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Home My WebLink About1.5-7347 Gated Entry & Common Area.<�.q A.'e 4iil` REV. I SHT. I DESCRIPTION STATE BY ul E I� �j t l I -AI -------- Elf SUBMITIND FOR APPROVAL ........._,._........__.._.__._._____.._._ DATE APPROWED--'--__-- --'bAT BELCOURT III SEVEN OAKS (WEST MING) RELEASED FOR BED _-___ - ___._, _ DATE CONSTRUCTION SET ISSUED_._.._.-._. — DATE GENERAL CITY OF BAKERSFIELD NOTES CONSTRUCTION NOTES AND LEGEND VICINITY MAP CONSULTANTS NOTES: NOTES:- - LANDSCAPE ARCHITECT OWNER f �Ftca��l�� ; 1. PRIOR 1-0 1 HE START OF ANY PHASE OF CONSTRUCTION, T -______._.. - S70CKD_� INS_____..._ - �.._____- --- 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, MATERIALS, AND - _- \ {--" 1"""_-" SUMMERS MURPHY & PARTNERS WOODBRIDGE PACIFIC`., GROUP THE CITY i COUNTY CONSTRUCTION INSPECTION _ l- SN THE RAWINGSA N 70 SPECIFIED SH ERE IN.iIALL ALL CONSTRUCTION ELEMENTS AS SHOWN � 3f.197 COAST H;(y¢�{�jjy}rg 5"('E, '2' OQ 11601 BOL.THt}USE DRIVE, BUTTE 220 DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. ON THE DRAWINGS AND SPECIFIED HEREIN. N9 — --- DANA POINT, CA, 92629 BAKERSFIELD, CA, 93311 2, UNDERGROUND SERVICE ALERT SHALL BE CONTACTED 2. ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR. � TWO WORKING DAYS PRIOR TO CONSTRUC PON. \� \ PHONE 1949.443.1446 CONTACT I JACOB MOE 1-800-642-2444 z'. n N, CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BL ACCORD{NG TO ,1 �' I w '7E j� nN CONTACT I PAT MURPHY STATE, COUNYY AND LOCAL CODES, ORDINANCES AND UP TO CAL -OSHA SAFETY ORDERS 1� GENERAL PROJECT NOTE& REGARDING PERFORMANCE OF WORK. PROJECT SITE i A. CON TRAC FOR SHALL BE RESPONSIBLE FOR MEETING ALL CITY OF BAKERSFIELD 4. "I'HE CON TRAC TOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH THE \ __ _.__.__.__ LhA".-IA-LAN:- I \\ - � CIVIL ENGINEER L� STANDARDS AND SPECIFICATIONS IN ACCORDANCE tNE7H CI7`r OF BAKERSFIELD LICENSING NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. THE r� AGREEMENT NO. 15-077 . CONTRACTOR WILL ALSO BE RESPONSIBLE FOR CONTACTING THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ALL COSTS INCURRED DUE TO =� ^ PUBLIC UTILITIES TO START THE ELECTRICAL AND WATER SERVICE IN TIME FOR _ DAMAGE ANDIOR REPLACEMENT OF SAID UTILITIES, INCLUDING DELAYS. POR -TER AND ASSOCIATES, INC. � ' �5 �' "' =:� \ CONS?'RUCTION. 1200 21ST STREET 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS ".. A ^I.7.S BAKERSFIELD, CA. 9331 B. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL APPROPRIATE PUBLIC UTILITY AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE STANDARDS, SPECIFICATIONS AND METHODS OF CONSTRUCTION. PROJECT SHALL BE REPORTED TO THE. OWNER (JOB SUPERINTENDENT) AND LANDSCAPE PHONE 1661.327.0362 ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL CONTACT I FRED PORTER II C PRIOR TO START OF CONS7RUC1"ION, ALL'J TILETY SERVICE METERS (WATER AND POWER) THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB SUPERINTENDENT) OR SHOULD BE INSTALLED AND FULLY OPERATIONAL. LANDSCAPE ARCHITECT IN WRI''ING. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE. SIGNATURE BLOCK D. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CITY PARK., 326-3354, AND PUBLIC WORKS, 326-3049, FOR AN ON-SITE PRE -CONSTRUCTION MEETING. STRUCTURAL ENGINEER E. CONTRACTOR WILL COORDINATE CONSTRUCTION WITH THE APPROPRIATE CITY DESIGNER'S CERTIFICATE hT INSPECTION OFFICIAL SO THAT INSPECTIONS CAN BE MADE AT CRITICAL CONSTRUCTION DE.,.. 1G ER' lrEtilIFiCAiE EBI/FME, INC. PERIODS BUT IN NO CASE LESS THAN: LEGEND: 1, AT THE START OF CONSTRUCTION -_-_-- -- ------ hereby certify that plans and specifications comply with City of Bakersfield ordinances. standards and 1800 E. 16TH STREET, STE. B 2. PRIOR TO ANY BACK FILLING design criteria; and that they Include all improvement requirements o. the Advisory Agency or other review BANTA ANA, CA. 92701 ( DIAMETER board. 1 am responsible for all calculations and drawings on these plan= and any errors, omissions or 3. AT THE END OF CONS"TRUC1"ION BUT PRIOR TO S'tART OF POST -INSTALLATION PHONE 1714.835.2800 x107 FF FINISH FLOOR ELEVATION violations of i e ces, Standards and design criteria shall be !:orral ad during CdnstNction. MAINTENANCE, & GF GARAGE FLOOR ELEVATION CONTACT I SCOTT W. ROSS, C.E. 4. AT THE END OF POST INSTALLATION MAINTENANCE PERIOD FOR 'WRfrfEN CI TY PE PAD ELEVATIONff Fr ACCEPTANCE. 1W "IOP OF WALL TF TOP OF FOOTING ELEVATION 1887 4/21/2020 F. CONTRACTOR WELL PERFORM MAINTENANCE IDENTIFIED IN THE SPECIFICATIONS. ALL BW OOF WALL DESIGNER SIGNATURE NO. DATE: COST INCURRED UNTIL THIS TIME WILL BE ATTHE THE EXPENSE OF -IME -CONTRACTOR. TS TOP OF OF STEPSHEET INDEX BS BOTTOM OF STEP Ce "`= G. CONTRACTOR IS RESPONSIBLE FOR SECURING FINAL. WRiITL EN ACCEPTANCE BY -THE CI fY CB CAI CH BASIN - �" "-- 5 -Ar -?_C, OF BAKERSFIELD FOR THIS WORK. IN NO CASE WILL THE CONTRACTOR BE RELEASED FROM FG FINISH GRADE L NIAINTENANT CE OF THE IRRIGAION SYSTEM OR MAINTENANCE AND REPLACEMENT OF FS FINISH SURFACE REVIEWED BY: - CITY OF BAKERSFIELD - RECREATION AND PARKS DEPT. DATE:NO. OHT. DESCRIPTIONDEAD, DYING, DAMAGED, OR OTHERWISE UNSUITABLE PLANT MATERIAL UNTIL -THE CITY, IN HP HIGH POINT WRITING, ACCEPTS THIS WORK. LP LOW PO€NT --- 01 Of 35 TL TITLE SHEET FL FLOW LINE H. CONTRACTOR WILL FIELD VERIFY FINISHED GRADES AND VERIFY THAI THERE IS POSITIVE OC ON CENTER REVIEWED BY � CITY OF BAKERSFIELD -TRAFFIC ENGINEER — DATE SURFACE DRAINAGE IN ALL PLANTERS, TURF AREAS AND AWAY FROM PLANTING HOLES. IF CB CATCH BASIN,� 02 of 35 THRU CL -1 CONSTRUCTION LAYOUT PLAN POSITIVE DRAINAGE DOES NOT EXIST NOTIFY LANDSCAPE ARCHITECT PRIOR TO TG TOP OF GRATE ELEVATION A � 06 Of 35 CL -5 CONSTRUCT ION LAYOUT PLAN PROCEEDING FOR WRITTEN AUTHORIZATION AND INSTRUCTIONS PROCEED. INV INVERT ELEVATION BB BOND BEAM ELEVATION __._---------- . _._- ' = -_-. �Z° 07 of 35 CD -1 CONSTRUCTION DETAILS I. CITY OF BAKERSFIELD STANDARDS AND SPECIFICATIONS SHEET, INCLUDED WITH THIS APPROVED BY CITY OF BAKERSFIELD - PUBLIC WORKS DIRECTOR DATE: 10 Of 35 THRU CD -4 CONSTRUCTION DETAILS DRAWING SET, AND C.O.B. STANDARD DETAILS TAKE PRECEDENCE OVERALL, OTHER d' -b ALIGN SPECIFICA PON OR DETAILS. --- 1.0°o GRADIENT IN PERCENTAGE �� > -fir .'Z.OZC> 11 of 35 CS -1 CONSTRUCTION SPECIFICATIONS J. ALL TREES UNDER UTILITY LINES ARE SUBJECT TO CHANGE PER C.O:B.----"----- ----- ------- ------- - 4:1 RATIO: 4' HORIZONTAL DISTANCE PER V OF VERTICAL.. HEIGHT APPROVED BY: CITY OF BAKERSFIELD ASSISTANT PUBLIC WORKS DIRECTOR DATE. 12 of 35 IR -1 IRRIGATION LAYOUT PLAN K. CONI-RACI"OR SHALL INSTALL A 6" CONCRETE MOW CURB AS PER C.O.B. STANDARDS A.T 16 o'35 THRU IR -5 IRRIGATION LAYOUT PLAN EACH PHASE LINE AND LIMIT OF CONSTRUCTION LINE. H RIDGE ses L. PRIOR TO 1NSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO (2) COPIES OF GS GRADE BREAK .---3t--�"� PROPOSED CONTOUR 17 of 35 ID -1 IRRIGATION LEGEND & NOTES SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND LOCATION MAP 18 Of 35 ID -2 IRRIGATION DETAILS APPROVAL PURSUANT TO BUILDING SECTION 17.80.110 (N). ONE (1) COPY OF THE SIGNED DIRECTION OF PLOW EXISTING CONTOUR 19 Of .35 ID -3 IRRIGATION DETAILS PLANS SHALL BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN --�, "" 20 Of 35 ID -4 IRRIGATION SPECIFICATIONS PLANS SHALL INCLUDE A COPY, DIMENSIONS, COLOR, MATERIALS, LIGH ZING, ANCHORAGE --- DRAINAGE_ PIPE Cj__)�, BERM - BUILT-UP LANDSCAPE GRADE AND LOCATION OF SIGN(S). APPROVAL OF WALL PLANS BY THE PUBLIC WORKS DIRECTOR j 21 Of 35 PT -1 TREE PLANTING LAYOUT DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. ATRIUM DRAIN -- DETAIL. REFERENCE b, - 25 of 35 THRU PT -5 TREE PLANTING LAYOUT -- SHEET LOCATION M. BEFORE THE START OF THE N1.4iNTENANCE PERIOD, THE CONTRACTOR SHALL SUBMIT ALL, DECK DRAIN S26 Of 35 P$-1 SHRUB PLANTING LAYOUT INVOICES OF SAID RAIN BIRD EQUIPMENTI-0 BE CREDITED TOWARDS THE CITY SECTION REFERENCE It, THRU — OF BAKERSFIELD RECREATION &PARKS RAIN BIRD MAXICOM DOLLAR FUND. PROOF OF � TURF DRAIN y 1. i � 30 of 35 PS -5 SHRUB PLANTING LAYOUT _ CREDIT AND INVOICES MUST BE SUBMITTED TO THE CITY'S REPRESENTATIVE FOR -- SHEET LOCATION VERIFICATION. - -�-. - i4 s -". WHITE LANE 31 of 35 PD -1 PLANTING DETAILS k� 32 of 35 PN -1 PLANTING NOTES & SPECIFICATIONS WINDERMERE STREET �,r-- 33 of 36 PN -2 PLANTING NOTES & SPECIFICATIONS co C'! MARIAN WAY., iODEN DRIVE 0 §`` --- --------------------®---- --- --_ _ y [CLIRPT&PSI LLJ L° 54 Or LANDSCAPE SQUARE FOQTAGEI - ,; •", -� ' ' BACK OF CURB TO SIDEWALK: 6,006 SF BACK OF SIDEWALK TO PROPERTY LINE: 25,024 BE r .r$'g ,tIL 0a LANDSCAPE MEDIANS: - 1,6345E _ '� � 't' ;. Y_ D _J TOTAL, '92,66-4 SF : "T a �i / _ MUiRLANDS PARKWAY A 1 WINDERMEREsrREETLn R9fDF6TPi 1:4. C?. N V I€I p k sl E IQ: A L DES i GN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629 (949)443-1446 These drawings and/or the accompanying specifications are the exclusive property of Surnmers/Murphy & Partners, Inc. and their use andpubll- cation shall be restricted to the original site for which they were prepared. Re-usa, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. I O I i i ul E I� �j � I DRAWING TITLE: TITLE SHEET DESIGNED SMP DRAWN CR CHECKED SMP DATE 1 /1 012 02 0 JOB NO. 742825 CAD FILE GAIT) ENT _TLAwl; SHEET NUMBER TL 1 OF 36 SHEETS 0 I� �j Elf Lij tLj1 ■ a iJul y BE M N, M y s y In yr � DRAWING TITLE: TITLE SHEET DESIGNED SMP DRAWN CR CHECKED SMP DATE 1 /1 012 02 0 JOB NO. 742825 CAD FILE GAIT) ENT _TLAwl; SHEET NUMBER TL 1 OF 36 SHEETS 0 X", y a\� LIMIT OF WORK \� h, REFER TO PM1200 BACKBONE STREETS LANDSCAPING PLANS BY SMP r Ar sow I man , y _ t - / l y, T_ -� 6{ - -=i X r / �\ %— A'CS-D12 7- - JKV floe ov 001 lit S7 _ S rw ®�� a C �``` 1 T� S-6 r r� S-4 # f/' I � j ,�` Cid„ 40 r 1 u- \ � 0.0.C"rC�» � � S 1 L t S2 , yama {� \N A?? - A0 26 LIMIT OF WORK REFER TO TRACT 7347 LAGOON & SCREEN WALL LANDSCAPING PLANS BY SMF .4 a , t \ 25 \ �1\ 1, 1 NOTES: A, PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER. & ASSOCIATES) FOR SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION RECOMMENDATIONS B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES, I210SAFT11Y MARIAN WAY MUIRLANDS PARKWAY FINISH SCHEDULE WI SITE LANE WINDERMERE STREET LODEN DRIVE WINDERMERE $TREET L NORTH SYMBOL DESCRIPTION DETISHT S 1 CONCRETE CURB 1 GUTTER & PUBLIC SIDEWALK REFER TO CIVIL ENGINEER'S PLANS, TYP. S-2 CONCRETE MOW CURB C I CD -1 CONIC. COLOR: NATURAL GREY LU n FINISH MEDIUM BROOM S 3 TUBULAR STEEL PEDESTRIAN ACCESS GATE B I CD -3 S 1 BRICK VENEERED PILASTER ( BLADE WALL, A I CD -1 TUBULAR STEEL VEHICULAR GATE A & S S CD -2 S 6 GATE MOTOR ON CONCRETE LEVELING PAD (4 TOTAL) Lij MOTOR: MODEL #6300 GATE OPERATOR OR EQUAL MANUFACTURE: DOORKING, INC. OR APPROVED EQUAL DOING. PAD: NATURAL GREY, MEDIUM BROOM FINISH S-7 STREET LAMP, TYP. REFER TO CIVIL ENGINEER'S PLANS SLUMP PLANTER WALL W1 BRICK CAP &_BRICK PILASTERS A & D ti $ ( CD -3 PERIMETER THEME WALL & BRICK VENEERED PILASTER A & B S B REFER TO DETAIL(S), THIS PACKAGE I CD4 REFER TO WALL PLANS BY CIVIL ENGINEER, TYP. 060 5-10 CS I DO ASPHALT PAVING - REFER TO CIVIL ENv€NEER'S PLANS SITE LIGHTING 5-1 ; (LOCATION & FIXTURE SHOWN DIAGRAMMATICALLY, TYP. -REFER TO PLANS PREPARED BY CANDELA ENGINEERING, TYP. 5-12 DIRECTORY CALL BOX & BRICK VENEERED PILASTER E I CD -3 .k MODEL: #9837, SURFACE MOUNT W/RECESSED BOX OR EQUAL AVAIL.BY: DOORKING, INC. OR APPROVED EQUAL ACCESS GATE PORTAL WITH WOOD TRELLIS {1 TOTS D 1 CD -1 5-13 (REFER TO STRUCTURAL DETAILS) WOOD_ COLOR BY OWNER THIN BRICK VENEER: MATCH COMMUNITY ENTRY BRICK PRECAST CONC.: NAT. GREY. BY: QUfCKCRETE 5-14 CONCRETE WALK D I CD4 NATURAL GRAY CONCRETE, MEDIUM BROOM FINISH / MAINTENANCE ACCESS DRIVEWAY 15 REFER TO CIVIL ENGINEER'S PLANS CONTRACTOR SHALL- VERIFY ALL DIMENSIONS- IN THE FIELD AND ADJUST. AS NECESSARY WHILE MAINTAINING THE DESIGN CONCEPT. 2. CONTRAGTORSHALL.VERIFYAL.I-UTIL!'TY LOCATIONS PRIOR TO BEGINNING ANY WORK AND CONTACT LANDSCAPE ARCHITECT FOR AUTHORIZATION IF MODIPGATIONS ARE NECESSARY. 3, PAVING CONTRACTOR SHALL COORD NATE WITH DRAINAGE CONTRACTOR, IRRIGATION CONTRACTOR AND ELECTRICIAN TO ENSURE THAT ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR TO PLACINGS OF PAVING. 4 VERIFY WHH THE PROJECT SO'..LS ENGINEER THE NEED FOR REINFORCsNG, BASE MATERIALS, PRESATURATION, ETC., FOR WALKS, FOOTINGS, ETC. 5 ALL HARDSCAPE MATERIALS, COLORS AND FINISHES INDICATED ARE SUBJECT TO CHANGE. CUNT'RACTOR `O VERIFY W"SH OWNER AND LANDSCAPE ARCHITECT THE FINAL SELECTIONS PRIOR TO ORDERING. 6. IF THE FIE D CONDITIONS ARE DIFFERENT THAN WHAT IS REPRESENTED ON THE PLANS THE CON DRAG [OR SF!A-L NOTIFY THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY. 7. REFER TO PRECISE GRADING PLAN PREPARED BY CIVIL ENGINEER FOR SITE DRAINAGE. SMW- "A"Baft E N V iRON;11,CNTAT, DESIGN SUMMERSIMURP14Y If PARTNERS, INC. 34197 COAST HWY SUITE 290 DANA POINT CA 92629 (949)443-1446 1 , Renewal pate Date �F These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc and their use and publi- cation shall be restricted to the original site for which they were prepared. Reuse, repro- duction or publication by any method, in whole or Part, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. Z 9 U) UJ I LU n I k DRAWING TITLE: CONSTRUCTION LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE 1/10/2020 JOB NO. 742825 CAD FILE GAIL) L -M -CI -mg SHEET NUMBER CLml 2 OF SHEETS Mj gz P ,, ...T..24' 7 k Uj k Lij • ,r . 060 y ji i 0 .k c y # i I • DRAWING TITLE: CONSTRUCTION LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE 1/10/2020 JOB NO. 742825 CAD FILE GAIL) L -M -CI -mg SHEET NUMBER CLml 2 OF SHEETS Mj gz P ,, ...T..24' 7 T- L I la --- - 1 ate) t y 72 %1 II II 1I 2 i 1 A Vol 100 ` _ . ✓ 8 Un 7 �., V-10, \ ;Ar NOTE A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION RECOMMENDATIONS. B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES. MARIAN WAY MUIRLANDS PARKWAY y WHITE LANE WINDERMERE STREET LODEN DRIVE WINDERMERE. STREET � NORTH SYMBOL. DESCRIPTION DETISHT S-1 CONCRETE CURB I GUTTER & PUBLIC SIDEWALK REFER TO CIVIL ENGINEER'S PLANS, TYP. CONCRETE MOW CURB C I CD -1 S 2 CONIC. COLOR: NATURAL GREY FINISH: MEDIUM BROOM S-3 TUBULAR STEEL PEDESTRIAN ACCESS GATE B / CD -3 S 4 BRICK VENEERED PILASTER / BLADE WALL A 1 CD -1 S-5 TUBULAR STEEL VEHICULAR GATE ---— A & B -------- / CD -2 L<q<;Q< GATE MOTOR ON CONCRETE LEVELING PAD (4 TOTAL) S 6 MOTOR: MODEL #8300 GATE OPERATOR OR EQUAL MANUFACTURE: DOORKING, INC. ORAPPROVED EQUAL CONC. PAD NATURAL GREY, MEDIUM BROOM FINISH LL S-7 STREET LAMP TYP. REFER TO CIVIL ENGINEER'S PLANS i SLUMP PLANTER WALL W/ BRICK CAP & BRICK PILASTERS A & D S-8 CD -3 PERIMETER THEME WALL. & BRICK VENEERED PILASTER A & B S-9 REFER TO DETAIL(S), THIS PACKAGE I CD -4 REFER TO WALL PLANS BY CIVIL ENGINEER, TYP. S 1® ASPHALT PAVING REFER TO CIVIL ENGINEER'S PLANS SITE LIGHTING 5-11 (LOCATION & FIXTURE SHOWN DIAGRAMMATICALLY, TYP. -REFER TO PLANS PREPARED BY CANDELA ENGINEERING, TYP. DIRECTORY CALL BOX & BRICK, VENEERED PILASTER E I CD -3 5-12 MODEL: #1837, SURFACE MOUNT W1 RECESSED BOX OR EQUAL AVAIL.BY: DOORKING, INC. OR APPROVED EQUAL ACCESS GATE PORTAL WITH WOOD TRELLIS D 1 CD -1 S -1g) {REFER TO STRUCTURAL DETAILS} WOOD: COLOR BY OWNER THIN BRICK VENEER: MATCH COMMUNITY ENTRYBRICK PRECAST CONC.: NAT GREY, BY- QUICKCRETE S-14 CONCRETE WALK D I CD -4 NATURAL GRAY CONCRETE, MEDIUM BROOM FINISH MAINTENANCE ACCESS DRIVEWAY S 16 REFER TO CIVIL ENGINEER'S PLANS C - 1. CONTRACTOR )HAL'- VERIFY ALL DIMENSIONS IN THE FIELD AND ADJUST. AS NECESSARY WHILE MAINTAINING THE DESIGN CONCEPT. 2, CONTRACTOR SHA,''.., VERIFY ALL, UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK AND CONTACT LANDSCAPE ARCHITECT FOR AUTHORIZATION IF MOBIL ICA ARE NECESSARY. 3. PAV'.NG CONTRACTOR SHALL COORDINATE WITH DRAINAGE CON. RAC IOR IRRIGAT DN CONTRACTOR AND ELECTRICIAN TO ENSURE THAT ALL SL F'EVES ANG CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAV NG, 4, VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED LOR RE'.NFORGNG, BASE MATERIALS, PRESATURATION, ETC., FOR WALKS, FOOTINGS, ETC. S. ALL HARDSCAPE MATERIALS, CO -ORS AND FINISHES INDICATED ARE SUBJECT TO CHANGE. CONTRACTOR TO VERIFY WITH OWNER AND JtNDSCAPE ARCHITECT THE FINAL SELECTIONS PRIOR 70 ORDERING. S. IF THE FIELD CONDITIONS ARE DIFFERENT THAN WHAT IS REPRESENTED ON THE PLANS'. HE C.ONTRACTORSHALL NOT:FYTHE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY. 7. REFER I'D PRECISE GRADING PIAN PREPARED BY CIVIL ENGINEER FOR SITE DRAINAGE. smi, --£.:NNZPfS ai (tinENTA D,E S;.i?d SUMMERSIMURPHY & PARTNERS, INC.' :4187 COAST HWY SUITE 200 DANA POINTCA 92829 (949) 443-^..448 These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy do Partners, Inc_ and their use and publi- cation shalt be restricted to the original site for which they were prepared. Reuse, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ PAurphy & Partners, Inc. 'G 0 i i3J � Q I C R L<q<;Q< DRAWING TITLE: CONSTRUCTION LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE 111012020 JOB NO. 742825 CAD FILE GATDENT_CL.dwg SHEET NUMBER 3 OF 3T SHEETS R LL 0 i M LU 0 rn co r r a his .t DRAWING TITLE: CONSTRUCTION LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE 111012020 JOB NO. 742825 CAD FILE GATDENT_CL.dwg SHEET NUMBER 3 OF 3T SHEETS WORK LU anew> Uj WM 6 1. CON 'fRAf7'OR SHALL VERIFY ALL DIMENSIONS INTHE FIELD ANOADJUST.AS NECESSARYWHILE + MAINTAINING THE DESIGN CONCEPT. 2, CONTRACT "OR SHALL VERIFY ALL UiIUTY LOCATIONS PRIOR TO BEGINNING ANY WORK AND CON TAC` LANDSCAPE ARCI {ITEC? FOR AUTHORIZATION IF MODIFICATIONS ARE NECESSARY. 3. PAVING CONTRACT OR SHALL COORDINATE WITH DRAINAGE CONTRACTOR, IRRIGATION CONTRAO''OR AND ELECTRICIAN TO ENSURE THA i ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAVING. 4, VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR REINFORCING, BASE MATERIALS, . PRESA-URATION, E"C., FOR WALKS, FOOTINGS, ETC. 5, ALL HARDSCAPE MATERIALS, COLORS AND FINISHES INDICATED ARE SUBJECT TO CHANGE, CONTRACTOR TO VERIFY WITH OWNER AND LANDSCAPE ARCHITECT THE FINAL SELECT%ONS PRIOR TO ORDERING. 6. IF THE FIELD CONDITIONS ARE DIFFERENT THAN WHAT IS REPRESENTED ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY. 7, REFER TO PRECISE GRADING PLAN PREPARED BY CIVIL_ ENGINEER FOR SITE DRAINAGE. SM-tll vNViRONMEN .AL DESIGN SUMMERS/MURPHY& PARTNERS, INC. 34197 COAST HWY SO! FE 26 DANA POINTCA 92629 (949}443-1446 These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc and their use and pubii, cation shall be restricted to the original site for which they were prepared. Reuse, repro- duction or publication by any method, in whole or part, is prohibited except by written Permission from Summers/ hAurphy & Partners, Inc z) 0 I II I� I gym; U7 ly i ES.T,,,�� 11 9' I r Eli WHITE LAANE'. WINDERMERE STREET MARIAN WAY --� L,,.g � --- I; , - -+-OLDEN DRIVE Ld i I ✓�O A* E LUs ■ Uj 060 ,L1UIRLANDS PARKWAY WINOF.RMF_RF STREET :- L-1-A "h A LU � NORTH FINISH SCHEDULE SYMBOL DESCRIPTION DETISHT S CONCRETE CURB / GUTTER & PUBLIC SIDEWALK REFER TO CIVIL ENGINEER'S PLANS, TYP. S-2 CONCRETE MOW CURB C 1 CD -1 CONIC. COLOR: NATURAL GREY FINISH: MEDIUM BROOM S 3 TUBULAR STEEL PEDESTRIAN ACCESS GATE B / CD -3 S 1 BRICK VENEERED PILASTER / BLADE WALL A 1 CD -1 S TUBULAR STEEL VEHICULAR GATE A & B 5 < 1 CD -2 S-5 GATE MOTOR ON CONCRETE LEVELING PAD (4 TOTAL} 1 MOTOR MODEL #6300 GATE OPERATOR OR EQUAL MANUFACTURE. DOORKING, INC. OR APPROVED EQUAL CONC. PAD: NATURAL GREY, MEDIUM BROOM FINISH S 7 STREET LAMP TYR REFER TO CIVIL ENGINEER`S PLANS SLUMP PLANTER WALL W/ BRICK CAP &_BRICK PILASTERS A & D S & CD -3 Li PERIMETER THEME WALL & BRICK VENEERED PILASTER B A & B CS -9) REFER TO DETAIL(S), THIS PACKAGE ; CD -4 �' REFER TO WALL PLANS BY CIVIL ENGINEER, TYP. 5-10 ASPHALT PAVING REFER TO CIVIL ENGINEERS PLANS SITE LIGHTING S-13 (LOCATION & FIXTURE SHOWN DIAGRAMMATICALLY, TYP. -REFER TO PLANS PREPARED BY CANDELA ENGINEERING, TYP. DIRECTORY CALL BOX & BRICK VENEERED PILASTER E / CD -3 S_12 _.-._ MODEL: #1837, SURFACE MOUNT W/RECESSED BOX OR EQUAL AVAIL. BY: DOORKING, INC. OR APPROVED EQUAL 5-13 ACCESS GATE PORTALWITH V_ 9 bD TRELLIS (1 TOTAL} D 1 CD -1 (REFER TO STRUCTURAL DETAILS) WOOD: COLOR BY OWNER THIN BRICK VENEER: MATCH COMMUNITY ENTRY BRICK PRECAST CONC.: ,NAT. GREY; BY QUICKCP,ETE' CONCRETE WALK D / CD -4 5 14 IVATURAL GRAY CONCRETE, MEDIUM BROOM FINISH 5-15 MAINTENANCE ACCESS DRIVEWAY REFER TO CIVIL ENGINEER'S PLANS CONSTRUCTION NOTES - 1. CON 'fRAf7'OR SHALL VERIFY ALL DIMENSIONS INTHE FIELD ANOADJUST.AS NECESSARYWHILE + MAINTAINING THE DESIGN CONCEPT. 2, CONTRACT "OR SHALL VERIFY ALL UiIUTY LOCATIONS PRIOR TO BEGINNING ANY WORK AND CON TAC` LANDSCAPE ARCI {ITEC? FOR AUTHORIZATION IF MODIFICATIONS ARE NECESSARY. 3. PAVING CONTRACT OR SHALL COORDINATE WITH DRAINAGE CONTRACTOR, IRRIGATION CONTRAO''OR AND ELECTRICIAN TO ENSURE THA i ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAVING. 4, VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR REINFORCING, BASE MATERIALS, . PRESA-URATION, E"C., FOR WALKS, FOOTINGS, ETC. 5, ALL HARDSCAPE MATERIALS, COLORS AND FINISHES INDICATED ARE SUBJECT TO CHANGE, CONTRACTOR TO VERIFY WITH OWNER AND LANDSCAPE ARCHITECT THE FINAL SELECT%ONS PRIOR TO ORDERING. 6. IF THE FIELD CONDITIONS ARE DIFFERENT THAN WHAT IS REPRESENTED ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY. 7, REFER TO PRECISE GRADING PLAN PREPARED BY CIVIL_ ENGINEER FOR SITE DRAINAGE. SM-tll vNViRONMEN .AL DESIGN SUMMERS/MURPHY& PARTNERS, INC. 34197 COAST HWY SO! FE 26 DANA POINTCA 92629 (949}443-1446 These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc and their use and pubii, cation shall be restricted to the original site for which they were prepared. Reuse, repro- duction or publication by any method, in whole or part, is prohibited except by written Permission from Summers/ hAurphy & Partners, Inc z) 0 j I U7 ly i LLI d I r Eli Ld DRAWING TITLE: CONSTRUCTION LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE 1/10/2020 JOB NO, 742825 CAD FILE GATD ENT_CL.dwg SHEET NUMBER�— i 4 OF -_SHEETS Eli Ld E LUs ■ Uj 060 t Uj 1 0 LU t • CO ti CL < y 1 Of LU Li 0 �' DRAWING TITLE: CONSTRUCTION LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE 1/10/2020 JOB NO, 742825 CAD FILE GATD ENT_CL.dwg SHEET NUMBER�— i 4 OF -_SHEETS easseeNsWe KEY MAP 777 L., ! � -Al WHITE LANE ILLrte'{� I � - - WINDERMERE STREET I , MARIAN WAY LODEN DRIVE I NY" IO' Y / �! 7—r I % RIGHT-OF-WAY LINE, ' i y TYP. - .. --- ---- �� .\ ,iy Nr @@� pp® 555 -_ S-21 __._ j_.....__ T Bo., %... C�p�f�1,'1f, MUIRLANDS PARKJJAY �� WINDERMERE STREET I--- -- S. (private) -..._ _ I,._ _ ,.. _- i I___ 0 r - ._ I e ,`a;>�NORTH O 5-14 – \ ------ > FINISH SCHEDULE __ SYMBOL DESCRIPTION DET/SHT %* CONCRETE CURB I GUTTER & PUBLIC SIDEWALK REFER TO CIVIL ENGINEER'S PLANS, TYP. j � 'tS 2 CONCRETE MOW CURB C I CD -1 I —..._ CONC. COLOR: NATURAL GREY FUTURE_ I �� ! � FINISH: MEDIUM BROOM / (S-3 TUBULAR STEEL PEDESTRIAN ACCESS GATE B I CD -3 PAS - --- - I I S_4 BRICK VENEERED PILASTER t BLADE WALT_ A / GD -1 C& 4 I 5-5 TUBULAR STEEL VEHICULAR GATE A & B GD -2 GATE MOTOR ON CONCRETE LEVELING PAD j4 TOTAL j 4 50 j J �} � S-6 MOTOR: MODEL #6300 GATE OPERATOR OR EQUAL DO MANUFACTURE: ORKING INC, ORQ _ APPROVED EQUAL l , II I I GONC. PAD. NATURAL GREY, MEDIUM BROOM FINISH S 7 STREET LAMP, TYP. REFER TO CIVIL ENGINEER'S PLANS S 8 SLUMP PLANTER WALL W/ BRICK CAP _$ BRICK PILASTERS A & D 1 CD -3 S 8 PERIMETER THEME WALL & BRICK VENEERED PILASTER A & B REFER TO DETAIL{S}, THIS PACKAGE I CD -4 REFER TO WALL PLANS BY CIVIL ENGINEER, TYP. TU ASPHALT PAVING S5-10 REFER TO CIVIL ENGINEER'S PLANS ? J I S 11 SITE{LOCATION & FIXTURE SHOWN DIAGRAMMATICALLY, TYP. REFER TO PLANS PREPARED BY CANDELA ENGINEERING, TYP. ��' 4 %1 DIRECTORY CALL BOX & BRICK VENEERED PILASTER E I CD -3 5-12 MODEL: #1837, SURFACE MOUNT W1 RECESSED BOOP OR EQUAL 11yaj AVAIL.BY: DOORKING, INC. OR APPROVED EQUAL ----- ---—.....-,— _- f S 13 A_ GCESS GATE PORTAL WITH WOOD TRELLIS (1 TOTAL) D / GD -1 _. !.:._._ 4 _ - - - _ T; - - (REFER TO STRUCTURAL DETAILS) WOOD: COLOR BY OWNER RIGHT-OF-WAY LINE, .,- " /i. THIN BRICK VENEER: MATCH COMMUNITY ENTRY BRICK 1 ' TYP. - - - m. .,. I PRECAST CONC.: NAT. GREY, BY QUICKCRETE - CH PLI PL -_ i I �-1 5-14 CONCRETE WALK D I CD -4 S-7 ; _. -.___ 9/ f j _ _ _ _ - ' NATURAL GRAY CONCRETE, MEDIUM BROOM FINISH ` 594- ! - - - - "--V - - - --- MAINTENANCE ACCESS DRIVEWAY -- - S -1b REFER TO CIVIL ENGINEER'S PLANS S2 - -i - CONSTRUCTION NOTES i L t I 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ADJUST. AS NECESSARY WHILE MAINTAINING THE DESIGN CONCEPT. r 2 CONTRACTOR SHAL'_ VERIFY ALL UTILTY LOCATIONS PRIOR T4 BEGINNING ANY WORK AND _ '`"" t-� - �-"'-' "y ` y ✓ �fi \ rT CON'fAC'i ANDSCAPE ARCHITECT FOR AV7HOR2A1'ION IF MODIFICATIONS ARE NECESSARY. `I 3. PAVCONTRACTOR CONTRACTOR SHALL CTRICAN TO COORDINATEWITH 1NA NAT CONSLEEVES CROSSINGS ARE CONTRACTOR AND EI_EC.TRIC'�.Atd TO ENSURE THAT ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAVING. 