFICE: JOSEPH A. VARCNIN A.S.L.A. CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFICE: 811 ---~L 1360 REYNOLDS AVEt-1.JE #112, IRVINE, CALIFORNIA 92614 SCALE: 1 "=20' ' ~~-(PH) 949-250-1815 (FX) 949-250-1801 3 4 NO. LEGEND 1. NON-PRESSURE LATERAL LINE PIPING. ** 2. PRESSURE MAINLINE PIPING FOR RECYCLED WATER. 3. PRESSURE MAINLINE PIPING FOR POTABLE WATER, IF ANY. 4. CONTROL WIRE-BUNDLE AND TAPE EVERY 1 0 FEET. INSTALL ADJACENT TO PRESSURE MAINLINE. 6' MIN, 7 5. PROVIDE CLEAN BACKFILL 2" UNDER AND 4" AROUND PIPE. 6. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS. 7. FINISH GRADE. 8. PROVIDE A MINIMUM SEPARATION OF 1 0 FEET BETWEEN POTABLE AND IRRIGATION MAINLINE PIPING. * 12"' MINIMUM BACKFILL DEPTH FROM NON-PRESSURE LATERAL LINES ** MINIMUM BACKFILL DEPTHS FROM GRADE TO TOP OF MAINLINE: 24" FOR PIPE SIZES 3" AND LARGER. 18" FOR PIPE SIZES 2 1 /2" AND SMALLER. CROSS-CONNECTION DETAIL SCALE: NTS MAINLINE PIPING, SIZE PER LEGEND CARSON INDUSTRIES PURPLE 1 O" ROUND PLASTIC VALVE BOX #91 0-1 0-48 WITH LOCKABLE LID AND EXTENSIONS AS NECESSARY. TOP OF BOX 2" ABOVE FINISH GRADE IN SHRUB/GROUNDCOVER AREAS. ,,---WIRE CONNECTORS, 3-M 3570 OR EQUIVALENT FLOW SENSOR AS REFERENCED IN IRRIGATION LEGEND FINISH GRADE STRIP SHIELD BRAID BACK 2" FROM END OF CABLE REA PE-89 COMMUNICATION CABLE, WITH 36" MIN. EXPANSION LOOP -SEE MANUFACTURERS SPECIFICATIONS FOR DETAIL. INSTALL IN 1" PVC SCH-40 CONDUIT PIPING, THESE TWO SECTIONS ONLY, TO BE SAME SIZE AS FLOW SENSOR 6" MINIMUM LAYER OF PEA GRAVEL MAINLINE PIPING, SIZE PER LEGEND IJ:;:;:::;u_,i.,,?-1-:::,"""""" COMMON BRICK (4 REQ'D) ALLOW MINIMUM DISTANCE OF lOX FLOW SENSOR SIZE FROM NEAREST UPSTREAM VALVE, FITTING, _m m ITT 11 .. 111- OR REDUCING COUPLER FROM EDGE OF FLOW SENSOR ALLOW MINIMUM DISTANCE OF 5X FLOW SENSOR SIZE FROM NEAREST DOWNSTREAM VALVE, FITTING OR ------------REDUCING COUPLER FROM EDGE OF FLOW SENSOR REFER TO MANUFACTURERS INSTALLATION RECOMMENDATIONS FOR FURTHER DIRECTION DATE RECORD DRAWINGS THESE RECORD DRA'w'INGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS, \,/HILE THIS INFORMATION IS BELIEVED TD BE RELIABLE, CITY OF NE'w'P□RT BEACH IS NOT RESPONSIBLE FDR ITS ACCURACY, NOR FDR ERRORS DR □MISSIONS 1,/HICH MAY HAVE BEEN INCORPORATED INT□ THESE PLANS AS A RESULT, FLOW SENSOR DETAIL SCALE: NTS DESCRIPTION OF REVISIONS 1 2 DESIGNED: CHECKED: r IJ..:l!5-' I ' I ' ,i I LINC ""'° ~ ·-l'.._, >" mn. ~I-:; n CONDtJI f !: __,. - Gl□UNU ~at: 1---..... -~ L.(¢.(Tit,t,1 Pfft M~U l!~ru i:B: SP.t:CIW.J.llCNS 2' (flt-OUT 1(1 UtM)...ilDE PULL '"" -m I , I ~ """~Rt:LI T CCoNCUl'ra At MQIJ(Rm ~~ O,id!n,;t:• IIJO~L l<I~ MW~ Mi DO 0~ 'a4r1li Mt.COW ,iJ.£1 .i!IEh: ~IIT ~TJ.N...I:!:$ $mm_~ 1 riw ... u .:! \ll!IAI fa.0-~o ~T i:O .-ui:i Mllilri Q!laJIT EREN<!lt -!a'Al:E r01 !all 2 POI.! oocu,· ER!:AJ@lS H!irJUED M:R ~Jf"irtC:lU.R!R'S SFRmi11nous. NOTES: i. XU »Jah:n1.r,c,o 11A'i!?M'.-.ftC, liOUN~. N:IJ!l!;, rbt:11.~ A!6 IB,tt;:E 91.6LL 9£ ·!.1'tJ,NL.£'5,'; ':~ 1, PRO'li(D£ J Fl. ~ta AROON[) WINIT otl ,ILL )." !O.n M'l'L£D 'MTN Eli"!:!,[ UlT 01' .'<EWP(IJU' HliAO:l iPnm.:r.w.r.ii!~DJ.PJi.llTMRh"f SINGLE-METER CABINET MOUNTING DETAIL IJrt.W:fl: 111..1.!llU SINGLE-METER CABINET MOUNTING DETAIL Evolutian DX2 stainless steel Mnun1ing P1d-- 28"1e2B"xa• minimum li:J:e conaete pad w· b.,eled edg11 .5" Pedestal Mounting Moulting T111rrrptale .. ,oi,id1di:lrHIIJ mllallllioa, D\Ml PED1DB Bott Holev.-etain11s11tul hllntwara ••ndan:I wlttl anc10,ur1 lt,m Dwcriplion A,B 2• canduit-llati11n wiriPI C 1 • cond1JII -communi1:111i11 D /.t. powsr candub E 1 • conllul • 11111nsor wiring F External ■nlenn■ 0 Groundinr rod Bolt and Conduit Template AUTOMATIC CONTfi'OLLER VANDAL-RESISTANT ENCLOSURE (PEDESTAL MOUNTED) POWER SWITCH 120 VOLT POWER WIRES IN CON(;(JIT, INSTAf...L PER All APPLICABLE COOES ONCRETE BASE FINISH GRADE l':m==rr=n::",'ffi I 1f II -11. 111=111_,-,-- 120 VAC CONNECTION SCALE: NTS IRRIGATION CONTROLLER DETAIL SCALE: NTS C-4843 DRAWN: HK HK DATE: HK 06-14-2013 BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE CONSTRUCTION DETAILS CITY OF NEWPORT BEACH R-6019-S PUBLIC WORKS DEPARTMENT SHEET 13 OF 15 8 9 ,,,-------CARSON INDUSTRIES #910-10-4B ROUND PURPLE BOX WITH LOCKABLE LID. ,--FINISH GRADE PRESSURE REGULATOR B" MINIMUM LAlYER OF PEA GRAVEL PURPLE MAINLINE PIPING RED BRICK TYPICAL, 4 REQUIRED PRESSURE REGULATING VALVE SCALE: NTS ~--------FINISH GRADE z ::,, . z 6" IN. (NTS) 6" MIN. ro~-r---"rlr-cr--r-l-+-7'r-'FTT7F9'n-rl ~ ~-RECYCUED WATER IDENTIFlER TAPE OVER MAINLINE(PURPLE) ONLY. CURB OR PAVING EDGE 85 -~ z II • ~5 ~ ~l=I~-~- ~ to N CLEAN BACKFlLL SOIL (/) 2i z --1, COMPACTED TO MATCH g:; ~ :a 11= NATIVE SURROUNDING SOIL wO ' ~ ~ N 11: ON-PRESSURE LATERAL LINE (PURPUE) 'c-,. 0.. ...,_....,_-JI/~~ '-' I _n 1~1-111 (J 11 I I I I I I :II I I I i' II I "E""l'i~Ei'i'~e: :Ill Ill ---' ' ,ill, ' ,ill, ' ,ill, ' ,ill, ' ,ill, ' ,_-,,,_I== PRESSURE MAINLINE (PURPLE) VALVE CONTROL WIRE ----2" DEEP CLEAN, APPROVED BACKFILL MATERIAL SLEEVING DETAIL -0 I SCALE: NTS aJSTOM le" Hl6H X 24" HIDE X .032" ALUMINUM SIGN. SIGN SHALL HAVE AJRPLE BAGKGROUND itlllTH itllHITE LETTERING AND ARTitllORK itlllTH ROUNDED GORNERS. GHRISTY'S SIGN 11 .35. GHAN6E SIGN SIZE AND THE J/'IORD "REGLAIMED" TO 'REGYGLED", (e,oo) 4be-4Se:3. "UNI-STRUT" SIGN POST OR APPROVED EQIJAL SLOPE TOP OF FOOTING TO DRAIN FINISH GRADE GONGRETE FOOTING GOMPAGTED SUB6RADE NOTES, I. LOCATE SIGNAGE AS SHOJ/'IN ON PLANS. 1 Q RECYCLED WATER SIGN SCALE: 1 /2"=1 '-0" 811 5 6 7 1" MULCH LAYER INN BASIN PER Pl.ANTI NG NOTES EARTH BASIN PER PLANTING DETAILS MULCH LA YER PER PLAIN /-,;,c--;,-;-, 'i=-.. -..~======-rr.--.-:.-r~ .,:·.-~INISH GRADE . . . . :· ••• ·~. ~-\o. • ..... • '• •• •,A• \ • •• •1,•'a • -ol• •• =ITT:=-' I ,-,-PLANT PIT 11 ,_ 111~ -Ill: 11=111 111=-1 I I 111=111! I _.--RDOTBALL RAINBIRD RWS-M-B-C-1402 ROOT WATERING SYSTEM, SET FLUSH WITH MULCH COVER 1/2" SWING ASSEMBLY LATERAL LINE AT 12" BELOW FINISH GRADE. LOCATE TEE OR ELL FLUSH TO EDGE OF PLANT PIT AMENDED BACKFILL DWS BUBBLER DETAIL SCALE: NTS ,......___IRRIGATION LATERAL LINE, SEE PLAN DWS BUBBLER PER LEGEND, TWO PER TREE WITHIN BASIN ~~-,~-PLANT ROOT BALL, SEE PLAN I I r,j ~PLANT J r~ / 1.,__./'_.,r 6' MIN. FOR 36" BOX 4' MIN. FOR 24" BOX DWS BUBBLER DETAIL -PLAN VIEW SCALE: NTS PAVING MATERIAL BASE MATERIAL COMPACTED SUBGRADE WATER MAINLINE AND/OR WIRE BUNDLE WITHIN THE SLEEVE. SEE PLAN FOR PIPE SLEEVE SIZE AND LOCATION. 11:::.----PVC SLEEVE, BORED UNDER /J,. HARDSCAPE SURFACE. REFER TO ~~=:1 PLAN FOR PIPE SIZE AND LOCATION. SLEEVING DETAIL ' SCALE: NTS TCLA,Inc. ~~:::,,,.,._ 0 C0RP0RAlE OFFICE: JOSEPH A. VARONIN A.S.L.A. CA#1737 27005 SMYTH DRIVE, VALENCIA. CALIFORNIA 91355 (PH) 661-702-1(}11 (FX) 661-702-0293 ■ ORANGE COUNTY OFFICE: 1360 REYNOLDS AVEl'I..IE #112, IRVlr-E, CALIFORNIA 92614 (PH) 94f>.25().1S15 l)'X) 949-250-1801 3 4 NO. DATE 24" MIN. ,,,,,--POP-UP ROTATOR HEAD WITH PURPLE RUBBER CAP, 1" ABOVE FINISH GRADE '---PVC LATERAL LINE AND FITTING POP-UP SPRINKLER HEAD DETAIL SCALE: NTS THREADED BUBBLER PER IRRIGATION LEGEND, 3" ABOVE MULCH LAYER 1" MULCH LAYER PER PLANTING NOTES EARTH BASIN PER PLANTING DETAILS MULCH LAYER PER PLAIN ' , , , FINISH GRADE . . . IO O o •· " • • I. o\ • • • ' . PLANT PIT --SHRUB ROOTBALL 1/2" PVC SCHEDULE 80 RISER PVC 90 DEGREE STREET ELL MARLEX 90 DEGREE STREET ELL PVC LATERAL FITTl NG LATERAL LINE AT 12" BELOW FINISH GRADE. LOCATE TEE OR ELL FLUSH TO EDGE OF PLANT PIT - - - - " m_ m_ f[T- _, I l=I I l=I I I=-'',_, I,- SHRUB BUBBLER DETAIL DESCRIPTION OF REVISIONS SCALE: NTS N 1 2 ,,,--LATERAL LINE TO VALVES r---SCH 80 PVC MALE ADAPTER ,,,--CARSON INDUSTRIES PURPLE 12" RECTAGULAIR VALVE BOX # 1419-12-4B WITH LOCKABLE LID. 2" ABOVE FINISH GRADE. PROVIDE EXTENSIONS AS REQ'D. WATERPROOF WIRE CONNECTORS -~rs;_-PROVIDE 36" LONG EXPANSION _ CURLS --~~T° UNION REMOTE CONTROL VALVE WITH PURPLE HANDLE PVC SCHEDULE 80 NIPPLES TYP. RED BRICK TYPICAL, 4 REQUIRED -11----PRESSURE MAINLINE SXSXT FITTING ~~==~--COMMON AND CONTROL WIRES NOTE: HEAT BRAND CONTROLLER & VALVE NUMBER ON COVER IN 2" TALL UETTERS, TYPICAL REMOTE CONTROL VALVE SCALE: NTS -Ill I ·111 11 I 6" MAX. ,,,..----FINISH GRADE ----FACE OF EXISTING FENCE ~---PVC 9D DEGREE STREET ELL __,.----MARLEX 90 DEGREE STREET ELL RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TD BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FDR ITS ACCURACY, NOR FDR ERRORS DR □MISSIONS WHICH MAY HAVE BEEN INCORPORATED INT□ THESE PLANS AS A RESULT. STANDARD RISER HEAD DETAIL SCALE: NTS BRISTOL STREET LANDSCAPE IMPROVEMENTS C-4843 LANDSCAPE CONSTRUCTION DETAILS DESIGNED: DRAWN: CITY OF NEWPORT BEACH R-6019-S HK HK CHECKED: DA TE: HK 06-14-2013 PUBLIC WORKS DEPARTMENT SHEET 14 OF 15 IRRIGATION MAINLINE ------7-BRISTOL STREET 24" O.C.W.D. RECLAIMED WA LINE PUll BOX CYPRESS STREET SANTA ANA HEIGHTS LANDSCAPE RESTORATION PROJECT R-6014-S. 1" o--Y II II II II II /)) f11 1/// 1/// 'l // 11 II II II 1111 11 II I I I I I\ \ 1------------------\\ EXISTING RAINMASTER CONTROLLER.-~ CONTRACTOR SHALL PUUL VALVf. WIRES FROM THE BRISTOL STREET PROJECT IDENTIFIED AS "A" CONTROLLER WIRES, COMMON WIRE, AND SEPARATELY, THE TELEMETRY WIRE IN PVC CONDUITS TO THIS LOCATION AND CONNECT WIRES TO AVAILABLE STATIONS AND TERMINALS AS APPROPRIATE. REFER TO LANDSCAPE IRRIGATION PLANS BY DAVID A. PEDERSEN, INC. NEWPORT BEACH, CA (949} 251-8999. INSTALL ALL SUBMITTAL ITEMS AND CHARTS AS DENOTED WITlilN PLANS AND SPECIFICATIONS. &'" 2' t 1-w w ~ en en en w er: g: (.) CHAIN LINK FENCE ----- MAINLINE AND EQUIPMENT ARE SHOWN IN THE STREET FOR DESIGN CLARITY. INSTAU. IN PLANTING AREAS. 2" EXISTING TELEMETRY CABLE SLEEVE 2" EXISTING IRRIGATION CONTROL WIRE SLEEVE ci ci [/) [/) ' OJ ' I 0 I N N I I - "XB"X1 6" CMU BLOCK PILASTER, GROUT SOLID (4)-#4 VERT. SPREAD BARS AT FOOTING />S SHOWN 1:.':!:11--r-#3 TIES - APPROX. 2" FAUX ROCK VENEER EDGE OF CAP SECTION 6 2'-4" SQ. 2'-0" SQ. ' 'i' :.;. STONE PILASTER 0 IRRIGATION MAINLINE IZI 24" O.C.W.D. RECLAIMED WATER LINE --~------ INSTAUL 2" LOCATE RECLAIMED WATER ~ MffiR APPROX THIS LOCATION @ CONNECT TO EXISTING 24" O.C.W .. RECLAIMED WATER LINE @ EXISTING 2" TELEMETRY SLEEV EXISTING 2' IRRIGATION CONTROL WIRE SL EXISTING UTILnY CABINET---~ EXISTING ELECTRICAL MffiR CABINET EXISTING ELECTRICAL METER ___ ,.- @ INSTAUL NEW IRRIGATION CONTROLLER 'B' TO _ __, FACILITATE BRISTOL SOUTH PROJECT FROM FREEWAY OFF-RAMP TO JAMBOREE ROAD. FINAL LOCATION SHALL BE VERIFIED WITH ENGINEER. POUR-IN-PLACE CONC. CAP. MEDIUM SANDBL/>ST FINISH. PROVIDE SAMPLES FOR APPROVAL BY ENGINEER. NATURAL COLOR CONCRETE. 6"XB"X16" CMU BLOCK PILASTER, GROUT SOLID ~-.,4 BARS, (4) VERT AT CORNERS, SPREAD ENDS IN FOOTING FINISH GRADE FAUX ROCK STACKED "FARMER" STONE VENEER. MATCH THOSE AT MESA-BIRCH PARK. PROVIDE SAMPLES FOR APPROVAL BY ENGINEER. #3 TIES q. AT TOP, MID AND FOOTING ---CONCRETE FOOTING SCALE: 1/2"=1 '-0" CHAIN LINK FENCE STONE PILASTERS, TYPICAL 11 MAINLINE AND EQUIPMENT ARE SHOWN IN THE STREET FOR DESIGN CLARnY. INSTALL IN PLANTING AREAS. 1" TELEMETRY SLEEVf. TO INTERCEPT EXISTING 2" SLEEVE AT STREET BRISTOL STREET UNKNOWN VAULT □ UNKNOWN VAULT w ~ a. s w ~ @ EXISTING EDISON BOX ID 8 POINTS OF CONNECTION CONTROLLER 'A' SCALE: 1"=20' 7 POINTS OF CONNECTION CONTROLLER 'B' SCALE: 1"=20' 811 RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CnY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. TCLA, Inc. 0jji:;e:o'~,...