1 / 4 VERIFY WITH THE PROJECT SOILS ENGINEER THE NEEP FOR RE NFURt:ING, BASE NNI EI#IALS, If PRESATURAT'ON, ETC., FOR WALK5, FOOTINGS, ETC. fl, 5. ALL HARD5QAPE MATERIALS, COLORS AND FINISHES INDICATED ARE SUBJECT TO CHANGE. j CONTRACTOR TO VERIFY WITH OWNER AND LANDSCAPE ARC1117 ECl" THE FINK SELEC PRIOR TO ORDERING. NOTES • S. IF THE FIELD CONDITIONS ARE DIFFERENT THAN WHAT IS REPRESENTED ON THE PLANS THE A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER {PO RTER & ASSOCIATES] FOR CONTRACTOR SHALL NOTIFY THE OWNER AND I_AN05G:APE ARCHITECT IMMEDIATELY. t n SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION 7. REFER TO PRECISE GRADING PLAN PREPARED BY CIVIL ENGINEER FOR SITE DRAINAGE. 61 F1 �� S RECOMMENDATIONS. 6z b j B. PLEASE SEE PLAN PREPARED BY UNDERGROUND LJTIL17Y CONSULTANT FOR 4 EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES. SCAL"=20"-O" i NORTH 0 20 40 60 80 SUMMERSIMURPHY & PARTNERS, INC. 334187 COAST HWY SUITE 290 DANA POINT CA 92629 {949} 443-1446 These drawings and/or the accompanying specifications are the exclusive property of Surrurx rs/Murphy & Partners, Inc. and their use and pubii- catim shall be restricted to the original site for which they were prepared. Re -use, repro - election or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy - Partners, Inc. 0 1 I � WO LIJ DRAWING TITLE: CONSTRUCTION LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE 1/10/2020 JOB NO. 742825 GAD FILE CATS ENT CLdwg SHEET NUMBER 5 OF SHEETS LIJ A' II LLj CO i 5 r � I � ry A 0 LL Q y *< CD 0 n � r DRAWING TITLE: CONSTRUCTION LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE 1/10/2020 JOB NO. 742825 GAD FILE CATS ENT CLdwg SHEET NUMBER 5 OF SHEETS C DRILL SITE LS LOT Ili (7347-2) LIMIT OF WORK REFER TO TRACT 7347 WHITE LANE & MUIRLANDS LANDSCAPING PLANS BY SMP D S-2 S-14 S-7 S-2 S-9 S_g S-2 A r f s r 10 NOTES: A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION RECOMMENDATIONS. B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES. MARIAN WAY MUIRLANDS PARKWAY WHITE LANE WINDERMERE STREET LODEN DRIVE WINDERMERE STREET NORTH FINISH SCHEDULE SYMBOL DESCRIPTION DET/SHT S-1 CONCRETE CURB / GUTTER & PUBLIC SIDEWALK REFER TO CIVIL ENGINEER'S PLANS, TYP. S-2 CONCRETE MOW CURB C / CD -1 CONC. COLOR: NATURAL GREY FINISH: MEDIUM BROOM S 3 TUBULAR STEEL PEDESTRIAN ACCESS GATE B / CD -3 S 4 BRICK VENEERED PILASTER / BLADE WALL A / CD -1 S-5 TUBULAR STEEL VEHICULAR GATE A & B / CD -2 S-6 GATE MOTOR ON CONCRETE LEVELING PAD (4 TOTAL) MOTOR: MODEL #6300 GATE OPERATOR OR EQUAL MANUFACTURE: DOORKING, INC. OR APPROVED EQUAL CONC. PAD: NATURAL GREY, MEDIUM BROOM FINISH S 7 STREET LAMP, TYP. REFER TO CIVIL ENGINEER'S PLANS S 8 SLUMP PLANTER WALL W/ BRICK CAP & BRICK PILASTERS A & D / CD -3 S 9 PERIMETER THEME WALL & BRICK VENEERED PILASTER A & B REFER TO DETAIL(S), THIS PACKAGE / CD -4 REFER TO WALL PLANS BY CIVIL ENGINEER, TYP. S-10 ASPHALT PAVING REFER TO CIVIL ENGINEER'S PLANS S-11 SITE LIGHTING (LOCATION & FIXTURE SHOWN DIAGRAMMATICALLY, TYP. -REFER TO PLANS PREPARED BY CANDELA ENGINEERING, TYP. S-12 DIRECTORY CALL BOX & BRICK VENEERED PILASTER E / CD -3 MODEL: #1837, SURFACE MOUNT W/RECESSED BOX OR EQUAL AVAIL.BY: DOORKING, INC. OR APPROVED EQUAL S-13 ACCESS GATE PORTAL WITH WOOD TRELLIS (1 TOTAL) D / CD -1 (REFER TO STRUCTURAL DETAILS) WOOD: COLOR BY OWNER THIN BRICK VENEER: MATCH COMMUNITYENTRYBR/CK PRECAST CONC.: NAT. GREY, BY: QUICKCRETE S-14 CONCRETE WALK D / CD -4 NATURAL GRAY CONCRETE, MEDIUM BROOM FINISH S-15 MAINTENANCE ACCESS DRIVEWAY REFER TO CIVIL ENGINEER'S PLANS CONSTRUCTION NOTES 1. CONTRACTOR SHALL VERIFYALL DIMENSIONS IN THE FIELD AND ADJUST. AS NECESSARY WHILE MAINTAINING THE DESIGN CONCEPT. 2. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK AND CONTACT LANDSCAPE ARCHITECT FOR AUTHORIZATION IF MODIFICATIONS ARE NECESSARY. 3. PAVING CONTRACTOR SHALL COORDINATE WITH DRAINAGE CONTRACTOR, IRRIGATION CONTRACTOR AND ELECTRICIAN TO ENSURE THAT ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAVING. 4. VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR REINFORCING, BASE MATERIALS, PRESATURATION, ETC., FOR WALKS, FOOTINGS, ETC. 5. ALL HARDSCAPE MATERIALS, COLORS AND FINISHES INDICATED ARE SUBJECT TO CHANGE. CONTRACTOR TO VERIFY WITH OWNER AND LANDSCAPE ARCHITECT THE FINAL SELECTIONS PRIOR TO ORDERING. 6. IF THE FIELD CONDITIONS ARE DIFFERENT THAN WHAT IS REPRESENTED ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY. 7. REFER TO PRECISE GRADING PLAN PREPARED BY CIVIL ENGINEER FOR SITE DRAINAGE. SCALE: 1 e=20'-0" NORTH 0 20 40 60 80 swal E N V IR Q N M E N T A L 0E8iGN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629 (949)443-1446 37-20 ene— woh Dote J}q Date ��P _OF CAOi 59R These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use, repro. duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy &. Partners, Inc. z 0 U-1 N I: F S-13 S_g S-2 A r f s r 10 NOTES: A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION RECOMMENDATIONS. B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES. MARIAN WAY MUIRLANDS PARKWAY WHITE LANE WINDERMERE STREET LODEN DRIVE WINDERMERE STREET NORTH FINISH SCHEDULE SYMBOL DESCRIPTION DET/SHT S-1 CONCRETE CURB / GUTTER & PUBLIC SIDEWALK REFER TO CIVIL ENGINEER'S PLANS, TYP. S-2 CONCRETE MOW CURB C / CD -1 CONC. COLOR: NATURAL GREY FINISH: MEDIUM BROOM S 3 TUBULAR STEEL PEDESTRIAN ACCESS GATE B / CD -3 S 4 BRICK VENEERED PILASTER / BLADE WALL A / CD -1 S-5 TUBULAR STEEL VEHICULAR GATE A & B / CD -2 S-6 GATE MOTOR ON CONCRETE LEVELING PAD (4 TOTAL) MOTOR: MODEL #6300 GATE OPERATOR OR EQUAL MANUFACTURE: DOORKING, INC. OR APPROVED EQUAL CONC. PAD: NATURAL GREY, MEDIUM BROOM FINISH S 7 STREET LAMP, TYP. REFER TO CIVIL ENGINEER'S PLANS S 8 SLUMP PLANTER WALL W/ BRICK CAP & BRICK PILASTERS A & D / CD -3 S 9 PERIMETER THEME WALL & BRICK VENEERED PILASTER A & B REFER TO DETAIL(S), THIS PACKAGE / CD -4 REFER TO WALL PLANS BY CIVIL ENGINEER, TYP. S-10 ASPHALT PAVING REFER TO CIVIL ENGINEER'S PLANS S-11 SITE LIGHTING (LOCATION & FIXTURE SHOWN DIAGRAMMATICALLY, TYP. -REFER TO PLANS PREPARED BY CANDELA ENGINEERING, TYP. S-12 DIRECTORY CALL BOX & BRICK VENEERED PILASTER E / CD -3 MODEL: #1837, SURFACE MOUNT W/RECESSED BOX OR EQUAL AVAIL.BY: DOORKING, INC. OR APPROVED EQUAL S-13 ACCESS GATE PORTAL WITH WOOD TRELLIS (1 TOTAL) D / CD -1 (REFER TO STRUCTURAL DETAILS) WOOD: COLOR BY OWNER THIN BRICK VENEER: MATCH COMMUNITYENTRYBR/CK PRECAST CONC.: NAT. GREY, BY: QUICKCRETE S-14 CONCRETE WALK D / CD -4 NATURAL GRAY CONCRETE, MEDIUM BROOM FINISH S-15 MAINTENANCE ACCESS DRIVEWAY REFER TO CIVIL ENGINEER'S PLANS CONSTRUCTION NOTES 1. CONTRACTOR SHALL VERIFYALL DIMENSIONS IN THE FIELD AND ADJUST. AS NECESSARY WHILE MAINTAINING THE DESIGN CONCEPT. 2. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK AND CONTACT LANDSCAPE ARCHITECT FOR AUTHORIZATION IF MODIFICATIONS ARE NECESSARY. 3. PAVING CONTRACTOR SHALL COORDINATE WITH DRAINAGE CONTRACTOR, IRRIGATION CONTRACTOR AND ELECTRICIAN TO ENSURE THAT ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAVING. 4. VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR REINFORCING, BASE MATERIALS, PRESATURATION, ETC., FOR WALKS, FOOTINGS, ETC. 5. ALL HARDSCAPE MATERIALS, COLORS AND FINISHES INDICATED ARE SUBJECT TO CHANGE. CONTRACTOR TO VERIFY WITH OWNER AND LANDSCAPE ARCHITECT THE FINAL SELECTIONS PRIOR TO ORDERING. 6. IF THE FIELD CONDITIONS ARE DIFFERENT THAN WHAT IS REPRESENTED ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY. 7. REFER TO PRECISE GRADING PLAN PREPARED BY CIVIL ENGINEER FOR SITE DRAINAGE. SCALE: 1 e=20'-0" NORTH 0 20 40 60 80 swal E N V IR Q N M E N T A L 0E8iGN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629 (949)443-1446 37-20 ene— woh Dote J}q Date ��P _OF CAOi 59R These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use, repro. duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy &. Partners, Inc. z 0 U-1 N I: F ��aaaa DRAWING TITLE: CONSTRUCTION LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE 1/10/2020 JOB NO. 742825 CAD FILE GATD ENT_CL.dwg SHEET NUMBER L 6 OF � SHEETS J N I: CV O (Du LLI U > r F, ❑0) CO W U Q QQ a. U m ❑ ®® W' oLL F- ❑ 00WH ® O 10 Y Z O 4- m Z OZ W 0a CUW Q ® ®P,Uo6Q (y) 6LleJ�(n O Z Z ZW LL (J) Q W _j U W W Q W9<<W a I -00(9Q DRAWING TITLE: CONSTRUCTION LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE 1/10/2020 JOB NO. 742825 CAD FILE GATD ENT_CL.dwg SHEET NUMBER L 6 OF � SHEETS LEGEND LEGEND 2 _ _._.. I s e^ 1. 1.5" SHRUB AREA! 2" TURF 2p ` f } 1. 4"x8" BRICK PILASTER CAP REA 2. 14'RADIUS NOSE, TYP. a h JLI) li IJ', ;r IL�Jf l t:1l f.11-11"T�r 2. -ROWLOCK 40"x4 xB"THIN BRICK FACE VENEER TES BELOW) l lr (� ( l f p s J ' Li �a I I_I 1`� I J Ll-] 1_'`'' 1 1 _ t @ i s -SHINER / RUNNING BOND PATTERN (SEE BRICK NOTES BELOW) _ I �,�� ]'I Ck, ��! '.� l ✓ 3. STEEL PLANS REINFORCEMENT, TYP. - REFER TO STRUCTURAL ENGINEER'S 3, CONCRETE_ MOW CURB WI� LSI MEDIUM BROOM FINISH, es 4, 6"x6'°x16" CMU BLOCK -GROUT FILL SOLID ALL VOIDS -REFER TO SCORE JOINTS n 5'0.C. AND STRUCTURAL DETAILS, TYP, EXPANSION JOINTS ¢+ 20'00, I - I i5. GROUT FILL SOLID ALL VOIDS, TYP. -REFER TO STRUCTURAL ,n j•i""�='--�I 4 - PLAN VIEW_:.. CAP LAYOUT PLAN VIEW - CAP LAYOUT ENGINEER'S PLANS 4. #3 REBAR CONTINUOUS t ( _ SCALE, 1i2" = V-0" SCALE: 112" = 1'-0" 6. FINISH GRADE I I - T COMPACTED SUB -GRADE -PER GEOTECH'S RECOMMENDATIONS 5. FINISH GRADE 8. REINFORCED CONCRETE FOOTING -REFER TO STRUCTURAL - ENGINEER'S PLANS, TYP. 6. COMPACTED SUBGRADE -PER 1 = z` 8. CMU BLOCK CORE, TYP. .__ GEOTECHNICAL REPORT a a1 11 1a 10. ADJACENT TUBULAR STEEL FENCE -REFER TO DETAIL C, SHEET CD -4 RECOMMENDATIONS11 19. CURB, GUTTER & DRIVE AISLE -REFER TO CIVIL ENGINEER'S PLANS, 12 TYP. 12, DECORATIVE TUBULAR STEEL VEHICULAR ENTRY GATE -REFER TO - :7=1 DETAIL B, SHEET CD -2 4 LU ^^ 13. 6' SO. h1ETAL ED TUBULARS ,EEL GATE POST-SECUE2E TO CMU ELEVATION VIEW h CL - - CL CL ..._. _.�, # - - - CL BLOCK CORE IZ SCALE 3' = V-0" I 12 77111 - r BRICK NOTES: 4 1 B I �i 5 �+ �I - BRICK COLOR: RED FLASHED { 4 GROUT COLOR: MORTAR. GRAY AVAILABLE FROM: PACIFIC CLAY OR APPROVED EQUAL `✓ �✓ RETEMOW CURB SPLAN CALENE W - BLOCK LAYOUT SCALE: PLAN VIEW LLB, OCK LAYOUT NOTES: REFER TO STRUCTURAL ENGINEERS REINFORCEMENT DETAILS AND SPECIFICATIONS FOR BLOCK'NALL, FOOTING AND F.B.I. OF LEGEND CONCRETE FOOTINGS A A �_ 2' 1. PRECAST CONCRETE PILASTER CAP 10. REINFORCED CONCRETE FOOTING -REFER TO `-° ` 2' e - z; ..� s J 9 `-® 2: 8"x8'x16" CMU BLOCK, TYP. -GROUT FILL SOLID STRUCTURAL PLANS, TYP. } ` i _..__. r iJ I T:, 1"TYP. T._.-------.. __. y -�(i ---7 TY a r 1 if' -., 3. ALL H IV BR�CKREP! 12p STRUCTURAL DETAILS i2. FINISH c QSUR FENCE -REFER Td? DETAIL C, 1c - ®T J ID '0I _ _ , ;� '_ �'CLl 92 z L U [ !1 k711[7�GJM '" (� 4. 4" SQ. WOOD LATTICE -REFER TO TYPICAL END SHEET CD -4 - 1 l I r - - -= � �� L � � r O � }- CUT, THIS DETAIL 13. 81x12 WOOD BEAM -REFER TO TYPICAL END T (- ]1_111 t I� 1 I T 1 5. 6'"x10" WOOD JOIST -NOTCHED 1" INTO BEAM CUT, THIS DETAIL -I�'.. �_, ,I � I I REFER TO TYPICAL END CUT, THIS DETAIL 14, ADJACENT CONCRETE, PAVING -BEER TO 2 6. MODIFIED SIMPSON STRONG -TIE COLUMN CONSTRUCTION PLAN 4 CONNECTION -REFER TO STRUCTURAL PLANS 15. TUBULAR STEEL ENTRY GATE -REFER TO -]E-- Li�E�� ] 7. REINFORCED CONCRETE LEDGE -REFER TO DETAIL B, SHEET CD -3 SIMILAR - 1 p ~ STRUCTURAL PLANS 4sJ II a� ! i o 8 PRECAST CONCRETE. BASE TRIM C,La, 9. COMPACTED SUB -GRADE k - qgp Ila CL CL a CL 131; TYP, U, ( ( 1 91 f �;�� I��J�__ ,< 'NAY I / t.1 � � � � � _ S WALH m {, I ~h --I�. 1?" CL IST END {s'l1T - I 1 I a 12 LANDSCAPE MEDIAN JO at CL 91, s, - ,, V - -:1. m. f� 4 MIN ,' SCALE: 112' VIEYV�� ILASTER rLEVA'i EON VIEW -BLADE WALL SECTION VIEW - A - ( _ ELEVAT; ON - 1 0'" SCALE: 112"= 1'-i9' SCALE: 112„ = 1,_0,r -__ _I 4 If AlBRICK [PILASTER & BLADE WALL AT VEHICULAR GATE[ ENTRY PLAN VIEW 14 s 13 SCALE: 318" = 1'-0" BEAM & LATTICE END CUT(Sj 4 A 4 CL CL CIL 1 CL CL 1. 6, 6" T r I r, i i,`JJl , Ll J y CL CL � r � _ TI'll I .-1 i !1. 2'SQ.I �� y� r }o r _. � L ! 7 c %' c l �� `-"� t c .T`�t^� _ c n .o t � � i -t I <, r' � �1�• ��r� 1.. exl ,I i-1 r " I � m I"^^�. �"^ 0 4 �i kf 1)f- �-~ 1 � �`_ __' i �� -- 'zk_i t:, rw� -._-.� n I I � I �I � " -i i -�--^' ;.' � 5E"' o { � a�•. , t 1- _ 1-�- mi I .'' a " � , � � -� '_ - �'.-..` 1 I �,a �G1 _ r. D. I : 'I II ^ I , 1 r ,irii .` t5 �i ,.: (:.� l r`ir I I I � .. _i ?:`. x�c � r I ; I ti , ; IG. , ,. '. ;.,. r"2r `I ;."L.I I -:. EI I :o ! s •., ' #"°- 3 o ci d/�ri � • ^' � I _ _ _.� _,.� Js. } � I 1!,.a". j� ,r 1 ,✓ .€ .{ ,y 6 ti rFT" .atr + 1, "I" r ✓i: I y� + a �J M...r..., I i.`: gv, �1 £ �l{y ' -�, �, -. 1+-, v.- 08 >.'.-, g�'y •.. ...;r , tt .., , . I, ,; - �. I a�'s `f .c'rs'v �a. I- yam, ^r -1,, IJ NOTES: g 1- ' .i f i I !- _ . . •:> _. _ • .� r " �? _ ..�. - ALL LUMBER TO BE SAW SIZED DOUGLAS FIR _ - PAINT OR STAIN WOOD PER FINNISH _ SCHEDULE (IF PAINTING, TREAT Ai ,s"- -A- -I ---- ---aF- EXPOSED SURFACES WITH (2) TWO COATS (-1 ` -� I A&D 2t MOISTURE -PROOF PRIMER AND 12) TWO `-""` oo ELEVATION VIEW - 6 WIDE WALK COATS ENAMEL. SECTION VIEW - A ELEVATION VIEW i -- - --- - - - - -- -- _._.._. SCALE. 3/8" = 7-5 aCALE: 3/8" = 9'-D" � 10 SCALE: 3116„ = 1'-0" EYEBROW TRELLIS STRIA GATE ENTRY B DECORATIVELU! L C PLANTER WALL WITH BRICK PILASTERS - ELEVATION SIM= 2:NY,Rt N1S^ NTAL DESIGN SUMMER'SIMURPHY&PARTNERS INC. 34197 COAST HNY SUITE 200 DANA POINT CA 92629 (949) 443-1446 T-31-20 "' Renewal 0 .._ _.CF CAOC These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi- cation shall be restricted to the arigina{ site for which they Were prepared. Re -Use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy &. Partners, Inc. 0 U W 1 t11 d • Lij DRAWING TITLE: CONSTRUCTION DETAILS DESIGNED SMP DRAWN SMP CHECKED SMF DATE 1/10/2020 JOB NO, 742825 CAD FILE GAT,OENT 0D.awr3 SHEET NUMBER 7 OF SHEETS 33 • Lij 1 *i < • ii ED ii i • i ■ r, y DRAWING TITLE: CONSTRUCTION DETAILS DESIGNED SMP DRAWN SMP CHECKED SMF DATE 1/10/2020 JOB NO, 742825 CAD FILE GAT,OENT 0D.awr3 SHEET NUMBER 7 OF SHEETS 33 ELEVATION VIEW - A SCALE: 1/4" = V -0"` - C1. PARKWA`! PARKWAY CL PLAN VIEW SCALE: 114" = T-0" W iI. ISMRR CL SECTION VIEW SCALE: 1. 3" SQ. METALIZED TUBULAR STEEL GATE FRAME 2. 3/4" SQ. METALIZED TUBULAR S7 EEL PICKET -WELD SMOOTH TO 3" GATE FRAME & HORIZONTAL RAIL 3. 1-1/2"x3" METALIZED TUBULAR STEEL HORIZONTAL RAIZ_ MEMBER NOTES: - ALL SURFACES SHALL BE GROUND SMOOTH - TREAT ALL EXPOSED SURFACES W/(2) IWO COATS MOISTURE -PROOF PRIMER AND (2) COATS ENAMEL (COLOR BY OWNER) OWNER OPTION TO HAVE GATE POWDER -COATED. (COLOR PER OWNER) N r iNAL IJIMt:RSBVR' I V II UG.I jrr,4INt_U IN Y LLU AF I LK WALLS & PILASTERS ARE PLACED TO ACHIEVE 11111111111100, low R %a "M 010,0 , 1. DECORATIVE BRICK PILASTER AND PERIMETER THEME WALL -REFER TO DETAILS A&B, SHEET CD -4 2. DECORATIVE TUBULAR STEEL ENTRY GATE -REFER TO DETAIL B, SHEET CD -3 3, CONCRETE SIDEWALK -REFER TO CIVIL ENGINEER'S PLANS, TYP. 4. TUBULAR STEEL FENCE -REFER TO DETAIL C, SHEET CD -4 5. VEHICULAR GATE BRICK ENTRY PILASTER -REFER TO DETAIL A. SHEET CD -1 6. TUBULAR STEEL VEHICULAR ACCESS GATE -REFER TO DETAIL B, SHEET CD -2 T CONCRETE CURB, GUTTER & DRIVE AISLE PAVING -REFER TO CIVIL ENGINEER'S PLANS, TYP. 8. DECORATIVE BRICK BLADE WALL -REFER TO DETAIL A, SHEET CD -1 9. GATE MOTOR -REFER TO FINISH SCHEDULE 1"WM 1 !I 1. 3" SQ. METALIZED TUBULAR STEEL GATE FRAME 2. 3/4" SQ. METALIZED TUBULAR STEEL PICKET -WELD SMOOTH TO 3" GATE FRAME & HORIZONTAL RAIL 3. 1-112" x 3° METALIZED TUBULAR STEEL HORIZONTAL RAIL MEMBER 4. 6" SQ. METALIZED TUBULAR STEEL GATE POST -SECURE TO CMU BLOCK CORE 5. HEAVY DUTY WELD ON GATE HINGE -REFER TO STRUCTURAL. ENGINEER'S PLANS 6. ADJACENT BRICK BLADE WALL/ PILASTER -REFER TO DETAIL A, SHEET CD -1 NOTES: - ALL SURFACES SHALL BE GROUND SMOOTH - TREAT ALL EXPOSED SURFACES W1(2) TWO COATS MOISTURE -PROOF PRIMER AND (2) COATS ENAMEL (COLOR BY OWNER) OWNER OPTION TO HAVE GATE POWDER -COATED. (COLOR PER OWNER) 'Arfru. smr- ENV4R,ONMENTAL DESIGN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST MY SUITE 200 DANA POINT CA 926n (348)443-1446 Renewal Date \F OF CAL1PGl These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi• cation shall be restricted to the original site for which they were prepared. Reuse, repro• duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. z CD r I I ? � f� I I I i CN L11 F-- � 4 �C1��1�1Q�QG1 kco rr In M 0 � � it kk r ttty ii • fri rt f ■ y j t • Ld s -s w ELEVATION VIEW - A SCALE: 1/4" = V -0"` - C1. PARKWA`! PARKWAY CL PLAN VIEW SCALE: 114" = T-0" W iI. ISMRR CL SECTION VIEW SCALE: 1. 3" SQ. METALIZED TUBULAR STEEL GATE FRAME 2. 3/4" SQ. METALIZED TUBULAR S7 EEL PICKET -WELD SMOOTH TO 3" GATE FRAME & HORIZONTAL RAIL 3. 1-1/2"x3" METALIZED TUBULAR STEEL HORIZONTAL RAIZ_ MEMBER NOTES: - ALL SURFACES SHALL BE GROUND SMOOTH - TREAT ALL EXPOSED SURFACES W/(2) IWO COATS MOISTURE -PROOF PRIMER AND (2) COATS ENAMEL (COLOR BY OWNER) OWNER OPTION TO HAVE GATE POWDER -COATED. (COLOR PER OWNER) N r iNAL IJIMt:RSBVR' I V II UG.I jrr,4INt_U IN Y LLU AF I LK WALLS & PILASTERS ARE PLACED TO ACHIEVE 11111111111100, low R %a "M 010,0 , 1. DECORATIVE BRICK PILASTER AND PERIMETER THEME WALL -REFER TO DETAILS A&B, SHEET CD -4 2. DECORATIVE TUBULAR STEEL ENTRY GATE -REFER TO DETAIL B, SHEET CD -3 3, CONCRETE SIDEWALK -REFER TO CIVIL ENGINEER'S PLANS, TYP. 4. TUBULAR STEEL FENCE -REFER TO DETAIL C, SHEET CD -4 5. VEHICULAR GATE BRICK ENTRY PILASTER -REFER TO DETAIL A. SHEET CD -1 6. TUBULAR STEEL VEHICULAR ACCESS GATE -REFER TO DETAIL B, SHEET CD -2 T CONCRETE CURB, GUTTER & DRIVE AISLE PAVING -REFER TO CIVIL ENGINEER'S PLANS, TYP. 8. DECORATIVE BRICK BLADE WALL -REFER TO DETAIL A, SHEET CD -1 9. GATE MOTOR -REFER TO FINISH SCHEDULE 1"WM 1 !I 1. 3" SQ. METALIZED TUBULAR STEEL GATE FRAME 2. 3/4" SQ. METALIZED TUBULAR STEEL PICKET -WELD SMOOTH TO 3" GATE FRAME & HORIZONTAL RAIL 3. 1-112" x 3° METALIZED TUBULAR STEEL HORIZONTAL RAIL MEMBER 4. 6" SQ. METALIZED TUBULAR STEEL GATE POST -SECURE TO CMU BLOCK CORE 5. HEAVY DUTY WELD ON GATE HINGE -REFER TO STRUCTURAL. ENGINEER'S PLANS 6. ADJACENT BRICK BLADE WALL/ PILASTER -REFER TO DETAIL A, SHEET CD -1 NOTES: - ALL SURFACES SHALL BE GROUND SMOOTH - TREAT ALL EXPOSED SURFACES W1(2) TWO COATS MOISTURE -PROOF PRIMER AND (2) COATS ENAMEL (COLOR BY OWNER) OWNER OPTION TO HAVE GATE POWDER -COATED. (COLOR PER OWNER) 'Arfru. smr- ENV4R,ONMENTAL DESIGN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST MY SUITE 200 DANA POINT CA 926n (348)443-1446 Renewal Date \F OF CAL1PGl These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi• cation shall be restricted to the original site for which they were prepared. Reuse, repro• duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. z CD I I ? � f� I I I i CN L11 F-- � 4 �C1��1�1Q�QG1 ( CN kco rr In M 0 k kk r r • rt ■ y U t • Ld s -s w DRAWING TITLE: CONSTRUCTION DETAILS DESIGNED SMP DRAWN SMP CHECKED SMP DATE 1/10/2020 JOB NO. 742825 CAD FILE GATD ENT_CD.dwg SHEET NUMBER rs 8 OF SHEETS LEGEND LEGEND LEGEND 1, DECORATIVE BRICK VENEERED PILASTER -REFER 4. SLUMP BLOCK PLANTER WALL WITH BRICK CAP TO DETAIL C, THIS SHEET -REFER TO DETAIL C, THIS SHEET 1. 4"x8" BRICK PILASTER CAP -ROWLOCK PATTERN 4. 4"x8" BRICK WALL CAP -HEADER PATTERN (SEE 1. SLUMP BLOCK PLANTER WALL, WITH BRICK CAP 5. DIRECTORY KEYPAD MOUNTED IN BRICK 2. DIRECTORY KEYPAD MOUNTED IN BRICK 5. DECORATIVE COMMUNITY SIGN PANEL -BY (SEE BRICK NOTES) BRICK NOTES) -REFER TO DETAIL C&D, THIS SHEET PILASTER -REFER TO DETAIL E, THIS SHEET PILASTER -REFER TO DETAIL E, THIS SHEET OWNER 2., 6'°x6"x16" CMU BLOCK PILASTER CORE -GROUT 5. 6"x6"x16" SLUMP BLOCK'NALL 2. DECORATIVE BRICK VENEERED PILASTER 6. DRIVE AISLE -REFER TO CONSTRUCTION 3. CONCRETE CURB AND ENHANCED DRIVE AISLE 6. COMPACTED SUB -GRADE, TYP. FILL SOLID ALL VOIDS -REFER TO STRUCTURAL. -GROUT FILL SOLID ALL VOIDS, TYP. -REFER TO DETAIL C&D, THIS SHEET LAYOUT PLAN -REFER TO CONSTRUCTION LAYOUT PLAN, TYP. DETAILS, TYP. -BLOCK COLOR: WHITE SLUMP 3. CONCRETE CURB AND GUTTER -REFER TO 3. 314"x4"x8" THIN BRICK FACE VENEER ON -AVAILABLE FROM DECO BLOCK CIVIL_ ENGINEER'S PLANS PILASTER -SHINER / RUNNING BOND PATTERN -MORTAR PAINT 'SWISS COFFEEBY DUNN 4. DECORATIVE COMMUNITY SIGN PANEL -BY ° v (SEE BRICK NOTES) EDWARDS (REFER TO WALL TREATMENT NOTE, OWNER �C DETAIL A, CD -4) � L -GROUT: MATCH WHITE SLUMP -- EQ. =o _ TYP .-.-.- : t _ r. . 6 FINISH GRADE, TYP TVP IS COMPACTED SUB- . GRADE, TYP � 22 (1TT1C(. 7 � I J $. REINFORCED CONCRETE FOOTING -REFER TO � � -� STRUCTURAL PLANS, TYP. I i jf sr. C t' S. NDS EZ -FLOW FRENCH DRAIN SYSTEM > P.A. -CONTRACTOR TO TIE INTO DRAIN SYSTEM PER 4 v W ,�(� yal CIVIL PLANSI- - 7Q 10. WATERPROOFING, TYP.~ im _ I t I , J M ' - -.. _ - BRICK NOTES: -- P.A.T i ° BRICK COLOR: RED FLASHED i P.A. / \� GROUT COLOR_ MORTAR GRAY , - -T',- I' ( t - -' r, . w•., , - AVAILABLE FROM: PACIFIC CLAY" OR I CL CL \ 4 ( APPROVED EQUAL 3' h' P.A. NOTES; ELEVATION VIEW REFER TO STRUCTURAL ENGINEERS -I SCALE: 3/8 V-0" e REINFORCEMENT DETAILS & SPECIFICATIONS >CL <�� T CL PLAN VIEW - BLOCK LAYOUT FOR BLOCK WALL, FOOTING AND P.S.I.OF SCALE: 3/4" = V-0" CONCRETE FOOTINGS L l ER ALL T LA MEDIAN o ELEV. �e z _ �Q. CL LQ. I � �z � �J); j q so -✓ rrP yP. ? 1 L Y f P.A. L f v� I'_�� I� �� J['- _ ) m Cl- -- - - - - z'B'L CL 1, 4"x8" BRICK PILASTER CAP 5. 8"x8"x16" CMU BLOCK -GROUT FILL SOLID ALL Q d - I hdL JL -J-f F.G. r,s ID ROWLOCK PATTERN SEE BRICK NOTES IN DETAIL VOIDS -REFER TO STRUCTURAL, DETAILS, TYP. .1 C, THIS SHEET} 6. 3/4"x4°°x$" THIN BRICK FACE VENEER -� t %; P.A. A> EQ CL EQ P.A. ( 5 2. CALL BOX -REFER TO FINISH SCHEDULE, SHT, CL -1 SHINER RUNNING BOND PATTERN -- 3. ACCESS CONTROL CARD READER. HID PROXPRO li, T COMPACTED SUB -GRADE -PER GEOTECH'S ° L77 k L * ✓ i \ ° %i I 7 i' ?, pp^�� 5455 -ACTUAL LOCATION WILL NEED TO BE RECOMMENDATIONS ++I 7 , r6 1 ;i l:sl -j VERIFIED IN FIELD AND INSTALL PER $. REINFORCED CONCRETE FOOTING -REFER TO I �(P r 6 m ' r \ . i' CL f I + ' lT{ s k CLi f 1 I --- \ > MANUFACTURE'S SPECS STRUCTURAL ENGINEER'S PLANS, TYP. 44 t i S ^. r ", 1 �T 4. CURB, GUTTER & DRIVE AISLE -REFER TO CIVIL 9. ELECTRICAL CONDUIT FOR COMMUNICATION I �a' I N CL ^ CL GL r c; ENGINEER'. PLANS, TYP. CABLE �V 10. KNOX SWITCH - APPROVED UNIT BY COUNTY FIRE � __ - r SQ. U. F.G. 4 DEPARTMENT ONLY -TO BE INSTALLED BY <. l % - LICENSED GATE CONTRACTOR ONLY �� i k i �'� '. t a CL i v , v i i, 1l �. s �\ P.A. \: 1 J� EQ. EQ. 11. ADIACENT' PLANTER WALL AND DECORATIVE ". %' ` 1 i > . �',:I, R v \ t.J ✓ i t A V /� . PILASTER -REFER TO DETAIL C, THIS SHEET i r 12. FIBER OPTIC CABLE UTILITY CABINET FLUSH --- EF _� MOUNTED IN PILASTER -CONTRACTOR TOINSTALL- o ON SIDE OF PILASTER FACING VEHICULAR GATES CI „ -MAINTAIN T CLEAR SPACE IN FRONT OF ACCESS - r DOOR -REFER TO AT&T SPECS FOR CABINET INSTALLATION REQUIREMENTS. y� - �\ -- -- -- _ _I - L7 7 REPEaTo ( I __._...._._.._ __ RFFERT7 STRU;TURAL I STRUCTURAL PLANS, TYP. PLANS. TYP. o - - Or _ NOTES: t 0 T l [ _. KNOX KEY SWITCHES, AND SIMILAR 2 SECTION, VIEW -A SECTION VIEW B PLAN VIEW r ®r j PRODUCTS MANUFACTURED BY KNOX -_ ---- - - 4 SCALE:, 314' V-0" SCALE: 3/4" = 1'-0" SCALE: 1%4°' = 1' 0" ILf COMPANY, ARE THE ONLY TYPE APPROVED I� BY THE COUNTY FIRE DEPARTMENT F.S. A ELECTRONIC KEY SWITCH IS REQUIRED ON ALL BRICKPILASTER L_ L LAT ALL A T L A ISLAND MEDIAN 3, ELECTRONIC GATES AND IS "THE ONLY APPLICATION FOR THIS USE - CLEAR A LICENSED GATE CONTRACTOR SHALL CL A CL r- L.;d INSTALL KNOX SWITCHES q-, E -CL ELEVATION VIEW - FRONT LEGS _. __ .._.._ .-- r' Q. E -_ --- -- 3` 10 PUBLIC- - - PRIVATE _ q` SCALE: 112" = 1 0„ z' S� -- - f� T "`e ;,Z 1. 4" SQ. METALIZED TUBULAR STEEL POST WITH-- - g DECORATIVE CAP AND ESCUTCHEON PLATE 2. 1-112"x2" METALIZED TUBULAR STEEL GATE FRAME 2' SQ. 3. 314" METALIZED TUBULAR STEEL PICKET I 2 5 _E-4-:1 �'[ 4. CONCRETE POST FOOTING'i � I �- 5. GATE LOCK AND DOOR HARDWARE g 4 MA i ��_( I - - s ._._. Y ✓- 2 tic _, 0 & HEAVY DUTY SELF-CLOSING GATE HINGE � F..tI U ("�� 7. 1/2" THICK METALIZED STEEL KICKPLATE -WELD j� - -. " _-`_ :LJ I. I y.,,r SMOOTH TO TUBULAR STEEL GATE FRAME -- CG CL - - CL 8. ADJACENT CONCRETE PAVING -REFER TO 1 � � I i , I CONSTRUCTION PLAN, TYP. u 3� 2 \i !' ° I - EEi 9, COMPACTED SUBGRADE 4" haAx { I I I 2 \ i /\ \ ', �' ;[ . I• 10. ADJACENT TUBULAR STEEL FENCE -REFER TO i3ETAIL C, I . \ \�'nI i� ri' �y ` it ,i-�i�_��1L l ° SHEET CD -4 Y I 6 (7� "�'�' `�,' i; -W 't pig ;r �' L�,-� f'1... I i `-' \ o ; .✓' �r�\(; t \/ k'L ✓ NOTES: H I I L \ 1 i K ALL SURFACES SHALT- BE GROUND SMOOTH - " TREAT ALL EXPOSED SURFACES Wi(2) TWO COAT, j , d MOISTURE -PROOF PRIMER AND 2 COATS ENAMEL -- _ I I-__ r (COLOR BY OWNER) { 7 v > /. OWNER OPTION TO HAVE GATE POWDER -COATED. \ \ (COLOR PER OWNER) 7 V �Jjw SECTION VIEW - SIDE ELEVATION VIEW - SIDE ELEVATION VIEW - -- �_�} // f \%`/�/: SECTION VIEW ALE: 112" = 1' 0" SCALE; 1 /2" =1'-0" SCALE' 314" = 1'-0° �✓ � � % � ;�� , . r':� �iA SCALE; 3I4° - 1 4" �� ✓ DIRECTORY KEY PAD BRICK PILASTER, TUBULAR STEEL PEDESTRIAN ACCESS GATE SUMMERS/MURPHY & PARTNERS, INC. U 187 COAS T HIVY SUITE 200 DANA POINT CA 52628 (949)443-1446 These drawings and/or the aCComparying specifications are the exclusive property of Surmners/Murphy & Partners, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepaied. IEe-use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. z Ci _T i � w I I A I LU 4 DRAWING TITLE: CONST RUCTION DETAILS DESIGNED SMP DRAWN SMP CHECKED SMP DATE 1110/2020 JOB NO. 742825 CAD FILE GATD ENT_CD.dwg SHEET NUMBER I D OF aT SHEETS A (D Lij co 0 C a. M in i V Z • . i t 4 � �i M DRAWING TITLE: CONST RUCTION DETAILS DESIGNED SMP DRAWN SMP CHECKED SMP DATE 1110/2020 JOB NO. 742825 CAD FILE GATD ENT_CD.dwg SHEET NUMBER I D OF aT SHEETS LEGEND THEME -SIDE TREATMENT I T U TI - - -- 1. 314" SQ. METALIZED TUBULAR STEEL PICKET 4. CONCRETE FOOTING WHEN SETTING BLOCK ON MORTAR GROUT JOINTS MAKE SURE 5. IF INSIDE OF WALL FACES A, RESIDENTIAL REAR YARD, IT IS 1. 4"x8" BRICK PILASTER CAP 2. 1-1/2" x 2" METALIZED TUBULAR STEEL RAIL 5. PLANTING AREA / FINISH GRADE, TYP. MORTAR IS WET, DO NOT STRIKE MORTAR JOINTS-- INSTEAD RECOMMENDED TO APPLY A COAT OF CLEAR MASONRY SEALER- -ROWLOCK PATTERN (SEE BRICK NOTES BELOW) MEMBER & COMPACTED SUB -GRADE SPREAD I BLEND EXCESS MORTAR ALONG GROUT JOINTS TO THIS PREVENTS RESIDENTIAL IRRIGATION WATER FROM 3. 4" SQ. METALIZED TUBULAR STEEL POST WITH 7. CONCRETE MOWCURB, TYP. ABOUT 2"-3" WIDE TO SOFTEN THE BLOCK EDGES. PENETRATING BLOCK AND AFFECTING OUTSIDE OF WALL. 2. 4"x8" BRICK WALL CAP POST CAP - REFER TO CONSTRUCTION LAYOUT 8. 2-1/2" SQ. METALIZED TUBULAR STEEL POST -HEADER PATTERN (SEE BRICK NOTES BELOW) FOR LOCATIONS - USE 4" POST AT LAST PANEL WITH POST CAP, TYP. 2, PRESSURE WASH WALL- PERIMETER SIDE TO REMOVE DUST AND 6. IF WALL IS ALREADY GROUTED AND DRY.,.. IN FENCE RUN AND/OR AT CHANGE IN FENCE OTHER UNWANTED MATERIAL FROM WALL. 3. 3/4'"x4"x8" THIN BRICK FACE VENEER ON FULL & FALSE DIRECTION, TYP. CL A. PRESSURE WASH WAIL. PILASTER ILI Q 3, APPLY ONE COAT OF PRIMER MASONRY PAINT- TINTED WITH FINAL B. APPLY MORTAR (MATCHING ORIGINAL MORTAR SPEC.) WITH A -SHINER / RUNNING BOND PATTERN (SEE BRICK NOTES BELOW) WALL COLOR, GLUE ADDITIVE OVER EXISTING MORTAR JOINTS TO BLEND THE JOINTS IN SAME EFFECT AS IF MORTAR IS WET IN 4. 6"x6"x16" SLUMP BLOCK PERIMETER WALL 1 A Ica t 4. APPLY ONE COAT OF MASONRY PAINT- IN COLOR SPECIFIED. ORIGINAL STATE. -GROUT FILL SOLID ALL, VOIDS, TYP. NOTE: DUNN EDWARDS SELLS PAINT AND PRIMER C. PRIMER AND PAINT AS ORIGINAL SPEC. -BLOCK COLOR: WHITE SLUMP GL e -AVAILABLE FROM ORCO BLOCK OR APPROVED EQUAL — I ..FINISH: MORTAR PAINT'SWISS COFFEE" BY DUNN EDWARDS TYPICAL PANEL a" REFER TO WALL TREATMENT NOTE, THIS DETAIL -TREATMENT — i ON THEME SIDE ONLY - HOMEOWNER SIDE GROUT. MATCH WHITE SLUMP ��'� '"±c- , �,^✓-, :, �, .�� ,�. _. , yJ �, , ., "�, ,ter _-�, � . . > � , .�S 2 2• I 5. FINISH GRADE, TYP. o/ 7� PLAN VIEW y{ f f L u r ti, REFER TO CIVIL ENGINEER'S MALL PLANS FOR WALL , G � I I GL N uL A CL CONSTRUCTION—�' J I' IPVFCiF?1IA11®Rlq THIS DETAIL I FC31 CL a — Cl. � f MALL FINISH & BRICK PILASTER SPECIFICATIONS ONLY - - TYPICAL PANEL _- ` II CL _.CL Typ if fIIII it ;1�,,L1[ , l� `I 1 l i ------ 2 T L_ if l I 4"I Max. JI I I II I j j -_-_ ----- --_ - --- -- ----- aa <c I T._— -ji � � .. J.:. .. .. J L L— f �- ^, "' - L _ _L ^ IF IF if �_J , f If I'I i ; - .' . II a � I ' __ ! _ - --�, a" p.. it ^If ll" �.—.—J�__�i. 'ii -- -r'• ,.M „,. _ .. ,,..., I I i I r [� ] , -- --- N -1 L ° p �I ? — r I BRICK NOTES: N / r L a hl - L -- — ? w' - I, _-_ - —, -- BRICK COLOR: RED FLASHED :, - -- GROUT COLfJR: MORTAR GRAY \, , �' i= — AVAILABLE FROM: PACIFIC CLAY / \ / i, y I 7�\ 1',�\.`.� \.\, \\\•, \\. �,\ \� \� \;' �\ \'i r �; L --jr=„��---.__. 6 OR APPROVED EQUAL i \i U7 6 ti• 4 SECTION VIEW - A ELEVATION VIEW � ELEVATION VIEW ELEVATION VIEW - B BRICK VENEER SCALE: 3/4” = V-0"" SCALE: 3A"" = T-0`" SCALE: 314' = 1'-0" SCALE: 314" - V-0" SCALE: N, T.S. T IJLAI STEELENCLOSURE F A ATIVE FULL F BRICK V PILASTER LEGEND LEGEND ---- 1. FINISH GRADE 7. COMPACTED SUBGRADE - 90% MIN, 1. 4"x8" PACIFIC CLAY BRICK CAP 5. 6"x6'"x' 6`° SLUMP BLOCK WALL 2. 1/4" RADIUS ALL EDGES RELATIVE COMPACTION +✓`Ya 6" DEPTH PATTERN: HEADER COLOR: WHITE SLUMP 3. CONCRETE PAVING (REFER TO SOILS REPORT) COLOR: RED FLASHED BY: ORCO BLOCK CO. COLOR: MEDIUM GRAY 2. FINISH GRADE GROUT: MATCH'WHITE SLUMP' FINISH: REFER TO CONSTRUCTION PLAN NOTES: 3. CONCRETE FOOTING FINISH: MORTAR WASH'SWiSS COFFEE SCORE JOINTS: TOOLED REFER TO SOIL'S ENGINEER'S REPORT 4. COMPACTED SUB -GRADE DUNN EDWARDS'-ALL SIDES 4. TOOLED SCORE JOINT -SEE DETAIL. THIS FOR MINIMUM THICKNESS OF SHEET CONCRETE AND SIZE ! DEPTH OF A , 5. 1-112" IN TURF, 2" IN PLANTING BEDS REINFORCING STEEL. 6. EXPANSION JOINT -SEE DETAIL, THIS w,1 SHEET 51 = NOTES: __„I 5 REFER TO STRUCTURAL j = ENGINEERS ) �, 1 i 1 g Q i REINFORCEMENT Y ? x DETAILS AND 4 o SPECIFICATIONS FOR // 1�� % ¢ BLOCK WALL, FOOTING -� �!" MIN. M a AND P.S.I. OF �I - 1 r.. 2 CONCRETE FOOTINGS 5\�l'�� '\ �/ \ '\\/ ��/ ! PER SOILS 1 9 REPORTkk 7 SECTION VIEW SECTION VIEW ELEVATION VIEW SCALE: 1" = V --D" SCALE: 112" = 1'-0" SCALE: 112" = V-0` D CONCRETEPAVING _ SLUMPL LL WITH BRICKA CrIVIRONME.XTAI_ SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HWV SUITE 200 DANA POINT CA 92629 (340)443-1446 7...31-20 Renewal Date A� Oate \e CF rat tFa% These drawings and/or the accomparrying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. DRAWING TITLE: CONSTRUCTION DETAILS DESIGNED SMP DRAWN SMP CHECKED SMP DATE 1/10/2020 JOB NO. 742625 GAD FILE GATD ENT_CDdwg SHEET NUMBER I 10 OE SHEETS) ................... Ill I LLI i � I Q , LLj DRAWING TITLE: CONSTRUCTION DETAILS DESIGNED SMP DRAWN SMP CHECKED SMP DATE 1/10/2020 JOB NO. 742625 GAD FILE GATD ENT_CDdwg SHEET NUMBER I 10 OE SHEETS) ................... Ill LLj LL CC nmo cir) w LU e� 1- LLI < r� 0 .. LU O y �A r Uj t fi < • <i, ., DRAWING TITLE: CONSTRUCTION DETAILS DESIGNED SMP DRAWN SMP CHECKED SMP DATE 1/10/2020 JOB NO. 742625 GAD FILE GATD ENT_CDdwg SHEET NUMBER I 10 OE SHEETS) ................... a A. Contractual Relationship In the performance off contract, Contractor shall hold Landscape Architect and Owner harmless from any and all liability, costs and charges arising out of, Or In connection with, contractors, employees, or the agent's negligence, omissions, arras. B. Errors or Conflicts If any errors or conflicts are discovered In the plans or notes, they shall be unterpmtaa so as to accomphsn the real purpose of those plans and notes. C. Additions, Deviations and Alterations No deviations or alterations from the plans and specifications will be permitted unless authorized brain Owner or the Landscape Architect. Should deviation from pians and notes become necessary due to conflicting site conditions, Owner and Landscape Architect shall approve in advance arty such deviation. No additcrial work will be authorized without the express wdtren authorization from fine Owner. D. Interpretation The Contractor shat: comply with the obvious intent and meaning of these Flans and specifications which shall be construed to include aid labor, material, tools and equipment necessary to complete the work specifies herein in a workmanlike manner in strict accordance with plans and notes. Should any questions arise as to the !start and interpretation of these plans and notes, Contractor shall refer to Owner and Landscape Architect whose decslon thereon shall be final. E. Observation and Rejection of Materials and'Ammmanship All materials and workmanship furnished or performed by Contractor shall ?>e subject to final observation and acceptance by Owner and t_andscape Architect upon Completion of all contract workwhether previously paid for or not. At Pry and all times during and performance of this Contract Cortractor shall make available for observation, test and approval, materials and workmanship, Failure of such observers to make observation, tests or approvals "all not prejudice the right of Landsce Xrchitect or Generale final observation. Contractor shall promptly restarts any and all material, workmanship and equipment which does not conform to the plans and notes. All materials used or this contract shall be new and the best markeo quality unless specified otherwise. F. Samples When so required by the Owner en, Landscape Architect, Contractor Anall. submit for approval samples of the various materials, and specify finish thereon. G. Local Codes All construction at conform to all local building codes and ordinances. It is Contractors responsibility to verify all Codes poor to commencing :vork. H. Utilities Contractor shall be responsible for verifying the location of all underground uiliitias. electric cables, condu¢s, sprinkler lines and all utility lines prior to any Construction I. Removal of Debris and Clean-up Contractor shall thoroughly clean and keep free of debris and waste material artirs construction area to the satisfaction of the Owner. J. General The general. sanctions and any appeal conditions that Owner may require shall apply with the same force and effect as though written in full herein for all construction sections. II. SITE EXCAVATION AND ROUGH GRADING Scepe of Work- Provide all labor, materials. tools, equipmel transportation and necessary incidentals for the completion at aid clearing, stripping, excavating, hackfiiling, grading and ;elated work as shown on the drawings, including but not limited to me following: A. Protection of ail curbs, walks walls, structures and other existing work which is to remain. B. Clearing and stripping site Of brash, dears and other ferekJn materials es outlined in the drawings. C. Excavator for all foundations and fcotin s to the dimension and depth shown on the arawin s. 9 P g Bottoms of excavations shall be Amo. tF. grid level. Ah inose materia. shalt be removed themfmm. D. subgrades shall be watered and compacted to a relative compadlon of 95%. E. Subgrades order sit paving shall be roe to grade and cross section, hard, uniform and smooth prior to placement of base matadal. F. Backfilling of all excavations and trenches after placement of foundations, walls, walks, utilities, etc.,as outlined on the drawings. Compact!on of backfill shall be in acceptance with Engineer's specifications. G. Grading of areas indicated in the drawings including bringing existing grades to within itf 0 foot plus or Trans. Fina'.. design grades as indicated or the drawings. H. Stockpting of excavation mataoai or import top soil fill and sand shall be asoutined on the drawirgs or as approved by Landscape Architect. ?. Clean up arid remove all debris and surplus material and remove from site. DRAINAGE Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary nodentals for the completion of all drainage systems as shown on the drawings, including but not limited to the falowing: A. Materials t. Acrylonite Butalene - Styrene (ABS) Schedule 40 drain pipe, perforated or non -perforated in diameters shown on the drawings. 2. Basins and Drains- High Impact plastic Sb/tone drain basins, catch basins with grata$, high impact Plastic Styrene deck drains, and/or precast concrete drain box and catch basins and - cast on grate in diamefers and sizes as shown on the drawings. Stainless steel or brass deck drains in hardscape as &.own on the drawings. B. "r'ranching and Laying Pine 1. Trenches to pitch a minimum of Vis per foot unless otherwise indicated on the drawings. Contractor to verity all Invert elevations and trench depth prior to excavation. 2. Bottom of trench shall be smooth and continuous to flow direction. A hollow shall be media to receive bell of pipe so the joint will riot bear upon the subgrone. Adjustments to ileo and grade she!! be made by scraping away or fi±l!ng in with hearth under the base of the pipe and not by wedging or blocking. 3. Trench material shall be used for backfill. However, no rocks or lumps shall be used. Welded joints shall los given at least 15 minutes setup before handling. Above the level of Ind!al backfill, the trench may be backfilled with trench material. 4- Compaction - Compaction by tamping shall not be done in '.ayers exceeding eight inches in loose depth with each layer thoroughly comparted beteaer. C. Clean -Up and Testing 1. Prior to covering0 of trenches drain, line and basins shall be checked to insure proper flow and watertightness - 2. The piping systemssnail be flushed and cleaned prior to connecting to existing drain lire, catch basin or storm drain systems. 3. Upon completing, of work, remove debris, tools and surplus material from site. IV. CONCRETE Shope of work - Provlge all labor, materials, tcwis, equipment, transportation and necessary incidentals for tie completion of all concrete network as shown or, the drawings including but not limited to the following: A. Materials t. Cement - Standard Portland Cemenf per designation C-150 of tyre ASTM Type il, H. or V, low alkali, single brand throughout. Refer to Sol! Engineers Report for Recommendations. 2. Aggregate - ASTM Specificatior, C-33 314" maximum see. Decorative aggregates or pea rack as shown or drawings. Fine natural sand, well graded conforming to ASTM 0-144. 3. Water - Water used shall be of potable duality. 4. Steel - Reinforcing steel for decks arrd walks to be intermediate grade deformed bars conforming to ASTM A-615 anchor Grade 40. Mesh ASTM A-496, size where shown on drawings. 5. Expansion .bunts -Asphalt Impregnated felt. Polyfelt Ethafoam as indicated on trle drawings. S. Control Joints -Saw cut joint 114 of slab thickness. Hand tooled scare joints 114" deep minlimum where sltowr on the drawings. 7. Cold Joints - Butt type, butt type with dowers. Sc cod key olrf as indicated on the drawings. 8. Joint Sealant - Two parts Polysuifici sealart as manufactured by Thiokol, Class AS, $alt leveling or multi -part polyurethane construction sealant try L.M. Scofield, In matchina Color. 9. Curing Material - Hunts proresa MD7C. 'Litnocnrome' rnlor wax for color rpndtttoned concrete by L.M. Scofield, in matghkrg color of Concrete as indicated on the drawings, 10. Color Conditioned Concrete-Chromix' admixtures for integral colored concrete by LJdL Scofield Company. 11. Dust -On Color-'Lithochrome' color hardener try L.M. Scofield Company. 12. Surface Retardant - 'Lithotex' fop surface retarder as manufactured by L.M. Scofield Company, or'Sika'surface retardant or'Rugesol' as manufactured by Site Corporation. B. Subgrade I. Grade all subgrades to a uniform depth and campacticn. Me plan all subgrades prior to pouring of concrete. 2, Cut all feelings in undisturbed or compacted sell. 3. Place sand or aggregate base as shown on lha drawings and as specified bya Sais Engineer, C. Forms 1. Use only finished lumber. Set all forms true to grade and position. 2. Moisten of forms pr!or to pouring of concrete or use approved form release agents. D. Expanses. Joints ., Place expansion joints it concrete at :intersection of concrete and fixed structures, i.e., garage, wails, base of steps, pool bond beam as indicated on the. drawirgs. 2. Place mutant joirt in concrete riot to exceed a horizontal spacing as specitied by e sons engir ear 3. Plewa construction joints in Concrete where casting on concrete is to be stooped and subsequent Wasting is to he started. E. Concrete 1, Class A concrete shall contain not lass than 5 sacks of cement per cubic yard and be proportioned to attain a maximum cylinder strength of 2,000 PSI In 28 days. Compressive strengths are to be determined In accordance with ASTM C-39. The sump shall not exceed 4". 2- Cancrete mixing -AII transit mixed concrete shall be mixed and delivered in accordance wit', the requirement of Standard Specroafons for ready mixed concmte ASTM C-94. F. Concrete Finishing 1, Broom FiNsh -'ramp fresh concrete will) heavy metal grid. Screed with straight edge to remove all kregaladtles. Float to a smooth surface, steel trowel, ,and edge to an even hard surface. Score as indicated or drawings. Use a new manila game bristle broom. Brash markings on slab in uniform fashion as shown on the drawings. 2. Rock Salt Finish Tamp fresh concrete with heavy meta! grid. Screed with straight edge to remove all irregularities. Float to a smooth surracc, steal trowel and edge to an even hard surface. Score as indicated on drawings. Hand broadcast rock salt in even distribution and tamp in. Wash off concrete with enough pressure to dissolve rock salt after concrete has set. 3. Pea ROCK Retarded Finish -Tamp fresh concrete with heavy metal grid Screed with straight edge to remove all Irregularities. Float to a smooth artificial steel trowel and edge to an even hard surface. Apply surface retardant to finished surface, prior to initial set per manufacturer's recommendations, L.M. Scofie,d, using sprayer, providing ever. disfrirChon. Reveal aggregate by using weld, et and coarse finer bash to emeve retardant paste from surface, washing thoroughly unbi surface is clean and. exposure Is complete and uniform. 4. Hard Seeded Aggregate Finish - Tamp fresh concrete with heavy metal god. Spread with straight edge to remove ail irregularities. Float to a smooths surface. Hand seed surface In uniform Leading over entire aura keeping stone 112" minimum from edges and expansion Orris. Tamp aggregate to a uviform depth below Concrete surface. 5. Stamped Concrete - Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all inorgularbos. Float to a smooth surface. Apply color hardener ufffrochmms' by LM. Scofield by the dry shake method using a minimum of 60 peunds per 100 square feet. Apply in 2 or more shakes and float after each shake. Trowel only after final floating while conaeta is still plastic using imprinting tools to make pattern as shown on the drawings. Apply color curing compound'L itnaahmma' color wax by 1_10, Scofield Company using roller or sprayer. d'Somacron'type sudece is strewn on di"aw;nos, .a release agent must be applied prior to texturing Ura rmnrx dri Color curing compound may be optional, as infrared on the drawings. 6. Sand Finish - Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove ail' regularities. Float to a smooth surface, steel trowel and edge to an even hard surface. Prior to set, lightly sponge surfano to reveal small surface fines whits not exposing aggregate. Alternate method, after initial set, surface to be washed with a diluted solutior of muriatic bad and water, sand m ushed to reveal surface lines. Surface must be continuously well 10 avoid acid burn. G. Clean Up t. Upon completion of work, remove all forms, dears, material and tools from site. Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary iroldentals for the mmplefion of all block masonry as shown or the drawings, including but not limited to the following: A Materials 1. Slump block !nits meeting grade A, ASTM C-90, cone efts block units Grade A, ASTM C-90. 2. Cement - Standard Portland Cement AS! Is designation C-150 Type 1 or !i. low alkali. 3. Sand - Dean, wall graded ASTM designation C-144. 4. Water - Water used shall be of potable quality. 5. Steel - Reimarcad steel for wall to be Grade 40 deformed bars ASTM dosignation A-165. 6. Concrete - Class A concrete minimum 2,000 PSI at 28 days. 7. Mortar- by volume, freshly prepared, uniformly mixed In ratio t part cement, 112 part lime puffy, 4-114 parts sand, performing to ASTM C-270. Omit lime putty if plastic cement is used. 8. Grout - by'volume freshly prepared, uniformly mixed 1 part cement, 3 parts sari 2 parts pea gravel B. Laying of Masonry 1. Lay all masonry straight and true to line with vertcal joints plumb over each other. Horizontai 'pints shall be iauei. Headers and corner units to Shaw finished faces where exposed. Joints and bond pattern to be as shown on the orawings. C. Reinforcing 1. All bars to masonry snail m iapped a minimum of 40 be, diameters. Dowels for walls and columns to be same size as wall reinforcing. Referto Structure: Engineer's specifications for all steel acres and locations. D. Cutting of Masonry /. No cutting of masonry units shalt be slowed unless shown on the drawings. E Grouting of Masonry 1. Grout ail sells with vertical steel solid as shown on the drawings. 2. Grout all Della below grade solid. 3. Provide minimum 3/4" between steel rr;inforcing and blocks. F. Weepholes ?. Open joint weep hales at 32" O.C. maximum on bottom course of retaining wells with 1 cubic foot gravel If shown on drawings or approved drainage system per Structural Engineer's Specifications. G. Expansion Joints 1. Provide vertical expansion joints !n wall per local code and Structural Engineer's specifications. H. Waterproofing 1. Waterproof all retaining walls below grade with asphalt ennui ion, 2 coats. I. Clearing t. Clean all masonry work, remova all mortar stains. 2. Upon Campanian of work, remove ar mortar droppings, debris, materials and tons from site, ax r Scope of Work - Provide all labor. materials, tools, equipment, transportation and necessarylr (dentals for the completion of all brick or stone masonry as shown on the drawings, including but not limited to the folice : A. M,aterlals 1, Briok or stone conforming to ASTM A-62 grade MW as shown an the drawings. 2. Cement - Standard Portland Cement ASTM designation C-150, Type If, III, or V low alkali single board throughout. Refer to Soils Engineer's report for recommendations. 3. Sand - Clean, well graded ASTM designation C -f44. 4. Water -Water used shall be of potable quality. 5. Steel - Reinforced steel for wails to be Grade 40 deformed bars AS I designation A-165. S. Mortar - by volume, freshly Prapared, uniformy mixed it ratio 1 part cement, 112 part lime putty, 3 parts sand; conforming to ASTM C-210. Omit lime putty if plastic. cement Is coact. 7. Grant - by volume, freshly prepared, uniformly mixed it cello 1 par cement, 3 parts sand or 1 part cement, 3 parts send and 2 parts pea gravel. B. Laying of Brick 1, Lay all masonry straight and true to line with brick vertical joints plumb over each other. Harizontai joints shall be level. Headers and Corner units to show finished faces where exposed. Joints and bond pattern to he as shown on the drawings. C. Reinfnmdng 1. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels for walls and columns to be same size as wall nsinfordxg. Refer to Structural Engineer's specifications for all steel sizes and locations. D. Cutting of Masonry 1. Use masonry saw for bock cuts unless specified otherwise. Bricks out less than 1112 length shall not be used. Stone to be cut with shiest and hemmer. E. Groutng of Masonry 1. Groot core walls solid as shown an the drawings. 2. Provide minimum of 2-1%2" grout space between double bock wails. Provide minimum 3/4" between steel reintorclna and brick. H. Waterproofing 1. Waterpmsf all retaining walls below grade with asphalt emulsion, or other as specified by Solis Engineer. I. Cleaning and Sealing 1. Clean all masonry work. Remove ail mortar stains. Remove alkali with solution of muriatic card and water. Apply clear sealer to exposed surfaces if shown on the drawings. 2. upon Completion of work, remove all morar dropoirgs, debris, :materials and tools from site. VII. CARPENTRY Scale of work - d ✓peaII labor, materials.equipment,teasi transportation and necessary incidentals s including in but n II a the following: for Completion of ail par antro as shown or the drawings. ince d u of mR .g to f p g- 9 g A. Materials 1. Wood - rough sawn, resawn, surfaced 4 sides where shown on the drawings, straight, sound, free from marks, air head knots, sap pockets, slivers, and checks. Select grade or better where shown on the drawings. 2. Douglas Fir, Redwood, Western Red Cecar or as shownon the drawings 3. Posts, Plates and other at -grade connections to be Redwood, Western Red Ceder or pressure treated Douglas Fir as shown or, the drawings. 4. Hardware -mlumr bases -'Simpson Strong 'i equal. Postiepsand snap ties -'Simpson Strong Te' or equal. Joist hangers aria heavy angles - 'Simpson Strong Fie' or equal. Screws, ninges, rails, bolts, and washers. All hardware material to be galvanized. 5. Stain and paint - as selected and shown on drawings. 6. Concrete - Class A minimum 2,000 PSI at 28 days. B. Rough Carpentry 1. Set atl posts, beams, rails ara framing plumb and true to line as shown on the drawings. 2. Connections -make all connections as shown on the drawirgs.Splice lumber at posts only. Utilize all nail andior bast holes for all hardware. 3. Ease al top edges of exposed lumber for barren tops, lots wails, eta, where surface contact is provided. 4. Post base - sat post Column base as shown on drawings, providing minimum Y' clear all sides from lammed post base to top of paving. 