□ CORPORAlE OFFICE: JOSEPHA. VARONINA.S.LA. CA#1737 27905SMYTH □RIVE, VALENCIA, CALIFORNIA 91355 (PH) SS1-702-1011 (FX) 881-702-0293 ■ ORAN3E COL-"ITY OFFICE: 1360 REYNOLDS AVENUE #112, IRVltE, CALIFORNIA 92614 (PH) 949-250-1615 iFX) 949-250-1801 4 5 NO. ~----------OTHER EDGE Of D.G. TO HAVE MATCHING HEADER, OR D.G. WILL BE ADJACENT TO CONCRETE OR OTHER FINISH SURFACE. SEE PLAN. ,---------.3" LAYER DECOMPOSED GRANITE 45° ANGLE PAVING. SEE PLAN FOR LAYOUT. SEE NOTES BELOW FOR TYPE AND INSTALLATION PROCEDURE. ~-MULCH LAYER PER PLAN FINISH GRADE CONTINUOUS 2"x4" S4S REDWOOD HEADER OR 3-1/2"x4" LAMINATIONS ON CURVES 2"x18" S4S REDWOOD STAKE @ 4' O.C., POINTED AT ONE END. DOUBLE STAKE AT AUL SPLICES. 1. ALL DECOMPOSED GRANITE SHALL BE 1/4" MINUS, COLOR TO BE SELECTED BY THE ENGINEER. SUBMIT SAMPLES FOR APPROVAL 2. "STABILIZER" BINDER SHALL BE INCORPORATED THOROUGHLY WITH ALL D.G. AT A RATE OF 10 POUNDS PER TON OF D.G. OR AS RECOMMENDED IN WRITING BY MANUFACTURER FOR APPROVAL. 3. "D.G." & "STABILIZER" SHALL BE INSTALLED IN ONE APPLICATION, DRY, PRE-MIXED AT SUPPLIER OF D.G. & THEN WATERED, THEN ROLLED/COMPACTED TO A MIN. 95% COMPACTION. 4. PROVIDE SAMPLE Of D.G. (AS IT WILL BE MIXED WITH "STABILIZER") FOR APPRDVAL FROM THE ENGINEER PRIOR TO PURCH/>SE & INSTALLATION. 5. HEADER EDGINGS />S DETAILED ABOVE SHALL BE INSTALLED AT ALL EDGES Of D.G. PAVING EXCEPT AT CURBS, ASPHALT, CONCRETE PAVING, OTHER HARDSCAPES ETC. 6. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH THE PURCH/>SE RECIEPT FROM THE DECOMPOSED GRANITE SUPPLIER, DENOTING "STABILIZED" DECOMPOSED GRANITE W/>S PROVIDED AND THE RATE OF STABILIZER ADDED PER TON OF DECOMPOSED GRANITE. 7. THE SURFACE OF THE D.G. SHALL BE SMOOTH HAVING NO HOLES, SOFT SPOTS OR SLUmNG AT THE EDGES, IT SHOULD BE A HARD SURFACE AND CONSISTENT THROUGHOUT THE POUR TO THE CITY'S SATISFACTION. DATE STABILIZED DECOMPOSED GRANITE PAVING SCALE: NTS PRIVATE SERVICE LJNE CONSTRUCTION NOTES: 3 G) Mo1e IPl bross ni pple on (private) service line 13 6 @ Bronz.e meter flange, lemole ·1P'T inlet. F-ord CF -31-7 7 or Jones J-129- 0 Meler shall be 1instolled 'by Cily ofter meter bo~ is in pl ac-e. (D Angle meter ba\1 :stop with Jemale WT Inlet and 1:ee-heod with lock-wing, fones J-1'974-W or Ford BFA13-777W. @) l ype "K" rigid copper tubi'n9. @ Long rod_lus 90" elbow, NIBC0 or ,equivolen t •domestic copper l 11t1ng. 0 Copper couplin9, Nl8CO or 1;1quivoli1,nl dom .. $lk -t:,:,pper fitting, If servic:e tine is over 1.0 1ed 1n ~1:ngth. For r~poirs comprnssion iitLings moy be vsed -with special oµp.-oval from lh.e IJUitics 'Division. @ Mcie IPl inklt by mole WT outlet b oll corpDrol:ion slop, Jones J-1943 or Ford FB-500-7, GENERAL NOTES: SPECIAL NOTES: 1. Pro,.uro mt for two (2) hour, at 200 PSI. 2. Wax wrap saddle with 20 MILS of vlaqueen. 3. All bott. aholl bo moallo--coat.d. .. .... ,. 7 5 @ Double b-ronze -strap ·service saddle with Iron P,ipe lhread. Jones J-979 or Ford 202B-iP7. @ Col'\Crete meter Ii-ox, -Eisli:: j-655½. BoJleS :!lubjed to traffk: kloding require steel traffic covers. @ Copper 45' elbow, iNIBCO or equlvalent domestic copper fitting. @ t' 8r<'.1$~ -coupling, (H,r..,,oded) ,:in ,Corp @ Copper adop ter, male IPT x wrol ,copper, iNECD twico!. 1. "Wrot copper. Silver brazed. sol-der couplings wm be permjtted at intervahi ,of 20 feet or .greoter 2. lubin g may not be bent AH deflections (lnd changes "in direclicm -of ,copper "tube "Bhal be a accomplished :by means cif wn:it copper titting::;. Bfi'lt or damoged ,copper •in~ sttol• be reFc1ed. 3. Sp,:,ein9 of m,.,Hiple s,;,rviee 'l;Qnn1;1dions s:ho~ bei o minimum of 2 4" oport -ond 4-5• ,;,ngle or otherwiH permitted by l,,l liliti,;,,s {)ivision. 4. Seo SfD-505-L for servico connecfo:ms on steel woter ..-noins 5, Leod solder shell not be o se-d. Solder shall be silver bosed material. -6. f'lare and compression fltllngs are :st<i'ctly prOhlbited. 7. Moinloin po!!ilive !!lop<! in !ll!!rvice li11e from waler mor1 lo rnel:er box !..1oin moy be t opped -ol -spring line (by !!peciol perml!t!!ion only) where mains are shonow or other condltlans .warrant. 8. All iiUing:i .sholl be 2" diom-etcT. 9. 'Where services ore lo be insta lled on -sl eel waler m ains, refer to SID-505-L WATER METER DETAIL SCALE: NTS DESCRIPTION OF REVISIONS LODGEPOLE STAKE NAIL TO STAKE PER LOOSELY LOOP AROUND TREE IN "FIGURE 8" MANNER TREE TRUNK MANUF'S RECOMMENDATIONS .,--,APPROVED STREET TREE, 24"-36" 1 2 3 'CINCH-TIE' DETAIL BOX SIZE. THIN CANOPY TO REDUCE WIND RESISTANCE, AS NEEDED. REMOVE NURSERY STAKE IF ANY. ORIENT THE TREE WITH SECTION OF TRUNK SHADED BY NURSERY STAKE TO THE NORTH. 2"X10' DIAMETER LODGEPOLE PINE ----~ V.I.T. CT-32 'CINCH-TIES' _ 4 PER TREE. 30" MIN. DIAMETER BERM CAPABLE OF HOLDING 20 GAL. OF WATER. IMMEDIATELY PRIOR TO BACKFILL REMOVE TREE FROM CONTAINER. CAREFULLY PLACE IT INTO PLANTING PIT. PRUNE KINKED ROOTS. DO NOT BREAK OR OTHERWISE DISTURB ROOTBALL. 2" LAYER MULCH (1" WITHIN BASIN). CLEAR AWAY FROM TRUNK. ~~i~~~~----===~= UNDISTURBED NATIVE SOIL. Il- l MOUND NATIVE SOIL BENEATH TREE, I ASSURE THE ROOTBALL CROWN IS I 2" ABOVE FINISHED GROUND. I -!j--------12" DIAMETER AUGER HOLE 2-4X ROOTBALL BENEATH ALL TREES, MINIMUM 6' DEEP OR TO DEPTH />S APPROVED BY ENGINEER FOR PERCOLATION. BACKFILL WITH SITE SOIL. INSTALL OUTSIDE FOOTIPRINT OF ROOT BALL. 1. PLANT 50' MIN. FROM BCR ON THE APPROACH TO AN INTERSECTION AND 15' FROM THE ECR ON THE EXIST SIDE AS APPLICABLE. 2. PLANT 10' MIN. FROM EDGE OF DRIVE APPROACH. 3. PROVIDE 10' CLEARANCE FROM UTILITY AND SEWER LINES. 4. PLANT 20' MIN. FROM STREET LIGHT AND POWER POLES. 5. WHERE THERE IS NO SIDE WALK, PLANT TREE IN THE CENTER OF PARKWAY. 6. PLANT TREE 3' MIN. FROM CURB. TREE PLANTING DETAIL SCALE: NTS PLANT 2" EARTH WATERING B/>SIN, ROOT BALL -TOP SHAUL BE 1 " HIGHER THAN FINISH GRADE. BACKFILL -AMEND ONLY PER SOILS REPORT FOR TREES AND SHRUBS. SEE SPECIFICATIONS. 2" MULCH LAYER PER PLAN (1" THICK WITHIN BASIN). FINISH GRADE. i -=i~I I i' I i'-~~ O:i 1 :_ 1 ---~~l~~D s~~~o~~:ED AND FINISH "'..,....__-=tl,4=<~~~-111=- l l, I ,l 11 , 111~1 11 ~ ~ I I 11 2X ROOTBALL DIAMITER. MIN. TREE PLANTING DETAIL ,. "'· • • • =iTT==m=ni=TTI ~~,,,~,,,w11· ,11 ,,~~ I l=ilT .. W~ -, I I 5" CONCRETE PAVING DETAIL NOTES: 1. SCARIFY SIDES OF PLANT PIT PRIOR TO smlNG PLANT. SCALE: NTS 1 /2"R AT EXPOSED EDGES, 1 / 4"R AT CURBS AND WALLS BROOM FINISH 4" DEEP NATURAL COLORED CONCRETE SLAB COMPACTED SUBGRADE NOTE: 1. CONTRACTOR SHALL SUBMIT SAMPLES OF FINISHES TO OWNER FOR APPROVAL PRIOR TO INSTALLATION. SCALE: 1-1I2"=1·-o" C-4843 BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE CONSTRUCTION DETAILS DESIGNED: DRAWN: CITY OF NEWPORT BEACH R-6019-S HK HK CHECKED: DA TE: HK 06-14-2013 PUBLIC WORKS DEPARTMENT SHEET 15 OF 15 JOHN WAYNE AIRPORT BRISTOL STREET CITY OF COSTA MESA Qr' CITY OF 4p IRVINE ~ PA.c1r-1c PROJECT LOCATION VICINITY MAP NOT TO SCALE EMERGENCY TELEPHONE NUMBERS SOUTHERN CAf.lFORNIA GAS COMPANY SOUlHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE CO\JNTY SANITATION DISTRICT TIME WARNER CAEILE t.4ESA CONSOI.IOATED WATER DISTRICT IRVINE RANCH WATER DISTRICT ORANGE COUN1Y I\IAltR DISTRICT CONT A.CT: BEN Sidi 1H DAY {800) 624-8153 {800) 611-1911 ~ 800~ 332-1321 949 644-3011 714 962-2411 (714 542-6222 (949) 631-1291 (949) 453-5456 (714) 378-3200 (949) 644-3717 PROJECT AREA , "l" 1, I LI! 1 i '\. - -~ c " 5 " ' I . CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG T I -. '- a I ' 7 I ffi I f- I "' ; I -, ~ ' -- -.BRlSlO.!l;TREE.1 SOUTH --------- !ii /!'. ,. ii I ORANGE COUNTY WATER DISTRICT CONTACT PERSON BEN SMITH (714)378-3211 I ' ,~ " "' " I ------------- BRISTOL STREET LANDSCAPE IMPROVEMENTS C-4843 ,f) I • ; I -I ; - APPROVED;_.-=-=~~~::'.'::~==-~!.!-,,~l_;.L:.__---- PU APPROVED: ~) -~ -; -~---~--_-_- -DEUTY PUauc ORKSOIRECroR, c1TY ENGINEER R.C.E.NO. #W.. PROJECT AREA -J ' -,. - - - - ~~ , \ ,/ ·/ ,, ~ = -I \ T -~ --" 7 ----•-----\ ~ =- I UJ SK 73• CORONA CS..M4JU~~AY \ ; ---- I \ - - ~ , ~ ~ ----------,. I -- - -----------------------------~-----~.,2.,~.!:Pw-----~:-----1 I I I I ...'.:. ' I ,g I --~ "t~ w " _/ / i -ir --• h1i Ii ' 1 I I j r· '\ t .. BRISTOL STREET LOCATION MAP NOT TO SCA!.£ TCLA,Inc. 0 CORPORI\TE OFFICE: JOSEPHA. VARONJMA,S,LA. CA/11737 2700SSMVTHDR!VE, VALe!JCtA. CAUFORNtA 91:!M (PH) 61ll-10MMt /fX) M1-7t12./129~ ■ ORANGE COUNTY Ol'FICE: l'llin Rl'YNOIDS AVENUE# 112, lll!llNI!, CALIFORNIA 92614 (PH) 94&,250-1515 IFX)949-25'HB01 . II.. ~ - APPROVAL Rl:~MMENDED: NICIPAL a>ERATIONS OEPARllilEN DA1E: {p /t ~1/J ' " . l ?=int<-/ Rtd linl AS-built:S -/0-/ Lt CONSTRUCTION GENERAL NOTES 1. All WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH 'THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION AND SUPPLEMEN1S TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISilNC UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSlBLE FOR VERIF'f!NG THE ACTUAL LOCAilON ANO ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, D!'~ENSION, ANO FINISH TO ADJOINING IMPRO\IEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY FACILITY/UTILITIES AS NEED TO THE SATISFACTION Of THE ENGINEER_ (e.g. WA1£R VALVES, SCO, SURVEY MONUMENTS, PULL BOXES. SEWER AND STORM DRAIN MANHOLES) FRAMES ANO COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY O'THERS. 6, ANY DISCREPANCIES ON THE DRAWINGS OR SPECIFICATIONS SHALL BE (;ALJJ:0 TO 'lHE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE THE RESPONSIBILITY ON ----~----_ CONTRACTOR FOR CORRECTION. --• '. '""' 7. ANY WORK NOT INDICATED ON THE DRA'MNGS BUT CAlilO FOR IN THE SPECIFICATIONS OR VICE-VERSA, SHAU BE FURNISHED AND PERFORMED AS 'lHOUGH SPEC1FICALL Y INDICATED AND CALLED FOR IN BOTH. /\NY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES ANO LAWS SHALL BE REPLACED AT lHE CONTRACTOR'S EXPENSE. 8. UNLESS OTHERWISE NOTED. ALL UllUllES SHALL BE PROTECTED IN PLACE. 9. TOTAL PLANTING AREA = APPROXIMATELY 72,BBS SQUARE f'EE1. 10. IRRIGATION WATER SYSTEM IS RECLAIMED FROM O.C.W.D., SEE IRRIGATION Pt.ANS, 11. NOTIFY O.C.W.D. AT LEAST TVKl (2) WORKING DAYS IN ADVANCE bf''WORK RELATING TO TliE WATER MEiER EXCAVATION AND HOT TAP FOR ON-SITE INSPECTION. PR~URE TEST FOR TWO (2) HOURS AT 200 PSI. ,-- 12. EXISTING UNDERGROUND AND ABOVEGROUND FACILITIES; THE'. EXISlENCE AND LOCATION OF ANY U11UTY FACILITY (PIPES, CONDUITS, STRUCTIJRES, ETC.) SHOWN ON THE DRAWINGS_ ARE DIAGRAMMATIC AND ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF THE CIT'rS KNOWLEDGE. WHETHER SHOWN ON THE Pt.ANS OR NOT, lHE CONTRACTOR IS RESPONSIBLE TO TAKE DUE PRECAUTIONARY MEASURES TO VERIFY 1HE LOCATION AND DEPTH OF THE UllUTYFACIUTIES, INCLUDING POT.,.HOUNG, 0 AND PROTECT THE U11UTY FACILlllES IN PLACE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY lHE ENGINEER OF CONSTRUCTION AC11VlllES NEAR UTILITY FACILITIES. SHEET INDEX 1 TITLE SHEET 2 LANDSCAPE CONS'TRUCTION P. 3 LANDSCAPE coNsTRucnoN p·, lf~11t%iir 4 LANDSCAPE CONSTRUCTION ~J:t\/:'.?"}:";''-71/'. s LANDSCAPE IRRIGA110N Nof~~ Aio LtitNDS 6 LANDSCAPE IRRIGA 110N Pl.All __ 7 LANDSCAPE IRRIGATION ptlfiJ B LANDSCAPE IRRIGATION PLAN 9 LANDSCAPE PLANTING LEGEND 1 D LANDSCAPE PLAN TING PLAN 11 LANDSCAPE PLANTING PLAN 12 LANDSCAPE PLANT!NG PLAN 13 LANDSCAPE CONSTRUCTION DETAILS 14 LANDSCAPE CONSTRUCTION DETAILS 15 LANDSCAPE CONSTRUCTION DETAILS PLANTING GENERAii. NOTES 1. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL. CODES. 2. CONTRACTOR SHALL MAKE HIMSELf FULLY AWARE OF $!TE CONDfTIONS PRIOR TO ISSUING HIS BID. LACK OF KNOWLEDGE OF EXISTING SITE CONDITTONS SHALL NOT BE A BASIS FOR ADDITIONAL COSTS DURING CONSTRUCTION. - 3. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY Sf-lOULD ANY OISCREPANtlES BE FOUND ON THESE PLANS. ANY WORK PERFORMED BY THE CONTRACTOR -R TO RECEIVING A CLARIFlCATION FROM THE ENGINEER MAY REQUIRE REMOVAL AND RE-CONSTRUCTION OR WORK PERFORMED BY THE CONT'RACTOR AT THE CONTRACTOR'S EXPENSE. 4. CONTRACTOR SHALL NOTIFY THE ENGINEER IM~TELY SHOULD FIELD CONDITIONS VARY FROM THE PlANS. - 5. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO At-N EXCAVATION. ANY DAMAGE TO EXISTING SITE ELEMENTS OR UTILITIES SI-IALL BE IMMEDIATELY AND PROPERLY REPAIRED TO 175 FORMER STATE AT NO ADDITIONAL COST TO THE CITY, 6. THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION f.S DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONGITIONS SHALL BE IMMIDATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. CONTRACTOR SHALL ASSUME FULL RESPONSIBIUTY FOR Af..L NECESSARY REVISIONS OUE TO FAILURE TO GIVE SUCH NOTIFICATION PRIOR TO BEGINNING WORK. 7. CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON T11E SITE AT ALL TIMES DURING CONSTRUCTION THROUGH COMPLETION Of PICK-UP WORK. 8. CONTRACTOR SHALL REMOVE ALL EXCESS SOIL GENERATED BY HIS OPERATIONS FROM THE SITE, PER ALL APPLICABLE CODES. - 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF DEBRIS FROM SITE, PER ALL APPLICABLE CODES, AS WAS CREATED FROM HIS CONSTRUCTION ANO/OR DEMOLITION OPERATIONS. 10. ALL PAVING INSTALLED AS A PART OF THIS WO~K SHALL DRAIN AT A MINIMUM OF 1%. ALL PLANTER AREAS INSTALl.ED /IS A PART OF THIS WORK SHALL _DRAIN AT A MINIMUM OF 2% tN A UNIFORM SMOOTH SURFACE WITH OUT LOW SPOTS OR EROSION SCARS. WATER SHALL NOT BE ALLOWED TO GATHER AND DRAIN IN A CONCENTRATED MANNER SO AS TO CAUSE EROSION. C-4843 REVIEMD: IRIS LEE, RCE 65329 SENIOR CIVIL ENGINEER DESIGNED: DRAMl: HK HK CHECKED: DA lE: HK 08 08 2012 BRISTOL STREET LANDSCAPE IMPROVEMENTS TITLE SHEET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6019-S SHEET 1 Of 15 1-w w ::c (J) (/) :r: I-. w >--------11 0 ~ w w en llJ z ...I ::c ~ ::lE 1-w w Ct'. ~ (/) I u a::: ID 811 RECLAIMED WATER MAINLINE EXISTING CONCRETE SIDEWALK, PROTECT IN PLACE CHA!NLINK FENCE WATER FACILITY ENCLOSURE, PROTECT IN Pl.ACE EXISTING CHAINLINK FENCE LOCATION, PROTECT IN PLACE, TYPICAL DENOTES APPROXIMATE TOP OF SLOPE . ,., ~ BO' ' r:-7 1<', I I 'vi I. 12' l • SR 73. CORONA DEL MAR FREEV'JAY APPROXIMATE LOCATION .OF FUTURE NlWPORT. BEACH GATEWAY SIGNAGE AREA, BY OTHERS. LIMITS OF WORK EXISTING ACCESS GATE. PROTECT IN PLACE ~ EXISTING GUARDRAIL, PROTECT IN PLACE EXISTING CONCRETE DRIVE ACCESS, PROTECT IN PLACE EXISTING CURB, PROTECT IN PLACE / / EXISTING CONCRETE SIDEWALK, PROTECT IN PLACE SR 73 -CORONA DEL MAR FREEWAY RECLAIMED W PROTECT IN PLACE ALL UTILITIES UNLESS SPECIFICAll Y NOTED TO REMOVE OR MODIFY. AIDJUST TO GRADE (TYPICAL) EXISTING CHAINUNK FENCE LOCATION, PROTECT IN PLACE, TYPICAL DEMOLISH AND REMOVE 98 LF. CONCRETE SIDEWALK, BREAK AT EXISTING CONCRETE SIDEWALK, PROTECT IN PLACE ONLY 20 FEET. NEAREST JOINT, (APPROX 467 SQ. FT.) qucurt1ri.t'5 u,<--1rvl to pto.11 ~Gt§) PLAN NORTH NORTH 20· 10-o 20' 40' 60' ---SCALE: 1"=20' ENOTES APPROXIMATE TOP Of SLOPE LIMITS OF WORK r EXISTING CURB, PROTECT IN PLACE BRISTOL STREET I TCLA,Inc. ~~::::,.. O CORPORATE Ol'flct!: JC$1!PHA. VARCNl~A.S.LA. CA/11737 279;)5 SMYTH DIWE, VALENCIA, CALIFORNIA 91355 il'Hl00!-702-1011 !FX) 651'701.:o:!93 ■ ORA~GE COUNTY Of!=fCE; 1360 REYNOLDS AVl'NUE#U2. IR\/INE, CAUFORNIA 91.614 {PW, !k9-250-1615 (FX)-94~~1801 I l NO. BRISTOL STREET 0 DATE PROTECT IN PLACE AU UTIUTIES UNLESS SPECIF1CALLY NOTED TO REMOVE OR MODIFY. ADJUST TO GRADE (iYPICAL) RECLAIMED WATER MAINLINE OESCRIP110N OF REVISlONS -- RECLAIMED WATER MAINLINE EXISTING CHAINLJNK FENCE LOCATION, PROTECT IN PLACE, Tl'PICAL EXISTING CONCRETE SIDEWALK, PROTECT IN PLACE 1-w w g: en :c (.) Ct'. r.:o SR 73-CORONA DEL MAR FREEWAY JAMBOREE ROAD EXIT r: .4 I i p; I tlS r .<.r$ o 1'/ t:, e co,,1 J Iv! cJ11).,1 u.J/1trt ddtttt{ 1-w w :r: (f) ::c I-. s s w r.:o llJ w (f) w z :J r. ~ ~ ::c (J) UJ UJ (f) DENOTES APPROXIMATE TOP OF / SLOPE EXISTING CHAINLINK FENCE STONE VENEER @ERS, TYPICAL IJJ z DESIGNED: CHECKED: H LOCATION, PROTECT IN PLACE, TYPICAL □ Do 0 20' EXISTING CURB, PROT T IN PLACE 20' 20 1- PROTECT IN PLACE ALL UTILITIES UNLESS SPECIFICALLY NOTED TO REMOVE OR MODIFY. ADJUST TO GRADE (TYPICAL} --ttr--w a::: I- C!) Cl) Cl) ~ g: 0 1 {0rt(f:t t{" ··:4 1~1( .::l.s 1X 'ti"' AfffiJatti' 1.v·uJ adcl(J, r/J Otci>1t,cl1rc OC14'D /Vit,.11 h1,,{{ BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE CONSTRUCTION PLAN C-4843 DRAWN: HK CITY OF NEWPORT BEACH R-6019-S DATE: HK 06-14-2013 PUBLIC WORKS DEPARTMENT SHEET 2 OF 15 N 1- w STONE VENEER ~ PILASTERS, TYPICAL -~ @ PROTECT IN PLACE ALL UTILrTIES UJ DENOTES APPROXIMATE TOP OF UNLESS SPECll"ICALLY NOTED TO EXISTING CHAINLINK FENCE SLOPE REMOVE OR MODIFY. ADJUST TO lJJ LOCATION, PROTECT IN PLACE GRADE (iYPICAL) Z TYPICAL ::Jit--J--.L------~-...£.._-__:._--L.~-z:----------::,,,...-,:::::.:::::::_ __ ~__,.L _____ ~L~IM~l~T_::S~O::F~W'.!O~~RK~-----_:~------------------"='""' ........ ~ u i_n □ o o ~F~~::s::;i~~:: 0 ==::===:::::s::;;::====~;J.,::::~;=::========~=======~=======e===~~==~?"'--===i,~ ~ EXISTING CURB, PROTECT IN PLACE EXISTING DEPRESSED CURB, PROTECT l'>I PLACE BRISTOL STREET ---'-'\._EXISTING CONCRETE-GUTTE~ "'--PROTECT IN PLACE ---------------· ------ / RECLAIMED WATER MAINLINE CONTRACTOR SHALL REMOVE APPROXIMATELY 3.300 SQ, FT. OF EXISTING A.C. PAVING. REPLACE WITH 4• DEEP 1-CONCRETE PAVING WITH NATURAL GRAY COLOR AND W MEDIUM BROOM FINISH PERPENDICULAR TO FLOW OF W TRAFFIC. EDGE OF PROPOSED CONCRETE TO BE ALIGNED WITH VAULT AS .SHOWN. CONCRETE .PAVlNG. SHALL SE FUJSH WITH TOP OF' ALL UTH.llY VAl LT$ AND BOXES. CONTRACTOR SHALL REMOVE APPROXIMATELY 620 SQ. FT. OF EXISTING A.C. PAVING. REMOVE :30" DEEP t.AYER OF SOIL FROM SITE. REPLACE WITH ON-SITE SOIL FROM !"LANTING EXCAVATIONS AND PREPARE PER SOILS REPORT RECOMMENDATIONS. JAMBOREE ROAD EXIT EXISTING CHAINUNK FENCE LOCATION, PROTECT IN PLACE, iYPICAL SR 73 -CORONA DEL MAR FREEWAY CONTRACTOR SHALL REMOVE APPROXIMATELY 3,300 SQ, Fi. OF' EXISTING A.C. PAVING. REPLACE WITH 4" DEEP CONCRETE PAVING WITH NATURAL GRAY COLOR AND MEDIUM BROOM FINISH PERPENDICULAR TO FLOW OF TRAFFIC. @ EXISTING ASPHALT MEDIAN 1-w w I (I) (I) i!: ~ w al LU w <.n w z ::J I 0 -------~ -~ EXISTING STREET STRIPIING --------- EXISTING CURB, PROTECT IN PLACE ---- © EXISTING CHAINUNK FENCE LOCATION, PROTECT IN PLACE, ! @ ~=L _ _J_ ________ ~ __________ J ________________________ ~_..;___ ___ _j ____ --'---------------------~~-----------·---------i w > 0 TYPICAL ~ w w EXISTING CURB & GUTTER, PROTECT IN PLACE ' r-'-------~······- -_ JlRISTOL S.IBEET_ 811 EXISTING ASPHALT MEDIAN JAMBOREE ROAD EXIT w :> z w ~ w (.) ~ 0.. (J) ~~ PLAN NORTH NORTH 20· 10• o 20' 40' ---SCALE: 1"=20' 60' ~ EXISTING CURB, PLACE TCLA,Inc. .-,-.... 0 COOP0RIITE OFF'ICE; JOSEPH A:VAR0NIIIA.5.L.A. CA111nr 2190S S\!YTJ1 DRIVE, VAI.ENCIA, CALIF ORNtA ll'l,55 (PH) &51-l02-t011 (FX) •• ,.,.02-aa93 a ORANGE COU!il'\'Y Ol'FIC!': 1360 REYIIOWS A\retll/s#UZ, IR\11N!e,cAUFORNl1' !12614 (PH) MQ.250-18-15 (FX) '6149--25()..1'801. PROTECT IN NO. DATE DESCRIP"f!ON OF REVISIONS PROTECT IN Pl.ACE ALL UTILITiES UNLESS SPECIFICALLY NOTED TO DENOTES APPROXIMATE TOP OF SLOPE REMOVE OR MODIFY. (TYPICAL) LIMITS OF WORK ------L-----....... ._,_.!:.!!!~~:...!..!~~---4.::..._~----------t EXISTING CURB, PROTECT IN PLACE 0 EXISTING ACCESS GATE, PROTECT IN PLACE 0 ~ 1-w w :r: <.n w w r.n -------- - ------ /-- / w z ..J OESIGNEO: DRAl'IN: CHECKED: DATE: HK 06-14-2013 BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE CONSTRUCTION PLAN 0 1-<C ~ C-4843 CITY OF NEWPORT BEACH R-6019-S PUBLIC WORKS DEPARTMENT SHEET 3 OF 15 1- PROTECT IN PLACE ALL UTILITIES UNLESS SPECIFICALLY NOTEO TO REMOVE OR MODIFY. (TYPICAL} EXISTING CHAINLINK FENCE LOCATION, PROTECT IN PLACE, TYPICAL LIMITS OF WORK 0 EXISTING CHAINLINK FENCE LOCATION, PROTECT IN PlACE, TYPICAL DENOTES APPROXIMATE TOP Or SLOPE CONTRACTOR. SHPu.L REMOVE APPROXIMATELY 1,910 SQ. f"T. OF EXIST1NG A.C. PAVING. REPLACE WITH 4" DEEP STABILIZED DECOMPOSED GRANITE IN "CALIFORNIA GOLD' COLOR. @ w CONTRACl"Ofl SHALL REMOVE W EXISTING CHAINllNK F£NCE APPROXl~;ATELY 252 SQ. FT. OF EXISTING ~ LOCATION, PROTECT IN PLACE. A.C. PAVING. REMOVE 30" DEEP LAYER I EXISTING CHAINLINK FE:NC LOCATION, PROTECT IN TYPICAL PROTECT IN PLACE ALL UTI !TIES AND PAVING AS SHOWN. ADO 60 SQ. FT. DECOMP SEO GRANITE PAVING AT GATE LOCATION. TYPICAL OF SOIL FROM SITE. REPLACE WITH !:Q.~-------------+------------------~--__:__--,L ___ -'-_________ --1-o11>1,-~ .... sojL..£1ROM...2U.blill>IG..-:--::-----\:-----F~=-:':::::!'"'::"",.,.,,.,,,'F"'Hf------_J i!: EXCAVATIONS AND PREPARE PER SOILS 0 DENOTES APPROXIMATE TOP OF REPORT RECOMMENDATIONS. w ~~ 6 DENOTES APPROXIMATE TOP OF ror---~-----------:---_.,_ __ __,_ _____________ ~-----------..,£.--..L.L...-.::;S:;;LO::.:,P,::E_--..;.__,,..,.._..._ ____ !;;:!:~~~.,!.!!~~--'----. <( 0 0 w w (/) w t z ~ .,"•t: ·t:' {~1,~,. . . ~ . ~ ~I-ii ----------~~~---------~----------------------------,\~------------------;f:._-(~~JEX;IS;T~IN~G~A.~C.~PA~Vl~N:Gt, tA,r:~7"1e~:~:~:-: t PROTECT IN PLACE ' l' EX1S11NG DRIVEWAY ~ XISTING DRIVEWAY \ INSTALL APPROXIMATELY 242 SQ. FT. OF 4• EXISTING CURB, PROTECT IN d EXISTING DEPRESSED CUR DEEP CONCRETE PAVING WITH NATURAL GRAY PLACE ,4-tJo/2( Stc+i}111 Of Vc1 rROTEcr 1N PLACE coLoR AND ME01uM eRooM F1N1sH wus T-iPl•i)tlt,t{ {)rtd r,1_o{u1d PERPENDlCULAR TO FLOW OF TRAFFIC. BRISTOL STREET I ., J. p ' f S I' EXISTING CONCRETE: vV(f,1 /af7 SIDEWALK, PROTECT IN PLACE ~~ PLAN NORTH NORTH 20· 10· o 20· 40' 60' - - --SCALE: 1"==20' 7 TCLA,Inc. ~Iii"""!~ □ CORPOAATEOFFIC~; JOSEl'HA:VARONIHA,S.l.A. CA#1137 279~5 SMYTH lliWe, VALEIOA. CAL!l'ORIIIA 9IJS5 (PH) 651•702-1011 !FX) 6S1'70:Ul200 ■ DRIINGE COI.INTY OFFICI!; 1360 PEYNOLOS AVENIJl!#-1 t.2, IRVINE-, CAUFORNIA 92614-{PH) !l4"'250-1515 (FX) 94i->.51l-t80t • EXISTING FULL-WIDTH STREET SIGNAGE DESIGNED: DRAWN: H CHECKED: DATE: 0 NO. DATE DESCRIP110N Of REVISIONS HK 06-14-2013 0~ <( 0:: Oo 0:: ~ w u. ~o 0 (/) a) 1- 2 ~ <( --, ....I LIMITS OF WORK BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE CONSTRUCTION PLAN w w :r: ..J w tD w w C-4843 CITY OF NEWPORT BEACH R-6019-8 PUBLIC WORKS DEPARTMENT SHEET 4 OF 15 . 811 .. .. ..