5. Countersink nails and bolts in all incisions where surface contact is provided, i.e., bench top etc. C. Painting and Stain 1. Pit all seems and cracks with Latex caulk andior wood cousin to msurc an even surface. 2. Sand smooth all exposed surfacas is speoHied as SIS. 3. Prime all painted surfaces with one coat primer. 4. Paint with minimum two finish coats for painted wrftvwe. 5. Stain with minimum two finish coats for stain surfaces. D. Protection and Cleanup 1. Protect all existing work from paint overspray. 2. Upon completion of work, remove all scrap wood, debris, materials and tools from site. VIII. Metal Work Scope of Work - Provide all labor, materials, toots, equipment, transportation and necessary incidentals for Completion of all metal work where shown on the drawings, including but not limited to the following: A. Materials 1. Steel tubing In sizes shown on the Crossings ASTM designation 500 and/or hand forged, sold rolled wrought iron In sizes as shown on the drawings. 2. Hardware - hinges, latches, bolts, washers, screws, etc., to he heavy duty. 3. Concrete - Class A concrete minimum 2,000 PSI at 28 days and/or 'Por -Rock' as shown on the drawings. 4. Paint -Zinc Chromate primer, 'Rustoleum' finish surface coats or equal. 'fdletalizing' or galvanizing or powder coating 8 shown,, on the drawings. B. Fabrication and Installation. 1. Contractor shay, make all measurement for fabrication infield prior to starting work. 2. Horizontal bars to taper with grade or step with grade as shown on the drawings. Vertical bars to be plumb. C. Welding 1. Welding to comply with the requirements of standard Code for ARC and gas welding. 2. Weld to only clean, rurtfree surface. 3. All welds to be continuous and free of chicks, craters and porosity. Tack welds not acceptable. 4. Grind smooth all exposed welds, match adjoining surfaces. 5. Plug all open ends and taps, and weld. D. Painting 1. Prima all metal work with one coat Zinc Chromate primer. 2. Paint all metal work with 2 coats'Rustolaum' In semi -gloss or flat as shown on the drawings. Paint to be 4 mils minimum dry thickness each. 3. Prime and paint per above, all field wa=ds. F :. Protection and Cleanup 1. Protect all existing work from paint overspray. 2. Obtain Fire permit where requ!rad for on-site welding. - 3. Upon completion of work, remove all scrap Iran, debris, materials and tools from site. VIII. Landscape Lighting Scope of Work - Provide all labor: materials, tools, eqci'pment, transportation and necessary incidentals for compietion of all landscape lighting where shown on the drawings, including but not iimlted to the following: A. Materials 1. Lighting fixtures - Landscape up -lights, pole mounted fixtures, wall mounted fixtures, and low voltage lighting as shown on the drawings and fixture schedule. 2. Condu!t - Schedule 40 or better per local eieotrical code, wire and sizes per omw:ng and schedules andior non-metallic direct burial sheathed cable as shown on the drawings. 3. Parols. breakers, maters, electrical service pedestals, time switches, photo cells and related hardware as shown the drawings. 4. Concrete - Class A concrete minimum 2,000 PSI at 28 days. B. Lighting Fixture Installation 1. Provide all lighting fixtures with Underwriters Laboratories labeling and where exposed to weather'damp area' labeling. Provide ail fixtures. poles. etc. with permanent level or perpendicular support and guarantee to stay in alignment for a panda of one year minimum. Posts to be direct burial or mounted to template base all as shown on orawings and fixture schedu'.es. C. Underground Defribrtfion 1. Provide plastic Cannot and rnnductors In utility trenches per local code. The use of non mataifc sheathed cable rated for underground use is approved {if allowed by local adroitly if suitably protected (i.e. in a trench with other piping with a concrete 3" cap or with burled Redwood planking. D. Distribution Panel, Pedestal 1. Provide federal breakers, elecktol service pedestals as shown on the drawings complete with time switches, photo Copy and related hardware as required. SmIld. .tel Ell 'V lisp NA F N T At. DESI".N SUMMERSIMURPHY & PARTNERS, INC. 31,197 COAST HWY SUITE 200 DANA POINT CA 92629 (949)443-1446 These drawings and/or the accompanying specifications are the exclusive property of Su'nmers/Murphy & Partners, trap and their use and publi- cation shall be restricted to the original site for which they were prepared. Reuse, repro. duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ A4urphy & Partraers, Inti DRAWING TITLE: CONSTRUCTION SPECIFICATIONS ( DESIGNED SMP IfPDRAWN CR r „NECKED SMP DATE 15012020 JCif NO. 742826 CAD FILE CATS ENT--CS.dwg SHEET NUMBER r 11 OF Ill SHEETS i _0 00 I LU l ii i I bij dI U s <1l < <// 111_11 DRAWING TITLE: CONSTRUCTION SPECIFICATIONS ( DESIGNED SMP IfPDRAWN CR r „NECKED SMP DATE 15012020 JCif NO. 742826 CAD FILE CATS ENT--CS.dwg SHEET NUMBER r 11 OF Ill SHEETS I 111111' l i y • � f try,. lug ■tl � r , AM a i, y 5: y f ■ DRAWING TITLE: CONSTRUCTION SPECIFICATIONS ( DESIGNED SMP IfPDRAWN CR r „NECKED SMP DATE 15012020 JCif NO. 742826 CAD FILE CATS ENT--CS.dwg SHEET NUMBER r 11 OF Ill SHEETS \� X , � J i A A 1 ) r 125 II , t l LIMIT OF WORK REFER TO PM1200 BACKBONE STREETS LANDSCAPING PLANS BY SMP � I i ' t i A > \ r / if _11 I , �- `•...� -'' "_"--._-._ fid //r/ / ref \' j i , r- r I r f i / f , r " 0 C r t , _ - 9 13A A1 6V 1, -y- 00\ l 4 000\ / ,� t r 12.985 7i+14 ;-EU9� t;J,� s° 30 1 it f / woo VI -PT 1" 6r ! C oA � // '_' " / I.,r �.� � T -M. i* $ s LIMIT OF WORK REFER TO TRACT 7347 LAGOON & SCREEN " ! WALL LANDSCAPING PLANS BY SMP y `vt \ \ y , PARK r CONTROLLER INFORMATION coneR Snip nor= CON7ROLLER'A' 70 BEA (22) STATION CONTROLLER CONTROLLER'A BACKFLOW TO BE 1" CONTROLLER W PRESSURE REGULATOR TO BE 1' (IF PRESSURE EXCEEDS RSPSI) CONTROLLER'A MASTER VALVE TO BEI 5' CONTROLLER A FLOW SENSOR TO BE 1,5" ' CONTROLLER W TO BE INSTALLED WITH LAGOON PLANS AND COORDINATED EFFORTS WITH THE ENTRY GATE PACKAGE WILL. BE REQUIRED. SHOWN ON PLANS FOR REFERENCE/ COORDINATION. The 120 volt power supply connection to the irrigation controller assembly shall be the responsibility of the Irrigation contractor. refer to eiectrica plans for 1 additional infamnazion. final location as shown on the drawings or as directed by GallYr 1 the owner's authorzed representative prior to installation. all sprinkler heads 571,324 shall be field adjusted to prevent over spray onto the'rr:gation assembly enclosure. rcf/yr The system :s designed for his operation of, one valve at a time per controller 0 the system has been designed for one valve opening and one valve closing. the controller shall be located as shown on the drawings or as directed by the owners authorized representative. v Controller'A' BELOOURT f/ L GOO I NTRY &'2'7/2019 MAXIMUM APPLIED WATER ALLOWANCE: TOTAL MAWA (EehCr 62)[(0.65 x I.A) + (0.45 x SLA)] Uj E fac.Por ETAF AREA 1 571,324 GallYr LA 62.4 0.62 0.66 31;974 = 571,324 764 rcf/yr SLA 52A 0.62 - Ill 0 = 0 - TOTAL ESTIMATED APPLIED WATER USED: LL.iUJC0 473,564 GaLlYr TOTAL EAUJU=(Eta x 0.62) x f(HA x PF)/fE) + SLAjf 633 ccAyr # Percentage of MAWA used : 83! Calculatmns : LLI Hydrozone #1 (LowlMed Water Use Shrub Drip; fHA) (PF) (SLA) 31,119 x 0,4 ( 524 x_ 0.62 )x[;-_ -59 )+ 0 = 449,331 Ga)/Yr 0 0 CD Hydrozone #2 (Med. Water Use Tree - Bubbler) (HA) (PF) (SLA) x 062 } x (('-.__._._ s44 x 0- ) + 0 1= 6,085 Gal.lYr 0.3 Hydrozone#3(Turf -Spray) fHA) (PF) _(SLA) 0 06 { 5:4 x 062 }x[( 61A x 08 )+ 0 - 17,246 GaLlYr 0.7 X, SMsaP ENb acyl lr-NTAL DE S!r,N SUMMERSIMURPHY & PARTNERS, INC. 34197 COAT -WY SUITE 209 DANA POINT CA 82629 {943}443-1446 -a 31-20 _ ! * Renewal 0cte ST _Gate �.P Are CF CA.UVF These drawings and/or the accompanying specifications are the excluWe property of Summers/Murphy .& Partners, Inc, and their use and pubiv cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from summers/ Murphy d'c Partners, Inc. i 0 DRAWING TITLE: IRRIGATION LAYOUT DESIGNED SMP DRAWN MM CHECKED SMP DATE 1/10/2020 JOB NO, 742825 CAD FILE GATD ENT_llzAwg SHEET' NUMBER 12 OF SHEETS; Uj Lj LL.iUJC0 5 # -I LLI .< co a ' OO ■ ■ 0 0 CD ii ■ 0 CL 0 06 yl X, X W M L11 y y i 0 y. DRAWING TITLE: IRRIGATION LAYOUT DESIGNED SMP DRAWN MM CHECKED SMP DATE 1/10/2020 JOB NO, 742825 CAD FILE GATD ENT_llzAwg SHEET' NUMBER 12 OF SHEETS; v (P 72 71 v v �y' , � �o =' cr � ' 1 r 00 mom 1 � r v /. M O 4 � J 9 -- _ ' �% J a til — r . w _— $ ..NEW Cl) OF ORK k R3i � � L \ i !— PT- S V73 � \ \ SIMmin �syM�, t:NI11RONMENTA: DESIt9N SUMMERSIMURPHY& PARTNERS, €NC. 34191 COAST HVN SUITE 209 DANA POINT CA 92629 I949)s.43-1446 z-sl-za j enema wci Cote W T irate �P 9fE_o CAL4p0�e� These drawings and/or the accornparrying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Reuse, repro duction or publication by any method, in whole or part, Is prohibited except by written permission from Summers/ Murphy & Partners, Inc. 0 fIJ I Uj I 'r i _ ~`{ �7 k -q<<<1 DRAWING TITLE: IRRIGATION LAYOUT' DESIGNED SMP DRAWN MM CHECKED SMP_ DATE 1(1012020) JOB NO. 7428251 CAD FILE GATD ENT_IR.dwg I SHEET NUMBER . 13 DE . ;�6 SHEETS � Ono UJ Uj �. 0 EL >i .� 1 DRAWING TITLE: IRRIGATION LAYOUT' DESIGNED SMP DRAWN MM CHECKED SMP_ DATE 1(1012020) JOB NO. 7428251 CAD FILE GATD ENT_IR.dwg I SHEET NUMBER . 13 DE . ;�6 SHEETS � TCHILI E. SEE SHEEN` R-4 V\ MAINLI INSTAL WALALL WL, f ('i 11l' r: ` - 0 - I Ul- of?1,C 4 CONTROLLER INFORMATION :ONTROLLER uOrr CONTROLLER'S' TO BE A (22) STATION CONTROLLER CONTROLLER 'B' BACKFLOW TO BE 1" CONTROLLER'B' PRESSURE REGULATOR TO BE 1" (iF PRESSURE EXCEEDS 85PSI) CONTROLLER'B' MASTER VALVE TO BE V CONTROLLER B' FLOW SENSOR TO BE 1" The 120 volt power supply connection to the rngation controller assembly shall be the responsibility of the irrigation contractor, rater to electrical plans for additional information, final location as shown on the dravv-ngs or as directedby the owner's authorized representative prior to Installatton. all sprinkler heads shail be field adjusted to prevent over spray onto the Imgatlon assembly enciosure. The system is designed for the operation of one valve at a time per controller. the system has been designed for one valve opening and ore valve entire. the controller shall be located as shown on the drawings or as directed by She owners authorized representative. Controllei B L.0 RT 11(d`n x;27;2019 MAXIMUM APPLIED WATER ALLOWANCE: TOTAL MawA=lEtg)(0-62);(0.55 x LA) + (0 45 x SLA)] to factor ETAF AREA LA52.4 6_82&2 0.55 24,248 = 433,273 LAI 52.4 6.82 0.45 0 = 0 TOTAL ESTIMATED APPLIED WATER USED: TOTAL EAWU=(Ftp x 0, 62) x [(HA x PF)AE) + SLA )If Calculations 433,273 Gat,/yr S74 ccflyr 350,836 Gat.ly, 484 ccLvy Percentage of MAWA used: 81! Hydrozone #1 (Low/Med Water Urs. Shrub Drip; (HA) (PF) (SLA) ( 32.4 x 062 )x[(.-_._ 24169 _x__ 0.4 �a 0 - 348,849 Gat/Yr Hydrozone #2 (Med. Water Use Tree - Bubbler) ( 52.4 ,. 062 )x(( (HAJ (PF) (SLA) 88 x 0.5 r+ 0 - 1,787 Gal.lyr 08 SMSmE -'0fiR0r`MEN':AL DE.SiGtr SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HN1Y SUITE 200 DANA POINT CA 92629 (949)443-1446 is 7-31-20 Renewal Doie `rT pate ^4 S4 TF OF CALt4C0. these drawings and/or the accompanying specifications are the exclusive property of Summers/AAurphy & Partners, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Reuse, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ hrAurphy & Partners, Inc 0 LIJ LU I Hydrozone #3 ('Turf - Spray) (HA) (PF) - (SLA) air=( 52.4 x 0.62 )xt(— 0—_ l _- 08•!* 0 , = o Gal.lYr 0.77 rN UIJ CL s d T NOTES: y U A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR f' CJ3 7Z SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION --- --- —^ RECOMMENDATIONS. w - . 1.. • SMSmE -'0fiR0r`MEN':AL DE.SiGtr SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HN1Y SUITE 200 DANA POINT CA 92629 (949)443-1446 is 7-31-20 Renewal Doie `rT pate ^4 S4 TF OF CALt4C0. these drawings and/or the accompanying specifications are the exclusive property of Summers/AAurphy & Partners, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Reuse, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ hrAurphy & Partners, Inc 0 I LU I til CD rN DRAWING TITLE: IRRIGATION LAYOUT DESIGNED SMP DRAWN MM CHECKED SMP DATE 1110/2020 JOB NO. 742825 CAD FILE GATOFNT_IR.dwg SHEET NUMBER 14 OF SHEETS CD rN Z) Lij 7Z m LLI - . 1.. • iA r r • in r Oz ,~ Co # ' ry A CO DRAWING TITLE: IRRIGATION LAYOUT DESIGNED SMP DRAWN MM CHECKED SMP DATE 1110/2020 JOB NO. 742825 CAD FILE GATOFNT_IR.dwg SHEET NUMBER 14 OF SHEETS KEY MAF' ' L 1 WHITE LANE A xs. WINDERMERE STREET f { _ , r ---- -- �,4 MARIAN NAY LOQfN DRIVE 4 I lb 'i13 39 1 E°: CELESTINE LANA - (private) -- f 1 [ -�,—. x �1 -- - `•r" '� ----..— .. ........_._ ,_ «Sr! MUIRLANDS PARKWAY VTNDERNIERE STREET `1 slims/ �. / I Vsc , j NORTH 1 _ .,.,d i FUTURE I - SEOP B MAINLINE 70 BE I i INSTALLED tE 4'-6' FROM I.. WALL. (290CURB TO CURB) I I I 1 54 55 57 I I i nl MATCHLINE: SEE BELOW MATCHLINE: SEE ABOVE t 1 MAINLINE TO BE FUTURE 9�INSTALL-ED @4`6'FROM [� ,3 WALL. 1._ AS �9 {290' CURB 1'0 CURB} �d z k 7- C? ` �y r 1 o -- _- s r _ �'( - \ f 812 is I I — �4 I - - - i p - 1 30 H PLI PLA s �PIII f I rivate — - - — _- -- - - - 'I t I MAINLINE. TO BE ' , NOTES: NSTALLED @ 4'-6` FROM WALL I A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER 'PORTER & ASSOCIATES; FOR .310' CURB TO CURB - SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION } - ) I .. -- RECOMMENDATIONS. 99 I g61 r n z_ 6 r-, B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR b i 3 ' EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES. 64 tSCALE: 1 "=20'-O" u+ MATCHLINE: SEE OEM SHEET IR -3 NORTH 0 29 40 60 80 SmIca- u FNV T04N45N At 0."StGI4 SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST iWY SUITE 200 DANA POINT CA 92629 (949)443-1446 \\� �T7enewal pcie 1& \,PAr `�,F CA41�O These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc- and their use and publi- cation shall be restricted to the . original site for whjch they were prepared. Re -use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy &. Partners, Inc. O I U) CD i I 04 I I F I I� I _ �ICI�ICCq DRAWING TITLE: IRRIGATION LAYOUT DESIGNED SMP DRAWN -� MM CHECKED SMP DATE 1/1012020 JOB NO. 742825 CAO FILE GATD ENT_IR.6mg SHEET NUMBER x_15 OF WU SHEETS CD 04 ry Uj • LUi i • V 0 C. Coi 0 C4 CL i rt 0 4 W r M ct _. r M 1 12- DRAWING TITLE: IRRIGATION LAYOUT DESIGNED SMP DRAWN -� MM CHECKED SMP DATE 1/1012020 JOB NO. 742825 CAO FILE GATD ENT_IR.6mg SHEET NUMBER x_15 OF WU SHEETS 1 � r * r r-11"I s 1 ILL SET L T {I' - I I V 4 \ t �IIT LIMIT- OF WORK REFER TO TRACT 7347 WHITE LANE & 1 MUIRLANDS LANDSCAPING PLANS BY SMP v I I I r .. i } � I Imo- i ` 1 -orf y z a 4/ ^ i / v .,. v MARIAN WAY MUIRLANDS PARKWAY WIitTE LANE WINDERMERE STREET LODEN DRIVE WINDERMERE STREET CONTROLLER INFORMATION couNEtaa OT CONTROLLER'C' TO BE A (6) STATION CONTROLLER are the exclusive property of CONTROLLER 'O BACKFLOW TO BE V Summers/Murphy a& Partners, Inc_ and then' use and publi- CONTROLLER'O PRESSURE REGULATOR TO BE V (IF PRESSURE cation shall be restricted to the EXCEEDS 85PSI) original site for which they CONTROLLER'C' MASTER VALVE TO BE V were prepared. Re -use, repro- CONTROLLER'C' r'LOW SENSOR TO BE V duction or publication by any The 120 volt power supply connection to the irrigation controller assembly shall method, in whole or part, is 99 the responsibility of the Irrigation contractor, refer to electrical plans for prohibited except by written add tlonal Inharmation. final location as shown or, the drawings or as directed by permission from Summers/ the owner's authorized representative pricrto installation. al sprinkler heads hAurphy & Partners„ Inc. shall be field adjusted to prevent over spray onto the irrigation assembly <Q< enclosure. The system is designed for the operator of one valve at a time nor controller. the system has been designed forone va:'va opening arc one valve closing. the controller shall be located as shown on the drawings or as directed by the owners authorized representative. Colltroller'C' MAXIMUM APPLIED WATER ALLOWANCE: TOTAL AM (Eto)(0 62)1(0 55,v LA) + {G-45 x SLA)j Etc factor ETAF AREA i 52.4 6.62 0.55 4,042 042 = 72,224 52.4 6.62 0.45 0 = 6 TOTAL ESTIMATED APPLIED WATER USED: 707AL EAWU-fEto x 0.62)x,(HA x PF)JIE) + SLA)j Calculations SK 7NVIRONMENrAL rjrs ON SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HI SUITE 200 DANA POINT CA 92629 (849)443-14466 Or These drawings and/or the 8/27%2019 accompanying specifications 72,224 are the exclusive property of 97 Summers/Murphy a& Partners, Inc_ and then' use and publi- — 66,492 cation shall be restricted to the NORTH original site for which they were prepared. Re -use, repro- LIJ C; duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ hAurphy & Partners„ Inc. 8/27%2019 72,224 Gai.7Y.r 97 ccfl}s.__ — 66,492 Ga(./Yr 76 ccf/yr Percentage of MAWA used : 81% Hydrozone #1 (Low/Med Water Use Shrub - Drip; (HA) (PFI (SLA) ( 52.4 .: 462 )x[{___ 4,020 X 6e -T-._C,o _--)+ Q ,. 86,645 Gat.Nr Hydrazone t#2 (Med. Water Use Tree -Bubbler) (HA) fPF) (SIA) ( 52.4 a 0.82 ;x[( 22 X J.5 1s. G ] - 447 Gat.Nr 68 Hydrozone#3(Turf -Spray' (HA) (PE)_ (SLA) ( 52 32 .4 x 0. )x[; n 0 0'8 }* 0 ] = 0 Ga11Yr 67% NOTES: A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER&ASSOCIATES) FOR SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION RECOMMENDATIONS. - B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILrTY CONSULTANT FOR EXACT LOCATIONS AND DEPTIA OF ALL DRY UTILITIES. en ' I LIJ C; <1< <1< <Q< DRAWING TITLE: IRRIGATION LAYOUT DESIGNED SMP DRAWN MM CHECKED SMP DATE 1/10/2020 JOB NO, 742825 CAD FILE GATDENT_IR.dwg SHEET NUMBER 36 OF SHEETS Z7 .. "E S. I r - 'I r ti 7 ,e 2, FZ 7LU, Bj . M 0 w f. 0 LL r t * 7, DRAWING TITLE: IRRIGATION LAYOUT DESIGNED SMP DRAWN MM CHECKED SMP DATE 1/10/2020 JOB NO, 742825 CAD FILE GATDENT_IR.dwg SHEET NUMBER 36 OF SHEETS Z7 .. "E S. I r - 'I r ti 7 ,e 2, IRRIGATION IGATION NOTES METER AND BACKFLOW PREVENT€ON. DEVICES WILL BE INSTALLED BY IRWD. SEE PLANS FOR SIZE, LOCATION AND WATER DEMAND. PRESSURE TESTING OF MAINLINE IS MANDATORY. SEE IRRIGATION SPECIFICATIONS IN THIS PACKAGE. PRESSURE REDUCING DEVICES, FILTERS, AND END FLUSH VALVES ARE REQUIRED, IT IS THE INTENT OF THESE DRAWINGS TO INDICATE A COMPLETE AND OPERATIONAL IRRIGATION SYSTEM GIVING; FULL COVERAGE AND READY FOR USE BY THE OWNER. THE DRAWINGS ARE BASED ON LANDSCAPE AND GRADING DRAWINGS IF EFFECT AT THE TIME THESE DRAWINGS WERE MADE. ANY DISCREPANCIES, OMISSIONS, ERRORS, ETC. ON THESE DRAWINGS OR ON THE SITE CHANGES, DO NOT AND SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PROVIDE A COMPLETE SYSTEM AS SHOWN. SHOULD THE CONTRACTOR REQUIRE TO MODIFY IN c FIELD FROM PLAN DUE� O SITE CONDITIONS IONS CTR FOR OTHER FORESEEN DISCREPANCIES, HE MUST FIRST RESUBMIT TO Cl TY FOR CITY APPROVAL PRIOR TO COMMENCING CHANGE OF WORK. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION LOCATE ALL VALVES IN PLANTING AREAS. €RR!GATION SYSTEM iS STRICTLY DIAGRAMMATIC, THEREFORE,CONTRACTOR MUST MAKE ADJUSTMENTS IN THE FILED TO INSURE ADEQUATE COVERAGE, IRRIGATION SYSTEM SHALL CONFORM TO STATE AND LOCAL CODES. THE SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. ANY DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE REPLACER OR CORRECTED BY THE IRRIGATION CONTRACTOR AT KIIO COSTTO THE OWNER. 120 VOLT ELECTRICAL POWER OUTLET FOR CONTROLLERS SHALL BE PROVIDED AS NOTED. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HOOK-UP FROM OUTLET TO CONTROLLER. ALL WIRE FROM CONTROLLER TO ELECTRIC CONTROL VALVES SHALL BE COPPER OF #14 600v DIRECT BURIAL. USE BLACK FOR PILOT, WHITE FOR COMMON, RED FOR EXTRA WIRE, INSTALL IN COMMON TRENCH WITH MAIN LINE PIPING WHERE POSSIBLE. LABEL EACH CONTROL WIRE AT THE CONTROLLER WITH THE STATION NUMBER, PROVIDE MINIMUM 18"'COVER OVER ALL PRESSURE MAIN LINE PIPING , :AND 12" OVER ALL NON-PRESSIIRF LATERAL, LINE PIPING, OUTSIDE OF ROOTSALL. IRRIGATION CONTRACTOR SHALL INSTALL EMITTERS ON THE UP HILL SIDE ON BERMS AT EACH PLANT AND OUTSIDE OF ROOTBALL DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGNING, SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE; OTHERWISE THE IRRIGATION CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. CONTRACTOR SHALL PLACE FINAL LOCATION OF AUTOMATIC CONTROLLER AS SHOWN ON PLANS. IRRIGATION SYSTEM MUST BE PROGRAMMED TO OPERATE BETWEEN THE HOURS OF 10:00 P.M. AND 5:00 A.M. ONLY ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED DOT BY THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY THE LOCATIONS Or ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTEC TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH, 40 SLEEVE THE SIZE REQUIRED TO N WITH MINIMUM F EASILY PULL WIRE THROUGH.ALI_ SLEEVES TO BE INSTALLED WI A M NIM. M DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND Al LEAST 12" PAST THE EDGE OF THE PAVING. y THE CONTRACTOR SHALL. SUBMIT COPIES OF ALL UN -EDITED MATERIAL INVOICES TO THE CITY OF BAKERSFIELD FOR THE RAINBIRD MAXICOM DOLLAR PROGRAM CONTRACTOR TO PROVIDE AND INSTALL A SCH. 80 UNION, AND BALL VALVE AT EVERY VALVE LOCATION. TO BE SAME SIZE AS VALVE. VERIFY WITH CITY OF BAKERSFIELD PARK REPRESENTATIVE FOR EXACT CONFIGURATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING THAT ANY CONCRETE FOOTINGS FROM THE ADJACENT BLOCK WALL DOESN'T INTERFERE WITH INSTALLATION AND LOCATION OF IRRIGATION AND LANDSCAPE IRRIGATION RUN TIME SCHEDULES IRRIGATION SCHEDULE -ESTABLISHMENT PERIOD /6 monthsi � BELCOURT II- LAGOON I ENTRY JAN FEB MAR APR MAY_ JUN JUL AUGSEP OCT WV DEC Total: POC t C�aFlba 1. ET0IM0 :~ 0 �6 '� 4I 6. 7 a` 73 5 3 35 16 (U AUG - _ _efemay If OOi �O.C6 O9� 0 Q21 Dl^o Q2'I 0.24�C:8 1 n.1i T GDS O.C3 OCT ',' DayalWcek 2" 4_ 4 { 1 4 ; 4 4 4.4 4.__-_ 4 DISC - _ _.._ Type AKc Pr Rate IE : Shrub __- Poi -WIT ule 0. -_ - -1 __ 2.A? _._. _ _-_-1 0.9 2i 4.3 8.6 11.9 _ 16.1 19.4 -- AS _ 17.<3 1:3.4 &'.6 4.J -i' f.9iNCay 91 IQ . of Valves y - Total Run Tunas 27 54 94 139 A77 214 228 196 td7 94 4d 2d Total MinlDa y ITarf .___'.___ __ ____.. __. :Spray 0.8 ^. 0715 36 72 126 1 5 23.8 267 30.7 76.4 ia8 12+7 60 3.3 rqH Gay 2 [qty, of Valves Total Run Tines Ut 26 35 48 57 61 53 -- - 49 --25 _ _.._..._ 4E-- -- _y. Total MinlDay :Tree Point Source 04 0.77 03 I_ C ' atl ^> 12J 15' 1S6 1q3 10r o8 -- 1.8 -- -- SubbPer05 3. Or/ 0 2E 36 4F r 58 t E2 5.4 aO 2.6 9.? 0.7 Mr/Day :Qty. of Valves Tntal Run Time= i & 7 13 98 24 29 31 27 20 13 G 3 Total Min/Da 'v2 '.S M-, Cay _ Qty ofvaives Total Run Onas 6 13 22-I 31 42 50 54 d8 35 22 16 fi Total Naives: 18 TOTAL RUN TIMES (HRs'i IIS 1.1 28 28 3.8 4.5 I 4,8 4.1 3.7 2.0 0.9 0.5 iTree _ i I 4.7 23 50 25 4.3 21 _ i2 16 2." 1.0 P1'nDa- r_ _G5 l 19 5 Tota! Min1Da 2C ___- 3,9 18 JAN FEB MAR '.. APR MAY JUN JUL AUG SEP OCT Nov DEC 2.5 BELCOURTII-LAGOON JAN "FEB MAR NPR ,- ._ 'MAY 1UN JUi - AUG - _ 9EP ___. OCT NOV DISC - Totaf: _._____. POC 1 Controller: ETOIMb t 0 SO 3 FO 4 rC __ k- �'1 G O.ih .tl I) K50 �` 7 3L � 5 3G C- 3.3 1 1 D D.9G 52.40 EToiDap I S't J.GE 11 0.2f 0 & C.9 G 4 SRO 3. 0 7 SU 0.90 52.49 _ DayafWeefr I: a n, 1 4 4 _ 1.� 11 73 _'_-. __-4 ss' 1 41 1' ez 44 s4 37 a3 28 _ Type AKc Pr Rater~ fE .. - ...______- -_.._. o.7 5 na€,roar Tow, P.1inlDay :YoinESourca- _ _.._..._ Oo 4.9 , RF ;shrub -_-� Point Source 04 0.77 03 I_ C ' atl ^> 12J 15' 1S6 1q3 10r o8 3➢ 1.8 fA NCaY 1+ Qty. of Valves __, Total Rln fonas - 2 43--75--10-471- 142-- 1 171 583 }S7 110 75 36 t9 Total MinlDay Turf- -.-.. AUG SEP _- -_- NOV DEC 4 _.._ SP�Y 0." 1 - - 0/7 37 09 1 t 1 4 209 252 265 231 1I3 11�1 'v2 '.S M-, Cay _ Qty ofvaives Total Run Onas 6 13 22-I 31 42 50 54 d8 35 22 16 fi Tota6 Pf in,Day r _- n7 5 2 --_. 7 1 3 bFi .__ 4 48 S _ N0,31- iTree - 7 ;Bubbler OA 3 0..7 `3F t2 ,^1 28 S Q4'. of Valves Total Run Tine 8 S 90 14 39 19}- 4.7 23 50 25 4.3 21 _ i2 16 2." 1.0 P1'nDa- r_ _G5 l 19 5 Tota! Min1Da 2C ___- 3,9 18 _°.5 ------------- - ..___ ... 9.:.0 � 1e- _____- 14.3 L Total VaNrvs 18 TOTAL RUN TIMES(HRSII 05 - 6.9 15 23 - _____._ 6.8 3.7 3.9 3.4 2.5 1.6 0.8 0.4 rc _3.1 48 66 90 708 iib JAN FEB 1 MAR ', APR MAY... I"' JUN I JUL AUGSEP Pfin/Day OCT NOV DEC _�.. THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SITE CONDITIONS, CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVIDE: APPROPRIATE WATER FOR EACH VALVE CIRCUIT. : IRRIGATION SCHEDULE -ESTABLISHMENT PERIOD (6 months) RRI ` 'BELCOURT II - (inside gate) JAY FEB P,1AIR APR MAY JUN JUL AUG_r SEP OCT 1 NG'J DEC Total: 1 _ _. _... -_ - :POC/Cantraller: 'eTo(Mn 90 La 3.5 47 66 7; a5 -,3 5.3 35 io 0.5- 52.40 - a,_ --f-'�__... ._ _ o/D' SG3 O.C6 0.19 J.1S U.2'I U 26 L. ' G 11 ET L C.24 0.18 0.05 A 0 Q ay DapsANeck < 4 4-- 4 4 4 4 4 4 4 4 4 POC f Cantroller: _ ..,, Type AKc Pr Rate IF I shrub I _. Ponnt Snurce O B D r, --..--....._ OS 24 4.v SE 119 ' --" - �(- i ----83 o ..._...