• MAWA: MAXIMUM APPLIED WATER ALLOWANCE: . POINT OF CONNECTION# 'A' .. MAWA = (ETo x 0.7 x LA x 0.62) + (ETO x 1,0 x SlA x 0.62) = Gallons per yeor for L.A + SLA. where: MAWA = Maximum Applied Water Allowonce (gallons per year} ETO = Reference Evopotranspiration (inches pi!!r year) ETAF "' Evopotronspiration Adjuetment Factor LA = Landscaped Area (square feet) SLA = Special Landscaped Area (square feet) 0.7 = ETAF for Landscaped Area 1 ,0 = ETAF for Special Landscaped Area 0.62 = Conversion factor (to gallons per square foot) • MAWA Calculation: CIMIS ETo ZONE 2-Coastal Mixed Fog Area . • . ETo ETAF LAorSLA Convarsfon MAWA (square ft,) . (Gallons per Year) MAWA for LA 39.0 X 0.7 X 24,295 X 0.62 -411,217 . MAWA forSLA 0 X 1.0 X 0 X 0.62 :: 0 Total MAWA-411,217 EAWU: ESTIMATED APPLIED WATER USE POINT OF CONNECTION # 'A' EAWU = ETo x I<;_ x LA x 0.62 / IE = Gallons per year LANDSCAPE COEFFlCIENT: where; EAWU -Estimated Applied Wator Use {gallons per year) KL = ~ X J( x,,,t( ETO = Reference Evapotranspiration (inches per yeor) K L = Landscape Coefficient K • = species !Qcior -0.1 &di)'} -0.9 ~et) LA = Landscaped Area (square feet) K • = density factor -0.5 Sl)llrse) - I • (dens~) 0.62 = Conversion llictor (to gallons per square foot) K md" microeliMate faelor -O.!', (cool) --1.4 (hot) IE = Irrigation Efficiency . EAWU Calculation: Hydrozone ETo KL LAorSLA Conversion IE EAWU (square ft.) . (Gallons per Year) TREES 39.0 X .6 X 0 '· X 0.62 I .0 = 0 . . BU38LERS 39.0 X .4 X 11,736 X 0.62 I .80 ::: 141,888 ROTATORS 39.0 X .4 X 1.2,557 X 0.62 /: .75 =: 161,935 TotalEAWU-303,823. . . MAWA: MAXIMUM APPLIED WATER ALLOWANCE: POINT OF CONNECTION# 'B' • MAWA = (ETo x 0.7 x LA x 0.62) + (ETO x 1.0 x SLA x 0.62) = where: Gallons per year for LA + St.A. MAWA = Maximum Applied Water Allowance (gallons per year) ET0 = Reference Evapotranspiralion (inctres per year) ETAF' = Evapotranspirotion Adjustment Factor LA = Landscaped Area (squore feet} SLA = Special Landscaped Area (squore feet) 0.7 a ETAF for Landscaped Area 1.0 = ETAF for Special Landscaped Area 0.62 = Conversion factor (to gallons per square foot) MAWA Calculation: CIMIS ETo ZONE 2 -Coastal Mixed Fog Area ETo ETAF LAorSLA Conversion MAWA (square ft.) (Gallons per Year) MAWA for LA 39.0 X 0.7 X 47,045 X 0.62 -796,284 MAWA forSLA 0 X 1.0 X 0 X 0.62 :: 0 Total MAWA= 796,284 EAWU: ESTIMATED APPLIED WATER USE POINT OF CONNECTION# 'B' EAWU • ETo x I{ x LA x 0.62 / IE • Gallons per ye<1r LANDSCAPE COEFFICIENT: where: EAWU = Estimated Appiied Water Use {gallons per ye<Jr) K• = K, X K0 X K,.. ET0 -Reference Evapotranspiration (inches per year) Kc = Landscape Coefficient K, ,. specles factor -0.1 t,dry) -0.9 (wet) LA = Landscaped Area (square feet) K • = density factor -0.5 sparse) -1.3 (dense) 0.62 = Conversion foctar (to gallons per square foot) K == microcr1mote foctor -0.5 (cool) -1.4 (hot) IE = lrrigotion Efficiency EAWU Calculation: Hydrozone ETo K, LAorSLA Conversion IE EAWU (square ft.) (Gallons per Year) TREES 39.0 X .6 X 498 X 0.62 I .80 = 9,031 BUBBLERS 39.0 X .4 X 9,483 X 0.62 I .80 =: 114,649 ROTATORS 39.0 X .4 X 37,064 X 0.62 I .75 = 477,977 Total EAWU= 601,657 IRRIGATION NOTES: 1. ALL WORK SHAil CONFORM TO APPLICABLE CODES. 2-REFER TO SPECIFICATIONS FOR SUBMJTTALS, INSPECTIONS ANO OTHER APPLICABLE INFORMATION. 3. THIS OE51GN IS DIAGRAMMATIC. ALL PIPING, VALVcS, ANO OTHER EQUIPMENT SHOWN WITHIN PAVED ARE'AS OR OUT OF PROPEJl!TT' BOUNOARIES AIU'. FOR DESIGN CLARIFICATION ONLY AND SHAU. BE INSTALLED IN PLANTING ARE:AS WHERE POSSIBLE. NEVER INSTALL IRRIGATION OUTSIDE OF' PROPERTY LINES OR LIMITS IN[)ICA'TEO ON .Pl.AN .• CONiRACTOR SHALL VERIFY LOCATIONS OF' ALL Al30\IE--CRADE IRRIGATION EQUIPMENT WITH THE ENGINEER PRIOR. TO INSTAUATION, OR CONTRACTOR MAY BE REQUIRED TO MOVE 'llilS EQUIPMENT. AT THE CONTRACTOR'S OWN COST. • • 4. 00 NOT WILLF!JIJ,.Y INSTALL THE IRRIGATION SYSTE:M A$ S.HOWN ON THE DRAWINGS WHEN IT IS OBVIOUS. IN THE FIELO THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE EXISTED AT THE TIME OF THE IRRIGATION .DESIGN PREPARATION. SUCH 013STRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE. ATTENTION OF' THE ENGINEER IMMEDIATELY. . IN .THE. EVENT THIS NOTIFICATION JS N.OT GIVEN,. THE IRRIGATION CONTRACTOR SHALL. ASSUME FULL RESPONSIBtLIT'r FOR ANY Rf.VISIONS .NEC!:;S~RY TO BRING THE SYSTEM TO A PROPER WORKING CONDITION TO THE ENGINEER'S SATISFACTION. 5. THE IRRIGA1JON CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALi.iNG All. CONTROL WIRING, CONTROL WIRE SLEEVES. LATERAL AND MAINLINE PIPING, AND PIPE SLEEVING, SIZED PER PLAN. ALL SLEEVING SHALL ,BE PVC SCHEDULE 40 Plf>E- 6. 120 V.A.C. ELECTRICAi.. POWER SHALL BE PROVIDED TO .THE CONTROLLER LOCATION, 1T SHALL BE THE RESPONSIBIUlY OF' THt IRRl.GATION CONTRACTOR TO MAKE THE F'INAL HOOK-UP FROM THE ELEC'mlCAL SOURCE TO THE CONTRO.LLER UNIT. 7. THE IRRJGA1l()N SYSTEM. DESIGN rs BASED .ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS AT THE POINT OF'>CONNECTION, THE IRRIGATION CONTRACTOR SHALL VERIF"I' WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DfFFERl!NCES BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS ANO TH£ ACTUAL PRESSURE .. READING THE IRRIGATION POINT OF CONNECTION TO THE ENGINEER ... IN THE. EVENT PRESSURE DIFFERENCES AR.E NOT REPORTED PRIOR TO THE START .OF THE IRRIGATION SYSTEM CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ACQUIRE FIJI.L RESPONSIBILITY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER WORKING CONDITJON; 8. THE HYORA(JUC CALCULATIONS FOR THIS. IRRIGATION. SYSTEM HAVE BEEN ES"fABLISHED USING THE MATERIALS l<S SPECIFIED ON THIS. PLAN. SUBSTITUTIONS MADE TO THE MATERIALS BY THE CONTRACTOR WITHOUT PREVIOUS ACCEPTANCE BY THE. ENGINEER SHALL PLACE ALL Lit'tl;IILITY Of'. THE IRRIGATION stS I EM ONTO THE IRRIGATION CONTRACTOR. NO SU8STJTUTIQNS OF EQUIPMENT WILL BE .ACCEPTABLE WJTl'IOUT PRIOR WRITTEN. APPROVAL Br THE ENGINEER. THE IRRIGATION CONTRACTOR SHALL .BE REQUIRED TO. REMOVE ANO, REPLACE ALL SUBSTITUTED EQUIPMENT WITH SPECIFIED EQUIPMENT IF SO ORDERED BY THE ENGINEER . 9. INSTALL.ALL JMTERIALS AND EQIJIPMENT AS SHOWN IN THE DETAILS. USE TEFLON TAPE ON ALL PVC MALE PIPE THRtADS ON ALL SPRINKLER. SWING JOINT ANO VALVE ASSEMBLlES. 10: ALL CONVfNTlONAL IRRIGATION HEADS SHAI.L BE SEl PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGA.TEO. 11 . CONTRACTOR SHALL PROYIDE AND INSTALL INi,--LINE SWING CHECK VALVES ANO .ADJUSTABLE IN-RISER CHECK VALVES IF CONDITIONS EXIST WHICH REQUIRE CHECK VALVES TO AVOID BACK DRAINAGE TO LOWER HEADS AT NO ADDITIONAL COST TO THE CITY. 12. THE IRRIGATION CONTRACTOR SHALL FLUSH ANO AOJUST ALL CONVENTIONAL SPRAY HEADS FOR OPTIMUM PERF~W\NCE ANO TO PREVENT OVER SPRAY ONTO ROADWAYS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO f'IT THE EXISTING SITE CONDITIONS ANO TO THROTTLE THE fLOW CONTROL>AT EACH VALVE TO OBTAlN THE OPTIMUM OPERAilNG PRESSURE FOR EACH SYSTEM. 1 J. WHERE SPRAY HtADS ARE INOICAiEO. ON THE IRRIGATION PLANS, IT IS THE INTENT OF THE DESIGN TO INDICATE THE INSTALLATION OF POP-UP. HEADS IN l.AND.SCAPED AREAS ADJACENT TO PEDESTRIAN AND VEHICULAR AREAS. IN THE EVENT THAT POP-UP HEADS HAVE NOT BEEN SPECIFIED , IN THESE AREAS, IT SHALL. SE THE RESF'l)NSISIUTY OF THE IRRIGATION CONTRACTOR TO. BRING THIS TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 14. FLUSH ALL LATERAL UNES WITH .. V/JJ..VE ASSEMBLIES INSTALLED, PRIOR TO NOZZLE INSTALLATION. INSTALL NOZZLES AFTER FLUSHING. 15. THE CONTRACTOR SHALL CONTACT J.OHN DEERE GREENTECH FOR CONTROLLER/SENSOR CERTIFICATION AT START-UP OF SYSTEM, CALL {949) 837-4337. 16. FOR TECHNICAL ASSISTANCE Wl'TH CENTRAL CONTROi.. SYSTEM EQUIPMENT OR OPERATION. CONTACT t.tR. SCOTT KYt£. AT RAINt.tASTER. (949) 212-8013. 17. ALL MAINLINE, LATERAL LINES ANO HEADS SHALL BE LOCATED A MINIMUM OF TWO (2) FEET FROM EOCE OF CURB ANO ANY OTHER IMPER\/fOUS SURtACES. IRRIGATION SYMBOL LEGEND: OVERHEAD SYSTEMS~ ,........--,~--DENOTES CONTROLLER (LETTER) AND VALVE (NUMBER) SEQUENCE &y3 ..,_ DENOTES MAXIMUM. OPM F'LOW THROUC:H VALVE \.i!::f-. DENOTES VAI..VE SIZE IN ADDITION TO PROVIDING SLEEVES FOR AI.L PIPING UNDE:R ROADWAYS AND WALKWAYS, PROVIDE AND INSTAI..L PVC SCHEDULE 40 .SLEEVES FOR ALL CONTROLLER WIRES UNDER ALL CONCRETE PAVING, SIZE AS RE'.:lUIRED. TCLA,Inc. ilai--.-.. 0 CORPORATE OFF.ICI'!: JOSl!PH A; VAROIIIN A.S.LA, CA/11737 27905SMYTH ORIVl!;VALEJCfA., CAUFORN!A. 91355- (PHI 661-702-1~11 (l'X) 6&1•702-<)2!1; ■ ORAOOE COUi'ITY OF!'ICE: 1360 P.!'"ll\lOLDS AVENUI! •112. IRIIINE, CAL!FORKII. 92&14 (PHI 94 ... 50-1615 (FXJ 9411-\5M8Df NO. DATE OESCRIP110N Of RE\11S10NS ....... .·• SYMBOL.·.· PRODUCT MODEL DESCRIPTION DETAIL ~ [[] & £ 0 IFS I 0 ® 0 • . MYERS RAINMASTER RAIN MASTER WILKINS RAINMASTER GRISWOLD CARSON MATCO NELSON GRISWOLD ---- . IAEUG20X-M 1 00 EVOLUTION EVOLUTION 500 EVFM CONTRACtOR TO INSTALL NEW 2" WATER METER (2 TOTAL). VERIFY LOCATION PRIOR TO INSTALLATION. INSTALL PER WATER METER ANO MAIN LINE TAP DETAILS EXISTING Ei.tCTRICAL METERS. REFER TO DETAIL FOR REFERENCE ONLY. CONNECT ALL 'A' CO!fTROLLER WIRES TO EXISTING CYPRESS STREET TOP MOUNTED CONTROLLER ASSEMBLY. CONTACT SCOTT KYLE Ai RAINMASTER (949) 212-801.3. DX18-SPED / DX-FLOW / DX-RADIO-Kff / EV-ANT-FD 18 STATION TOP MOUNTED CONTROLLER ASSEMBLY. CONTACT SCOTT KYLE AT RAINMASTER (949) 212-8013. PRESSURE REDUCING VALVE -2-1/2" FLOW SENSOR -1 " 2000-R SERIES NORMALLY CLOSED MASTER VALVE -1-1/2" WITH PURPLE HANDLE 3&4-/SHT 15 1 /SHT 13 8 /SHT 15 2 /SH1 13 7 /SH1 15 8 /SHT 14 4 /SHT 13 5 /SH'T 13 MOOEL 910 10• ROUND PURPLE PLASTIC CONTROi. AND COMMON WIRE PULL BOX. COIL MINIMUM 24" 6 /SHT 13 OF WIRE WITHIN BOX. 754 SERIES BRASS FULL PORT BALL VALVE -LINE SIZE NELSON 42 QUICK COUPLING VALVE WrTH PURPLE RUBBER CAP -1" -WITH 40K KEY DWS-R SERIES ELECTRIC REMOTE CONTROL VALVE IN BOX W/ PURPLE HANDLE -SIZE PER PLAN BURIED PURPLE PRESSURE MAINLINE PIPING, SIZE PER PLAN. USE PVC SCHEDULE 40. BURIED PURPLE NON-PRESSURE LATEf<AL LINE PIPING, PVC SCHEDULE 40, SIZE PER PLAN. PIPE SLEEVE, f",/C SCH. 40, F'OR 1RRIGATION PIPING INSTALLED UNDER PAVING, SIZE PER PLAN. CONTRACTOR SHALL INSTALL SLEEVING, INCLUDING WALL PENETRATIONS WHERE NECE~SARY. CONTROL WIRE/COMMUNICATION WIRE SLEEVE, PVC SCH. 40, INSTALLED UNDER PAVING BY CONTRACTOR. SIZE PER PLAN. 7 /Srfl' 13 8 /SHT 13 1 /SHT 14 9 /SHT 14 9 /SHT 14 7 /SHT 14 7 /SHT 14 IRRIGATION LEGEND: SYMBOL PRODUCT MODEL DESCRIPTION NOZZLE RADIUS GPM PSI PATTERN DETAIL (i;> HUNTER MPR40-12-CV / 12" POP-UP SPRAY HEAD MP1000-180 14' .37 40 HALF 3 /SHT 14 (i) HUNTER MPR40-12-CV 12• POP-UP SPRAY HEAD MP1000-120 14' .37 40 THIRD ~ HUNTER MPR40 12 CV 12• POP-UP SPRAY HEAD MP1000-90 14' .19 40 QUARTER ~ HUNTER MPR40-12-CV 12" POP-UP SPRAY HEAD MP1000-45 14• .19 40 45 DEGREE l\'I HUITTER MPR40;..12-CV .• I 2' STANDARD RISER SPRAY HOO MPlOOD-360 14' .75 40 FULL 2 /SHT 14 $ HUNTER MPR40 12-CV 12' ST.ANOARD RISER SPRAY. HE.AD MP1000-180 14' .37 40 HALF f HUITTER MPR40--12-CV 12' STANDARD RISER SPRAY HOO MP1000-12D 14' .37 40 THIRD • HUNTER MPR40,-12-CV I 2' STANOAR\) RISER SPRAY HOO MP1000-90 14' .19 40 QUARTER ® HUNTER MPR40-12-CV 12' ST#IDARD RISER SPRAY HOO MP1000-45 14' .19 40 45 DEGREE "" RAINBIRD RWS--M f1 C-1402 DEEP WATERlNC $'!'$TEM, 2/TREE 1402 -.50 5&6 /SHT 14 !8l RAINBIRD STANDARD RISER 12• STANDARD RISER BUBBLER 1401 -.25 4 /SHT 14 . NOTE: INSTALL PURPLE RUBBER CAP ON ALL POP-UP AND STANDARD RISER SPRAY HEADS AND BUBBLERS. PRESSURE LOSS CHART STATIC PSI AT POC: 100.0 VALVE A1 POC ELEVATION: 56.6 GPM: 22.1 SYSTEM HIGH POINT: 56.5 2• WATER METER 1.0 PSI 1-1 /2" MASTER VALVE 1.0 PSI 1 • FLOW SENSOR, (FIXED) 1.0 PSI 900 LF OF 2-1/2" SCH. 40 MAINLINE 2.3 PSI FITTINGS (20% h1AINLINE LOSS) 0.5 PSI 1" REMOTE CONTROL VALVE 7.7 PSI LATERAL LINE LOSSES, (FIXED) 5.0 PSI ELEVATION (+) UPHILL, (-) DOWNHILL -0.1 PSI SPRINKLER OPERATING PRESSURE: 40.0 PSI (i') TOTAL SYSTEM LOSSES: 58.4 PSI SUMMARY: @ AVAILABLE STATIC PRESSURE AT POC: 100.0 PSI @ AVAILABLE DYNAMIC PRESSURE AT POC: @x .75 75.0 PSI ~ REQ'O SYSTEM MINIMUM DYNAMIC PRESSURE: CD 58.4 PSI RESIDUAL DYNAMIC PRESSURE: @ -(!