__. j- I67 1 4 20:3_ 9'.8 934 O6 4.7 2.2 M:NDay ;Qty, ofv.ivee Total Rim Tm =_ 7 3a 60 ' ' 593 136 145 125 94 fi0 2R 15 Total Min/Dai i i_� _ Tr¢e 7,30 SRO 3. 0 7 SU 0.90 52.49 _ _.___. 11 73 a.� 3 0 _ a 5 zc. _36 0f Valves I ffal Run rims 5 10 + 98 25 1.-8__.__- 34 ss' 1 41 1' ez 44 s4 37 a3 28 za_. f8 5.2. 8 o.7 5 na€,roar Tow, P.1inlDay :YoinESourca- _ _.._..._ Oo 4.9 , RF 119 . __ _ ..__. Fotai Valves: 14 TOTAL RUN TIMES (HRS)7 0.3 0.5 1 1.0 1.4 1.9 2.3 2.4 MrMay "DBY" OR "DBR" DIRECT" BURY SPLICE KITS, FOR USE ON ALL WIRE CONNECTIONS - ,Qtq, of Naives Dayan eek 4 4 , JAN i FEB t MAR ! APR MAY PUN JUL AUG SEP OCT NOV DEC 4 BELCOURT 11 -j inside gate} I JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TCG[: POC f Cantroller: EToiFdo QO 'An , SO ', 4 73 Fi 60 770 850 7,30 SRO 3. 0 7 SU 0.90 52.49 -} ETofDay 11 73 '. H" 00 ° 9. r- 0 11 �1 -. .. OJ. 02f _. (' 27 0.24 . _CiB 0.51 D QE- O.G3 :YoinESourca- _ _.._..._ Oo 4.9 , RF 119 . __ _ ..__. 134 6E 40 2:2 MrMay "DBY" OR "DBR" DIRECT" BURY SPLICE KITS, FOR USE ON ALL WIRE CONNECTIONS - ,Qtq, of Naives Dayan eek 4 4 4 4 4 4 4 4 4 4 4 4 XX VALVE HYDRO -ZONE Type ; AKc_Pr Rate HE VALVE S!ZE _....5_._ y -_ -_ Bubbler 1 Shrub 0 7 ____ a-- -o[ai Run Tims ;_ n7 5 2 --_. 7 1 3 bFi .__ 4 48 S G I N0,31- 5.4 _. aC 4 .G 3 t2. t 0.7 9 NLn(Day- Tofal Mla/Day - -_ __.__. _ ____T PointSource 0.4 0.7_ 0.9 __-- 2C ___- 3,9 18 _°.5 ___.-_ 129 - ..___ ... 9.:.0 � 1e- _____- 14.3 901 - _____._ 6.8 _ _ ?- ._- 1.3 _.____- M,;EJy :QtyofVaives Total Run Times 14 2P 48 66 90 708 iib 100 7G- 48 23 t2_TaWl Pfin/Day Tree r BubbPer 04 1 3 6 u6 '2 21'8 I 39__ 4r 5.0 '3 32 2" 1-0 0.5 1GWDay / Qty`. of Valves Tota Run Trues _ 4 R 94 21S 27 33 35 30 12 14 7 4 TOWl Phin FDay Total Valves: 14 RUN TIMES (NRS)i 4.2 I 0.5 Out '..,- 9.1___ 1,3 1.8 1.9 1.7 9,2 0.8 0A 0.2 .TOTAL - JAN FEB MAN APR MAY y JUN JUL AUGSEP OCT NOV DEC THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SITE CONDITIONS- CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. IRRIGATION SCHEDULE -ESTABLISH MENT PERIOD f6months) BELCOURT II - (inside gate) POC(Consoller' --ETot&io .___..-^0 JAN :FES ;MAR '� - -_dam 35 APR MAY 41 6v JUN 1 1 JUL AUG__SEP OCT__- NOV � DEC q5 A3- -5' 35 1a 6 IF Total: 52A0�__-_- PEB-PRA-D REMOTE E CONTROL VALVE. SITE AS IND'. CA] ED x E'TalDa� 1 O.GS 0 C6 0.11 1-021 T O.La � op 0. �. u.24 0.13 0.11 O.GJ ..03 � i SiANDARORECTANGULARVALVEBOX. Da slWenk ; Y '' 4 4 4 4 � 4 4 4 '{T Ir- 1 { 4 4 4 a 1 �______-_.l 1 '.. Type Type '.� AKc Pr Rafe - IE ' AS APPROVED PVC PIPE SCH: 40 AS SLEEVING, 1-i12 TIMES THE DIAMETER OF PIPE OR WINE BUNGLE CARRIED CONTROLLER A IS SHOWN FOR REFERENCE ONLY. SEE BELCOURT 11 LAGOON PLANS BY SMP FOR FINAL CONTROLLER SPEC. 93 _______ - (Shrub IC<1 SLEEVE ALL DRIVEWAYS AND SIDEWALK CROSSINGS, EXTEND Z PAST CURB EDGE. Pan #;a ICA6-RB5-50/$P!10-GPRS-VFS-150C!(15)DECt/(6)LSPhBGRDA1RSE AS APPROV'cD NOTE TO CONTRACTOR: TWO WIRE CABLE SHALL BE PAIGE CARIE P7"OD SPECIAL IRRIGATION PAIGE CONTROL CABLE 1412 CONTROLLER ASSEMBLY AVAILABLE THRU IMPERIAL TECHNICAL SERVICES 1 DARYL GREEN 94968.7311 3M :YoinESourca- 0.5 077 Oo l4 4.9 , RF 119 1 151 1 194 208 1'8 134 6E 40 2:2 MrMay "DBY" OR "DBR" DIRECT" BURY SPLICE KITS, FOR USE ON ALL WIRE CONNECTIONS - ,Qtq, of Naives Total Run Tines 2 9 .',, 12 HCV SERIES OR APPROVED EQUAL, ttl�,_ 3 9 4 2 TAGO imn)DaY. XX VALVE HYDRO -ZONE __':_ VALVE S!ZE _....5_._ y D .. Bubbler 1 0 3 __._ Qty. of Valves 0 7 ____ a-- -o[ai Run Tims ;_ n7 5 2 --_. 7 1 3 bFi .__ 4 48 S G I N0,31- 5.4 _. aC 4 .G 3 t2. t 0.7 9 NLn(Day- Tofal Mla/Day Total Valves: 2 TOTAL RUN TIMES(HRS)I., 90 0.'1. 01 0.2 0.3 03 .� 0.2 0.9 0.9 0.0 JAN ; FEB 1 AZAR APR MAY _L JUN _J III. AUG._ SEP OCT.._. NOV DEC THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SITE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. IRRIGATION MATERIAL LEGEND SYMBOL MANUFACT, MODELING. I DESCRIPTION TREE BUBBLER V RAIN BIRD RB- 1804 SAM -PRS -NP COVER POP-UP BODY WI A HUNTER PCN25 BUBBLER NOZZLE 025(o.50) 30 2-5' 1.58 (3A) SYMBOL INDICATES (2) POP-UP BUBBLERS PER "FREE TWO BUBBLERS PER TREE ARE TO BE PLACED ON OPPOSITE SIDES OF ROOTBALL ORIENT BUBBLERS 180 DEGREES FROM EACH OTHER INSTALL A 3rd POP-UP BUBBLER RBI 806 SAVERS HUNTER PCN25IN SANDY CONDITONS RAIN BIRD SYMBOL INDICATES SCH 40 PVC MANIFO? D WH -FI XT -700 DISTRIBUTION TUBING THAI STUBS OFF FOR PLANTER AREAS. EACH SHRUB REQUIRES (2) EMITTERS. SEE PLANTING PLAN FOR PLANT QUANTITY AND LOCATONS. F 'TT P r- �� EACH EMITTER TO INCLUDE A RA'.NBIRD XB �D. C 2GPH EMITTER), DBC DIFFUSER BUG CAP 1 PER EMITTER), AND 11r4" LATERAL LINE {XQ DISTRIBUTION TUBING -MAX ENG'TH OF DISTRIBUTION TUBING 7'O BE 8', ADD STAKES AS NEEDED) 3.4° DISTRIRUTON ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING XF DRIPLINE FITTINGS TUBING NO SYMBOL RAIN BIRD NO SYMBOL RAIN BIRD PLANT / GROUND COVER EMITTER LEGEND PLANT WATER TYPE USE # OF EMITTERS i GPH LOW SHRUBS mm 2 - 1.0 GPH 12.0 GPH) LOW MODERATE SHRUBS 2 - 2.0 GPH (4.0 GPH) MODERATE SHRUBS 2 - 2.0 GPH (4,0 GPH)_j ALL 5 GAL. SHRUBS MIN. 2-3 EMITTERS i 23 - 2.0 GPH (4.0 - 8.0 GPH) TREES 2 - BUBBLER (.25 GPM) DRIP SYSTEM NOTES: CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND SHOWN ABOVE. ANY REFERENCE TO EMITTER QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR STARTING WORK. DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UPSIZING OF EMITTERS TO COMPENSATE FOR FUTURE PLANT GROWTH. MAINTENANCE PERSONNEL SHALL UPGRADE EMITTER SIZES AS REQUIRED TO PROVIDE ADEQUATE WATER FOR HEALTHY PLANT GROWTH. FITTINGS WITH PVC TEE OR ELL FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING INSTAL PER MANUEATUIRERS SPECIFICATIONS ALL CONNECTIONS BETWEEN DRIP TUBING SHALL. 8E MADE USING "EASY FIT" COMPRESSION FITTINGS, INSTALL. PER MANUFACTURERS SPECIFICATIONS. (�F RAIN BIRD MDCF-CAP MANUAL FLUSH VALVE AT tNDWIDDLE OF DRIPLINE 314' PCV FLUSH MANIFOLD '_INE, INSTALL FLUSH VALVE INSIDE A SEPCRATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL MIN. ONE FLUSH VALVE PER 1000' OF TUBING IN EACH DIRECTION ON BRIDLING FLUSH MANIFOLD. INSTALL i8' FROM PAVING INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. PAG. RESOD 9` DEDICATED IRRIGATION WATER METER, LOCATION AND INSTALLATION PER CIVIL PLANS, SEE THE IRRIGATION CONSTRUCTION NOTES FOR INFORMATION. 1' 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE WITH A WATTS 2` BASKET STRAINER WITH 150# FLANGED STAINLESS STEEL BODY AND W MESH STAINLESS STEEL. INSTALL ENTIRE ASSEMBLY WITHIN A V.LT. STRONGBOX SACKFLOW ENCLOSURE. SIZE AS REQUIRED. RAINBIRD �C 100-EFB-CP-PRS-D t'MASTER CONTROL VALVE. LNG UOQ PAIGE FLEC F E CORP. SP796<D MV i Fa WIRE. INSTALL IN 4 -,.2"OKAY CONDUIT TO CONTROLLER. USE BLACK 14AVJG BLACK CONTROL WIRE ONLY. RAINEiRD MODEL FSIBOB SERIES 9" BRONZE "TEE MOUNTED FLOW SENSOR. PAIGE ELECTRIC CORP. #P7162D IDEA CLASS B, 19 AWG, 7 STRAND FLOW SENSOR CABLE INSTALLED IN CONDUIT. NO FIELD SPLICES ALLOWED BETWEEN FLOW SENSOR AND CONTROLLER. INSTALL WITHIN FLOW SENSOR CONDUIT 1 PVC SCHEDULE 40 PIPE INSTALL. IN PLANTING AREAS ADJACENT TO IRRIGATION MAINLINE PIPING. FLOW SENSOR WINE CONNECTORS - 3M OBY" MBCO T-1133 GATE VALVES, LINE SIZE 10 RAINBIRO INSTALL A RAINBIRD ESP-LXD CONTROLLER WITH MODULARS BASED ON INSTALLED STATION COUNT. Part --a ICA6-RB5-50(SPhQ-GPRS-IIFS-150C!(2)DEC1/13)LSPI{3)GRD-KIRSE CONTROLLER ASSEMBLY AVAILABLE THRU IMPERIAL TECHNICAL SERVICES! DARYL GREEN 945584.7311 STRONG BOX STAINLESS STEEL TOP ENTRY ENCLOSURE - SEE CONTROLLER ASSEMBLY SPECIFICATION. ® RAIN BIRD RBVLRC UICK COUPLER VALVE 1WYELLCIN LCCKING CAP.' TALL TRIPLE SWING JOINT -SEE DE TAIL. INCLUDETSJ18 O i ) s. L . -RIPPLE' SWING JOINT. INS FALL VJiI HIN A 9' ROUND VALVE EUX. RAIN BIRD PEB-PRA-D REMOTE E CONTROL VALVE. SITE AS IND'. CA] ED x RAINBIRD 1".XCZ_ 100 -PRE -COM FOR FLOW 3-20 GPM l 1,5"-XCZ450-PRB-COM FOR PLOWS 95-00GPM, DRIP CONTROL ZONEXIT COMPLETE WITH W AS APPROVED A 1' PESB-R VALVE AND !'PRESSURE REGULATING (40 PSI), QUICK -CHECK BASKET FILTER. INSTALL CONTROL ZONE KIT INA SINGLE i SiANDARORECTANGULARVALVEBOX. PVC PIPE SCH. 40 AS MAINLINES 24" MINIMUM BELOW GRADE, REFER TO DETAIL FOR DEPTH. RAINBIRD INSTALL A RAINBIRD ESP-LXD CONTROLLER WITH MODU VLRS BASED ON INSTALLED ST'AMON COUNT.. CI_ 315 FOR 2-112" PVC OR LARGER , SCH 40 FOR e' PVC OR SMALLER Part# B ICA RB5-50rSPl10-GPRS-itFS-1,50C!1231DEC1i(5)LSPI(5)GR041JRSE R AS APPROVED ALL MAINLINE SHALL' HAVE CONCRETE THRUST LOCKS IN PER DETAIL B STALL -EG CONTROLLER ASSEMBLY AVAILABLE THRU IMPERIAL TECHNICAL SERVICES i DARYL GREEN 949.584.7311 AS APPROVED PVC PIPE SCH: 40 AS SLEEVING, 1-i12 TIMES THE DIAMETER OF PIPE OR WINE BUNGLE CARRIED CONTROLLER A IS SHOWN FOR REFERENCE ONLY. SEE BELCOURT 11 LAGOON PLANS BY SMP FOR FINAL CONTROLLER SPEC. 93 RAINBIRD INSTALL A RAINBIRD ESP-I_XD CONTROLLER WITH MODULARS BASED ON INSTALLED STATION COUNT, IC<1 SLEEVE ALL DRIVEWAYS AND SIDEWALK CROSSINGS, EXTEND Z PAST CURB EDGE. Pan #;a ICA6-RB5-50/$P!10-GPRS-VFS-150C!(15)DECt/(6)LSPhBGRDA1RSE AS APPROV'cD NOTE TO CONTRACTOR: TWO WIRE CABLE SHALL BE PAIGE CARIE P7"OD SPECIAL IRRIGATION PAIGE CONTROL CABLE 1412 CONTROLLER ASSEMBLY AVAILABLE THRU IMPERIAL TECHNICAL SERVICES 1 DARYL GREEN 94968.7311 10 RAINBIRO INSTALL A RAINBIRD ESP-LXD CONTROLLER WITH MODULARS BASED ON INSTALLED STATION COUNT. Part --a ICA6-RB5-50(SPhQ-GPRS-IIFS-150C!(2)DEC1/13)LSPI{3)GRD-KIRSE CONTROLLER ASSEMBLY AVAILABLE THRU IMPERIAL TECHNICAL SERVICES! DARYL GREEN 945584.7311 STRONG BOX STAINLESS STEEL TOP ENTRY ENCLOSURE - SEE CONTROLLER ASSEMBLY SPECIFICATION. ® RA;N'BIRO SEE CONTROLLER SPECIFICATION FOR SENSOR TYPE MOUNT TO REAR OF ENCLOSURE AND WIRE TO CONTROLLER N(P. 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD. CONTRACTOR TO MAKE FINAL HOOK UP. x AS APPROVED PVC/POLY ADAPTER W AS APPROVED PVC PIPE 314 2' SCH. 40 AS LATERAL LINES 12" BELOW GRADE i AS APPROVED PVC PIPE SCH. 40 AS MAINLINES 24" MINIMUM BELOW GRADE, REFER TO DETAIL FOR DEPTH. ILLI CI_ 315 FOR 2-112" PVC OR LARGER , SCH 40 FOR e' PVC OR SMALLER NO SYMBOL R AS APPROVED ALL MAINLINE SHALL' HAVE CONCRETE THRUST LOCKS IN PER DETAIL B STALL -EG ---- - AS APPROVED PVC PIPE SCH: 40 AS SLEEVING, 1-i12 TIMES THE DIAMETER OF PIPE OR WINE BUNGLE CARRIED PLACE BELOW ALL. PAVING. 1IARDSCAPE, ETC., AND AS DIRECTED BY OWNER AUTHORIPED REPRESENTATIVE. IC<1 SLEEVE ALL DRIVEWAYS AND SIDEWALK CROSSINGS, EXTEND Z PAST CURB EDGE. NO SYMBOL AS APPROV'cD NOTE TO CONTRACTOR: TWO WIRE CABLE SHALL BE PAIGE CARIE P7"OD SPECIAL IRRIGATION PAIGE CONTROL CABLE 1412 3M DIRECT BURIAL TWO WIRE CONTROL CABLE. CONTROLLER TO HAVE ALL GREEN COLOR CABLE, USING THE [PAIGE DECODER CABLE FJSE DEVICE (OCFD)" AT EACH WIRE BRANCH, USE MODELS' 27ODCFD3. INHERE CONDUIT CROSSES HARDSCAPE ELEMENTS, THEN CONTRACTOR SHALL INSTALL THE SCiL 401-412' CONDUIT AND THE TWO -'WIRE INSIDE THE CONDUIT CONTINUALLY, AND SHALL BE THE CONI RACFORS REST°ONBIBILI'f Y. USE 3M-DBRfY-6 WARE CONNECTORS ON VALVE TO rl DECODER AND ALL SENSOR AND SENSOR WIRING. NO SYMBOL "DBY" OR "DBR" DIRECT" BURY SPLICE KITS, FOR USE ON ALL WIRE CONNECTIONS - NO SYMBOL AS APPROVED ANTI -DRAIN VALVE SHALL BE FIELD ADJUSTABLE AGAINST DRAWOUT' FROM 4 TO 32 FEET OF HEAD. ANTI -DRAIN VALVE SFIALI. BE. HUNTER HCV SERIES OR APPROVED EQUAL, r--- VALVE NUMBER X:: XX G0.P.M. XX VALVE HYDRO -ZONE VALVE S!ZE SAMXF vt3_' a N V I R 0 N M E N NAL OES$GN SUMMERSIMURPHY S PARTNERS, INC. 34191 COAST HWY SUITE 200 DANA POINT- CA 92629 (949)443-1446 These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Ine. and their use and PUN! - cation shall he restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ 7w4trrphy &. Partners, Inc, Z O W r i i SUT ILLI Of f Cr IC<1 DRANIiNG TITLE: IRRIGATION NOTES & LEGEND DESIGNED SMP DRAWN SMP CHECKED SMP DATE 1/10/2020 JOB NO. 742825 CAD FILE GATT) ENT_ID.dwg SHEET NUMBER i 17 OF 3.5 SHEETS, r ILLI f [ rl t LLJ r r fr 0 y D LLi ■ of .r # r y r r f� ti DRANIiNG TITLE: IRRIGATION NOTES & LEGEND DESIGNED SMP DRAWN SMP CHECKED SMP DATE 1/10/2020 JOB NO. 742825 CAD FILE GATT) ENT_ID.dwg SHEET NUMBER i 17 OF 3.5 SHEETS, SM49W IN ENVIRON, ME'.A CAL BE SIGN SUMMERSIMURPHY It PARTNERS, INC. 34197 COAST AWY SUITE. 200 DANA POINT CA 02628 (849)443 1446 H X73120 _ RE!`EWC u9}8—� �r F CA / e} \F OF LiFOR� These drawings and/or the accompanying Specifications are the exclusive property of Surnmers(Murphy & Partners, Inc. and their use and publi" cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part°ss prohibited except by written permission from Summend Murphy & Partners, Inc. 0 Fn REC TANGULAR VALVE BOX. TYPICAL ---'-__-'-) STAINLESS STEEL SOLT, WASHER AND --- �= NUTTOSECJRESOXUD,TYPICAL PNISHEDGRP.DE IN I UV AREAS FL HEAT BRAND LET: ERSAND NLIMBEE,RS � \ P ?STC RECTAN ULAR VALVE BGXAI'H POLTROON Y FINISHED GRADE ---------LOW VOLTAGE WIRES 3MAXIMUM }-"' - INSTALL SPRINKLER HEAD FLUSH WITH --- -- - QUICK COUPLING VALVE SOX, TYP. � � � L OVER, PEPSI EBB SOI.T NUT AND PARKER. TRI --- -- -`-`- CONCRETE PAD, 0' THICK FINISHED GRADE N TURF' AREAS -TUBE \ BU'r TO Of PLACED H ANI TO LANDSCAPE SMOOTH TOUCH",LOW FROFx E, S'AINLESE S -EEL. BACKPIOW DEVICE bYIRES PAis rNHOtit)H GROOVES IN LID f0 A.LOW LID TOO`LOSE T -- - STAINLESS STECL HOLT, WASHERAND NUT TO SECURE SOX L.ID, TYPICAL ?�, - � \ EDCF. HEAT BRAND P5 ON-OL'.D. SAL CONDu�.r ENLsw'ia aCUASEAI ENCL SUR SEE SPECIFICATIONS FEBCO 825-Y REDUCED PRESSURE _ CLOSE TUBE LID AFTER WIRE IS'�NSERTED �NTO TUBE POP-UP SPRINKLER HEAD, SPRAY OR ROTOR WATERPROOF ELFC.RICA. COHNEOTORS FOR ALL. va1RF sauces, see uETAII-smogs BACKFLOW DEVICE, CCVFR ASSEMBLY SEE. LEGEND FOR SPECIFICATION WITH A PUBIS "POLAR SEARIEV` . 1/ ------------- BRASS BALL VALVE, TYPICAL ! q BRASS THR ADED ELI 4SECURED BRASS THREADED NIPPLES, NII JN URI —POLY TUBE PRE -FILLED WITH WATERPROOF GEL 112 INSTALL SPRINKLER HEAD 112" h -� M I -i — — — —^TNI HLLr unDE 1 -' - IN SHRJAARF S 4 LENGTH. A TOTAL OF 6 NIPPLES 'OR I I I '_ .I !.= .ABOVE FINISHED GRADE IN SHRUB ; _ } III- I I �_-�—^ UNU „TORSEDSOIL �_! �- REQUIRED ASSE ABLY :I -+ .-___�BRONZE WYE STRAINER AND PRESSURE REGULATOR OF INDICATED ON THE 12 ffllN I DRARRINGS). INSTALL WYESTRAINER LOCK LABS PREVENT WIRE REMOVAL _: ONCE QONNEC TOR IS INSERTED i-7 -I - �-;^i AND GROUND COVERS AREAS III '.I_� ��''L'-'�I= (= s UNDISTURBED SOIL - I ! BUD rGHLOK ELECTRICA, SPRING �( ��-)I � � � _.. y iz° 12" 1't` <_ "IEEE "-_-__. - �`--'`- �I - - ••b •- , -----. AQUA SEAQ VAPOR LOOK n OPEN JD OF., PEJFP oNU(IRS ON THF. UPSTREAM LEG AND PRY ON ' - .. ... THE DOWNSTREAM LEG. 24 '-' -TTM° n = ----- SEARS UNION, 2 REQUIRED " CH. AG PVC i'.O.E. NIPPLE, 6" LENGTH CONNECTOR. WIRES SHALL BE I .� - fes- I `1 (?- RAINBIRD SA SERIES iYP, - - - Jf,+'''RE STR`PPEG O� 12' OF THE TI _._I 1 -- ! — t I--.. I' INSULATION PRIQRTO INSERTION S7 %��"®' PRE-ASSEM$I.ED TR}PLE SIAIfNG JOINT, INTO TTHP CONNECTION. TWIST % PVC TYPE, WITH WPTO-RIO F_D JOINTS, TOR ONTOWIRES TO / MITT INLET AND MITT` OU ( ..:' e ° a, 4 4 a P A. e LOW V LTAGE CONTROL WAR Col, 2a'MINEIUV q ` R, oI-I R PVC MAINLINE o SATI:RQOb"S \ANDORNKINOFOUN?ANS MINIMUM SEAT H LAY LENGTH TO BE Ci" PAINIMUM SCOTCHLOY. I I SIZE AS PER SPRINKLER OUTLET !(( SSERTE INTTOE TOR AND M9RE5 (� INSERTED IN O'UBE UNTI'THE SCH 40 PVC SXSXT TEE FITTING a ` - '•E - - - - - ° �. o b RTS 4RIC REQUIRED ffi Qa(� /,p ��,'1 .r�fiUiab (, {kEcti!RED PEk 90X ° SCI i. 80 PVC SLIP COUPLING ,I CONNECTOR PASSES LOCK TABS LATERAL X SPRINKLER INLET SIZE PAVING EDGE, TYPICAL I --- SCR 4C ELECTRICAL RECTANGULARVALVE BOX ANGULA PLASTIC RID, ' GF WHERE EC., � 1 NDU 1 HIERONs PLASTIC RALE SET TOP \ SEE SPECIFICATIONS SP WITH CONCRETE SURFACE F FOR TYPE AND DEPTH REQUIRED SECTION VIEW SITS, j \� BRICK SUPPORTS•.� 4 REQ. PER BOX NO'E: CENTER VALVE BOX OVER REMIT E ON ROL VALVE TO VACILITATE VALVE MAINTENANCE. LA lLi5CAPE FARRli:,'WEAF' UP AND OVER BOX HOLES m LANDSCAPE FABRIC, NOTAVIRE CONNECTOR SHALL BE A 3M QBY-6 DIRECT BURY SPLICE KIT. _ I NST ALL VALVE BOXES I N SHRUB AND G ROUN6COVER AREAS WHERE POSSIBLE. 3 'RUCK, IICUAI UR AND OVER SOX HOLES LES KIT SHALL APOLVPROWLENE TUBE AN[YA NOTE: INSTALL VALVE BOXES PARAI.LFI TO EACH OTHER AND PERP_NOICUTAR TO PAVING EDGES. NOTE eECtIOh JE\L..Nr_. 314'RGGK, PILL 7"01°OFTOP WATFRIPROOFSALINCGTCHLOKYSPRSNr__-CONNECTOR GEL 1J BE SHA LHP.LECTICALLY F +NSTALL SPRINKLER HEADS 8" FROh4 PAVING EDGE IN GROUND COVER AREAS. WITH Ov1 ND VALV'r-00X'ES'"O PR`cVENT COiaAPSE AVOID VALVE -' ALL cr.•NrkoL w:Re sPucEs SHALL sF INSTALLED rvsm,E auu BOXES, BRASS MAINLINE PIPE FROM SECTION VH=YV-NITS_ 'NATE AND 3ALL TYPE DIRECTROOF5EICEKI RR DIRECT LARGER A SKITS GREATUSEDN ELECTRICALLY CONNECT ALARGOR2#12EDWIRCONNECTION I WIRES.LARGER`N!RFSOR GREATERGt1ANTiTIESOFLNIRES REQUIREALARGGR APPROVEC WIRECONNECTSCN .NSTALl. SPRINKLER HEADS 4'FROM PA4'INii EDCF. IN TURF,AREAS. BOXES. AND DEFORMATION OFVAL.VEBOXES. GRIP RCV AND WYE STRAINER BOXES IN THE SAME CRIENTAT'IONAS THE BALL VALVE BOX. ALL SPLICESSHAli RE PnADEUSING WhiEFtEHOCti ELELTRICAI-CONNECTCi25. NCU3: SHUT OFF VALVE OFF VAL Cn IF',VYE STRAINER OR PRESSURE REGU': ATOR I , SPECIFIED, :NSTAL�_ ON EITHER THE INSTALL SPRINKI..ER HEADS PI UMB.. ADJUST SPRAYS OR NOZZLE STREAM TO COVER WITH HEAr BrANJ LETTERs'SB"ON LID HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERIhiTS_ LANDSCAPE AREA WITHOUT OVERSPRA.Y ONTO PAVING, FENCES, WALLS OR BUILDINGS. z co INSTALL AN "POLAR BEARER" INSULATING COVER OVER THE ENTIRE BACKH-CAVVASSEMBLY, _ A BACKFLOW PREVENTER (POTABLE) B FIRE CONNECTION C 6" POP-UP SPRINKLER! BUBBLER U VALVE BOX PLACEMENT E CONTROL WIRE PULL BOX - FINISHED GRADE IN TURP AREAS ( PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN • ----- FINISHED GRADE IN TURF AREAS USE STAINI. FSS BQLC NUT, AND WASHER. BOX -0 BE PI. AGED AT RIGHT ANGLE TO HARDSCAPE BOX - = PLASTIC RECTANGULAR VALVE_ BOX WITH BOLT DOWN EDGE HEAT 3RAND1MGT ORTOA.ID. FINISHED GRADE IN TURF AREAS COVER, USE STAINLESS BOLT, NUT, AND WASHER. PLASTIC RECTANGULAR VALE SOX W�TH BOLT DOWN _—_---.-- SGH. 60 PVC, THC. NIPPLE, LENGTH AS RE.., 3" MIN. PLASTIC RECTANGULAR VALVE. BOX WITH BOLT DOWN BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE COVER, USE STAN,ESS SOLI NUI. AND WASHER. COVER, USE STAINLESS BOLT, NUT, AND WASHER. EDGE. HEAT BRAND "BV" ONTO LID. BOX TO BE PLACED. AT RIGHTAIJGLE TO HARDSCAPE. SCF/. 86 PVC SA_L VALVE �— BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND ARV" ONTO LID. BRASS BALL VALVE, SEE LEGEND FOR SPECIFICATION EDGE, HEAT HR,II Wr VALNF ID# SCH. BO PVC UNION MASTER CONTROL VALVE. SEE_ LEGEND FOR SPEC, -' '-- AIR RELEASE VALVE AN BRASS NIPPLE AND BRASS REfURN BEND ON DISCHARGE PORT concRFrE THRUST i "'- 3 1;2 Z BEAT RVT _•• -_ - O MIANUNE PIPE O V2° i I"c _ I s l ----V- '°'^'- FINISHED GRADE FINISHEDGRADF. -- 5 NSHRUBAREAS - t �— NbHRUB?REAS - - _ - _ 4° i VIRECONNECTIONS vmvm 112 III -Iii "'®' F INISHFID GRA13F. 3"MIN. - _III I .) III.'.- IN SHRUB AREAS -- 4" MIN, VALVE IT TAG !- = IN SHRUB AREAS =III -I _ 80 LIVID T.O.E. NIPPLE LENGTH AS REQ TYPICAL """ I'- I 24^ AIDE LOOP - I ® . TRANSITSCH. D UNION SCH. 80CN TO CORRECT -;� RE DEPTH JSC-VCING i 45 moi. TRANSITION UP AND DOWN I ,16/— TO MAINLINE DEPTH FOR ,�i:° LLS DCGR!-ESCH 8u DVC ELLS DEGP I --I- BALL VALVE USING TWO LATERAL' --'M°' o- --'— PLO, THE, ELL SCH TO PVC & PLOW SCH. BO PVC 45 DEGREE uNP°'PIPE — SCN 8G P O E. NIPPLE ® 3J4' BRONZE BAD_ VALVE 3AP BRASS NIPPLE, 2 -- rs ° IVC MAINLINE TO RCVS. '. ° 45 OesesE ELL 3oeEGRce ELE i — FL I.. S, BOTH SIDES OF 2". iN CONTRLII_ VALVE ,A•„i E SPECIFICATIONS RcQ ,LENGTH AS RED. THRus. BLocKS Tc eE �. w—® coNCRFTF THreusT BALL VALVE ( i cw ✓o°�J n a �` PVC MAENLINE PIPE, SEE } V SCH 80 PVC NIPPLE TYP. (%'po�� a / ' ° c Io c SPECIFICATIONS, TYPICAL !'la a 4R RE(,, PER °� a °a "® d SGC. PER BOX p s14 ROCK 3CURD FT. w� 3/4" ROCK, 3 CUBIC FT'. 4/ O ` ,{ om ' o BRICK SUPPORTS L -J 1 (ALAI FI OF CONCR`rt BLOCK YPICAL o�i�,CC Edi.) n�T --yy�am• pyp \s -BRICK SUPPORTS BRICK SUPPORT'S LANDSCAPE FABRIC, `NEAP d• 61 KC) W •' :o „LSA : 4 REQ PER BOX IFP AND OVER SOX HOLES OV H .(bv04 < •a THRUST BURR T B. MAI\LNC-✓IPC U3Enrwxa.2-Arica^ Pwsnc PPE .I I y :. , o a5 SCH. B[J PVC NIPPLE FEMALE AGAR. SCH.80 PVC LANDSCAPE FABRIC, WRAP /'�\ IRRIGATION MAINLINE IJP AND OVER BOX HOLES 1 ApUASEAL! LOCK CONTROLOPEN END WIRESIN CONDUIT WIRES IN SCH. 40 PETROL WIRES PJC ELECTRICAL CONDUIT ,o LANDSCAPE FABRIC _-VC: MAINLINE bvRAPFI AS FrINCS -as uNDISTURBDSOIL ( 314" ROCK, 3 CUBIC FT. QTAG CONNNJ04'S T4 CONTROLLER BRASS MAINLINE PIPE AND USING BLACK PIPe I'Ae O ;II SECTION VIEW N.T.S. i Sia^ CROS°10D GRnVE! 'PITTINGS FROM MAINLINE FITTING l SCH. 80 VNK)IN '. FEET IONS-LC`N SEG fION_VIEW-NT:S. PER SPECIFli,ATIONS APPROVED TIE ROD ALL CONCRETE To sO - NDSCAIC LANCSGAPE PASRtc NOTE: MIN. 5l9°DIAMETER PORTLAND AKMc Nr 42oc zax T� I —.----.----- BRASS ELS, BRASS NIPPLES UNION FEMALE.ADAPTER ANDANDALLNIPPLES SHALL - SECTION VIEW-N.T.S. CONCRETE THRUS1 BLOCK PVC MAINLINE PIPE BE R7FDTO MATCH THE MASTER CONTROLVALVE ORAS INDICATEDON THE DRAWINGS. MIN. 1 CUBIC FOOT f _ - VALVE BOX INSTANOTE: I_VALVE BOXES 12 APART AS INDICATED DETAIL SIUU33, NSI'ALL AIR RELEASE VALVE AT THE HIGH POIFJT OF THE IRRIGATION MAINLINE. EQUIP BE INSTALLED SUCH HAT ERIS NO TRESS EQUIPMENT BALL VALVE VNTSHALL NTACT WITHGR v. RIFE S TAI. NOTVA COME IN Q CONTACT WITH VALVE SOX. ON TME VALVE COME 11470 MAINLINE SLOPE SHOWN EXAGGERATED FOR CLARITY PVC FITTING DEFLECTION I AI US,.HNOIJ-HARDENING T`r.FLON PIPE SEAIAN'.'CN AI ._ THREADED CONNECTIONS, NON -HARDENING SHALL NOT EXCEED MANUFACTURER'S SPECIFICAT"IONS. F THRUST BLOCKS O BALL VALVE 2" AND SMALLER t H REMOTE CONTROL VALi/E I MASTER CONTROL VALVE 2 MAINLINE ARV FINISHED GRADE IN TURF AREAS PLAST C ROUND VALVE BOX OAD IT BOLT DOWN------ COVER USE STAINSS BOLT NUT AND CLASI IER. FINISHED GRADE IN TURF AREAS F NISHED GRADE IN IN URF AREAS 7 HEAL BRAND '•QCv uN O LID. -- PLASTIC RECTANGULAR VALVE BOX WITH BOLT DO`NN COVER, USE STAINLESS BOLT NUT, AND WASHER. -- - RE ROUND. PRATO VALVF BOX Chl BOLT SCAR COVER, { QUICK COUPLER KEY W H SYR BRASS HOSE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE!OPERATION DS 1 Us STAINLESS STEEL SI SWIVEL I i TALI. SGV ,Q THAT KFY WILL CLEAR EDGE. HEAT BRAND `FS" ONTO' LID. BOL NUT, AND WASHER. } THE OP OF 90X DURING OPERA PION HEAT GRA40 TT ONTO 12"'- 2' BOX UC. Ire' - -FINISH D GRADE I IA SHRUB AREAS ID TAG � gg FINISHED GRADE IN I IN SHRUB AREAS 3" MAX - -NTV OR L� f-'-'- "-�- RAh0 M END GATE VALVE .:OSLO NVE SOIL NATIVE € i w,4"SQUARE ABABA NUT ,f QUICK COUPLER VALVE I-- FLOW SENSOR, SEE LEGEND FOR SPECIFICATION - SEE SPECIHCAr'.DNS ! ! -^ '•"•'- SEE SPECIFICATIONS STAIN IRE STEP... PEGS v REQUIRED. SEE SPECS — � � I �_ 4 +-- FINISHED GRADE IN L PVC CL 160 PIPE, LENGTH AS REQU'i,RED -- W q AS REE. -I—JNUSURBED OR = Ors ¢5a> DEBAR l } _ _I SHRUB AREAS i III 6 i ! I NATIVE SOL �!S +_ #4 x 36 sl"AKES, 2 REQLIRF`J I I. 4" MIN, I I ' I _ t t I' .'.. III r'(� — - �q`o a_o(� BRICK SUPPORTS d•gq p S°O 3REQ. PER 00X q ° BRICK SUPPORTS AND Sn as a?zEQ PER BOX tI -1-=iT F-11:PVC MAINLINE PIPE II -E11= PVC MAINLINE PER SPEOlSIFCATION - I•- Aa RNK.2CLBIC TO SO ,. tO PIPE DIA °°-=� 5PIPE DIA I I PVC MALNEPPE ANO SCH .8ST 2 MIN CNANL VEPPESE. ' - A SC80PLCTCE. NIPPLE, { 1"X1 MIN LEk»TH, ANDAYP [( 1` BRASS THR_A:3ED ELL QCV SWISS JOINT, W,1 TWO U c o ° ° '� 4 rJ SPECIFICATIONS FOR AM17 DEPTH kOUIRF _-_•c •A :9 '= O.° T.It - =' '+ INSTALL SURGE ADAPTERS gr'.c° 4: Jm' `"'F mw- c — BRICK, UPPORTS - .r': tjj I BRASS STREET ELLS. ONE fy = - _ ONVALVE PRIOR TO INSERNO x:; �-:: BRASS THO. ELL, ONE 92" L -..®._ LANDSCAPE FABRIC :'_ _.t- '_'L'-'+:_ _ D ;' '=M PHF INTO HELLEC FINDS LONG BRASS THU NIPPLE ILII 314" ROCK, 2 CUBIC FT. AND ONE BRASS THU. NIPPLE. l SECTION VIEW IATItNGTFIAS REQ. ALL SWING�_-_ PVC MAINLINE PIPE TO MASTER - I .S. JOINT COMPONENTS SHALL { BE 1"SIZE VALVE PER SPECS. AND PUPIL. - -MC SELF RESTRAINED FLANGE ADAPT R u CDEL LANDSCAPE FABRIC NOTE: SECTION VIEW N.. i F3 SERIES 4l iH BELL END, SIZE PERVALVE c- �xK. t CUBIC . I. I INSTALL FLOSJ SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIflN5, WIRE TO AV MAINLINE SITE NOTE. IRRIGATION CONTROLLER. NOTE: e USE.A NOM HARDENING TEFLON PIPE SEALANT ON ALL THREADF_'J CONNECTIONS, I USE 46 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN -STREAM SIDE CONTRACTOR TO PROVIDE ONE G FOOT LONG TEE WRENCH'NITH 2 AWWA SQUARE NCT ADAPTER FOR THE OPERATION OF GATE VALVES SEE SPECIFICATIONS. QUICK COUPLER KEY MUST CV EAR VALVE BOX. WRAP LANE)AGAPE FABRIC AROUND SIDES AND BORTON OF SOX TO COVER ALL OPENINGS. OF THE FLOW SENSOR. INSTAL VALVE BOX EXTENSIONS AS REQ. TOACHEVE PROPERVALVE AND PIPE DEPTH. (} € ( OPTIONAL LOCATION ON BACKFLOW RISOR. SEE BACKFLOW DETAIL) WRAP LANDSCAPE FABRIC AROUND SIDES AND BOTTON OF BOX TO COVER ALL OPENINGS. I K OPEN L OPEN M� QUICK COUPLER VALVE N FLOW SENSOR O GATE VALVE'. SM49W IN ENVIRON, ME'.A CAL BE SIGN SUMMERSIMURPHY It PARTNERS, INC. 34197 COAST AWY SUITE. 200 DANA POINT CA 02628 (849)443 1446 H X73120 _ RE!