} 16.6 PSI @ ADJUST PRESSURE REDUCER TO: 1 + 25%: 73.0 PSI RESIDUAL FROM ADJUSTED PRESSURE: ®-© 14.6 PSI PRESSURE LOSS CHART STATIC PSI AT POC: 100.0 VALVE: B3 POC ELEVATION: 60.0 GPM: 18.D SYSTEM HIGH POINT: 59.6 2" WATER METER 1.0 PSI 1-1 /2" h1ASTER VALVE 1.0 PSI 1" FLOW SENSOR, _iFIXED) 1.0 PSI 275 LF OF 2-1/2 SCH 40 MAINLINE 0.4 PSI FITTINGS (20" MAINLINE LOSS) 0.1 PSI 1" REMOTE CONTROL VALVE 6.5 PSI LATERAL LINE LOSSES, (FIXED) 5.0 PSI ELEVATION ( +) UPHILL, (-) DOWNHILL -0.2 PSI SPRINKLER OPERATING PRESSURE: 40.0 PSI (i) TOTAL SYSTEM LOSSES: 54.8 PSI SUMMARY: @ AVAILABLE STATIC PRESSURE AT POC: 100.0 PSI @ AVAILABLE DYNAMIC PRESSURE AT POC: @x . 75 75.0 PSI ~ REO'O SYSTEM MINIMUM DYNAM1C PRESSURE: CD 54.8 PSI RESIDUAL DYNAMIC PRESSURE: @ -@ 20.2 PSI @ ADJUST PRESSURE REDUCER TO: SEE VALVE 83 70.8 PSI RESIDUAL FROM ADJUSTED PRESSURE: ®-© 16.0 PSI DESIGNED: OR AWN: HK HK CHECKED: DATE: HK 06-14-2013 PRESSURE LOSS CHART STATIC PSI AT POC: 100.0 VALVE: A10 POC ELEVATION: 56.6 GPM: 28.0 SYSTEM HIGH POINT: 54.6 2" WATER METER 1.0 PSI 1-1/2" MASTER VALVE 1.0 PSI 1" FLOW SENSOR, !FIXED) 1.0 PSI 390 LF OF 2-1/2 SCH. 40 MAINLINE 1.4 PSI FlmNGS (20:i: MAINLINE LOSS) 0.3 PS1 1" REMOTE CONTROL VALVE 8.8 PSI LATERAL LINE LOSSES, (FIXED) 5.0 PSI ELEVATION ( +) UPHILL, {-) DOWNHILL -0,7 PSI SPRINKLER OPERATING PRESSURE: 40.0 PSI (i) TOTAL SYSTEM LOSSES: 57.8 PSI SUMMARY: @ AVAIi.ABLE STATIC PRESSURE AT POC: 100.0 PSI @ AVAILABLE DYNAMIC PRESSURE AT POC: ®x .75 75,0 PSI ~ REQ'D SYSTEM MINIMUM DYNAMIC PRESSURE: <D 57.8 PSI RESIDUAL DYNAMIC PRESSURE: @ -'3) 17.2 PSI @ ADJUST PRESSURE REDUCER TO: SEE VALVE Al 73.0 PSl RESIDUAL FROM ADJUSTED PRESSURE: @ -@ 14,5 PS! PRESSURE LOSS CHART STATIC PSI AT POC: 100.0 VALVE: B11 POC ELEVATION: 60.0 GPM: 21.5 SYSTEM HIGH POINT: 58.3 2" WATER METER 1.0 PSI 1-1/2" MASTER VALVE 1.0 PSI 1" FLOW SENSOR JFIXED) 1.0 PSI 745 LF OF' 2-1/2 SCH 40 MAINLINE 1.6 PSI FITTINGS (20% MAll'ILINE LOSS) 0.3 PSI 1" REMOTE CONTROL VALVE 7.5 PSI LATERAL LINE LOSSES, (FIXED) 5.0 PSI ELEVATION ( +) UPHILL, (-) DOWNHILL -0.B PSI SPRINKLER OPERATING PRESSURE: 40.0 PSI (j) TOTAL SYSTEM LOSSES: 56.6 PSI SUMMARY: @ AVAILABLE STATIC PRESSURE AT POC: 100.0 PSI G) AVAILABLE DYNAMIC PRESSURE AT POC: {Z) X .75 75.0 PSI ~ REQ'O SYSTEM MINIMUM DYNAMIC PRESSURE: CD 56.6 PSI RESIDUAL DYNAMIC PRESSURE: @ -'3) 18.4 PSI @ ADJUST PRESSURE REDUCER TO: G) + 2s:i:: 70.8 PSI RESIDUAL FROM ADJUSTED PRESSURE: ®-© 14.2 PSI C-4843 BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE IRRIGATION NOTES AND LEGENDS CITY OF NEWPORT BEACH R-6019-S PUBLIC WORKS DEPARTMENT SHEET 5 Of' 15 1-w UJ J: (I) Cl) ~ ~ 0:: ~ u.. 0 (I) t:: ~ _J 1-w ~ 1- U) J: 0 Cl:'. Ill IJ4') -WW >:J -z a::: w o> Cl)<( ::i w C..z ~--,::> 0 et: 811 SR73 -CORONA DEL MAR FREEWAY SR 73 -CORONA DEL MAR FREEWAY SR 73 -CORONA DEL MAR FREEWAY JAMBOREE ROAD EXIT ---------~ ~------~--~-------·-------------~---Jr--- ••••••••••••••••••••••••••••••••••••••• APPROXIMATE LOCATION OF RECYCLED WATER SIGN, 1-w UJ J: ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Cl) CONNECT m EXISTING 24" ~ UJ SEE SPECIFICATIONS\_}~ WITH ENGINEER. 1 0 \}l\&'" 1 '( re>;"" ,i/LJ 5iT 11 1, fV-LIMITS OF WORK (14') 1r O.C.W.D. RECLAlf.lED WATER LINE I UJ .(4\ '"A. &.f,10,,,·.., ~~-U-: ~ 2. p~ =~ /-{ ~,'14, ( ,'vc-e... I ..JJ: STONE PILASTERS, I TYP. ■ ~ <C ~ ■L _____ .IL .2;;//.,. __ -r-__ _ : MAINLINE AND EQUIPMENT ARE SHOWN IN_/ --t----- - ---o-,.~·- I THE STREET FOR DESIGN Cl.ARllY. INSTALL I IN PLANTING AREAS. I I I I I I I I I • 12.8 9.6 WATER POINT OF CONNECTION 'A' CONTROLLER -RECU,U,IED WATER: INSTALL 2~ WATER METER CONNECTED TO EXISTING 24" O.C.W.D. RECLAIMED WATER LINE. STATIC WATER PRESSURE TYSON NEELY, OPERATIONS MANAGER, O.C.W.D., {714) 378-32341. AREA SERVED: PEAK WATER DEMAND: AVAILABLE STATIC PRESSURE: REQUIRED MINIMtJM PRESSURE: REDUCE PRESSURE TO; 24,295 SF 21.5 GPM 100.0 PSI 53.7 PSI 63.8 PSI ~=..j:;.-=;=·. =/;'-======= 1" TELEMETRY CABLE SLEEVE FOR FLOW SENSOR. INSTALL WITHIN PLANTING AREA. INTERCEPT EXISTING UNDER-STREET CONDUIT AT THIS LOCATION, --- I I --■ I I • I I ••••• ~---~-...... ____ / . HYDROZONE -HIGH ···7···················t···················••11••··················· ····················••1 ···················••1••·············1·············· / * T,elttrJtrr, l,(/;(l, Ct1nc(11r W//45 ('Ul'1 I T (8~ PLAN NORTH NORTH 20-10· o 2D' 40' 60' ----SCALE: 1"=20' lv1f{ 11a;h lint ; n &t.m{ 1n11c 4 TCLA,Inc. --~,,_ □ CORPORATE OFFJCI': JOSEfij A. VARONJNl\.5,1.11. "'1'1737 2:7905.SMVTH DRIVE~-VAlENCJA, CALIFORNIA 91355 (.,.I) •~1-70:¼-1011 (F X) 661-702-0293 ■ ORAN3c COUNTY OFFICE: 1360 REYN'JI..DS AVENUE#112. lt-cVlflE. CAUF~ 926-14 {PH) 949-2:50-1615-(f!)()9'1~2S'.)..IOO't NO. DA1E OESCRIP110N Of REVISIONS DESIGNED: DRAWN: CHECKal: rOR CON I ROLL[R 'A' LOCATION AND CO'!NEGTION AND ELECTRICAL CO'!NECTION, SC[ □[TAIL 8, SI IC:T 15. BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE IRRIGATION PLAN C-4843 CITY OF NEWPORT BEACH R-6019-S PUBLIC WORKS DEPARTMENT SHEET 6 OF 15 <.O I------------- LU LU J: (I) LU LU (I) LU z i ••••••••••••••••••• O • STONE PILASTERS, 1-I TYP. ~ LIMITS OF WORK ~ --------------- JAMBOREE ROAD EXIT ----------------.. ----~ V •- 1-w w J: (I) (/) -~ ---------7 ...I -----------------------~---- LU ID LU LU (/) LU z ::J :t u PULL RED &: WHITE STRIPED VALVE WIRES APPROXIMATE LOCATION OF RECYCLED I A10 28.0 24-" DIAMETER O.C.W.D. RECLAIMED~ •· COMMON FROM CONTROLLER TO PULL WATER SIGN, SEE SPECIFICATIONS. ■ :,,; 1" WATER PIPE BRISTOL STREET BOX. FUTURE VALVES A16, A17, &: A18. VERIFY WITH ENGINEER. __ ~---------------------------------------------------------------------------~~-------~------@,----- • . . HYDROZONE -HIGH . . . . . . . . + 24" DIAMETER O.C.W.D. RECLAIMED"'""'\..._ WATER PIPE . ~ (24") --------· - , .............................................................................................................. . (1<7 BRISTOL STREET 811 JAMBOREE ROAD EXIT (24) -----~ 24" DIAMETER O.C.W.D. RECLAIMED w :::i z w ~ Lil (.) ::i a::: c.. ti) ~~ PLAN NORTH WATER PIPE NORTH 20· 10· a 20' 40' ---SCALE: 1"-20' 60' SR 73 -CORONA DEL MAR FREEWAY ,.. \-- I ir ,,. J/4' 1'' r ,. ,1,· ~-~--qr---qi--UL-$-...21.L_-q,----\'l,l---ip----qi.....:~--q;-1-;;=~;:'~~:,o~.,_--<1r--'--qi---'---o-7:~ ~ w l/f I 2' LU ==.::::::::=====@l=o~□~~=;;;j!;;;;;;;;;;;;;;2;;;==:£:;;;;;;;=;2;;==::2==~==~==~==:;:St::==:!::=:::i=:::f!!:::'.::~f:~~-1-~1/•~· ~=====~===~==:3 ~ "" ra !-112' _J ___ --- - - - ....,.. .,_...!l. - - - ----II UJ ■ ...,_:_.___________ -I LiJ ■ (§} PULL RED &: WHITE STRIPED V/JJ.'IE WIRES &: 24• DIAMETER O CW D RECLAIMED 82 17•8 I (/) • FUTURE VALVES B13, B14 AND 815, L.l'r"'\';;/l'.C:.\:..11'1 -/ -----■ ~ . --------- ■ COMMON FROM CONTROLLER TO PULL BOX, Hr■~~·E· • HiGH i"i I I ···················••1~•···········~·-···············,.. 18.0 : ~ -----------------■ 1U ■ I~ TCLA,Inc. ---=,,_ D CORPORA.TE OFFICI!: .JOSEPH A,VARPNIN A.S.LA. CAJ.11737 27905 SMYTH DRIVE1 VALENCIA, CALIFOfHA 91355- iPH)6"1-70M01' (FX)OGl-l'l)J!.0,00 ■ ORAN3E COUNTY Orl-1.CE: 1'300REYNJl.DS AVENUE 111112, IRVHJ:', CAUFOPJ.JIA 92&14 ll'tl) !149'7f\()..1A1S (FX)ll49->M-1801 3 DESIGNED: DRAWN: HK D111E OESCRIP1lON OF REVISIONS CHECKED: DA TE: HK 06-14-2013 I 15.3 ■ ~ I • ••••••••••• • •••••••••••• BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE IRRIGATION PLAN C-4843 CITY OF NEWPORT BEACH R-6019-S PUBLIC WORKS DEPARTMENT SHEET 7 OF 15 INSTALL 2" RECLAIMED WA~ METER. APPROX THIS LOCATION @ ··················••.!!1._~•······································ • , 1'. _ ;,w C.. "'-; .h,..,-,CAU ·w; 1crV t, ······························-.................................................................... _••~··············-♦ tii r-- 1-w ,, w 1/2' I / LIMITS OF WORK 1/1 tr 1/?" Iii Ill 1/>' ! lf J 4" I ;,_c/p -3/4" ~ ,. Ii.: I" I H' I" $ I v,· ~4" (J) 'ff lli .----..l!,_ ----r-24• OIAMCTERO.C-:vi."D.RECLAl°MED _[J_ ---_J;;l/2' .,,' ,.;Ji' !.;:_, -(((( -J - (J) ♦ WATER PIP£ . ~ ~ ................ {,~ _................................ llll.······ ......... . 3 BRISTOL STREET WATER POINT OF CONNECTION 'B' CONTROLLER -RE:CLAIMED WATE:R: •• ((((1-;;; -;;2----, ..,.. INSTALL 2" WATER METER CONNE:CTEO 10 EXISTING 24" 0.C.W.D. 111' ..L • I ~ I U RECLAIMED WATER LINE. STATIC WATER PRESSURE TYSON NEELY, 1111 !-OPERATIONS MANAGER, O.C.W.D., (714) 378-32341. 111 , <:C AREA SERVED: 4'1,045 SF ~4 El/STNC lll,IIDIIY -SI.Ee~ I ~ PEAK WATER DEMAND: 21.5 GPM l l.lJ._2' Ellm«l l>lllTROllER WII' S11M AVAILABLE STATIC PRESSURE: 100.0 PSI : : : ; I REQUIRED MINIMUM PRESSURE: 52.1 PSI I I I I REDUCE PRESSURE TO: 64.1 PSI I I I 1 FOR CONTROLLER 'B' LOCATION AND CONNECTION AND ELECTRICAL CONNECTION, SEE DETAIL 7, SHEET 15. CONNECT TO EXISTINC 24" -·" 0.C.W.O. RECLAIMED WATER LINE @ 111 I 111 I 111: 1111 111 I 1111 1111 11 I I I 11 I ~I I I ,4~t (tfi ti Vt,( v < U/t{ S 4tidcr/1fl h<ftvt<n IBJ4 ,,,_ fi1' ♦-······················ • I • 1-w w :c: (J) J/'' ,!( en I ',. 1- w ) .. I 2' I 1 l • 18.0 17.B 11, ,AAA,,.-' 1....-.....,,, . • w .,_, /v" .>---I'..-..__, ■ I LIMITS OF WORK • u-, !:!2 ~ 11' 1/2' w 2 112' (} ~2-ljt -~-----------~ I.al ----------------------~ ____ z ~ ............................................................................... . • ~STONE: PILASTERS. HYDROZONE - HIGH 1YP . MAINLINE: AND EQUIPMENT ARE SHOWN IN THE STREET FO.R DESIGN CLARITY. INSTALL IN PLANTING AREAS. -··········································· •• •• ♦ DO □ LIMITS OF WORK o□o • I ■ ■ I I ■ I ■ El : • ....I ....... 5 "'"+-:-i,_15_._o i 17,3 17.8 Jr 1 • > g ~-/2' <:( I 1/f . • . . . 2 1/2' _.,._, _______ _ I ■ I 811 ------W-------~-----~-----~L~-----........ ~ -......................... . w I ....................................... z -17.0 ....I I BRISTOL STREET ~ <:( ::a: ee~ PLAN NORTH NORTH 20· 10-o 20' 40' 60' ----SCALE: 1"=20' TCLA,Inc. ~..,.,__ D CORPORATJ, OFFICE; J®EPHA, VARONl~A.S.LA. CAJIIT.l1 27905 SMYTH DRIii!?, VALENCll\, CAUFORNIA 91356 (!"HJ 001•702-1011 IFX)llll14'112-o.irl3 ■ ORANGE COUNTY OFFICP: 1380 REYNOlDSAVEt1UE•112, IRIIINE. CAI.IF~UA 92614 (PHJ 94a.25J.1015 (FX) 94••l50-180! •••••••••••••• ••• B11 21.5 814 NO. OAlt OESCRIP'!ION OF REVISIONS ■ ••••••••••••••••• APPROXIMATE LOCATION OF' RECYCLED WATER SIGN, SEE SPECIFICATIONS. VERIFY WITH ENGINEER. 00 ~ PULL RED & WHITE STRIPED VALVE WIRES & COMMON FROM CONTROLLER TO PU LL BOX. FUTURE VALVES B16. B17 AND B18. I • ························-· □ ~ ti ~ ~ ~ HYDROZONE -HIGH EXISTING FULL-WIDTH STREET SIGNAGE DESIGNED: DRAWN: CrECKED: DAlE: HK 06-14 2013 w u.. ~ 0 0 (J) []) I- ~ 2 <( -.., ....I n BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE IRRIGATION PLAN C-4843 CITY OF NEWPORT BEACH R-6019-S PUBLIC WORKS DEPARTMENT SHEET 8 OF 15 811 lmflatr;i'< •~lffi/~ i .b.riw,.lt"'~ i~ih~.;, ,~ ~'! !l•f"'t.Ji)'t, • • • ·• 'iiJ'~ifWi;J; • • ~•,itfor ·i11:ii ffl!! •lllwi' ,;.~!!M1ii l:1;;;11r~re~!!i,, 1~t~11. • n~,* ,~1~11,it:r it'IJ.'lill!im •~, .~f 1~•~: '!¥,1~. ~~~ij* 11!, ,lfil!ii,,,,!!l!,,~•1~1.1• ,:.-•• •lo\'.!l'l"'li~~ pjtmr1~ii~1ii!iii it1t 1: ~~~il~~· • ,. ' • ·• ·•. • • • • • •• • • • • • • • · ltlu-~~mOO!l('™ • ,;li! · ·.• .··.~ · · ~'Ii ' '~ · •• ' ~ t:M~·~,i: !il~jj,t• ~11111 }"! i;'~*~':!J.,r~~ >•.•~i~:rl!·~~ .. \l~¼t~~·· j.!,11.._"l!. m, .. ·~ ' " ' ' ,. ~! .l! ... , .· . • • • • • '"" \~. . )!1'!';~'11\o~ • flwi,jj~ ~ ~ ~~i1h,ttl ,im,!!.".ii!ii11~ ililli!c ~· ~fl!.~ ~Ii, 'l.ll11< , ..... • •.. •. I;';~~ Iii 1i ~Ii. ett~'f• n .. • ~•, ,,,· ,!!1i!l!1'¥. i,;il!i<ilJIWn~ ;i~1n: 11;i ~~lM~ m; ,:lim ~~ 1!" vii,t'it :®tti,oi,1:1~1 . ~'i'>latioa, lf,the mun lll'.ll',·,•t: i!"!'\\f i, l<J"!l',}!!s!I~ bol~f 26 fe.~ o~ ~':11ter tf a tree is rioi m~lii't) 0 !~, of;m 'a1t,:er<i.lMfotc. Bacltfil\ .itte:'a!lj/;et v,i\ibttnw11l{le<i.11i:11 t • (i,jifurlli'. soffJ'r$j/ii:U/lii~n QI}." ~lite lo(lt ~fa: Rt9a~i !11¢ i'oll~ing trl~leri.ils ,wforntly. 'Il\<': ,.irt;~,,,,.e ll\'.,t 1 ;QOO' i!<l.W)ro .6::c.t, lil,lforMt~ieJl)i/ni h~,:,g~1~t~'.'"IY 6. im;lle.s ,jfep, ll'~rnvv,H,liid.'l. tcc4,,dc&.ri;,;. fo©gp,,w.'teri~~liltg,, ! ltiilh iiiJi,llQi.&wrfrom ~top # iri,l\,..,;: .. .. . . . . . . . . P<.1ti),s$i"41Tij\ijmtt, {O'ti·S\r} -1!}:JJ(ioodii . . Ti-ipl~ ~rphosphatcill'-4$00). 4 p<'im~~ . ·. . . ·.. . . .. . agr.tc:J:iltiP:i.\l gj1jlijµin .. ;io pnur1rn; ftii'Flilitl:4,,'4-0.jx>l'll!ds fut, and ~ J:ioorlils f<'li' 4 'Ql'g;llili.: :;i~il. <Jiml</ldu!tl\,t "3 cubi¢y<'lrd&, sitffr;:,ie1)t for:~:-tQ< 5P/o s(}iJ ,organic ma,t~.,. (it•.a • driy: v;-,lgbfoo,ls • : For th¢ prepw.aTI®·6i!L,a '1~Hfl'rrf,;i 'p~~i~,MQlYl~£Pu¢0\1szyhleud.t)le fotlQ!.•io.l: rr~t,eriiib.1!11.n • excav,l\te<l •!i!L Rate/-.,iife cxp~CJl ?~ ci'ib\-, Yfi!:,L; Rl:ino,'.e ;!\Xi's; roti.k~. •11"f>riS, forl;Jffr ,,,aterials large'\ focltin di~err • Pt>lassium sulla1.e((l0fl'5.0,t-ft1 jl!JUI~~: .. . l'ripli: ~u.J,i.i:q:ilfosii)1.atc ((µ!.;i•O)-V4:jxitip\l . . .. . , . . ...... · . . . . . . ag:ricult1iralJ,1yps'!im --I p\iuni:1 toi::1 a~ff2, '.1-J>i)uhds mi· '.• aii4J Jlf•1urds foi• 4 . . .. Orgalll.e:S(lil w\i,;n<:lmen't • 'I !W« by vc>fu:ni,, ;;iiffii:\ittrti:~ 3%::to 5% soiJ01,1J1nic, matte.nm, L 4: 5. (j'. .. .7= ,,_ ,, \l; HJ. IL 12. a dry, ~!i)1tibQSi$ • • • f:luit1\/s i,iateriaf.'shl'ilt hiri,~ liit. ae'./i,!;,)lu~~asl;:li#••:•1ct i>t .~;o; 11:~, 'tfutri6"A;a.nil• oii more, fl\an 20%00t~c marter s~I i1e ar.Jil!;J,;i 50'¼/o on ilJlr~ .-,<,ii~llia.si&, Tt,.e pH of 1J1ema.~i:!l ~h!,¼l~'!ri: titi\W?81!§ ar#(l,5': .. • ..... • . . . .·. . .. 'Hie· ;all ,-,omcnt sball •lx:l,;;~ fuan. '! !h,;{l)m'ihotiirn . .(f!i, ?,;;•· C:,i/ll' ·.a.s~~ti)il,. pµstil t~trfl~t'" , , )::lo)"Ol).COniP.J,f \Jl':ft!ie sal-~~4 e ,:(,~ I bit.11ff!)e1li,i;sf ~IB!.i nit !ll,lt1:I )klr i'llll lion, SiJi.cii11•e1i11ten~ (!lt1iilciiiootulilt<:1iil!~'i.h141.~~;le/11!iho1t.$O,~ .. Caltjw:n ®b1>nim,:\ilillillii~lt~,fi~<lJ,lHf~'b~ t,p,iI~f:s1i~tll-11!ijli,;·:'.'il\11~. 'I:}~ bf ,i.t'.f'.<)pillhlb,ptoai©,s /il'e;¢.l'i'l!liX~, lriu:n~, mus~ Wl!).p~s,. StniW; allbf,lh;. ri,.\aiJmi\&se.'i'i;t<:A9i,y 'ili;ialt$, low ill, b,9~,y ·'ll;'l\ll!\l,, li;'~'.¢)~m,,~ll $eedi, f ri:e: ofpatiitigdi~ W bmt)fi!elete'.ri¢,1s1~eriais , . . .. . . . . : . . . . Colilpbs\cij .~d Q#Odus·l',l .·/irf,·.;;rj1'~,#~l'i,"ljJ,-ll.<i,C"!}L/ilil~. [ill.Ub~elltimtii;; fl:l~~t.l>". pr;i8<imij. Wo,><'l bas«l pn¾luct6•ar.:ruili1Wccpt,mlc wnilii••ar¢•1Jas¢a:ol;i red \>iix:i,:l or, • ·eed3t • • •• SJ,;dgi:cliiil,i,d;ma;el'illls ·arc· no1~1ab~ .. Clt)fy.,.\1,'itilli:i/;)!'u ,ll\ti() 1~·1~sli !ha!'l 25,: L ...... , . .. .· ..... . .·.. , . .. ·. . .. . The :eompo:tr, Shiil! l)c ;,,.tl)/,i,¢ M'•f!liiui :1na!odq(-0Uji presence, of ccc,.1wpo,;itwn prl>dilC15'. . . .· . . . . . . . . ,. . . ., .· . ... . . . . . .. .. , .. • .. ·' the lllw.'i1t!\llll pi\l'tiii(e•sliie, ~Mil ~ !)i$''~1l:, g~~,i.ir ·1,M>te :;tum pas.• a N11. 4 sc,«:11 fot ildl l ameiidittt,t. TCLA, Inc. ,ap~~ , Ollflf'OHI\TE a'Fl:Jia: Jl;lt;l;af'H A. VARONIN A,S.LA Cl\l#1737 • 21005 S~YTH DRIVE. VALENCIA. CALIFORNIA D1:!56 (PHI 861-702,1011 1XI 661-7J2-02Q3 ■ ORAN.SF couNrY OFFlGE: 1330 REYNOLDS.AVENUE #112, <FM~. CAl.l'ORNIA 92614 (Ft!) 949-25[>1615 (l'X)94MilfJ,f001 •~·-~•· ---r--~ -----------, ------- ars.:.1ic ·2ft ,, ai,Citti ujii Vi nh,·uuiillm JQ() chbult 50' ,copper l5fl .\StlliellN1lll. &:ii,\,'.er. yaj.i"'1imn :zinc ~O' l'P" ;501> ji;i\) ,,---ED<:>E OF HARD5CAPE --PLANT .--;;--,,---FINISH GRADE SHALL BE 2' BELOY'I AD.JAGENT ED61N6 .1.,.lil 21J{l r11t.reu~1 1 iJ •l\mfai:~ctoh,,m; l!J nickel •• • i® f'.rel@.ch S,m;plc 3 I:leiween Off Ratrip. ·i'Wl' JamlX'izy;;e, r,i• ,,ud Si:impie 4 Benv.;c,t Off Jl.amp and Jamboree 12" before, pl,iiJ~i,i,g, ::">;,ilium ~\~e,> %Oil c1i1i,il:is ~ rrotii;;~s ;Jie physicai. ~it ptO)Jtntl~, It. resJriet~ .clrnt!1ligc. l?rip in:igation is W!lt ¢11stfy ,ucs for leacl)in!!., ffmiporary ,1,ru;,: irr, gnti;;p: l'!W ])~, use 4. to t~elai:m t~e .~i;i;1sJ:iei1/re p)antiiig: Lo>wm the $,\J~ t,) Jes~ tj\110 4. l#v,ti,·•:mlihit,r t1> le~s t\tan} n'.eilli1tll1oll.11:,, 1rtu;: ~~itinn <>f smsun, ,~Hl ttcrease rbe salillily. Mo filter fhe soil. Apply ~ddlt;pj:j1{~il},iS• t\..'qllirt,.J, Lagersti'winia ls iulol,mautof llre:~t, 11f'll!ThlSii9i\e >'1.1)\! M lik.t;lfl;'I) 41,Vi!top iron chli,il'lli~. t"or¢q :iron, <le:liitj~cY if)Pfu~<i:hip,; ef.othJ:i ... ~~~ UW!.\l'WVi,'1\1' Sp;i!itl3'l! Et nr !:!Jlwr f ~EJJDHA• chd!!ie•l itnn. SEGTIO~N~.,-r-TKr_.-:;;:--_.-- PLAN dr-U "''(1,1' J"-! l b'CJ,~ J d I P,0 _/ -" n --- __ MULGH GOVER PER PLANS -EDGE OF HARDSC.APE ,,--5HFWBS IN TRIANGULAR 5PAC.IN0 _,. LAYOUT AS APPLIC.AElLE. SEE PLANS. MULCH GOVER NOTE: TOP OF ROOT BALL SHALL ElE LEVEL OR 5Ll6HTL Y ABOVE FINISH 6RADE. faitlg,tm,n nveulabk iron µa!J, ht Sl.l]"pli~d fl,r j).¢!ir'l!iMi1!1l ~i1mrs w11h trn: t,~e <lf •J<J~ jJnckeIB . to prtl/ent iron ch11i'osi~. Blend o~e . !JOW)ti !.if ful'l'Q\JS s.1,Jfu~, 011◊ ,PO!lllP jl()t,l!ll!iium ,ulf11ti, !Jl"0"50'1; ,,,,., poon{l ,r11lll16riiwn wifatc {21-l~·Q), r.va potipd,~ ~,;iii suh)u' lniu "'"' gi,llo,,of :(/<'al !n<>ss, !11 ii\rc, <me c,1pfiJ! ot' t;\e: ~¢id p;~~•"t mii,; 'liJ.,;,d~~•: With <mi, cl![i1id <>I' ~o•J JJ,ear ~Ml; 1:gall◊n, '©otll~IJ --H!">,t in.d:m~ m~ay, from the 1'00'tball 12 inoh~s. &~11 hclo)'l ~f'.Ad.e hi the planfiog pit ,yitl\ tl'!t> iliei!<,s nf.""""j,lUip,1 so,I s~Vl~•,:,i}lu:,, rootl•llil liami \ltli iWi\l mi.x. J 'br forger ti'lll!Spli,µ!:~,Iljl(l twoq,1.pf'nl;.(1f1!)~ a(\d ~··ti>tiiv,;; ~ji;ftlljeen ~<dw,~ in ra·o spots, lWO Cltfltltls !if t})e ~d JJUlClli '"+'hut:fom. sJ)Ol:Sfht:•24" indito 48-mdl lmxe~ atiel four or ,rnMe r:.ut,lhls ,ff 1~c,m:;iJ :mi"' fot, (ii'J.,Jnch:and llll'g;o, b('Xl)d ~pliur,s iu cig[rj sp,1!s. :131el'l<l 1111 ~iuil vulllrn<. tif si1H with tl)e spedaj a~fd poc,k,,t mi,c ,P·l8ce one foot be!""' ;gmije dr1 .i)ng.ilted sitqs .. Jllacc hw. µi<l:l!ie;:• ouhsid~: fii<i L~iitwl r,-,,!:prirrt,fu alt ¼)Ses. 1 TRIANGULAR SPACING DIAGRAM SCALE: NTS }ur''ll(~ ¥1afotcu-.µl:1.1; <l!ll'!bl ai1i\m0njw,1 s1ilf11rr;{:?T~o..t)) 11t 5 f)®•d~ · ,,et l;l'l011'$,/'.llllrf fe<:! abom ooce peJ -)uart,.>t. Mo,tlt,if tl,,:i:I;it,, wiih p.;rfaid\c S0il a11.i ti;;s,c<> 'W>\\!ri!!-Ai?fllJ ~ypsru:n. as nee.derl to balwice the soli:\u1r1 alld hbhnnll/e m the ittigntrOn''\l/i¢¢t: ,1'~1vWe woderate soil l);l.oi,~tnre. Normally irrlgtrtc1looply bt, t mil J\.,!q,~i.'it!):> J)ruJy: ~pp{iglti"'ll of v.·at~:ris 1101 as c.ffi'i'tiv": ;,.~ ix:c,~\;iq&lt deep ¢yctt,s... Occasi;onal ~!If~ irrlg~rion ru;;y be """'led; $ii~tt1li.)e lrri.giit1rm wilt r:im1 ~,w.,. g1.lfl':;te ~wiled nlliriemt litidil!ti'",rrn nw the ,.;,iL•Ji¥itlU1ltb. Sl\Jmify ,iµd ~Qd\t~ atthe .~in{'.I!:¢ O : . ..,., the ,veltin1;• "'''~• '.Ji;.l%idllg Th 11U{ 00: pcctcd tt, ex;ii:,na be)i &Id the wetfuii; jro,llf, • • • • • Garn.A. Wallace(PhJ• ~. GAWm PLANTING LEGEND: @ DENOTES PLANT MATERIAL, SEE LEGEND DENOTES QUANTITY IN GROUPING, MIO SIZE, (IE: 24"=24" BOX, 50-5 GALLON, AND 1G•1 GALLON) TREE LEGEND: WUCOLS Reaion 3 -South Coastal SYMBOL BOTANIC NAME COMMON NAME 0 LAGERSTROEMIA FAURIEI LIGHT Pl \JK CRAPE MYRTLE 'Bl LOX!' STANDARD SIZE QTY WUCOLS REMARKS 36" BOX 5 M 12-14' HIGH X 5-7' WIDE PROVIDE PICTURES 0 LOPHOSTEMON CONFEITTA BRISBANE BOX 24• BOX 29 M 10-12' HGH X 4-5' WIDE STANDARD PROVIDE PICTURES SHRUB AND GROUNDCOVER LEGEND: WUCOLS Region 3 -South Coastal ABBRV. BOTANICAL NAME COMMON NAME SIZE QTY WUCOLS APt.1 ARCTOSTAPHYLOS 'PACIFIC MIST' PACIF'IC MIST MANZANITA 5 GALLON 610 L AR ACACIA REDOLENS 'DESERT CARPET' PROSTRATE /JCACIA 5 GALLON 337 L CG CAESALPINIA GILLIESII YELLOW BIRD or PARADISE 5 GALLON 170 L CM CARISSA MACROCARPA 'GREEN CARPET' GREEN CARPET NATAL PLUM 5 GALLON 1,054 M EP ELAEAGNUS PUNGENS SILVERBERRY 5 GALLON 248 L HH * HEMEROCALLIS HYBRID 'SUN TWIST' DAYLILY 5 GALLON 56 M LNG LANTANA 'NEW GOLD' NEW GOLD LANTANA 5 GALLON .IB7 L MC MUHL£NBERGIA CAPILLARIS 'REGAL MIST' REGAL MIST MUHLY 5 GALLON 321 M PA PEROVSKIA ATRIPLICIFOLIA 'BLUE SPIRE' RUSSIAN SAGE 5 GALLON 468 M SC SALVIA CLEVUANOII WINNIFRED GILMAN' CLEVELAND BLUE SAGE 5 GALLON 229 VL SG SALVIA GREGGII 'RED' AUTUMN SAGE 5 GALLON 435 L XC XYLDSMA CONGESTJM 'COMPACTA' DWARF SHINEY XYLOSMA 5 GALLON 130 M [222d 2" THICK MULCH LAYER, TYPICAL SEE. 72,886 MULCH SPECS SQ. FT. - NOTE: INSTALL PLANTS PER PLANTING DETAILS, DETAIL 1 & 2, SHEET 15. C-4843 • PLANT MATERIAL TO BE PURCHASED FROM WATERWISE BOTANICALS. DESIGNE:D: ORA~: HK HK BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE PLANTING LEGEND CITY OF NEWPORT BEACH R-6019-S NO. DAlE DESCRIPTION OF REVISIONS CHECKED: DATE: HK 06-14-201J PUBLIC WORKS DEPARTMENT SHEET 9 OF 15 A f-l 11 w I (j) !!2 .,. f- A ~ ---er: WW 0 > :::, s: -z 0::: w LL o> 0 (J) <(_ U) :::, w I-C..z ~ ~-<(> -c..::: a::: ....I 811 SR 73 -CORONA DEL MAR FREEWAY ~© PLAN NORTH NORTH 20· 10· o 20' 40' 60' SCALE: 1"=20' SR 73-CORONA DEL MAR FREEWAY TCLA,Inc. MIIF"'=i~ 0 OOR!'ORI\TE Of'l'ICE, JOSEPHA. VARONll,IA.6.LA. C<\#1737 27QO;SMl'THDRIVE, VALENCIA, CAUFORltlA 91355 (PH) 661-702-1-0.11 {FX) 6()1-702-0293 ■ <lRAN3E COUNTY OFFICE: 1360 REVNOLOO AVENUE#l12, IRVINE, CALIFORNIA 112614 (PH) !14"250-1611> (FXJ 049~50-1001 NO. DATE DESCRF110N OF REVISIONS i • I A ..... --------------------------, I A SR 73 -CORONA DEL MAR FREEWAY JAMBOREE ROAD EXIT DESIGNED: DRAl'iN: CHECKED: DA 'IE: HI< 06-14-2013 SEES HEET 9 FOR SHRUB TRIANGULAR SPACING DIAGRAM. / B I SEE SHEET H; FOR TREE AND SHRUB DETAILS I C-4843 BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE PLANTING PLAN R-6019-S CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET1QoF15 0 .,... 1-w w ------------------~ I ---------------------VJf=========J=i:=-=~-=--w w U) ' •••••••••••••••••••••••••••••••••••••••••••••••••••• LIMITS OF WORK JAMBOREE ROAD EXIT ...... ._...................... • --.. -----~---__ _.__ 1• 1• --- --.::...,•'-'-"-"'"""''-'-'-'-=-==c:__,e:..==~=-i,,=~~=-=-=::.::::~ ,---,:7 ,,__-__ -_-__ -_-_-_ .. - - - -- - .... ~ - - -- r- LIJ L1J I (f) Cl) I . ,,--'- ·•t---r-c-1 ·~L-I ~ HYDROZONE-HIGH BRISTOL STREET • . : _... ... ■ ....... ■ ■ ■ ----■--.'ii ........... ..-................. -. ..... .-.-............................................... -.-..-..-.-.-..-.... ■ •• ..-..-..-..-........ --.--.... ..,_ •• -------------------------------------------- I-w w J: VJ VJ ::c I- " ~ ..J w m w w (f) w z ..J ::c 0 I---<( ~ -w----- ~------------------------------+-----------------------------------'-'-'----~--l--------.