`EWC u9}8—� �r F CA / e} \F OF LiFOR� These drawings and/or the accompanying Specifications are the exclusive property of Surnmers(Murphy & Partners, Inc. and their use and publi" cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part°ss prohibited except by written permission from Summend Murphy & Partners, Inc. 0 Fn f 'w FL I <^ {f DRAWING TITLE: IRRIGATION DETAILS DESIGNED SMP DRAWN SMP jCHECKED SMP DATE 111012020 JOB NO. 7428251 1 CAD FILE GATS ENT ID.dwg SHEET NUMBER 18 OF 5T SHEETS 0 Ld 4 Lu 0 ■ U My 0 Cn z co ti • 0 LIJa 1 i , ■ � moi. rI' { it DRAWING TITLE: IRRIGATION DETAILS DESIGNED SMP DRAWN SMP jCHECKED SMP DATE 111012020 JOB NO. 7428251 1 CAD FILE GATS ENT ID.dwg SHEET NUMBER 18 OF 5T SHEETS 0 FINISH GRADE; TOP OF NIULCIi /' PAVING OR O.G. PATH ? ..3. 4 5 � 7 & 9 101 I y/ U� j }4 `?� vALVL[ox WITH COVER: ' RA N BIRO VBSTD — SAND BACKFILL CONIPAC?ED -FINISHED GRADE_ I301401 LINEAR LENGTH OF, WIRE,I �'} A $' TO THE DENSIN OF CA STING SOIL ` ro •. .' „i:.m '^^' SNUISTURESEO SOIL GULLED - "' FINISHED GRADE IN TURF AREAS _ I ( �,^% M'j1r°? , I4 WATERPROOF DONALD I+ ...... .................. .... !I 1 at CBi A.,_V,-'sB`^- yC+"" LINE FLUSHING VAJEf e•.^" -- CLEAN COMPACTED BACKFILL RAIN BIRD OB SERIES AIR /VACUUM RELIEF �— NETA.FIM ijF-TEEN -i IN SCH.40 SL =:EVE ®-� I +�. 'fY •?-. A'a I+^:^_ :,i. �(�IL 120 VOLT ELECTRICAL \ff\ i II4�'�/ SCH 80 BALL VALVE VALVE _ — LATERAL LINEA i"" (E+,, ' i :?.;'�''+„ `c,V;: 1 i a. IN SCH. 40 CONDUIT lye--�� COMPRESSION RING I `" IN SCH. 40 SLEEVE �1 •'i "` y `•`rye"-?„?•, r4`° _S 5°'"' 1 c ,'^ LATERAL LINES, SEE_r ECS. PLASTIC ROUND l ALVE BOX. 6" S'.ZE ° UNDISTURBED SOIL (`^ - n� .�. rs ; s�4. °pgI j � BLANK TL TYP -"---r;ONTPOL WIRES ((11 I r I } I 7 R'eN10TE CONTROL VANE: MEAT BRAND ARV"OI LID. / ( } .y,<',=ti ie„z.- N CLEAR SAND BACKFILL, I -3 _ A SEE SPECIFICATIONS -.I IN SCF dO SLEEVE TM`:+ RAIN BIRD PES- (INCLUDED IN / DRIP ' ' -INC LATERAL FINISHED GRADE IN SHRUG AREAS ' -"_.-.. { 0 SLEEVE lL_iIJdIL!ff! -jj- I.. .. p` II -= "1 I �efF 19 -.�i. i---'FoI 'I ✓�4. i- ^ { PRESSURE MAINLINE, SEE CHECK BASKET FILTER: _xcz PR[1eD-:OKIT) PRESSURE MAINLINE PRESSURE REGULATING QUICK SPECIFICAUONS12 Z PVC REEEVES TO BE CONTROLWIRES, SEE SFE CS 100 . (�NOTALLATMAINLINE DEPTH�_, G(NGLUDNXZ-PN9C0-CQM NACE THE DIAMETER 'd OF THE PIPE ORWRE KIT} SECT DNU NN_E 3UN0 E"ARRIED L/C SCH AO FEMALE UNING 00LATERALPIPE SUBSURFACE DRIP TUBCOMPRESSION TEE F I 9`{:TIpN VIEW -NSlS. 0 t PVC SCIS SO NIPPLE (LENGTH AS VALVE BOX ---.__.. f"�'lq� �1.. ° 't--�� o_ '\l` ` 1�A (INS'!ALl PE�2 SF'cCc)TIEPIN._... ..... �BEE(riI A B GRAD.'_ 2d" _,.36•' 3N" E ��' BRICK SUPPORTS 'OG a00_ a ---BRICK SUPPORTS IIF A. 36"LOOP IN ILL WIRING AT I PVC RICH SO ELLCo EOCCoopoEjo {TtiREY:} CHANGES OF DIREt,TiON GREATER THAN M F7Q 30 DEGREES, UNTIE AFTER ALL CCNECTIONS PVC SCHBO NIPPl.. (2. INC!i LANDSCAPE FABRIC o00 �- HAVE SEEN MADE. LEN: TSi HIDDEN) AND PVC SCH NETAFIM SHUT-OFF VALVE NOTE. t (,�80 ELI 14" ROCK, 1 CUBIC FT. (BLANK AL:_ PVC MAINLINE PVC LATERAL LINES AND CONTROL WIPES S"ALLSE SLEEVED a PV"C SCH $U TEE OR ELL {BLANK TUBING MAY BE BELOW ALL HARDSRUNA F,WIT NTS WITH SCfi, 4O PV'2TiME5 THE QIAP,IETEROF ^^^� 1Y2 QVC TEE (SxSzP WITH TORO THE PIPE F'tR WIRE BM1NOI F WITHIN DIMENSION A B C D E P 11 `0152"SIZE 12" 1S" 1S' 30" 6" 6" < TO 2 "2" IN SIZE 12" 24" 24" 36" 6'. 3 AND LARGER 1A_' 24" 24" 6" B" J CA"710 CONAP. ADAPTER ATTACHED TO OUTLE!) ALL CURBS SHALL BE MARKED WITH "SCORE' MARK TO DESIGNATE SLEEVELOCATION. Cl MAIM INE PIPE 1 14 C)C� 17 \� '�- HORIZONrALDiMENGION BETWEEN 'ELVES GrALLBFAMINIMIR"10F41NCHES NOTE: ,3/4" GRAVEL SUMP DEPTHS OF SLEEVES BACKRLL,AND COMPACTION OF TRENCH SHALLSE INACCORDANCE 16 3 -INCH MINIMUM DEPTH OF DTjQ�{,-„YI,.W _- „NA, -T �S�i T q ALL PLASTIC PIPING SHALL BE SNAKEL, VY'=THIN TRENCH . 34 -ED GRAVEL (1 CUBIC FOCI,) WITHSTANDARD NO,PLA500 F RCOSSINSSING5 DRIEDSTREETS. VEWALXND SHALL , OR ACCORDANCE BUNDLE VAR] NG AND WRAP DID Ul TAPE AT TEN FOOT I NTE RVALS. STANDARD PLAN N0. a00 FOR CROSSINGS OF PARKING LOTS, SIDEWAL'/.S, OR OTHER 3 PVC SCH 80 NIPPLE. CLOSE HARDSCAPE E.EPTAENT,^>, ALL MAINLINE INSTALLATION SP CI ICCATTICNSPING TO BE TALLED IN ACCORDANCE W'i'YH P.fiANUF`ACTLIRERS (INCLUDED IN XCZ-PR3-ISO-COM KIT) A REMOTE CONTROL DRIP VALVE (SINGLE SYSTEM) P AIR RELIEF VALVEC DRIP FLUSH VALVE D SLEEVE INSTALLATION E PIPE INSTALLATION 0 FINISH GRADE/TOP OF MULCH O 30 -INCH +NEAR LENGTH OF WIRE, COILED `j PVC SCH 60 NIPPLE (2 --INCH LENGTH, DISTRIBUTION TUBING MAX LENGTH 250' VALVE BOX WITH COVER: HIDDEN) AND PVC SCH 80 ELL__._._.._ _._. _ _ _ "x- C) PRESSURE REGULATING QUICK CHECK ( 1 j' PVC SCH 80 TEE 0R ELL c CQ REMOTE CONTROL VALVE: BASKET FILTER' ----- — RAIN BIRD PRB-QKC.K 100 ZJ MAINLINE INE PIPE (INCLUDED IN OZ -PRS ".50 -COM KI f�� t91 PVC SCH 87 NIPPLE (LENGTH AS @ 3 -INCH MINIMUM DEPTH OF 3J4 -INCH 4 TAG WASHED GRAVEL C_SCH ) f4� PVC SCH 80 NIPPLE, CLOSE 05 WATERPROOFINBIRD DIP SERIES \'_i PVC SCH 8'} ELL \1 RAIN ©LRD OB SERIES � PVC SCH 80 ITE 6 N 1 n3 (4 51 6� - 1 T” PVC 5ca aD ELL PVC SCH aO UNION LATERAL PIP= 'S @8 CON SO SIR I VALVE ! 1a 12 - 31_ _ (l t. SHRUG EMITTER -SEE LEGEND T. FINISH RADE G P) � 0 II �( 2. TUBING STAKE. RANGING)TDSARD 8, NA 3. %, DISTRIBUTOR TUBING 9. FLUID'AP SAL00I SPID RS(REFER TOOFFAIL) O `$_ l �„�. •,7y{ - I '�A_ SIDE VIEW j j ! — 4. TOPOF ROCKMULCH I 10. SENSOR E TORO BASS TEE OR COUPLIN G y L f ;Ht Y / t �tll tt. DRIPCf`NN CTION It "': ilp "-'-'..-'�"�"�''.` � E. POETH LYYLENE TUBING: PV PCI-.HDk.. ER LPLANS � ---� 12. PV iATERALINE PER IIL,_iTl= t 13, REMOTE CONTROL DRI VALVE(SEE I 1 ) IOP Vt EW LEGENDI NOTE: INSTALL SCE 40 PVC UNDER ALL PAVING TUSING 10 12 1,J 44! DQE ' 17 18 15 14 7� - ALLOWED ONLY IN PLANTER AREAS. SEC ION VIEW NT .S. FREMOTE CONTROL DRIP VALVE (SPLIT SYSTEMS) ° POINT" SOURCE IRRIGATION OPEN 4 3 2 — 4 nazis \ f I 1. SEE IRRIGATORADDRIONA NNFORMATI-ND%SFECrIFlOATIDNS ~ ISAIll / y 14 FOR ADDnDIaaL INFORMATION IS Al (k A( ` + 1 2, IF DRIP TUOINC HAS BF N HAND DUG IN, STANF DRIPIINE AT 4' O.C. AND AS NECESSARY TO INSUSE SECURFTY 4" BELOW GRADE IF DRIP TUBING HAS BEEN PLOWED N. NO STAKNG IS NECESSARY.� C ALL FENNG$ TO BE USED PILL BE PER NaNUFACTURER, rNc `AI/•�f`/�^\l� 6jt%.PE d i fes! \\ £�' H'{p.�fV' SPECIFICATIONS USE COMPRESSION FITTINGS OR C2 APPROVED £QUAL \J !��/i �'(` 1 `3 z ELI 4°,/ \r.t``I>`' /if �,�,r — 4. RUN iJD'NG PARALLEL TO SLOPE. IN THE UPPER 2//3rJ's OF THE SLOPE. SPACE TUBING AT 14-16'. IN THE LUWER JS OF '!"HE SLOPE, IhaCREA5r ,,N�(\ FVC IRRIGATION MAINLINE PIPE. PER ), ( c ✓� \ DISTANCE BETWEEN ROW, BY 25% OR APPROXIMATELY 22--1/2" �l \\ �\d\q•;. ,N' \'f/r \' \X �? �' w! w w v -" SPECIFICATIONS. INSTALL MAINLINE PIPE. 5. INSTALL CHECK VALVES IN SUPPLY AND PLUSH MARKN D LINE: AS JE:TILED J AS REQUIRED fl �. \ Y.j /`\. / /'\\ 1 _ : a ; ti5" OFF OF HARDSCA. . EDGE, EXCEPT TO DETER DRAIN Dowty. ilpiki DIEIPtp•'� �\.` / \!� �./.. w!w w w W r w 4 w "' WHERE NNVIAHru-,CE55ARY TO INSTALL VALVE I ... 1p 9 H {t \ V\ t` L / \ w .r W T �1 �� / / _ \ \ f OR --- 4 k ^. ^ l 4 A 0 yE Lli �� \:i _ 065TRUC:T'10.:3S ADJACP 0.4LO HARDSCAPE �, No e• hi! � P GAC VAL�r,1 r ,/" DRIP w w .. 8 _ { ffi .' FP�TA n01S AFa CtlM Fl{ > . /tJA Vf. Fir 'G I'�C w `ter - '=-; _—. REMOTE CONTROL VALVE FLOA 0 A04PjtRSjINhr5''/ / wiw n (r P C \ t (q w w w .-w-C- -.rz- . - PVC SUBMAIN PIPE., SIZE PER THEXLA -----TUN: FLUSH CALVE } S ppty°'D;k } K Gblpll T" /� \ `\� w `I' 1 < LARGCST CONTROL VALVE IN MANIFOLD -- - \' N -- EZ FL.O FERTILIZING SYSTEM _ = - the M1 �K' L am, -.. -F ._____ '$ - MODEL NUMBER -EZ010-FX V E_ _ PLUMBED TO PVC IWP) A. pLE cv' 6XgP \�.,, - ,y -'2 �/4 j .MAti roto CROWRI;g \7 "I0 j 9.4 GALLON CAPACITY l� CONNECTION (PRO TO ELI.) MWES, `'A �CNI w. w 'w PVC IRRIGATION MAINLINE NSTALLED3FT I NOTE GOI ro SC/LE (pft EQJAL} c ° A w FROM HARDSCAPE EDGE_ FOR VALVE TTALLIFE I -O ITEMS 3, 4, 5, $, 7 AND 8 ARE INCLUDED WITH TdHE ---'- _ 1 SE_ IRRIGATION' NOT FS,LEG NDI PECIFICATIONS FOR ALL DIMENSIONS N I,j. FLO S. STEfv9. ITEM N IS URCHASED - --- PVC FLUSH EXHAUST MANIFOLD AND LATERAL AND INLINE SPACING wz w I 7A1.1 FITTINGS TOM (USED WII I BE PER MANUFACTURERS a ° w w • ^ •;v x-` -�- SALL VALVE FOR NOV MANIFOLD ISOLATION SEPAfUaTE'LY. I METAL STAKE (IYR) SPECIFICATIONS. USE COMPRESSION FIT BOBIONLY OR APPROVE() EQUAL. u y' w i y x qv wi w w w 1 -FINISHED GRADE 7 -WATER IN CONNECT BLACK {} X —TRIANGULATE EMITTER SPACING (TYPO F w t { - (Sc. IRRIGF.710h LE-END/SPECIFIC- 3. IF DRIP TUBING HAS BEEN LAND DUG IN, STAKE DRIPI INE AT 4' Q.0 ,IQ v, w y - TUBE TO BLUE CONNECTIONS ON AND AS NECESSARY TC7INSURE SECURITY 4" BELOW GRADE IF DRIP w - CUIGK COU 4 LR VAI VE. AND SWING JOINT 2 -VALVE 30X &COVER 30 L X 16'D X 17" W PROPORTIONING CHP AND COUPLING 1 AT!ONS PER LATERAL AND IN LINENECESSARY, I R/RING HAS BEEN PL OINFD\, NO STAKING IS SPACING) 4 ," "HEAT ENGRAVED WITH `FT ON LID" I -CVC SUPPLY MANIFOLD -6. I T-, 3 - PROPORTIONING CAG WITH FEED 8 - 114" TUBING CLAN9P - BOTH THE GREEN J.___ w SCH, 8G PJC 45 ELL R. LNG, SIZE PER _____ ".ure aRe LL'w,.:lAu. ro 0: w I MAINLI PICAL ADJUSTMENT KNOB AND BLUE COUPLING TUBING CONNECTIONS i } EMOTE CONTROL VALVE +ICED uOAN DIN 'FE CNCLUAYR z . -'- ALON3 EWT' , 0 TUBING .t w w w 4 4- l (SEE CONFIGURATION) LEGEND - EZ FLO WASHERS OFF VALVES WITH DISCONNECT - _ f']R CONFIGURATION} ..� __ __ __. __ ...,_ ----1z^sc lwv „rH.rru:FO E+.^rn<x w w w G " -- CURB OROPHEDGE (4e.GMATERIAL) ROADWAY, 'NASHERB 9 -APPROVED LIVET V MANIFOLD (-- I�-T ( _ (__III -) _I '.) =' -° ATSTAL GED FTE - - - tr„n TwOlvwe h+nLEnnnal'ers w'�. w w w w :” +•• -- CURB OR O' "HER PAVING PAA"IEi2iAL) 5.. EZ-FLO MODEL EZ01C-EX FERTILIZING SYSTEM a -PVC MAIN LINE TO VALVE MANIFOLD I 1 ( _ NSTAL'.EG AFTER F ... _ CONNECTION (PVC TO TEE) --III=III=III-III-III -III- -III'- TUBING INSTAL..ATIOm y� DE SCI, TO couPl ererY 1 11 - EZ BALL VALVE COUPLING CONNECTOR- - - JII - - CCN -a CI,ORPTU:9FI •i 18 -MAINTAIN B SET BACK FOR MAI NL IN,- 27"'I_X 12"OX 14'1f t (OR F.4UAl} III=_III -III- 1 _: - _. i _ FROM HARDSCAPE EDGE EXCEPT AS NOTED INSTALL ACCORDING' FO VVATER FLOW E lF — per, � ` - , --- ANDs<A=EDI w9. w� w w W w '-I w -FERTILIZER OUT - CONNECT CLEAR DIRECTIONARRO'W AV -- S �`--------DRIPIINE I.ATFRAI- IOili_=LIC =III .I III=III -.-"--�DRIF TJSINC- -..-- I :* 8 (OR EQGAQ SEE LEGEND) -- — limn au Sul DIAM rEt a, W w y, .` TUBE TO GREEN CONNECTIONS ON P T) SP_CIMATIONS FOR LATERAL .... Ili =1111 - .�;f, .= _L:,.--AMMENDED:OIL• - _ - I - FNISHEDr,RA,EOFAUENDED;Oe w'., w w w w PROPORTIONING CAP AND COUPLING . C AND IN LN -L PACING s- _ j -+- :ice- BRING SOIL LEVEL `-' ; ! y ___ 13 -PVI MAIN GRAVEINE IC CSM BACK FLOW PREVEN-IER 4 _ III --III I- ;III_III-}.III I: I. .III -. AREA PERIMETER - 71--I __. i t"` "" RNLSHE GRAD) ' I (=III l =1 1 III ! 1=1I sHEDG ADE i o NIwLE lrrxn ouNlMun w m w % u ° 14 PRESSURE RELEIF VALVE IN t -NF. SPACING IIIc, - _ .," �II1 _. I� r -CII( PRIORTOORIP I - ..r Leelsr rrREAFJED aDTH nDv -.....OBSTRUCTION SUCH AS LIGHT POLE, POWER —III III III—III . -- NR RELIEF 'LAT'ERAL -- BLANK - '„� Tu81NG INSTALLATION - ' �.-.-«-Auevn esr[ ott, sreP NTrry l=.aNs � ;w w v `! PEDESTALOROTHERASMAYBE FOUND CKi DRIPIINE (OR EQUAL) '�--WIRE STAKE .,z. -.-NIG aRnrYER Ivn srRr F.Ex,a'.E u. w Tw `-y- ON THE SITE, ROUTE MAINLINE AROUND (CENTERED ON BOILING OR BERM) i1 N!PRE Ire kE W H.'NP.'x MNPT w SUCH OBSTRUCTIONS FERTILIZER EQUIPMENT 'PERIMETER LATERALS - 12" FROM t j I� THREADED ENDS I.I, w w w LEGEND PAVING OR EDGE OF TREATMENT —scHea °CS sxFNar-r .FTrTING, w. w w w W w SYMBOL FERTIGATION MODEL NO, CONTROLLER 1 POC LOCATION SEE SHT. SO FT. FV ) _ SIZE'. HEADER AGER X 513^ .__ - s __ _-_e_ ��%—A'..RNA000M BELE VALVE "AB PER LANDSCAPE DRAWINGS v w l w I • _ I (PLUMPED TO 0APLNF RECOMMENDED INSTA_IAT ON: �w -II- (OR EQUL) AT EACH HIGH POINT TO NSUR _t`ENPARAI.Ft AND LEVEL TUBING ROWS 11 .S RECd.1MENREO THAT, .- _._,..,_. PIC 4Elx.R:h JNE, SuvRty OR o!'sv'LIAttUe {� EZ-FLO EZ010-FX I 'B' Ml71RLANDS _R-2 S¢.2¢0 \ PVC FLUSH EXHAUST MANIFOLD THE SQL LE'EL'PTHE PLAN] ER AREAS BE BROUGHT 104 V BELOW INISHEU s�ecrg;ry vlew_r•_a jii IsROVIDE P.L.L LINTS WITH E:'-GROALLPURPOSE FcP2�Il,LEC2 EEG -23 -13 -?D PREPgIUM NAT! iRAL`d ATER SOLUBLE FERTILIZER GRADE AND PROPERLY COMPACTED AS PER TH`_LANDSC.APEf7ARAWIrt�G3 PRIOR _ _ �CHE.CK VALVES AS NECESSARY!rYP) TO THE INSTALLATION OF THE -1 SEE PRODUCT COVERAGE C14ART FOR INITIAL) MAINTENANCE APPLICATION RATE. INSTALLTUBING AS INDICATED ON THESE DRA'NINGSA!UD SECURE TO FRAUD USING )LOWGINSINLEDI, (VDTF. ; SYSTEMS TO BE FULLY STOCKED AND IN OPERATION DURING AND AT TURN OVER TO MAINTENANCE. Nc.'E ARE 100" TAKES a. SFEEr 04 CENTER SPACING. tiPnnAl_LeL Rou;s, svaarlGas lNDlcArPnoarHE..EGEND. L'CONFIRM WITH CITY OF BAKERSFIEI_7 PRIOR TO INSTALLATION" SACKEL,.INA,L4"OF SOIL OVER THE TILI AFT ER INSTALL INCH OF THE TUBING,..._...__. -._._._.._...._.___ CON TACT-T'OM GE.-NT'ILE GAIN) 246,8467 TOR ASSEMBLYAND FZ-CRO (rERTiLIZER MFG. INFORMATION. K SUB -SURFACE DRIPLINE LAYOUT L MAINLINE AND VALVE MANIFOLD LAYOUT M E -FLO FERTIGATION E 010 -FX S e 'rkaWsrl�F.. .. "v'U .moi ?: I~a VI R0 N+i E,'NTAL I7 is S 104 SUMMERS/MURPHY & PARTNERS, INC. 34197 COAST HANY SUITE 200 DANA POINT CA ARDS (949)443-1446 Renewal NCR AT�\_t_/ OF- CALIF?/ These drawings and/or the accom a rM g 'n specifications ecifications P are the exclusive property of Summers/Murphy & Partners, Inc and their use and publi= onion shall be restricted to the original site for which they were prepared. Re -use, repro duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy &. Partners, Ine- 0 I > Uj • CNI■ �W G < DRAWING TITLE:: IRRIGATION DETAILS DESIGNED SMP DRAWN SMI' CHECKED SMP DATE 111012020 JOB NO. 742825 CAD FILE CATO ENT_ID.dwg SHEET NUMBER. 19 OF 3wJ SHEETS 33 14 • CNI■ ILL Ice) ri R CD T a � i A r ., 0 LL CO 1, f OFZZ of ! _ LLj w < y DRAWING TITLE:: IRRIGATION DETAILS DESIGNED SMP DRAWN SMI' CHECKED SMP DATE 111012020 JOB NO. 742825 CAD FILE CATO ENT_ID.dwg SHEET NUMBER. 19 OF 3wJ SHEETS 33 14 PART 1 - GENERAL CONDITIONS 1.1 Description: A. Work included: Provide all labor, materials, transportation, and services necessary to furnish and !nstail irrigation systems as shown on the drawings and described herein. 1.2 Quality Assurance: A. Manufacturer's Directions; Manufacturers directions and detailed drawings shall be followed In all cases where the manufacturers of articles used In this contract furnish directions covering points not shown it the drawings and speciffrations. 8. Ordinances and Regulations: All Ioai, municipal and state laws, anti miss and regulations governing or relating to any Portion of this work are hereby incorporated Into and made a part of these specifications and their previsions shall be carried out by the Contractor. Anything contained In these specifications shall riot be construed to conflict with any of the above rules and regulations or requirements of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construcimb of a better qualll,y, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shalt take precedence. C. Explanation of Drawings: 1. Due to the some of the drawings, It is not Possible to indicate all offsets, fittings, sleeves, etc., which may be required, The Contractor snail carefully investigate the strucl and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The vrork shall be installed In such a manner as to avoid conflicts between Irrigation systems, planting, and architectural features. 2. The wand Landscape Architect as used hereir shall refer to the Owners authorized representative. 3. All work called for on the drawings by notes or details shall be, furnished and Installed whether or not s ecifirali mentioned in the specifications. ed th p Y p 4. The Contractor shall not wilifully irsta l the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences, or discrepancies in area dimensions exist that might not have been considered in the irrigation design. Such obstructions or differences should be brought to the attention of the Owner's authorized representative- In the event this noffiation is not performed, the Irrigation contractor shall assume full responsibility for any revisions necessary. 1.3 Submittals: A. Material List 1. The Contractor shall furnish the articles, equipment, materials, or processes specified by name in the drawings and specifications. No substitution will be allowed without prior written approval by the Landscape Archlted. 2. Complete material list shall be submitted prior to performing any work, Material list shall include the manufacturer, model number, and description of all mate°as and equipment tab9 used Copies creaming Information shall not be substituted •, :or fire materials list, and will be rejected as unacceptable. 3. Equipment or materials installed or famished without prior approval of the Landscape Architect may be rejected and the Contractor required to remove such materials from the site at his own expense. 4. Approval of any item, alternate, or substitute Indicated only that the product apparently the requirements of the drawings and specifications on the basis of the information or samp res submitted. 5. Manufacturer's warranties shall not ria -,leve the Contractor of his liability under the guarantee. Such warranties shall only suppllement the guarantee. B. Record Drawings: , The Contractor shall provide and keep up to date a complete Inas m" set of blue line ozalld ruts which snail be ca retrad daft and show eve. change p Y n 9 from the original drawings and specifications and the exact orations, sizes, and kinds of equipment. These drawings shall also serve as Work progress sheets and shall be the basis for measurement and payment for work completed. This set of drawings shall be kept on the site and shall be used only as a record set. 2. The Contractor shall make neat and legible annotations thereon dally as the work proceeds, showing the work as actually installed. These drawings shall be, available at all times for inspection and shall be kept in a location designated by the Landscape Architect. 3. Before the date of the final inspection, the Contractor shall transfer all Information from the record prints to scala mylar or mylar procured from the Landscape Architect. Ali work shall be neat, drawn In wateroroof ink by a technical ink pen designed specifically for use on mylar rnateral. Work completed in felt tip per or ball point pan will be rejected because of the non-permarent nature of both devices. All work shall be subset to approval by the Landscape Architect. 4. The Contractor shall dimension from two permanent points of reference the location of the following Items: a. Connection to existing water floes b. Connections to existing a ectrical power c. Gate valves d. Routing of pressure main he pipe e. Sprinkler control valves I. Routing of control and common Will g. Quick coupling valves h. Other related equipment as directed by the Landscape Architect. 5. Oil or before the date of the final inspection, the Contractor shall deliver the corrected and completed mylars to the Landscape Ambient- Delivery of the millers will not relieve the Contractor of the responsibility of furnishing required Information that may be omitted from the prints he compiled at the site. C. Controller Chaps: 1. Record drawings shelf be approved by the Landscape Architect before controller charts are prepared. 2. Provide one controller chart for each controller suppled. 3. The chart shall show the area controlled by each automatic controller and shall be sized as designated by each automatic controller or as designated by the Owners authorized representative. 4. The chart is to be a reduced drawing of the actual record drawings. However, in the event the controller sequence is not legible when the drawing is reduced, it shall be readable when the conunller chart is completed. 5. The chart shall be a bloacline or bluside ozw d print and a different color shelf be used to indicate tine area of coverage foe each control valve station. d. When completed and approved, the chart shall be sealed by a plastic laminating process, the plassbc laminating shaeets shall be a minimum of , 0 roil. thickness each D. Operation and Maintenance 1. Prepare and deliver to the Landscape Architect within ten calendar days prior to completion of ecrostruction, two hard cover binders with three rings each containing the following information: a. Index sheets stating Contractor's address and telephone number, fist of equipment with names and addresses of local manufacturer's reposechaBves. Is. Catalog and parts sheets ort every material and equipment Installed under thiscontract. c. Guarantee statement (Section 1.05). d. Complete operating and maintenance instructions on all major places of equipment. 2. In addition to the above mentionad ma nferarce manual, Dravida the Owner's maintenance personnel with instructions for major equipment and show evidence in writing to the Landscape Architect at the conclusion of the project that this service has been rendered. E. Equipment to be Furnished: if Supply as pad of this contract the foliow!ng tools: a. Two sets of special tools required for removing, disassembling, and adjusting each type of sprincer and valve Installed under this contract. Th. Two five -font valve keys for operation of gate valves (as required). c. Two keys for each automatic controller ar enclosure. d. Six quick alder keys and matching hose swivels for each type of quick coupling valve installed. 2. The above mentioned equipment shall be turned over to the Owner at the conclusion of the project. Before final inspection car, occur, evidence that the Owner has mirelved material must be shown to theLandscapeArchitect. 1.4 Product Protection, Storage, and Handling: A. Handling of PVC Pipe and Fittings: The Contractor is cautioned to exercise :are in handling,. loading, unloading, and storing of PVC pipe and fittings. All PVC pipe shall be Transported in a vehicle which dildos the length of pipe to lie that so as rot to subier:t it to +^ - undue bending or concentrated externa. load at any point. Any section of pipelira hes been dented or damaged will be discarded, and if installed, shall be replaced with new piping., 1.5 Analysis of samples and tests: None. 1.6 Guarantee: The r fir• =rir i A. e guarantee to, the sprinkler r gator system shall be nada in accordance with the attached form. The general conditions and supplementary conditions of these specifications shat' be fled with the Owner or his representative prior to acceptance of the Irrigation system. B. A copy of the guarantee form shall be includes in the operations and maintenance manual (Section 1.03, Ed, C. The guarantee form shall be to -typed onto the Contractor's letterhead and opriain the following information: GUARANTEE FOR SPRINKLER IRRIGATION Sv'STEM We hereby guarantee that the sprinkler system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in aaeo-dance with the drawings and specifications. We agree to repair or replace any defects In material or warkmansh!p which may develop during the period of one year from the data of acceptance and also to repair or replace any damage resiting from the repairing or replacing of such defects ai no additional cost to the Owner. We. shall make repairs or replacements within a reasonable time after receipt of written notice from the Owner. In the event of our failure to make such maiP or re .acements within a reasonable time after -eceiot of written notim from the Owner, we authorize the Owner to proceed to have. said repairs or replacements made at our expense and we wi'il pay the costs and charges therefore upon demand. (The above statement is to be followed by the project name, location, signature, address, and telephone number of Irrigation Contractor: in addition to the date of acceptance), PART 2 - MATERIALS 2.1 General: Use orly new materials of brands and types noted on the drawings, specified herein, or approved equals. A. PVC pressure Main Lire Pipe and Fittings: 1. Pressure main fine piping for sizes 2 -inches and larger shall be PVC Class 315, 2. Pipe shall be trade. traan NSF approved Type 1, Grace 1, PVCcompound x fo in g to ASTM resin specification D1784. All pipe roust meet requirements as set forth in Federal Specification PS -22-70 (Solvent Won Pipe) with art appropriate standard dimension C.D.R.) 3. Pressure main line piping for sizes land 172 inch and smaller shall be PVC Schedule 40 with solvent welded joints. 4. Pipe shall be made from NSF approved Type 1, Grade 1, PVC compound conforming to ASTM resin specification D1785. Ali pipe most meet requirements as conform in Federal Specification PS -21-70 (Solvent -Weld Pipe). 5. PVC so€vent-weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM test procedure D2466. 