~ .......... = .... ~-.................... ~ ..... ~ ..... ~ .... •"•"•"•"•"•"•"•"•"•"•11•■11•n■■11■11■■11■11■■11•11•■11■11•■■■11•■■■11•■■■11•■■■11•■-•~•ili•~••■■-■ili•~•ili•~•iii•~•••■-•••■-•~•■-•~•••••••••••• > • SC MC EP a a5 : 44 5C 27 5G 26 5G ■ <( ■ ----'-..J../ '>-.J.,/ ... _,_.. ' w • w ■ U)r-----• ~ JAMBOREE ROAD EXlT tu w I (I) LlJ LlJ Cl) I CM ~~~■~ I 91 5G I z I ~-IJ ------~--------I /-------------~~ _:,___ _____ _:,,__ ____ --=-=-==--=:---=·=· •::::·· ==·~.:.....·. • HYDROZONE -HIGH / •• 1- -__ BRISTOL STREET _ -w _______________________________ ·-______________________ :........w-__________ '-■---■---■----------------------------•••■■•■•■■■---■---•••••W ■■•■---■■•■••••••••••••••••••••••• ~ 811 w :J z w ~ L1J 0 ::, IY Cl.. (J') ~~ PLAN NORTH NORTH 20· 10· o 20' 40' - - 60' ---SCALE: 1"=20' TCLA,Inc. --....._ □ CORPC!RATo OFFICE:· JOSEPH A, V/\RONIN A.S,LA. C/\fl1737 27905 SMYTH _DRNE. VALENC1A, CAUFOONIA ;)1356 (PH) s;1.ro2-1011 (l'X)66t.702,-0293 • ORANGE COUNTY orrmc: 1 >,o REV,DWS AVENUE #112, 1RVJIE, CI\UFOIINIA 92614 (PH) 949-2.~0-1615 (l'X] 94!1-<ls:l-1801 DESIGNED: DRAWN: NO. DAlE DESCRIPllON Of RE\ltSIONS CHECKED: DATE; HK 06-14 2013 SEE SHEcT 9 FOR SHRJB TRIANGULAR SPACl~G DIAGRAM. SEE SHE;;T 15 FOR TREE ANIJ S-IRUB DETAILS C-4 843 BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE PLANTING PLAN R-6019-S CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SliEET 11 OF 1 5 . •••••• 811 ••••• ■ •• ■■ •••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• APPROXIMATE LOCATIOl-,I OF SOIL SAMPLE#4, ····················································································~ SEE SOILS REPORT, SHEET 9. EP I lJJ I 5 i a.. ~ I - > I ~ I E ♦-··········~···················································-····•·jj··············· i . f-■ i:t1 • :c ■ (/) Cf) ~ E LIMITS OF\ (9~ PLAN NORTH NORTH 20• 10• o -SCALE: 1"-20' -r XC" 1 7 20' 40' 60' - = r SC'\ 66 5G1 ' ~ ' - _y,.. V/ "i,7 -)I J . .,! /,.. ,I\ //' / A <' ~ ./1 •• :_ ":/ •F TCLA,Inc. -=~ □ CORPOAATE OFFICE: JOSEPflA. VARONIN A.ili.A. CMl737 279/)SSMYTHORIVE, VALENCIA, CALIFORNIA 91355 (PH)661-702-t011 (PlCo"81•?"2.-02il3 ■ ORAJCE COUNTY OFFICE: .. ..• :,_ . /I '_,_,, ,, '/ ii 1300HEYNOI.OSAVENUE#11Z IH'Jt,t;, GAUFOIINll\"il:!614 !PH) /l<1-~5(;.1615 (FXI 949;150-1/\01 ·--. ./ /}',,, At/ /."' , ~-V, ,, /. /A ; 1;, Vlf vr " NO. OATE --- --- AP~ROXIMA TE LOCATIOfl OF SOIL SAM"l.E #3, SE~ SOILS REPORT, SHEET 9. MC 89 5G • I I EP I r5::-:2:"T5::G::-1 I tu ■ UJ ............. , :c en rt) :c C/,l'.>..,.."'11- ~ ....I UJ CJ w UJ Cl) lJJ z :E •·· Cl i ••••••••••••••••••••••••••••••••••••••••••••••••••• ·-•► •t.-----+-------:i --(' EP' r PA"' r XC"' ',__1115(3, ~61~ ..._615~ I -e~ / -LIMITS OF WORK .. -~ I, / / / A/ If V t' I ---- ' 7 I j - DESCRIPTION or REVISIONS DOG) I 1)<J'lrr / J'-..{_/V }J{,_ n, .,. ~ '/ #.TF1. ..... .,v T' I),.. 'V"' t • D o□o •••••••••••••••••••••••• DESIGNED: CHECKED: I I I I I I I I I I ■ ■ I ■ • • I I I I I I I I ♦• □ <5 a:: w w 0::: 0 CJ 2: <C "") ~ a:: 0 ~ LL 0 Cl) f- 2 -....I SEE SHEET 9 FOR S'-iRUB TRIANGULAR SPACING DIAClRAM. I SEE SHEET 15 FOR TREE AND SHRUB DETAILS I C-4843 BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE PLANTING PLAN CITY OF NEWPORT BEACH R-6019-S PUBLIC WORKS DEPARTMENT SHEET 12 Of 15 7 8 DI ,,-------CARSON INDUSTRIES PURPLE 10• ROUND VALVE BOX #910-10-4B WITM LOCKABLE LID. 2" ABOVE FINISH CRAOE. ,----FINISH GRADE EXTENSIONS AS REQ'D. .,--BRASS BALL VALVE PVC SCH 80 MALE ADAPTER PROVIDE 1"-2" AIR SPACE BTWN BOTTOM OF VALVE AND TOP OF ROCK. ,----8" MINIMUM LAYER OF PEA GRAVEL ,-.-RED BRICK TYPICAL, 4 REQUIRED 'I-'~,,,__--,,<;~ NOTE: HEAT BRAND ''BV" ON COVER IN 2" TALL LETTERS, TYPICAL BALL VALVE DETAIL SCALE: NTS .,----FINISH GRADE ,...---CARSON INDUSTRIES PURPLE 10" ROUND VALVE BOX #910-10-4B WITH LOCKABLE LID. 2" ABOVE FINISH GRADE. ~--QUICK COUPLING VALVE WITH PURPLE RUBBER CAP ...-----RED BRICK, (4 REQUIRED) .,,---1 CUBIC FOOT OF PEA GRAVEL 0 ,.----BRASS NIPPLE .,,---BRASS 90 DEGREE STREET ELL _,,---BRASS 90 DEGREE STREET ELL .,,---6" BRASS NIPPLE ,---MAINLINE PIP!NG ANO ffiTING NOTE: HEAT BRAND "QC" ON COVER IN 2" TALL LETTERS, TYPICAL QUICK COUPLER DETAIL SCALE: NTS T €BQJ9 PLAN NORTH NORTH 20' 10' 0 5 6 20' 40' - - CARSON INDUSTRIES, PURPLE 12" RECTACULAR V"4..YE BOX #1419-12-48 WITH LOCKASLE LID. 2" l.l30VE FINSH GRADE. PROVIDE EXTE:NSIONS AS RE:Q'D . f;-.;1....----WATERPROOF WIRE CONNECTORS MASTER VALVE DETAIL PULL BOX DETAIL 6□' TO IRRIGATION SYSTEM VALVt::S REMOTE CONTROL MASTER VALVE WITH PURPLE: HANDLE:. PRESSURE MAINLINE VALVE WIRES TO CONTROLLER, INSTALL MASTER VALVE WIRES PER MANUFACTURER'S RECOt.11t1ENDATIONS. PROVIDE 36" EXPANSION LOOP. s• MINIMUM LAYER OF PEA GRAVEL RED BRICK TYPIC!IL, 4 REQUIRED NOTE: • HEAT BRANO "MV" ON COVER IN 2• TALL LETTERS, lYPICAL . . SCALE: NTS FINISH . GRADE. AT 1" B.ELOW TOP OF BOX IN TURF AREAS; 2" BELOW OF BOX IN SHRUB/GROUNOCOVEfi AREAS. CARSON INOUSTRIES PURPLE 1 o•. ROUND VM..VE BOX #910-J0-48 WITH LOCKABLE LID. 2" ABOVE FINISH GRADE. MINIMUM 36" LONG PIGTAILS Of V/>J...1/t. AND COMMON WIRE WITH NO SPLICES 1 CUSIC FOOT OF PEA GRAVEL RED BRICK, (4 REQUIRED) MAINLINE PIPING ANO FITTING NOTE: HEA'T BRAND "PS" ON COVER IN 2" TALL LETTERS, TYPICAL TCLA,Inc. SCALE: NTS 811 ---SCALE: 1"=20' I 3 4 NO. * LlGlNLl 1. NON-PRESSURE LATERAL LINE PIPING. 2. PRESSURE MAlNLINE PIPING FOR RECYCLED WATER. 3. PRESSURE MAINLINE PIPING FOR POTABLE WATER, IF ANY. 4, CONTROL WIRE -BUNDLE AND TAPE EVERY 10 FEET. INSTALL ADJACENT TO PRESSURE MAINLINE. 6' 6 7 M[N. 5. PROVIDE CLEAN BACKFILL 2" JNJER AND 4" .AROUND PIPE 6. SEE IRfi GATON SPECIFICATIONS "OR BACKFILL AND COMP."-CTION '< ~OU IR EMENTS. 7. FINISH GRADE. 8. PROVIDE A MIN MUM SEPARATION OF 10 i'EET BETWEEN POTABLE AN) IRR;GATION MA NLINE "IPING. • 12" M NIMUM BACKclLL DEPTH FROM NON-PRESSURE LATERAL LINES ** MINI\.IUM BACKFILL DEPTHS FROM GRADE TO TOP OF MAINLINL ?4" FOR PIPE SIZES l" AN fl I AR(;ER. 18" FOR P PE SIZES 2 1 /2" AND SMALLt:.11. CROSS-CONNECTION DETAIL ,----'---MAINLINE PIPING, Sl'ZE PER LEGEND SCALE: NTS CARSON INDUSTRIES PURPLE 10" ROUNO PI..ASTIC VALVE BOX 1/910-10-4B WITH LOCKABLE LID AND £XTENSIONS AS NECESSARY. TOP OF BOX 2" ABOVE FINISH GRADE IN SI-IRUB/GROUNDCOVER AREAS. ,,..--WIRE CONNECTORS, 3-M 3570 OR EQUIVALENT FLOW SENSOR /1.s REFERENCED IN IRRIGATION LEGEND FINISH GRADE STRIP SHIELD BRAID BACK 2" FROM END OF CAELE '"""'1 ,,,,,.,k,J~[:,-::...::..=-=-=-::.,::;,.;2....::__:::_=-=-=-=-=-::;,,;nl:,.,.,.J"r-REA PE-89 COMMUNICATION , I CABLE, WITH 36" MIN. EXPANSION LOOP -SEE MANUFACTURERS SPECIFICATIONS FOR DETAIL 11 INSTALL IN 1" PVC SCH-40 CONDUIT 1,l : \ [~ PIPING, THESE TWO SECTIONS ONLY, 1-1 I ! TO BE SAME SIZE I'S FLOW SENSOR ::: Jll.L _ 6" MINIMUM LAYER OF PEA GRAVEL __,,.,..k-o:;::;:;:::;----L __ l-::±:::---;::;;;nE'!,;;;:;:-MAINLINE PIPING, SIZE PER LEGEND =1 I I I :, Ui-.r--co111MoN BRICK (4 REQ'O) lj3' ,.w ALLOW MINIMUM DISTANCE OF 10X ·11 FLOW SENSOR SIZE FROM NEAREST -I UPSTREAM VN..VE, FITTING, -OR REDUCING COUPLER FROM .i'1i'l 1111 -Ill m -.,. _ EDGE Or rLOW SENSOR ALLOW MINIMUM DISTANCE Or 5X FLOW SENSOR SIZE FROM NEAREST • DOWNSTREAM VALVE, FITTING DR ~----------REDUCING COUPLER FROM EDGE OF FLOW SENSOR REFER TO MANUFACTURERS INSTALLATION RECOMMENDATIONS FOR FURfHER DIRECTION FLOW SENSOR DETAIL SCALE: NTS DATE DESCRIPTIOt-1 Of REVISIONS 1 2 -------~~f__F:~1~;;~.J~ __ (tl'f_~,,~!:1'-~---··· ----;'i fl'.25! j ----·-······4 at,:.:,- ~=' ~1 ~-- 2, ~ J rt \.;"Ui:A~ AACtll'W C'#\M,U Ufl IJ..L <i~4 !!Mli_~ ·.:mttt.~ Nf.l-WJ\. C.ITY \)Ji Sli'l/\'l'Ultl' l:lhACH 11·ra.1 . .'r'W4:ffl:~mJl"'-ltTMR'liiT SINGLE-METER CABINET l>.1OUNTINO DETAIL c-;i~'-i Unr.8~,'-11) ~.''1610,,•,. SINGLE-METER CABINET MOUNTING DETAIL Evolution DX2 Stainless Steel Pedestal Mounting Muurting Tern pin pr.,,mo &or •• ., IHlfllllian 13,6" Dl'IG l'ED10B a. U' -lln unc:,•uufl ljj 2• conolwll • -• widll e l. uru:hrl .. COft'lmUDlcdlan D N; DOll'l!tl' cOftdt.ltt E 1 ~ t;Ol'ldUI • t;8MOI" wirll'IQ F Ewtem.id 1nli1T1111 G GIQUIHiinG" «.cl Bolt and Conduit Template _ .-AUTOMAT:C CONTROL,..ER -V,11,NOJ\L·· flESi5i!l.tiT OJCLOSIJRE / (PtaDo;5:AL MOIJKTED) • ,--..-f--'lJll'O::R SWITCtt __.,,.,..,. ,,.......110 1/0d FOWER Wl~ES IN ~ . CONDUT, INSTALL PER Atl Af'l'1.J(.;AflLI:. 1,'UU~ /r-t::ONCIE1E. B.I\SE /' r FINISH GRADE . I 120 VAC CONNECTION IRRIGATION CONTROLLER DETAIL SCALE: NTS BRISTOL STREET LANDSCAPE IMPROVEMENTS SCALE: NTS C-4843 LANDSCAPE CONSTRUCTION DETAILS DESIGNED: DRAWN: CITY OF NEWPORT BEACH R-6019-S K H CHECKED: DATE: HK ll6-14-20L} PUBLIC WORKS DEPARTMENT SHEET 1 3 OF 1 5 8 9 I 11 11 111 11 i' :111=111- 11 Ii 11 111 11 ·-1•1-_' - I_TTT ·>< N <( -:::. .,------CARSON INDUSTRIES #910-l0-48 ROUND PURPLE BOX WITH LOCKABI.£ LID. ,,-,--FINISH GRADE: PRESSURE REGULATOR 8" MINIMUM LATYER OF PEA GRAVE:L PURPLE MAINLINE PIPING RED BRICK TYPICAL, 4 REQUIRED PRESSURE REGULATING VALVE SCALE: NTS ,----------FINISH GRADE 6" IN. (NTS) SLEEVING DETAIL -0 I z z ,!) ' -0J <l) 7 ' -- f l 6" MN. .,,---RECYCLED WATER IDENTIFIER TAPE OVER MAINLINE(l"URPLE) ONLY. CURB OR PAVING EDGE VALVE CONTROL WIRE "---2" DEEP CLEAN, APPROVED BACKFILL MATERIAL SCALE: NTS CUSTOM 18" HIGH X 24" WIDE X . OB2" ALUMINUM 516N. Sl6N SHALL HAVE AJRPLE BAGK6ROUND l'IIITH WHITE LETTERIN6 AND ARTHORK WITH ROUNDED CORNERS. CHRISTY'S Sl6N tt .B5. GHAN6f: Sl6N SIZE AND THE Y'IORV "RECLAIMED" TO "RECYCLED", (000) 468-4583. "l/NI-STIWT" Sl6N POST OR APPROVED l:GIJAL SLOPE TOP OF FOOTING TO DRAIN -----FINISH 6RAVE ___.--GONC.RETE FOOTIN6 COMPN;,TED~DE NOTES, I, LOCATE 516-NA&E A5 5t!OtiN ON PLANS. 1 Q RECYCLED WATER SIGN SCALIE: 1/2"=1 '-0" DI 811 5 6 7 l L 1 • MULCH !AYER INN BASIN PER Pi..atmNG NOTES EARTH BASIN PER PLANTING DETAILS MULCH LAYER PER PLAN , .~NISH GRADE . . . '• .--.... -. 1~*J¢:;I J::_,.-' '~---=PLANT PIT _____ ROOTBALL RAJNBIRD. RWS.:..t.l-B-C-1402 ROOT WATEi.lNG SYSTEM, SET FLUSH WITH MULCH COVER 1/2• SWING ASSEMBLY LATERAL LINE AT 12" BELOW FINISH GRADE. LOCATE TEE OR ELL FLUSH TO EDGE OF PLANT PIT AMENDEO BACKFILL DWS BUBBLER DETAIL PLANT ROOT EIALL. SEE PLAN 6' MIN. FOR .36" BOX 4' MIN. FOR 24" BOX DWS BUBBLER DETAIL-PLAN VIEW ~p:c) L • ·, \.'/'r~~~ PAVING MATERIAL BASE MATERIAL COMPACTE:D • SUBGRADE WATER MAINLINE AND/OR WIRE BUNDLE WITHIN THE SLEEVE: .SEE Pl.AN FOR PIPE St.EM SIZE AND LOCATION, 1(;;:::'----PVC SLEEVE, BORED UNDER SCALE: NTS SCALE:: NTS /J HARDSCAPE SURFACE. REFER TO Tfl:~~= PLAN FOR PIPE SIZE ANO LOCA:.ION. SLEEVING DETAIL 3 24" MIN. .,,--POP-UP ROTATOR HEAD WITH PURPLE RUBBER CAP, f" ABOVE FINISH GRADE ...___ PVC LATERAL LINE ANO FITTING POP-UP SPRINKLER HEAD DETAIL SCALE: NTS THREADED BUBBLER PER IRRIGATION LEGEND. 3• ABOVE MULCH LAYER 1" MULCH LAYER PER PLANTING NOTES EARTH BASIN PER PLANTING DETAILS ULCH LAYER PER PLAN ' ', .. , , ,,: ;FINISH GRADE I t ' t • . . '.. . .. . .. ....... ,. •'• ' . . -- -. m. m_ w- _, I 1=111=1 11:--· ',_, I J~ PLANT PIT SHRUB ROOTBALL 1/2' PVC SCHEDULE 80 RISER PVC 90 DEGREE STREET ELL ~ARLEl< 90 DEGREE STREET ELL PVC LATERAL FITTING LATERAL LINE AT 12• BELOW FINISH GRADE. LOCATE TEE OR ELL FLUSH TO EDGE OF PLANT PIT AMENDED BACKFILL 1 FLOW ---------------- ,,..--LATERAL LINE TO VALVES ,---SCH BO PVC MALE ADAPTER .r--CARSON INDUSTRIES PURPLE 12" RECTAGULAR VALVE BOX #1419-12-4B WITH LOCKABLE LID, 2" ABOVE FINISH GRADE. PROVIDE EXTENSIONS AS REQ'D. WATERPROOF WIRE CONNECTORS ~;;;;,ti-:-PROVIDE 36" LONG EXPANSION -CURLS .--.\\h"~ UN ON I REMOTE CONTROL VALVE WITH PURPLE HANDLE PVC SCHEDULE 60 NIPPLES TYP. -= PVC TXT 90 DEGREE ELL ...,~~El ~-PVC SCHEDULE BO NIPPLE r RISER ~l=:::=l_ __ 5" MINIMUM LAYER OF PEA GRAVEL -----RED BRICK TYP,CAL, 4 REQUIRED -11----PRESSURE I.IAINLINE SXSXT FITTING ~~:=::~---COMMON AND CONTROL WIRES NOTE: HEAT BRAND CONTROLLER & VALVE NUMBER ON COVER IN 2• TALL LETTERS, TYPICAL REMOTE CONTROL VALVE SCALE: NTS 5" MAX, ~---FINISH GRADE --FACE OF EXISTING FENCE ~---PVC 90 DEGREE STREE: ELL _.,.,..----1MARLEX 90 DEGREE STREET ELL -·----,-------.----------------------.-~ .......... -t----r-------------------------,.----~ ~~:LE: 4 SHRUB BUBBLER DETAIL ~~:LE: 2 STANDARD RISER HEAD DETAIL s~~E: C-4843 , __________________________ .....,_, ______ .. _.,._....i·-..,.-------------------,--::::!::--1--------,---------------..._ __ .._ ___ -4 I TCLA, Inc. -~::::,.._□ COOl'QRATE OFFICE: JOSEPHA IIARONINA.S.L.A. CA#1737 ~100G SMVTH ORIVJ',VAI..FNCIA, C".ALIFQRNIA 91355 !PH) AA-1~70,~101-1 (FX}6M~?'02-0200. ■ ORANGE COUNTY OFF1ce, 1360 REYN:>(~S AV£111Je n 1·12, IR\l!NE, CAI.IF ORN IA 926'14 (PHI 94{j.250.10tli (l'X) 94ils25<l-1801 NO, DATE DESCRIPTION Of REVISIONS DRAWN: HK HK CHECKED: DATE; HK -14-2013 BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE CONSTRUCTION DETAILS CITY OF NEWPORT BEACH R-6019-S PUBLIC WORKS DEPARTMENT SHEET 14 or 1 5 IRRIGATION MAINLINE rill ------J--BRISTOL STREET 24• O.C.W.O. RECLAIMED WA LINE PULL BOX l ! ~~ ~ 11 ~ ~ , " Ii I, I I Ii n ii 11 11 !II /,1/1 / 7 ~1;11 CYPRESS STREET SANTA ANA HEIGHTS LANDSCAPE RESTORATION PROJECT R-6014-S. /fl , I/// I 1! 1: (' 1111 ,it\ \\\ \\ \\1 1-----------------1\ \\\ \\~ EXISTING RAINMASTER CONTROLLER. CONTRACTOR '~~" 1 SHALL PULL VALVE WIRES FROM THE BRISTOL STREET "~"'-'. / PROJECT IDENTIFIED AS "A" CONTROLlER WIRES, ~1 COMMON WIRE, AND SEPARATELY. THE TELEMETRY WIRE IN PVC CONDUITS TO THIS LOCATION AND CONNECT WIRES TO AVAILABLE STATIONS AND TERMINALS AS APPROPRIAlE. REFER TO LANDSCAPE IRRIGATION PLANS BY DAVID /1. PEDERSEN, INC. NEWPORT BEACH, :A (949) 251-B999. INSTALL ALL SUBMITTAL ITEMS \ND CHARTS /lS DENOTED WITHIN PLANS AND :PECIFICATIONS. rill 1- UJ UJ er: 1- (/) (/) (/) UJ er: g: (.) CHAIN LINK FENCE MAINLINE AND EQUll'MENT ARE SHOWN IN THE STREET FOR DESIGN CLARITY, INSTALL IN PLANTING AREAS. 2" EXISTING TELEMErRY CABLE SI E'VE 2" EXISTING IRRIG,'.TION CONTROL WIRE Sl.EEVE 8 POINTS OF CONNECTION CONTROLLER 'A' SCALE: 1"=20' b I ... 2 CLR do ti) VJ • 0(1 • 10 • I N N 2'-4" so. 2•-0• SQ. ''x6"X1 s• CMU BLOCK PILASTER, GROUT SOLID (4)-#4 VERT. SPRE'AO BARS AT FOOTING l>S SHOWN LSJl.-r-•#3 TIES APPROX. 2" FAUX ROCl< VENEER =-·,.---.:.,OGE OF CAP FINISH GRADE OUR-IN-PLACE CONC. CAP. MEDIUM SANDBlAST FINISH. PROVIDE SAMPLES FOR APPROVAL BY ENGINEER. NATURAL COL.OR CONCRIITE. e"xa·x1e· CMU BLOCK PILASTER. GROUT SOLID #4 BARS, (4) Vfi'.RT Af CORNERS, SPRE:AD ENOS IN FOOTING FAUX ROCK STACKED "FAF!MEH" STONE \IENEER, MATCH THOSE AT MESA-BIRCH PARK. PROVIDE SAMPLES FOR APPROVAL BY ENGINEER. __.,..--f3 TIES Q. AT TOP, MIO ANO ~~!Ib?,...::::_ FOOTING .~~fil~~~!1tt~~itJ;r---====~1CONCRETE FOOTING ~ I :--~'iet~:~~~~-~------COMPACTEO SUBGRAOE "'< I! NOTE:. 3'.-o• SQ. ALl STEEL TO BE EPOXY COATED. 6 STONE PILASTER 0 IRRIGATION MAINLINE EXISTING 2• IRRIGATION CONTROL WIRE S EXISTING UTILIT'r' CABINET -----.... EXlSTING ELECTRICAL METER ---~ @ ,. INSTALL NEW IRRIGATION CONTROLLER 'B' TO-~ FACILITATE BRISTOL SOUTH PROJECT fROM FREEWAY OFF-RAMP TO JM4BOREE ROAD. ANAL LOCATIOM SHALL BE VERIFIED Wmi ENGINEER, @ EXISTING EOISON BOX CHAIN LINK FENCE STONE PILASTERS, T'IPICAl SCALE; 1i2"=1 '-0" MAINL1NE AND EQUIPl,100 ARE SHOWN 1IN THE STREEf FOR DESIGN CLARITY. INSTALL IN PIANTING .AREAS. 1 • TELEMETRY SLEEVE TO INTERCEPT EXlSTING 2" Sl.fEVE AT STRfET "'-------- BRISTOL STREET I Lo C{J)f ;011 ifl/ {., UNKNOWN VAIJI.T □ UNl<NOWN VAULT I 7 POINTS OF CONNECTION CONTROLLER 'B' SCALE: . 1 "=20' TCLA, Inc. alllrll""'~:,,.. 0 CORPORATl" OFF/Cl': JQSePHAVARONINAS.LA. CM/1'137 2~5 SMYTH DRWE. VALEr-«;JA, CALfFC1VM 9135$ (PH) S61-7D2-1011 (FXI 6&1-102-029:l ■ OAAllGE COl!Nn' OFF!CI:: 1380 RF.YNOl.DS AVF-tuF#112ilR'./llE, CAI.IF"ORNlA 82a1♦ (PH) ll4MS0-161o (1')() 949.;,_511-1001 4 5 NO. ,-------------OTHER EDGE OF D.G. TO HAVE MATCHING HEADER, OR D.G. Will BE ADJACENT TO CONCRETE OR OTHER FINISH SURFACE. SEE PLAN. --------3" LAYER DECOMPOSED GRANITE 45" ANGLE PAVING. SEE PLAN FOR LAYOUT. SEE NOTES BELOW FOR TYPE ANO INSTALLATION PROCEDURE. --MULCH LAYER PER PLAN FINISH GRADE 'i!±:!ml:!d;;;;;J..._CONTINUOUS 2"x4" S4S REDWOOD HEADER OR 3-1/2"x4" LAMINATIONS ON CURVES 2"x18" S4S REDWOOD STAKE @ 4' O,C., PO,NTED AT ONE: END. DOUBLE STAKE AT ALL SPLICES. 1 .. Al..L DECOMPOSED GRANlTE SHALL BE 1/4" MINUS, COLOR TO BE SELECTED BY THE ENGINEER. SUBMIT SAMPLES FOR APPROVAL 2. "STABILIZER" BINDER SHAI..L BE INCORPORATED THOROUGHLY WITH ALL O.G. AT A RATE OF 10. POUNDS PER TON OF D.G. OR AS RECOMMENDED IN WRITING BY MANUFACTURER F'OR APPROVAL. 3. il.G." & "STABILIZER" SHALL BE INSTALLED IN ONE APPLICATION, DRY, PRE-MIXED AT SlJPPLIER OF' D.G. &: THEN WATERED, THEN ROLLED/COMPACTED TO A MIN. 95% COMPACTION, 4, PROVIDE SAMPLC: OF D.G. (AS IT WILL BE MIXED WITH "STABILIZER") FOR APPROVAL FROM THE ENGINEER PRIOR TO PURCHASE & INSTALLATION. 5. HEADER EDGINGS. AS DETAILED ABOVE SHALL BE INSTALLED AT ALL EDGES OF D.G. PAVING EXCEPT .AT CURBS, ASPHALT, CONCRETE PAVING, OTHER HARDSCAPES EiC. 6. 1liE CONTRACTOR SHAtL PROVIDE THE ENGINEER WITH THE PURCHASE RECIEPT FROM THE DECOMPOSED GRANITE SUPPLIER, DENOTING "STABlllZEO" DECOMPOSED GRANITE WAS PROVIDED AND THE RATE OF STABILIZER ADDED PER TON OF DECOMPOSED GRANITE. 7. THE SURFACE OF THE D,G. SHALL BE SMOOTH HAVING NO HOLES, SOF'T SPOTS OR SLUFFING AT THE C:DGES, IT SHOULD BE A HARD SURF'ACE AND CONSISTENT THROUGHOUT THE POUR TO THE crrYs SATISFACTION. STABILIZED DECOMPOSED GRANITE PAVING SCALE: NTS • ,-•-.,:: "' '." • • • • • . •l'i ·•. ~ •• ,..,. C .C,3; 9w_r·1,.,:: fnc1tei· 1!,m9oc, fo:C>t,Sf -.,.'I'-....:d .. i-,·~.-: -.. , 3,-,'T1 N' ;o;;v, ,;.;-~ 2u. (~) 0M$~,t}( itiriP 'J:',iHrt't·:oi,.,d':t~:r:, 6:iy,-oi:sG·t· 'T'rc-~i:t,r' t<l'i ii:; ,;~ IX~. ~) 1}Pc '.-~JI'.~·-;-~,::..' <:c~pci-·11.ihr'lcr (ff I h~9. fo\it;i!,: ·90• t,~i:C*,-.-Meco-;;;r· ;;_;~~fv6!ad: :ri.1.i~ll\/Li:. " .>::(!l)l:'is:r f.'.mir;t, _(1) 't.Qp~iiir' M,~p,!i~::J; ¾J£iC'Q ir -~;u·:.,,i-;ft]':-\. ,jom1;<1t_f(" <i::Jf'p(°'r' , n~::it,•. :If. -sen:-i::.e.~;;;e rs:. s:!YI!:. 20· .feel b. {~::,r/1. (,,:;, r:.;:r,dr:'.< r.,,.,,T,a'.),•l':!se:.Jn ;uE-1Q"..1 ·M~y ~t!: -.., .. ,.;~a, ~iH1 'st:,t.;e:,{.J) oop,'i~<.ioi f.--o·,r,-· 11->ti lf.);~le.(l Ui-ihtr;tl, ® \jt:-f,.~)P"!' J,i~:!.'.hy.·i-}:1.:1::!·1p-1 rf,::i;,,!' t,,~;" •:ru'p~"'ii?~ii::~·i;f.i;i" • -~1one:s: ,":.-1\Jl! . .l ::r-r·~n: !"2--t:C□--l;- SPECIAL NOTES: {~'}-. ;:i{;;;;~1c td6M~~c, S{r-i;p :Sw,.;,:~·.--~-•::d".i':6 s<n{h. !~fii i::>;r,i:: ~·nrf:iQ, .._,_.,. ve(;:a~ .:·-''118. ·or f..Y.d .. 2C2.tf-\f'7. <fC1.-:=:c~cr~f~,r"'!d~-'t:Ui. r:-;;1,: .ft.ii~~'.·B-,,e,;;.·•.;;;b~et, \0 if"-cl'f~ .;:,. ~,;:,M\4,:; i'~,q;:frll! S\¢e· V-<if~1::;, ,:<.'.;<;~r::,. /'. . ..., ' . ·---,, ~ i}' C:~P:u· L:'f _'f!b:,w; -\'>.t::-c;o c;,, ~i;_.;!o.ic.~tt .. -::lo~~1t1i;: :i:::>p-j>i-..>t"" ., ... T\t:,,~ ,,:"'-,_-~;,;--. , ._ -' ,·· .... _. ' ". -·. ~ ~~~-., B:11:,~" .t."'w~"'7'J, {1,,,...,~:1;;;a.:} .. ~''' ~ . .;--_&.·. /--~: ,.,,:,~,,_ ,, ,...,,.. .. 1..... ff''>!,. ·tu·,.-,, · ,,.,,,.,,: .• ,.,. •. ., .. ,----;;.;::o.~r'C · t·s.--.i ..... ,..:1 • · '\.::1 ·',e•~-· .. ,. '-''"'•'·"''-•· ·-·~~ ... _,.,, .,,...,, ~......-.-"" •• ,;_·n_.\J' .. ,..,..,,v,. f,: ?}~~.:-:t;,pp,a,-"~ !"~w(. bn~c1_e~;:,it)f1•i' . ..::Ol~-..:;,,,:igS .,,;,~_.b~_··;.:i11~miti~ -□~-lfi0i\;o\<,::c~ n· ,fG~,f -0r. :.r,r~n::~~-,- 2,:_ ··~:tt1,tt~~~i;~•,l. i~:~;;(at\ ~i;1~;:,~;~ .. ~'~::~;::,~t-:i ~_ij;tit:-~~~~ft.~~<;•--· l.1:ii 'ef.&f',_ ~~ :t-.:G~-t~~;i-i~1:.e~· fij ~Ile,,~· -~:~.Si,)cic':1•~· -rs( .ri¼./. t'°.;tc: 6~r.'J!,;:~ -t:-eh"<>:.:t.;i.-.-.-.,i .. iii~-at!i _i;)1;1: ,::i . r~-;~;fd.i1if: <:If :t,i~ e~otif: <.,iii!' -if/ Gi -~)i·, _ ◊r" :~frJ;i" ~g: :fi•ii:·,t~~a bf J ti'l t-i~ Dl~;i;M: 6:s (ecc' ~i'ter ·.t.htJf ~cf·!;,(,· ,~:st\•:; S~~r• i.i~ op ~c,. ;11ty¢r ~~ \'!c_·: ,.~•.c{,er;(::- ·e\ .'faire ::-.rrd·1,;~1.f\Or!'.:'J'.a!◊'l fittli'!,;Js' ,orc~!Stf\";'tiy :pro~itte~i ,/·_~-t.~~bt_::i'lr!·_~.sH_;w.,_, 'l!:l:.iµe • f~-·r,t:f/~e. it,!!:_ f';~~~ ~,;i:,ir.r-rr,nr~ ·.? 'l"!;!~~~-'f ~:;-ot. iJ~:;. _7'-C'f ~ti ··/(°iap~d ot --:5:F<:;.,; . .'.:i~!a! -. (by· :.'t'";-~~:,:'.:t .p&i!,;,;..~·),::rl'f ,.Y"'):,) ;.·~rr'i' •rf1cm.!> art !!:t'lcf<ew: Ot> ,';t~i~f-t':6~0lU!:l!')!. ..,i,rr-0"1!.- $ ... -Ah t;l{ir1ll· -'.~·!-'. ii '·be>t•'· Ji,m,rifd:, t,,. ~M' (MP,;Cir,!i'': cicrP: -i~':}ie f,;:1kje-.1' cii-~.J~P.i 11=ie:-1i-':>6 ~;':!, rtfE" ~=-:)' s·~o--.~ci5:;.-i._ WATER METER DETAIL SCALE: NTS DESCRIPTION OF R£VISIONS LODGEPOLE STAKE NAIL TO STAKE PER LOOSELY LOOP AROUND TREE IN "FIGURE 8" MANNER TREE TRUNK MANUF'S RECOMMENDATIONS .,---APPROVED STREIT TREE, 24"-36" BOX SIZE. THIN CANOPY TO REDUCE WIND RESISTANCE, AS NEEDED. REMOVE NURSERY STAKE IF ANY. ORIENT THE TREE WITH SECTION OF TRUNK SHADED BY NURSERY STAKE TO THE NORTH. 1 2 3 'CINCH-TIE' DETAIL -2·x,o· DIAMETER LODGEPOLE PINE --V.I.T. CT-32 'CINCH-TIES' _.,.. • ------4 PER TREE. -------30" MIN. DIAMETER BERM CAPABLE OF HOLDING 20 GAL OF WATER. !MM EDIATEL Y PRIOR TO BACKFILL REMOVE TREE FROM CONTAINER. CAREFULLY PLACE IT INTO PLANTING PIT. PRUNE KINKED ROOTS. DO NOT BREAK OR OTHERWISE DISTURB ROOTBALL 2" LAYER MULCH (1" WITHIN BASIN). CLEAR AWAY FROM TRUNK. • \;,-,,4-1~~~=-----== FINISH GRADE. ~ul¥a~~=------:BACKFILL PER SPECIFICATIONS. V EXCAVATE A "SOIL FU\RE" ADJACENT TD AND LOWER THAN THE ELEVATION OF THE CONTAINER. -·TfT:::::: I UNDISTURBED NATIVE SOIL -MOUND NATIVE SOIL BENEATH TREE, I ASSURE THE ROOTBAI...L CROWN IS Ii 2" ABOVE FINISHED GROUND. I I I I ' -tic---------12" DIAMETER AUGER HOLE 2-4X ROOTBAL.l. BENEATH ALL 1REES. MINIMUM 6' DEEP OR TO DEPTH I'S APPROVED BY ENGINEER FOR PERCOLATION. BACKFILL WITH SITE SOIL INSTALL OUTSIDE fOOTPRINT OF ROOT BALL. 1, PLANT 50' MIN. FROM BCR ON THE APPROACH TO AN INTERSECTION AND 15' FROM THE ECR ON THE EXIST SIDE AS APPLICABLE. 2. PLANT 10' MIN. FROM EDGE OF DRIVE APPROACH, 3. PROVIDE 10' CLEARANCE FROM UTILllY AND SEWER LINES. 4. PLANT 20' MIN. FROM STREET LIGHT AND POWER POLES. 5. WHERE THERE IS NO SIDE WALK, PLANT TREE IN THE CENTER OF PARKWAY. 6. Pl.ANT TREE 3' MIN. FROM CURB. TREE PLANTING DETAIL n ROOTBAU. DIAMETER, Mitt TREE PLANTING DETAIL 6" CONCRETE PAVING DETAIL SCALE: NTS PLANT 2" EARTH WATERING BASIN, ROOT BALL -TOP SHALL BE 1" HIGHER THAN FINISH GRADE. BACKFILL -AMEND ONLY PER SOILS REPORT FOR TREES AND SHRUBS. SEE SPECIFICATIONS. 2" MULCH LAYER PER PLAN (1" THICK WITHIN BASIN). FINISH GRADE. NOTES: 1 . SCARIFY SIDES OF PLANT Prr PRIOR TO SETTING PLANT. SCALE: NTS 1/2"R AT EXPOSED EDGES, 1/4"R AT CURBS AND WALLS BROOM FINISH ---COMPACTED SU BG RADE NOTE: 1. CONTRACTOR SHALL SUBMIT SAMPLES OF FINISHES TO OWNER FOR APPROVAL PRIOR TO INSTALLATION. SCALE; 1-112·=1·-0· C-4843 BRISTOL STREET LANDSCAPE IMPROVEMENTS LANDSCAPE CONSTRUCTION DETAILS DESIGNED, DRA'!\N: CITY OF NEWPORT BEACH R-6019-S HK HK CHECKED: DATE: HK 06-14-2013 PUBLIC WORKS DEPARTMENT SHEET 1 5 OF 15