6. Solvent cement and primer for PVC solv'ant-weld pipe and fittings shal . be of the type and installation methods prescribed by the manufacturer. T All PVC pipe roust bear the following markings: a. Manufacturer's name To. Nominal pipe size c. Schedule or class d. Pressure rating in PSI a. NSF (National Sanitation Foundation)approver f, Date of extrusion F 8. Aril fittings shall hsa, fife manufacturer's Hama or trademark, material designation; size, applicable I.P.S. schedule and NSF seal of approval, B. PVC Non -Pressure Lateral Line Piping: 1. Non -pressure buried lateral line piping shall be PVC sch40 urith solvent -weld faints. 2. Pipe shall be made from NSF approved.. Type 1, Grade it, PVC compound conforming to ASTM resin specification Of 784. Ali pipe dr rst meet requirements set forth in Federal Specifications PS -22-70 with an appropriate standard dimension ratio. 3. Except as noted in paragraphs 1 of 2 of Section 2.010, all requirements for non -pressure lateral fine pipe and fittings shelf be the sem as for solvent -weld pressure main line pipe and ttt rty; as set forth in Section 2.Q1 of hese s eciticanclue, ., � i P C. Brass Pipe and F!tt3ngs: 1. Where indicated on the drawings, use red brass screwed pipe conforming to Federal Specification WW -P-351. 2. Fittings shall be red brass conforming to Federal Specification W W -P-460. D. Galvanized Pipe Fittings: 1. Where indicated on the diavhngs, use galvanized steel dile ASA. Schedule 40 mild steel screwed pipe. 2. Fringe snail be medium galvanized screwed beaded malleable iron. Galvanized couplings may be merchant coupling. 3. All galvanized pipe and fittings installed below grade shaft be painted with two coats a` Koppers 50 Biturna bi:;, E. Gate Valve: I . Gate valves 3 -inches and smaller shall be 125 -Ib. Sh? bronze gate valve with screw-in bonnet, non -rising stem and solid wedge disc, have threaded ends, and he equipoed with bronze wheel handle. 2. Gate valves 3 -inches and smaller shall be simlar to those manufactured by about or approved equal. 3. All gate valves steal be Installed per mataflatlon detail. F. Quick CauPIMIc Valves: Quick coupling valves shall have a brass two-piece body designed for working pressure of 150 PSI operabie with quick coupler key. Key size and type shall as as shown on plans. 3. Coordinate installation of spdnkler irrigation materials, including pipe so there shall be no interference with or difficulty in planting trees, shrubs, and grefundcovers. 4. The Contractor shalt carefully check all gist to satisfy himself that he may safety proceed before starting work on the sprinkler irrigation system. 3.2 Preparation: A. Physical Layout ?. Prior to installation, the Columnist, shall stake out all pressure supply Imes, routing, and function of sprinkler heads. 2. Ail layout shall be approved by Landscape Architect prior to installation. B. Water Supply'. 1. Sprinkler irngation system shall be connected to water supply points of connection as shown on drawings. 2. Connections shall be made at approximate locations as shown on the drawings. Contractor is responsible for minor charges caused by actual site conditions. C. Electrical Supply: G. backflow Pheventer Unit Electrical connections for automatic controller shall be made to electrical points of 1. Backflow prevention units shall be of size and type indicated on the Irrigation connection as shown on the draw',ngs. drawingsinstall the backflow prevention units In accordance with the irrigation 2. Connections shall be made at approximate locations as shown on the prolongs, construction details. Contractor is responsible for minor changes caused by actual site conditions. 2. Wye strainers at backflow prevention units shot have a bronzed screwed body with 100 mesh monel screen and shall be similar to Bailey t 00A. or approved equal. 3.3 Installatkol: H. Check Valves: 1. Sierra check valves . 7. ,fiches and smaller shall be 2017 Its. WOG bronze bronze construction and replaceable composition, neoprene or rubber disc, and shall meet of exceed Federal Specification Wyl ir-51 D, Class A. Type €v. t 2. Anil-drrzln valvas shat be of heav �-�t,lt viig in PVC construction with F.I.P. t.1.ri dad irlat and outlet Internal parts snail 6e stairiess steel with B:aha-N spas. Valve shall he field adustrable against drawout from 3 0 40 feet of head. Ant; -drain valve shall be similar to the King Bros. "CV" series or approved equal. i, Control Wiring: 1. Connections between the automatic controllers and the elertrcron[rol valves shall be made with direct burial copper wire AWG-U.F. 600 volt. Pilot wires sharing the same automatic controller shall be the same color. Common wire shall. be white in oolorwith a stripe to match the pilot wires with which 't is circuited on the same controller. Provide different colors for each controller installed on the same prof act. Install wire In accordance with valve manufacturer's specifications and wire chart. In no case shall wire size be less than ?#14. 2. Wiring shalt occupy the same trench and shalt be installed along the same route as pressure supply or lateral lines vrherever possible. 3. Where more than ore wire is prated in a trench, the wiring shall be taped together at intervals of ten feet. 4. An expansion curl shall be provided at each wire connection. Expansion cud shall beef sufficient length at each splice connection at each electro control valve so that it, case of repair, the vie{vie bonnet may be brought to the surface without discconnection of the control wires. Controi wires shall be laid loosely in trench without stress cr siretrning of control wire conductors. 5. Ali splices shaft be maria with Rai..nbsrd ST-03tiL Snap -Tits +,vire conr•ector WithT(S5 sealer or approved equal. tied oma afire connector per wire splice - 6. Field splices between the automatic controller and electric wntml valves will not be permitted without prior approval of the Landscape Architect. J. Automatic Controller: 1. Automatic controller shall be of size and type shown on the drawings. 2. Final laatlon of automatic cortraller shalt be approved by the Owners aufihornmil representative prior to Installation. 3, finless otherwise rioted or me plans, the 120 -mit electrical power to the automatic controller location shall be furnished by others. The final hook-up of the automatic controller to the 120 volt power source shall bo the rosponslbll!h> of the irrigation contractor. K. Electric Control Valves: 1. Electric control valves shall be of the size and type shown on the drawings. 2. Unless otherwise noted on plan or corstructlon details, all electric control valves shad have a manual flow adjustment. 3. Provide and install one control vahia box or each electric control valve. -. Control Valve boxes: 1. Use 10 x 10 1i4" round box for al gats valves, Carson Industries P10 -12B with green bolt down cover or approved equal. Extension sleeve shall be PVC -6 -inch minimum size. 2, Use 9-1/2• x 16" x 1 "' rectangular box for all electric central valves, Carson Industries 1419-12B with green brit down cover or approved equal, f,P. Sprinkler Heads: 1. All sprinkler heads shall be of the size, type, and deliver the same rate of precipitation with the diameter (or radius) of spray, pressure, and discharge in G.P.M, as shown on the drawings antl specified in these special provisions. 2. All spray type sprinklers shall have a screw adjustment. 3. Risarlswina clrt assemblies shall be andcated in acrorcJana with the irrigation construction details shown on the drawings. 4. Riser niobas for all sprinkler heads shall be the same size. as the user opening in the sprtrider body. PART 3 - EXECUTION 3.1 Inspection: A. Site Conditions: 1. All sc .ed dimensions are approximate. The Contractor shall chock and verify all site dimensions and receive Landscape Architect's approval prior to proceeding vv!th work order this section. 2. Exercise extreme care in excavating and working near existing utilities. Contractor shall. be responsible for damages to utilities which are caused by its operations or neglect, Crack exiting lu Films drawings or call utilities companies for existing utility locations. A. Trenching: i. D.g rirantnes straight and support ipeWn.t'nouson bottom of trench, Lay pipe'.o even grade. Trenching excavation shall fol',ow layout indicated an the drawings and is acted. . - pressure supply Innes. .., r n,ovine for a minimum cover of 18 inches for all p pP y 3. Provide for a minimum cover of 12 -inches for all non -pressure lines. 4. Provide for a minimum cover of 18 -inches for all control wiring. B. Barrkilll rig: 1. The trenches shall not be beatified until all required tests are performed, Tmndles shal€ be carefully oackfiiled with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand or other approved materials, free from large clods of earth or stones. 8arkf,ll shall be mechanlaiiy compacted in landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Back'Ifl will conform. to adjacent grades withoutdips, sunken areas, humps, or, ather surface irregularities. 2 A fine granular material backfill will be initially placed on all lines. No foreign matter larger than 112 -inch in size will be permitted in the initial backfill. 3. Flooding of trenches will be permitted only with approval of the Landscape Architect. 4, if sathemert occurs and subsequent ad'beir ants in pipe, valves, sprinkler heads, tral or planting, or other construction as necessary. the Contractor shall make all required adjustments without cost to the Owner. C. Trenching and Backfil! Under Paving: 1. Trenches located under areas where paving, asphaltic cconcrate or concrete will be installed shall be backfilled with sand (a layer six -inches below the pipe and 3 -inches above the pipe), and compacted in layers to 95% compaction, using manual or rnechanlai among devices. Trenches for piping shall be compacted to equal the compaction of the existing ad;acent undisturbed soil and shall be left in a firm unyielding cord4!on. The sprinkler irngation Contractor shall set in place, cap, and pressure; test all piping underpaving prior to the paving work. 2. Generally, piping under existing walks is done by jacking, boring, or hydraulic driving, but where any cutting or breaking of sidewalks and/or concrete is necessary It shall be done and replaced by the Contractor as pal of the contract cost. Permission to cut or break sidewalks and/or concrete shall be obtained from the Landscape Architect. No hydraulic driving Oil be permitted under new concrete paving. D. Assem!!es: 1. Routing of sprimser irrigation lines as Indicated on the drawings is diagrammatic. Install lines motivations assemblies in such a manner as to conform with the details per pians. 2. Install no multiple assemblies on plastic lines. Provide each assembly with Its own outlet. 3. Install all assembles specified herein in accordance with respective detail In absence of octal) drawings or specifu;ations pertaining to specificitems required to complete work, perform such: work in accordance with the best standard practice with prior approval of the Landscape Architect, 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before Installation, Installation and solvent -weld methods shall be as recommended by the pipe and fitting manufacturer. On PVC to metal connections. the Cont actor shallwork the metal connections 5. O, first. Teflon tape, or approved equal, shall be used on all threaded PVC to PVC, and or, a threaded PVC to meta, joints. Light wrench pressure is all that is required. Where threaded PVC connections are required, use threaded PVC adapters Into which the pipe may be welded. E. Line Clearance: All lines shall have a mlrimum clearance of 6 inches from each other and from fines of other trades. Penton lines shall not be installed directly over one another. F. Automatic Controller Install. per manufacturer's Instructions. Remote control valves shall be connected to controller in numerical sequence as shown on the drawings. G. High Voltage Wiring for Automatic Controller: 1. 120 -volt power connection to the automatic controller shall be. provided by the Irrigation Contractor. 2. All electr'.cal work shall conform to local costes, ordinances, and union auMor d -s having jurisdiction. H. Remote Control Valves: Install where shown on the drawings and per detail. When grouped together, allow at least 12 inches between valve boxes_ install each remoto control valve to a separate valve box. L Flushing of System: 1. After all new sp, inkier pipe Lines and deals are in place and connected, all necessary diversion work has been completed, and prior to Installation of sprinkler heads, the control valves shall be opened and a full head of water used to flush out the system( 2. Sprinkler heads shail be installed only after flushing of the system has been accomplished to the complete satisfaction of the Landscape Architect. J. Sprinkler Heads: t. Install the sprinkler heads as designated on the drawings, Sprinkler heads to be installed in this work shall be equivalent m all respects to those Itemized in the irrigation equipment legend. 2. Spacing of sprinkler heads shall not exceed the maximum as indicated on the drawings. In no case shall the spacing exceed the maximum recommended by the manufacturer. 3.4 Temporary Repairs: The Owner reserves the right to make temporary repairs to keep the sprinkler system equipment in operating condition. The exercise of this right by Hie Owns, shat Pot relieve the Contractor of fits responsibilities under the terms of the guarantee as herein specified. 3.5 Existing Trees: Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all. possible care to avoid injury to trees and tree roots. Excavation in areas where 2 -inch and larger roots occur shall be done by hand. Ali roots 2 -inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and snalf be heavily wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is run close to trees having mots smaller than 2 inches in diameter, the wail of the trench adjacent to the tree shalt be hand trimmed, making clean cuts through, Roots 112 inch and larger in diameter shall be painted with two coats of tree seal, or equal. Trenches adjaoant to trees should be closed within 24 -hours, and where Thiele not possible, the side or the trench adjacent to the tree shelf be kept shaded with burlap or carves. 3.8 Field Quality Control: A. Adjustment of the System: 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and tocovert overspray onto walks, madtxays, and buildings as much as possible. 2. if Itis determined that adjustments In tha irrigation equipment will provide proper and more adequate coverage, the Central may also include changes in nozzle sizes and degrees of aro as required, 4. Lowering raised sprinkler heads by the Contract shall be accomplished within ten days after notification by Owner or Landscape Architect. 4, All sprinkler heads shall beset perpendicular to finished grads unless otherwise designated on the pian or as required for proper coverage (stapes, etc.). - S. Testing of Irrigation System: 1. The Contractor shall regoesf the presence of the Landscape Architect in writing at least 48 hours in advance of any testing. 2. Test all pressure lines under hydrostatic pressure of 1.50 PSI and prove watertight. Note: Tesifirl of pressure main tine piping shall occur prior to installation of elech c control valves or quick coupling valves. 3. All piping under paved areas shalt be tested under hydrostatic pressure of 150 psi and proved watertight, prior to paving. 4. Sustain pressure in tested Dines for not less than two hours. if leaks develop, replace joints and repeat test until entire system is proven watertight. 6. All hydrostatic tests shall be made only in the presence of the Landscape Architect. No pipe shall be backfilled until it has been observed, tested, and approved in writing, 6. Contractor shell furnish fora pump & all other test equipment recessan/. When the sprinkler irrigation system is completed, perform a coverage test in the presence of the Landscape Architect to determine if the water coverage for planting areas Is complete and adequate. Fumish ail materials and perform all work required to correct any inadequacies of beverage due to the deviation from plans, or where the system has been willfully installed as indicated on the showing when it is obviously Inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accomplished before any groundcaver is planted. 8. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet site requirements. 3.7 Maintenance: A. The entire sprinkler irrigation system shall be under full automatic operation for a period of seven days prior to any planting and for 90 days after inspection to begin maintenance period, B. The Landscape Architect reserves the right to wave or shorten the operation period. 3.8 Clean-up: Clean-up shell be made as each pertion of work progresses. Refuse and excess dirt shall be removed tram the site.. All walks and paving shall be broomed or washed down, and any damage sustained on the work of others shall be repaired to original conditions. 3.9 Final Observation Prior to Acceptance: A. The Contractor shall operate each system In Its entirety for the Landscape Architect at the time of final Irspecton. Any items deemed not acceptable by the qualified observer shall be reworked to the complete satisfaction of the Landsispe Architect. B, The Contractor shall show evidence to the Landscape Architect that the Owner has received all accessories, charts, record drawings and equipment as required before final observation can occur. 3.10 Observation Scramble: A. Contractor shall be responsible for notifying the Landscape Architect In advance for the following observations according to the time indicted: 1. Pra-job conference - 7 days. 2. Pressure supply tire installation and testing -48 hours. 3. Automatic controller installation -48 boors. 4. Control wire installation - 48 hours. 5. Lateral line and sprinkler installation - 48 hours. 6. Coverage test -48 hours. T Observation to begin maintenance period - 7 days. 8. Final Observation -7 days. B. When observations have been conducted by other than the Landscape Architect, show evidence of when & by whom these observations •,were made. C. No observation will commence without record drawings. In the event the Contractor calls for an observation without record drawings, without completing previously noted corrections, or without preparing the system to, observation, he shall be responsible for re inhaling the Landscape Architect at the rate per hour (portal to portal) plus transportation costs, for the inconvenience. No further observations will be scheduled until this charge has been paid. END sw:*) E N V I 9, 01 N 41 E N T A L 0E'5 i ieN SUMMERSIMURPHY Is PARTNERS, INC. 34197 COAST HOMY SUITE 210 DANA PONT CA 92621 (343)44&1449 These drawings and/or the accompanying specifications am the exclusive property of Summers/Murphy & Partners, Inc. and their use and pubtl- cation shalt be restricted to the original site for which they were prepared. Reuse, motion duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. Z 0 I t1J l d i r t I :D DRAWING TITLE: IRRIGATION SPECIFICATIONS DESIGNED SMP DRAWN SMP CHECKED SMF DATE 111012020 JOB NO. 742825 CAD FILE GATD ENT ID dw 9 SKEET NUMBER 20 OF SHEETS Call r :D Lij FY LIJ i r r y ►r i rir 0 U i Mr r .; r H • f ri - Z CID] 0 CL ti ik a dC5 I i � LU r r LLJ r w ' DRAWING TITLE: IRRIGATION SPECIFICATIONS DESIGNED SMP DRAWN SMP CHECKED SMF DATE 111012020 JOB NO. 742825 CAD FILE GATD ENT ID dw 9 SKEET NUMBER 20 OF SHEETS C y fi, 0 - � 1 LIMIT OF WORK �$ kv S. REFER TO PM1200 BACKBONE STREETS N LANDSCAPING PLANS BY SMP A i a ar, % -.. , M CC \ ' rr Jll c - •v - .,X36i y -77 3tlt � �p �\441 d �!ifI fn a - i TO r o i q 11 % / A B U _ ti- n �f _ /'All -2411 ®,- 36" ; p ; %iie "A� ". j i 24`;` , 36'F Frt 1-�.—_� - a24 t \ C •., . ,-'!" 26 A w � r / , \ LIMIT OF WORK REFER TO TRACT 7347 LAGOON & SCREEN \, I - &A � .' \ `\\;1� WALL LANDSCAPING PLANS BY SMP i 14 61 Ti - I / i 1 1 L r T. q i' ` \ 'I ` s, / , it , �'' rl f _,, -• ., j. ,'.__'\. i I ..j I i i - , V - j !�'I COMPOUNITI A-\ - PARK x\ = , MARIAN `NAY WHITE LANE WINDERMERE STREET L.ODEN DRIVE EN',1R O NM EN I ACEE#GN SUMMERSIMDRPRY & PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629 (949)443-1446 These drawings and/or the \ C' I °' accompanying specifications MUIRI�ANDS PARKWAY — 'A '`-, / are the exclusive property of z ,d/ , i WINDERMERE STREET Summers/Murphy 8t Partners, Inc. and their use and publi- cation shall be restricted to the " �, NORTH original site for which they were prepared. Reuse, repro. ® C Com+ g^q duction or publication a TREE LEGEND (PLANT QNTY FOR THIS SHEET ONLY) method, in Whole or part, is prohibited except by written permission from Summers/ wnrcR PLANT SYMBOL NAME SIZE .._,_�isac.E GNIY. MurpHry Partners: dnc. CINNAMOMUM CAMPHORA 24"BOX M - W CAMPHOR TREE I AGERSTROEMIA i. 'BILOXI' 36"BOX L 8 Q�WHITE CRAPE MYRTLE _AURUS_NOBILIS 36"BOX L 10 24" 36" BAY LEAF LAUREL 24"BOX - LIRIODEN_DRON TULIPIFERA 24"BOX M - Il TULIP TREE 24 MAGNOLIA G, 'DD BLANCHARD' 36"BOX M 3 �('36" SOUTHERN MAGNOLIA PISTACIA CHINENSIS 24"BOX L — 24" CHINESE PISTACHE PYRUS C.'BRADFORD' 36"BOX M 6 BRADFORD PEAR _ __. 24"BOX M 6 36° 74" QUERCUS VIRGINIANA 72"BOX M 1 C SOUTHERN LIVE OAK 72 w� PLANTING NOTES 1. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE PREPARED BY THE OWNER AND FURNISHED TO THE CONTRACTOR, AND ALL RECOMMENDATIONS FROM � H J BY THE CONT'RAC'.OR IN. O INSTALLATION OFA'- t SUCH REPORT SFiAL:. BE INCORPORAT C PLANTING AREAS 2, ALL TREE AND SHRUB MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR -HE CONTAINER - IZE NDICATED IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF ACCEPT ABLE S,ZE AT THE TIME OF INSTALLATION CONTACT LANDSCAPE ARCHITECT FOR SPECIES SUBS ITU TION. DOWN SIZING OR SUBS T111) TION Of- PLANT MATERIA_ WITHOUT PRIOR WRITTEN APPROVAL BY'THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE WILL NOT BE ALLOWED. 3. TREE LOCATIONS SHOWN ON PIAN MAY REQUIRE. ADJUS 1'MENT IN THE FIELD. WHENEVER FEASIBLE TREES SHOULD BE PLANTED WITH TNF'. FOOWING MINIMUM DISTANCES: A. THREE FEE IFROM AN. CITY MAINTENANCE 1 - MIT LINE. B. FOUR FEET FROM UT LiTY INSTALLATIONS WITHIN THE RIGHT-OF-WAY OF A PUBLIC OR PRIVATE STREET OR OTHER CITY OR HOMEOWNER ASSOCIATION FACILITY INCLUDING, BUT NOT JM7FD TO SEWERS, GAS WATER, LINES, METER, VAULTS, CATCH -BASINS, ETC. C. FOUR FEET FROM FIRE HYDRANTS D. FIFTEEN FEET FROM STREET LIGHT STANDARDS. E. TEN FEET FROM DRIVEWAYS, F. TREE LIMBS MUST HAVE A CLEARANCE. OF 14.5 FEET OVER STREETS, S FEET OVER BIC`/CLE TRAILS, AND 7 FEET' OVER PEDESTRIAN -TRAVELED WAYS. NOTE' IN THE CASE OF CONFLICT WITH CITY'S RECOMMENDED MINIMUM DISTANCES, THE MORE CONSERVATIVE MINIMUM DISTANCE WILL PREVAIL 4. ALL TREES PLANTED WITHIN HIN FIVE (5) FEET OF WALKWAYS, CONCRETE PAVING, BUILDINGS OR PUBLIC U'11_1 TIES SHALL RECEIVE DEEP ROOT BARRIERS. 6 ALL TREES LOCATED IN TURF AREAS SHALL BE INSTALLED WIl"H ARBOR GUARDS. 6 REMOVE T'RL_LL IS FROM Ai: VINES AND ATTACH TO FENCE OR'NALL. 7 CONCEAL ALL IRRIGATION VALVES IN SHRUB AREAS WHERE POSSIBLE. OTHERWISE, ALL VALVE 0 i I � I r BOXES TO BE FLUSH WITH GRADE DRAWING TITLE: TREE PLANTING LAYOUT I DESIGNED SMP DRAWN _ CR CHECKED SMP DATE 111 01202 0 1 JOB 1 NO. 74285 CAD FILE CATO ENT_PT.dwg SHEET NUMBER A 0 20 40 60 80 21_ OF SHEETS 33 1 '7 ! 5 -712, F r' S A - PLANTER BEDS TO HAVE 3 LAYER OF MULCH. CONTRACTOR TO SUBMIT SAMPLE TO LANDSCAPE ARCHI'CEC I OR OWNERS AD" HORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 9 ORGANIC TOP DRESSING SHALL BE TOREST FLOOR T 2 GU'T..AVAiLABI E FROM: AGUINAGA FERTILIZER 949.786.9558. OR AS SPECIFIED SY SO LS REPORT. RECOMMENDATIONS. 10 NOTIFY COMMUNITY SERVICES DEPARTMENT (66" 326-3724 FOR LANDSCAPE INSPECTION PRIOR 10 F.XCAVf TION OF PLANTING PITS FOR PLANT' M14A PER AL, CITY STREET TREES, AND SETBACK REQUIREMENTS, 48 HOURS NOTICE REQUIRED. 11. ;ANDSCAPE INSTAL' ATION SHALL NOT INTERFERE WILT LIGHTINIG OR ADDRESS SIGNAGE. NOTES: A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION RECOMMENDATIONS. B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES. SCALE: 1 "=20'4' 3 r Lj LL e 0 •## M 0(0 r 0 IL 0 M LU y i Ljj Uj Li r #' - w y �...' 0 <.. BOXES TO BE FLUSH WITH GRADE DRAWING TITLE: TREE PLANTING LAYOUT I DESIGNED SMP DRAWN _ CR CHECKED SMP DATE 111 01202 0 1 JOB 1 NO. 74285 CAD FILE CATO ENT_PT.dwg SHEET NUMBER A 0 20 40 60 80 21_ OF SHEETS 33 1 '7 ! 5 -712, F r' S A - PLANTER BEDS TO HAVE 3 LAYER OF MULCH. CONTRACTOR TO SUBMIT SAMPLE TO LANDSCAPE ARCHI'CEC I OR OWNERS AD" HORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 9 ORGANIC TOP DRESSING SHALL BE TOREST FLOOR T 2 GU'T..AVAiLABI E FROM: AGUINAGA FERTILIZER 949.786.9558. OR AS SPECIFIED SY SO LS REPORT. RECOMMENDATIONS. 10 NOTIFY COMMUNITY SERVICES DEPARTMENT (66" 326-3724 FOR LANDSCAPE INSPECTION PRIOR 10 F.XCAVf TION OF PLANTING PITS FOR PLANT' M14A PER AL, CITY STREET TREES, AND SETBACK REQUIREMENTS, 48 HOURS NOTICE REQUIRED. 11. ;ANDSCAPE INSTAL' ATION SHALL NOT INTERFERE WILT LIGHTINIG OR ADDRESS SIGNAGE. NOTES: A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION RECOMMENDATIONS. B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES. SCALE: 1 "=20'4' 3 7 7 I MARIAN WAY WHITE I ANE WINDERMERE STREET LODEN DRIVE MUIRLANDS PARKWAY WINDERMERE STREET L_.j NORTH i REE LEGEND (PLANT QNTY FOR THIS SHEET ONLY) WATER PILIST SYMBOL _ .__ NAME _..__ _ SIZE USAGE QNIY, U42CINNAMOMUMCAMPHGRA 24"BOX M - CAMPHOR TREE LAGERSTROEMIA L'BILOXI' 36"BOX L - 3fi^ WHITE CRAPE MYRTLE ® LAURUS NOBILIS 36"BOX L 7 24" 36° BAY LEAF LAUREL 24"BOX - LIRIODENDRON TULIPFERA 24"BOX M - 24" TULIP TREE X MAGNOLIA G.'DD BLANCHARD' 36"BOX M - 36" SOUTHERN MAGNOLIA PISTACIA CHINENSIS 24"BOX L 24'' CHINESE PISTACHE DYRUS C.'BRADFORD' 36"BOX M 6" 24°' BRADFORD PEAR 24"BOX M 7 3 QUERCUS VIRGINIANA 72"BOX M - . SOUTHERN LIVE OAK 72" PLANTING NOTES 1 AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE PREPARED BY THE OWNER AND FURNISHED TO THE CONTRACTOR AND AH RECOMMF:NUAYIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF ALL P4'ANTING AREAS, 2 AL TREE AND SH R B MATERIAL 5 ECFRD MUST MEETSTANDARD INDUSTRY SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF ACCEPTABLE SIZE AT THE TIME OF INS `ALLAf,ON, CONTACT LANDSCAPE ARCH:TECT FOR SPECIES SUBSTITUTION DOWN SIZING OR SUBST. ULON OF PLANT MATERIAL WITHOUT PRIOR WRITTEN APPROVAI, BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE WILL NOT BE ALLOWED. 3. TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENTIN 1 HE FIELD. WHENEVER FEASIBLE, FREES Sl IGULD BE PLANTED VVI I H THE FOLLOWING MINIMUM DISTANCES A. THREE FEET FROM ANY CITY MAINTENANCE LIMIT 'INE. 3. FOUR FEET FROM UTILITY INSTALLATIONS WITHIN THE RIGHT-OF-WAY OF A PUBLIC OR PRIVATE STREET OR OTHER CITY OR HOMEOWNER. ASSOCIATION FACT ITY INCLUDING, BUT NOT LIMITED TO SEWERS, GAS, WATER, LINES, METER, VAULT S, CA FCF1 BASINS, EC. C. FOUR FEET FROM Ii RE HYDRANTS, D. FIFTEEN FEET FROM STREET LIGHT STANDARDS. E. TEN FEET FROM DRIVEWAYS F TREE LIMBS MUST HAVE A CLEARANCE OF 14.5 FEET OVER STREETS, 8 FEET OVER BICYCLE TRAILS AND 7 `EET OVER PEDESTRIAN TRAVELED WAYS. NOTE: IN THE CASE OF CONFLICT WITH L"I Y'S RECOMMENDED MINIMUM DISTANCES, THE MORE CONSERVATIVE MINIMUM DISTANCE WILL PREVAIL. 4 ALL TREES PLANTED WITHIN FIVE (5) FEET OF WALKWAYS, CONCRETE PAVING, BUILDINGS OR PUBLIC UTILITIES SHALL RECEIVE DEEP ROOT BARRIERS 5 ALL TREES LOCATED IN TURF AREAS SHALL BE INSTALLED WITH ARBOR GUARDS. 6, REMOVE TRELLIS FROM ALL VINES AND Al TACH TO F LNC,E OR WALL. 7 CONCEAL ALL IRRIGATION VALVES IN SHRUB AREAS WHERE POSSB(E OTHERWISE, ALI_VALVE BOXES TO BE F USH WITH GRADE 8 ALL PLAN' ER BEDS TO HAVE 3" LAYER OF MULCH. CONTRACTOR TO SUBMIT SAMPLE TO LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 9 ORGANIC TOP DRESSING SHALL BE TOREST FLOOR 0 2 CUT. AVA',LABLE FROM: AGUINAG'A FERTILIZER 949.786.9558 OR AS SPECIFIED BY SOILS REPORT RECOMMENDATIONS. 10. NOTIFY COMMUNITY SERVICES DEPARTMENT, (661) 3213-3724 FOR LANDSCAPE INSPECTION PRIOR TO EXCAVATION OF PLANTING PITS FOR PLANT MATERIAL, CITY STREET TREES, AND SETBACK REQUIREMENTS. 48 HOURS NOTICE REQUIRED. 11L.ANOSCAPFSNSIALLATIONSEIAIa_ NOT INI ERFERE WITH LIGHTING OR ADDRESS SIGNAGE. NOT ES; A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION RECOMMENDATIONS. B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES. SCALE. 1'1 NORTH 0 20 40 60 80 sms Raf E NG I?.4 M E'NT.AI SIGN SUMMERSIMURPHYS, PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629 1949)443-+446 7-31-20 aaiI. T oqt" a�g \Ofi Cgtt� -'hese drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc and their use and publi- cation shall be restricted to the original site for whish they were prepared. Re -use, repro- duction or publication by any method, in whole or par, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. ffifflesesifti p W I I i Uj I LLT f � rr Ld <1<K<K ®DRAWING TITLE: TREE PLANTING LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE 111012020 JOB NO. 742825 CAD FILE GATO ENT- PT.dI SHEET NUMBER 22 OE SHEETSI . . _...................... • Uj rr Ld rco LLJ 0 .1co �a Duo Uj a r 0 FL rr r BU E ti l i w y r ®DRAWING TITLE: TREE PLANTING LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE 111012020 JOB NO. 742825 CAD FILE GATO ENT- PT.dI SHEET NUMBER 22 OE SHEETSI . . _...................... KEY MAP MTW_171) d PB:`:G'zDN.*,"IEN?'AL nESI�4K p C t ll� II SUMMERSIMURPHY & PARTNERS, INC.. WHITE LANT 34187COAS200 •NM"""'""°� ""• GI r DANA POINTINT CA CA 5262262 9 �f I WINDERMERE STREET (949)M13-144& < MARIAN WAY id y l U --W lY--LODEN DRIVE L ND_SC Fhy �o PC, o� o 7-31-20 �F Renewal Me l Dote_ �P B a FOF'DALIFOP These drawings and/or the accompanying specifications MUIRLANDS PARKWAY ,a' are the exclusive property ofrnm WINDERMERE STREET SuerslMurphy & Partners, "•a„r`�! Inc. and their use and pubes -cation shalt be restricted to the '« e NORTH were original site for which they ware prepared. Re -use, repro- p7,- �^+ E�'{� duction or publication by any TREE LEGEND (PLANT QNTY FOR THIS SHEETONLY) method, in whole or part, is prohibited except by written permission from Summers/ WATER PI -ANT SYMBOL NAME SIZE USAGE own. Murphy & Partners, Inc. CINNAMOMUM CAMPHORA CAMPHOR TREE LAGERSTROEMIA L'BILOXI' 36" WHITE CRAPE MYRTLE LAURUS_NOBILIS 24 36" BAY LEAF LAUREL 2 4) LIRiODENDRON TULIPIFERA TULIP TREE sommmomm QUERCUS VIRGINIANA SOUTHERN LIVE OAK 36"BOX L - 36"BOX L 13 24"BOX - 24"BOX M 2 36'BOX M - 36"BOX M - 24"BOX M 7 72"BOX M .. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE PREPARED BY THE OWNER AND FURNISHED TO THE CONTRACTOR. AND AL!. REC:OMMENDAIIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF ALL PLANTING- AREAS. 2, ALL TREE AND SHRUB MATERIAL SPECIFIEDMUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED. IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF ACCEPTABLE SIZE AT THE TIME OF INSTALLATION, CONTACT . ANDSCAPE ARCHEI EC7 FOR SPECIES SUBSTITLL LION. DOWN SIZING OR SUBSTITUTION OF PLANT MATERIAL WITHOUT PRIOR WRITTEN APPROVAL. BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE WILL NOT BE ALLOWED. 3, TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE AD.IUSTMENT ,.N THE FIELD. WHENEVER FEASIBLE. TREES SHOULD BE PLANTED WI HI THE FOUOWINGI•ALXMU1vi DISTANCES: A. THREE FEET FROM ANY CCIY MAINTENANCE LIMIT LINE. B. FOUR FEET FROM UTILITY INSTALLATIONS WITHIN THE RIGHT-OF-WAY OF A PUBLIC OR PRIVATE STREET OR OTHER CITY OR HOMEOWNER ASSOCIATION FACILITY INCLUDING, BUT NOT LIMITED TO SEWERS, GAS, WATER, LINES, METER. VAULTS, CATCH -BASINS, ETC. C. FOUR FEET FROM FIRE HYDRANTS. D. FIFTEEN FEET FROM STREET LIGHT STANDARDS. E. TEN FEET FROM DRIVEWAYS, F. TREE LIMBS MUST HAVE A CLEARANCE OF 14.5 FEET OVER STREETS, 8 FEET OVER BICYCLE TRAILS, AND 7 FEET OVER PEDESTRIAN -.TRAVELED WAYS. NOTE: IN THE CASE OF CONFLICT WITH CITYS RECOMMENDED MINIMUM DISTANCES, THE MORE CONSERVATIVE MINIMUM DISTANCE WILL PREVAIL. 4. AL! TREES PLANTED WITHIN FIVE (5) FEET OF WALKWAYS, CONCRETE PAVING, BUILDINGS OR PUBLIC UTILITIES SHALL RECEIVE DEEP ROOT' BARRIERS, E AU- TREES LOCATED IN TURF AREAS SHA'_L BE INSTALLED WTI IT ARBOR GUARDS. 6. REMOVE-RELLIS FROM ALL VINES AND A - TACH TO FENCE OR'',NALL, 7. CONCEAL ALL IRRIGATION VALVES IN SHRUB AREAS WHERE POSSIBLE- OTHERWISE, ALL VALVE BOXES TO BE FLUSH WITH GRADE S. ALL PLANTER BEDS TO HAVE 3" LAYER OF MULCH. CONTRACTOR TO SUBMIT SAMPLE TO LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESEN I ATIVE PRIOR TO INS] ALLA I ION. 9. ORGANIC TOP DRESSING SHA: I_ 9F1 OREST FLOOR'- 0"-2" CUT. AVAILABLE FROM: AGUINA.GA FERTILIZER, 948.786.9558. OR AS SPECIFIED BY SOILS REPORT RECOMMENDATIONS. 10, NOTIFY COMMUNITY SERVICES DEPARTMENT, (661) 026-3724 FOR LANDSCAPE LNSPECTIDN PRIDR 10 EXCAVATION OF PLANTING PITS FOR PLANT MATERIAL, CITY STREET TREES, AND SETBACK REQUIREMENTS. 48 HOURS NOTICE REQUIRED. 11. LANDSCAPE INSTALLATION SHALL. NOT INTERFERE WIT -H LIGHTING OR ADDRESS SIGNAGE. A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION RECOMMENDATIONS. B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES. 0 I � ' I gt3 LIJ j � 4 Jia{Q DRAWING TITLE: TREE PLANTING LAYOUT DESIGNED SMP DRAWN _�^CR CHECKED SMP DATE 1/10/2020 JOB NO. 742825 CAD FILE GATD ENT_PT.dwg SHEET NUMBER i 23 OF SHEETS R • n CIOi w i! • i < i +t 0 ILLIA r Ui r s 12 y ♦ r DRAWING TITLE: TREE PLANTING LAYOUT DESIGNED SMP DRAWN _�^CR CHECKED SMP DATE 1/10/2020 JOB NO. 742825 CAD FILE GATD ENT_PT.dwg SHEET NUMBER i 23 OF SHEETS R KEY MAP L „ 7. o �•,g) NJRITE LANE 1;- r �l WINDERMERE STREET MARIAN WAY -."'' y r /- 1 J_ l - � � - LODEN DRIVE I , t r a651, 4 L _. .._ -__._. _i _.._ __ _ --__ 8 L / 't hdUIRLANDS PARKWAY WINDERMERE STREET y , (pr OC iv TREELCGEND (PLANT ONTY FOR THIS SHEET ONLY) gg T a _ i ,tea r SYMBOL NAME SIZE usnce ONTv CINNAMOMUM CAMPHORA 24""BOX M 3 I , `024�CAMPHOR TREE.. . [� L i 4J LAGERSTROEMIA I. BILOXI' 36' 36 BOX L qq ) WHITE GRAPE MYRTLE P A ` �� eo; ® LAURUS NOBILI.$ 36"BOX L I I \ 24r, 36" BAY LEAF LAUREL 24"BOX 2 I � µ I LIRIODENDRON TULIPIFERA 24"BOX M 24r, TULIP TREE E�I , � MAGNOLIA G. 'DD BLANCHARD' 36"BOX M - f 36" SOUTHERN MAGNOLIA i P'STACIA CHINENSIS 24"BOX L 24" CHINESE PISTACHE PYRUS C.'BRADFORD' 36"BOX M A s° 3E;'• 24.. BRADFORD PEAR 24"BOX M FUTURE QUERCUS VIRGINIANA 72"BOX M I�^ SOUTHERN LIVE OAK PA �3 } /2" EO 0106- .�- l �, y PLANTING NC}TE s 1. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMR: SOILS REPORT SHALL BE PREPARED BY THE OWNER AND FURNISHED TO THE CONTRACTOR, AND ALL RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRAC70R IN70 INSTALLATION OF ALL ��y, r"___ PLANTING AREAS. Al STANDARD INDUSTRY 7 \ ,, !. _ _ _ _ :/ ALL TREE AND SHRUB MATERIAL ENDIC SPED F:ED MUS MEET � 1,•-- - '`1 "-`� i--.-- � -`(� f � FOR THE CONTAINER SIZE �NDICATEJ. IF THE CONTRACTOR CANNOT LOCATE MATERIAOF I 1 _.>-_ .✓- ACCE.. ABLE S _E AT THE. TIME C} INSTALLATION. CONTACT LANDSCAPE ARCM TE FOR 1. .'-`""-'--------.•--_-k,--_-1-1--..—_-:,___.T_.__..�._:__-__' : F ''`.,, __. - * _.._. _... SPECIES SUBSTITUTION. DOWN SIZING OR SUBSTITUTION OF PLANT MATERIA. WITHOUT PRIOR '�✓ " r / """ _ �- ..m• r ,„.-. ,�,,,, / '` ' ~--"-' \ WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE / •� 1 j WILL NOT BE ALLOWED. 3. TREE LOCAPONSSHOWN ON PLAN MAY REQUIRE ADJUSTMENH iN [HE FIELD, WHENEVER 1' rj it,.�1+, i -�^ /� /� i \ j �•, j f %\ FEASIBLE, TREES SHOULD BE. PLANTED WITH THE FOLLOWING MINIMUM DISTANCES: -_,\_. / __ 1 _ -- w.`' A. THREE FEET FROM ANY CITY MAINTENANCE LIMIT LINE. B. FOUR FEET FROM UT IUTY INSTALLATIONS WITHIN THE RIGHT-OF-WAY OF A PUBLIC OR - PRIVATE STREET OR OTHER CITY OR HOMEOWNER ASSOCIATION FACILITY INCLUDING, BUT qq l '-""^ NOT LIMITED TO SEWERS, GAS, {NATER, LINES, METER, VAULTS, CATCH -BASINS, ETC. • T 1. __ — -- - _ ��m -z" C. FOUR FEET FROM FIRE HYDRANTS. D. FIFTEEN FEET FROM STREETLIGHT STANDARDS. E. TEN FEET FROM DRIVEWAYS. I P TREE LIMBS MUST HAVE A CLEARANCE OF 145 FEE 'I OVER STREETS, 8 FEET OVER BICYCLE. TRAILS AND 7FEE7GVER PEDESTRIAN-TRAVELEL'WAYS. T- - - - NOTE: IN THE CASE OF CONFLICT WITH CITY'S RECOMMENDED MINIMUM DISTANCES, THE MORE \ ' n f _. ,,,,,,,. -- _ __ __. ".- ... _),. _,. _-_ __ I -_ ._ _ .... I..__ _.. -.. y..-` \\ CONSERVATIVE MINIMUM DISTANCE WILL PREVAIL. - t.,-"�, i, N h ./ .-n .-.c.,_.__._T 1 _,.,.. r I,. ; J ..I. -- ^,•,•._...-.. _ .. i -- �"""` -" 4. ALLA '-TREES PLANTED WIT FIN FIVE 5 FEET OF WALKWAYS, CONCRETE PAVING, BUILDINGS OR 1 � / r� "'✓ � ./` r�!`-" '•. _..__ i PUBLIC U'CILTIES SHALL RECEIVE DEEP ROOT BARRIERS. - "'-"�L'--""-`-----\� •---.+.---- _.._. I� __ \4`� 1 / --.>� 5. ALL TREES LOCATED IN TURF AREAS SHALL BE INSTALLED WITH ARBOR GtlARCS. \X I�_F`./ 6. REMOVE TRELLIS FROM FILL VINES AVD ATTACH TO FENCE OR WALL. f , _ - ._ . 7, CONCEAL ALL IRRIGATION VALVES IN SHRUB AREAS WHE=RE POSSIBLE. OTHERWISE, ALL VALVE SOXES TO BE FLUSH NI rH GRADE s _` 8 ALL PLANTER BEDS TO IiAVE 3" LAYER OF MULCH. CONTRACTOR TO SUBMIT SAMPLE TO ,,i'I _ANDSCAPE ARCHITECT OR OWNER'S AU, REPRESENTATIVE PRIOR 701NSTAL(A'fION. '-`F '7- - Y �.. L I r` U C A ORGANIC TOP DRESSING SHALL SE TOREST FLOOR'- 0"-2" CUT. AVAILABLE FROM: AGO INAGA r � I FFR IL!ZER 949.786.9558. OR AS SPECIFIED BY SOILS REPORT RECOMMENDATIONS. 10. NOTIFY COMMUNITY SERVICES DEPARTMENT, ISM) 326-3724 FOR LANDSCAPE INSPECTION PRIOR \\ \ I X 1'0 EXCAVATION OF Pi.ANTING PITS FOR PLANT MATERIAL, CITY STREET TREES, AND SETBACK REQUIREMENTS. 48 HOURS NOTICE REQUIRED. .�� 11. uANDSCAPE INSTAL✓jTION SHIM NOT INTERFERE WITH LIGHTING OR ADDRFSS SIGNAGE. I I i I i (COTES. I I A PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR SIDEWALKS, CURB &GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION x f RECOMMENDATIONS. B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR ' EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES. 62 r SCALP: 1°=20'_On NORTH 0 20 40 60 80 smPlwo FNVIRON'•TENTA,_ DCSIGN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 2CO DANA POINT CA 92629 (949)443-1446 Renewal Dote 4r cote OF CAl FO '[hese drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method in whole or ar is prohibited except by written permission from Summers/ Murphy &. Partners, Inc, O LID LU d 0 { <�� DRAINING TITLE: TREE PLANTING LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE. 1/10/2020 JOB NO. 742826 CAD FILE GATD ENT_PT.dW9 SHEET NUMBER I 24 OF W SHEETS Li Uj • Ujr Duo t ry ' ■ f 0 + i i f w 0 06 �' y CID D 0[zzz LU F- af a y a 00 i DRAINING TITLE: TREE PLANTING LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE. 1/10/2020 JOB NO. 742826 CAD FILE GATD ENT_PT.dW9 SHEET NUMBER I 24 OF W SHEETS 0 LIMIT OF WORK REFER TO TRACT 7347 WHITE LANE & MUIRLANDS LANDSCAPING PLANS BY SMP l q X 3 X i r , 13 aAMMIU S MARIAN WAY WHITE LANE WINDERMERE STREET LODEN DRIVE MUIRANOS PARKWAY- �� a WINDERMERE SlREE7 NORTH TREE LEGEND (PLANT QN'IY FOR THIS SHEETONLY) WATER PLANT SYMBOL NAME SIZE_ USAGE ONITY. CINNAMOMUM GAMPHORA 24"BOX M 24" CAMPHOR TREE LAGERSTROEMIA I.'BILOXI' 36"BOX L '6 WHITE CRAPE MYRTLE LAURUS NOBILIS 36"BOX L 24"30" BAY LEAF LAUREL 24"BOX LIRIODENDRON TUL IPIFERA 24"BOX M 24" TULIP TREE X MAGNOLIA G. "DD BI ANCHARD' 36"BOX M 2 36" SOUTHERN MAGNOLIA PISTACIA_CHINENSIS 24"BOX L 3 241" CHINESE PISTACHE PYRUS C. 'BRADFORD' 36°BOX M - BRADFORD PEAR 24"BOX M 00" 24" QUERCUS VIRGINIANA 72"BOX M - SOUTHERN LIVEOAK PLANTING NOTES 1. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOLS REPORT SHALL BE PREPARED BY THE OWNER AND FURNISHED TO THE CONTRACTOR AND ALL RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF ALL PLANTING AREAS. 7, ALL TREE AND SHRUB MATERIA,_ SPECIFIED MUST MEET STANDARFS INDUSTRY SPECIFICATIONS FOR THE CONTAINER SZE INDICATED. IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF ACCEPTABLE SIZE AT 7HE TIME OF INSTALLATION, CONTACT LANDSCAPE ARCHITECT FOR SPECIES SUBSTITUTIONDOWN SIZI GOR SUBSTITUTION OFa PLANTMATERIAL WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT OR OWNERS AUTHORIZED REPRESENTATIVE WtL NOT BE ALLOWED 3 TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD. WHENEVER FEASIBLE, TREES SHOULD BE PLANTED WITH THE FOLLOWING MINIMUM DISTANCES: A. THREE FEET FROM ANY CITY MAINTENANCE 'LIMIT LINE. B. FOUR FEET FROM UTILITY INSTALLATIONS WITHIN THE RIGHT-OF-WAY OF A PUBLIC OR PRIVATE STREET OR OTHER CITY OR HOMEOWNERASSOCIA TION F=ACILITY INCLUDING, BUT NOT LIMITED TO SEWERS GAS, WATER, LINES METER, VALLTS, CATCH -BASINS, ETC, C. FOUR FEET FROM FIRE HYDRANTS. D. FIFTEEN FEET FROM STREET LGHT STANDARDS. E. TEN FEET FROM DR VEWAYS. F. TREE LIMBS MUST HAVE A CLEARANCE OF 14.5 FEET OVER STREETS, 9 FEET OVER BICYCLE TRAILS AND 7 FEET OVER PEDESTRIAN - TRAVELED WAYS. NOTE: IN THE CASE OF CONFLICT WITH Ci TY'S RECOMMENDED MINIMUM DISTANCES, THE MORE CONSERVATIVE MINIMUM DISTANCE WILL PREVAIL. R V 1 4 A� TREES PLANTED WITHIN HIN FIVE -3 FEET OF WALKWAYS, CONCRETE PAVING. BUILDINGS OR PUBI_ICIANW'IESSHALI RFCE,IVF DEEP ROOT BARRIERS. o. ALL TREES LOCATED IN TURF AREAS SHALL BE INSTALLED WIT HARBOR GUARDS. 5 REMOVE TRELLIS FROM ALL VINES AND ATTACH TO FENCE OR "ALL. 7 CONCEAL ALL IRRIGATION VALVES IN SHRUB AREAS WHERE POSSIBLE. OTHERWISE, ALL VALVE BOXES TO BE FLUSH WITH GRADE n I .. A PLAN -ER BEDS . T O HAVE 3" ]LAYER OF MULCH. CONTRACTOR TO SUBMITSAMPLE TO L AN;)SGAPE ARCHITECT OR OWNER'S AUT HORIZED REPRESENTATIVE PRIOR TO INSTALLATION. T F 9 RGANIC TOP DRESSING SHALL BE'FORES FLOOR C 2' CU.. AVA (ABLE FROM A- UINAGA •FERT',LIZER 949.786.95M. OR AS SPECIFIED BY SOR S REPORT.' RECOMMENDATIONS, 10. NOTIFY COMMUNITY SERVICES DEPARTMENT", (661) 326-3724 FOR LANDSCAPE INSPEC T iON PRIOR TO EXCAVATION OF PLANTING PITS FOR PLANT MATERIAL, CITY STREET TREES AND SETBACK REQUIREMENTS. 48 HOURS NOTICE REQUIRED. 11. LANDSCAPE INSTALLATION SHALL NOT INTERFERE WITH i IGHT'.NG OR ADDRESS SIGNAGE. NOTES: A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION RECOMMENDATIONS. B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES. SCALE: V=20'—O" I OMEN .-_._...._L-. NORTH l 0 20 40 60 80 ENVIv04,ArRTAL DESIGN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST LWY SUITE 200 DANA POINT CA 92629 ;949}443-1446 These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part, is Eimhebited except by written permission from Summers/ Murphy & Partners, Inc. Z 0 � 3 LU i w O i' r I r 1 aAMMIU S MARIAN WAY WHITE LANE WINDERMERE STREET LODEN DRIVE MUIRANOS PARKWAY- �� a WINDERMERE SlREE7 NORTH TREE LEGEND (PLANT QN'IY FOR THIS SHEETONLY) WATER PLANT SYMBOL NAME SIZE_ USAGE ONITY. CINNAMOMUM GAMPHORA 24"BOX M 24" CAMPHOR TREE LAGERSTROEMIA I.'BILOXI' 36"BOX L '6 WHITE CRAPE MYRTLE LAURUS NOBILIS 36"BOX L 24"30" BAY LEAF LAUREL 24"BOX LIRIODENDRON TUL IPIFERA 24"BOX M 24" TULIP TREE X MAGNOLIA G. "DD BI ANCHARD' 36"BOX M 2 36" SOUTHERN MAGNOLIA PISTACIA_CHINENSIS 24"BOX L 3 241" CHINESE PISTACHE PYRUS C. 'BRADFORD' 36°BOX M - BRADFORD PEAR 24"BOX M 00" 24" QUERCUS VIRGINIANA 72"BOX M - SOUTHERN LIVEOAK PLANTING NOTES 1. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOLS REPORT SHALL BE PREPARED BY THE OWNER AND FURNISHED TO THE CONTRACTOR AND ALL RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF ALL PLANTING AREAS. 7, ALL TREE AND SHRUB MATERIA,_ SPECIFIED MUST MEET STANDARFS INDUSTRY SPECIFICATIONS FOR THE CONTAINER SZE INDICATED. IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF ACCEPTABLE SIZE AT 7HE TIME OF INSTALLATION, CONTACT LANDSCAPE ARCHITECT FOR SPECIES SUBSTITUTIONDOWN SIZI GOR SUBSTITUTION OFa PLANTMATERIAL WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT OR OWNERS AUTHORIZED REPRESENTATIVE WtL NOT BE ALLOWED 3 TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD. WHENEVER FEASIBLE, TREES SHOULD BE PLANTED WITH THE FOLLOWING MINIMUM DISTANCES: A. THREE FEET FROM ANY CITY MAINTENANCE 'LIMIT LINE. B. FOUR FEET FROM UTILITY INSTALLATIONS WITHIN THE RIGHT-OF-WAY OF A PUBLIC OR PRIVATE STREET OR OTHER CITY OR HOMEOWNERASSOCIA TION F=ACILITY INCLUDING, BUT NOT LIMITED TO SEWERS GAS, WATER, LINES METER, VALLTS, CATCH -BASINS, ETC, C. FOUR FEET FROM FIRE HYDRANTS. D. FIFTEEN FEET FROM STREET LGHT STANDARDS. E. TEN FEET FROM DR VEWAYS. F. TREE LIMBS MUST HAVE A CLEARANCE OF 14.5 FEET OVER STREETS, 9 FEET OVER BICYCLE TRAILS AND 7 FEET OVER PEDESTRIAN - TRAVELED WAYS. NOTE: IN THE CASE OF CONFLICT WITH Ci TY'S RECOMMENDED MINIMUM DISTANCES, THE MORE CONSERVATIVE MINIMUM DISTANCE WILL PREVAIL. R V 1 4 A� TREES PLANTED WITHIN HIN FIVE -3 FEET OF WALKWAYS, CONCRETE PAVING. BUILDINGS OR PUBI_ICIANW'IESSHALI RFCE,IVF DEEP ROOT BARRIERS. o. ALL TREES LOCATED IN TURF AREAS SHALL BE INSTALLED WIT HARBOR GUARDS. 5 REMOVE TRELLIS FROM ALL VINES AND ATTACH TO FENCE OR "ALL. 7 CONCEAL ALL IRRIGATION VALVES IN SHRUB AREAS WHERE POSSIBLE. OTHERWISE, ALL VALVE BOXES TO BE FLUSH WITH GRADE n I .. A PLAN -ER BEDS . T O HAVE 3" ]LAYER OF MULCH. CONTRACTOR TO SUBMITSAMPLE TO L AN;)SGAPE ARCHITECT OR OWNER'S AUT HORIZED REPRESENTATIVE PRIOR TO INSTALLATION. T F 9 RGANIC TOP DRESSING SHALL BE'FORES FLOOR C 2' CU.. AVA (ABLE FROM A- UINAGA •FERT',LIZER 949.786.95M. OR AS SPECIFIED BY SOR S REPORT.' RECOMMENDATIONS, 10. NOTIFY COMMUNITY SERVICES DEPARTMENT", (661) 326-3724 FOR LANDSCAPE INSPEC T iON PRIOR TO EXCAVATION OF PLANTING PITS FOR PLANT MATERIAL, CITY STREET TREES AND SETBACK REQUIREMENTS. 48 HOURS NOTICE REQUIRED. 11. LANDSCAPE INSTALLATION SHALL NOT INTERFERE WITH i IGHT'.NG OR ADDRESS SIGNAGE. NOTES: A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION RECOMMENDATIONS. B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES. SCALE: V=20'—O" I OMEN .-_._...._L-. NORTH l 0 20 40 60 80 ENVIv04,ArRTAL DESIGN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST LWY SUITE 200 DANA POINT CA 92629 ;949}443-1446 These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part, is Eimhebited except by written permission from Summers/ Murphy & Partners, Inc. Z 0 � 3 LU i w O r I DRAWING TITLE: TREE PLANTING LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE 1 11 012 02 0 JOB NO. 742825 CAD FILE GATS ENT PT.dW9 SHEET NUMBER 25 OF 25 SHEETS r r rLUCIO ico 0 rr 0M (Y< 0 tor iH a � y y r r DRAWING TITLE: TREE PLANTING LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE 1 11 012 02 0 JOB NO. 742825 CAD FILE GATS ENT PT.dW9 SHEET NUMBER 25 OF 25 SHEETS W C.L I 0, A ,z SyY' PARK I KEY MAP NORTH 0 20 40 60 80 IMR, f"D EN4RONM-LITAL RESIGN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HVVY SUITE 200 DANA PC' NT CA 92629 (949)443-1446 $�Renerval Paie�� F DF CAl1FC?F These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc, and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use, repm- duction or publication by any method, in whole or part, is. prohibited except by written permission from Summers/ Murphy & Partners, Inc z 0 m 1 I ; ! 7 w ; IIS- c�i I' rf b L_ ,�,�a. �' i WHITELANE WINDERMERE STREET MARIAN WAY �^i^ .1 I� LADEN DRIVE a (D LIjr 'A 5 114 r .' MUIRLANDS PARKWAY Y WINDERMERE STREET Cl)Ltj •. ^a� NORTH -',w SHRUB & GRONDCOVR LEGEND (PLANT ONTY FOR THIS SHEET ONLY) SYMBOL YJATER NAME SIZE USAGE PLANT CINTY. �a __. ARCTOSTAPHYLOS UVA-URSI 1 GAL M 20 BEARBERRY @36^ O.C. cr_ CALLISTEMON'LITTLEJOHN'_ 1 GAL L 136 DWARF BOTTLEBRUSH @36^ O.C. x> DIETES IRDIOIDES 5 GAL L 159 FORNIGHT LILY @42`0C, HEMEROCALLIS SPP_ 1 GAL M 270 ' RED DAYLILY @36" O.C. LANTANA M. 'WHITE LIGHTNIN' 1 GAL L M TRAILING WHITE LANTANA @48"O.C. LIGUSTRUM JAPONICUM 5 GAL. L JAPANESE PRIVET @54`0.C. MYOPORUM PARV€FOLIUM 1 GAL L TRAILINGMYLOPORUM @54"O.C. • NANDINA D. 'MOON BAY' 1 GAL L HEAVENLY BAMBOO @36^ O.C. r NERIUM O.'LITTLE RED' 5 GAL L 83 DWARF OLEANDER @42" O.C. RHAPHIOLEPIS L'BALLER€NA" 1 GAL M 109 DWARF INDIAN HAWTHORN @36"O.C. RHAPHIOLEPIS (.'JACK EVANS' 5 GAL M 53 INDIAN HAWTHORN @48" OC, r ROSA'BRILLIANT PINK ICEBERG' 1 GAL M 84 PINK ICEBERG ROSE @36" O.C. L ROSA FLORIBUNDA'ICEBERG' 1 GAL M --- WHITE ICEBERG ROSE @a6^ O.C. MM ROSAx'NOARE' 'I GAL M 340 FLOWER CARPET RED ROSE @36^ O.C. ROSMARINUS O.'PROSTRATUS' 1 GAL L - TRAILING ROSEMARY @48"O.C. O. 'TUSCAN BLUE' 5 GAL L [07*ROSMARINUS TUSCAN BLUE ROSEMARY @aa^ D.C. SYMBOL NAME NO SHREDDED BARK MULCH 3" DEEP - WESTERN RED CEDAR $—SYYMBOLL �}°�q VINELLGEND TY FOR THIS SHEET ONLY) VINE (PLANT" OR SYMBOL WATER NAME SIZE USAGE P`1ANT CN1V DISTICTUS BUCCINATORIA 5 GAL M 12 BLOOD RED TRUMPET VINE_ REFER TO TREE PLANTING LAYOUT SHEETS FOR GENERAL PLANTING NOTES NOTES: A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION RECOMMENDATIONS. B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES. I] SALE: 1"=20'-O" NORTH 0 20 40 60 80 IMR, f"D EN4RONM-LITAL RESIGN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HVVY SUITE 200 DANA PC' NT CA 92629 (949)443-1446 $�Renerval Paie�� F DF CAl1FC?F These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc, and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use, repm- duction or publication by any method, in whole or part, is. prohibited except by written permission from Summers/ Murphy & Partners, Inc z 0 I ; ! 7 w ; IIS- c�i r DRAWING TITLE: SHRUB PLANTING LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE 1110(2020 JOB NO, 742825 CAD PILE GATD ENT PS.dwg SHEET NUMBER PSMI 26 OF SHEETS r • (D LIjr r UJ Cl)Ltj Ci LU cr_ r FL 0 M r • M • r r r i DRAWING TITLE: SHRUB PLANTING LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE 1110(2020 JOB NO, 742825 CAD PILE GATD ENT PS.dwg SHEET NUMBER PSMI 26 OF SHEETS 72 Il I,I lk I CD Now �ME M 1T T { ~ µ -fig v t�L,-600Now U) NO OF \IqORK , I m 14 4 MARIAN WAY WHITE LANE WINDERMERE STREET LODEN DR,VE MIT RLANDS PARKWAY j 1 I I I I E °a�f WINDERMERE STREET r�--- D� a1 �igQdQ� NORTH SHRUB & GROUNDCVER LE$GEN,,, D.', (PLANI'QNTY F OR THI S SH EE'T ONLY) SYMBOL NAME SIZE USACF QN Y Ld AR_CTOSTAPHYLOS UVA-URSI 1 GAL M - '= BEARBERRY @3e"0.C. UJ CALLISTEMON "LITTLE JOHN' 1 GAL L 271 DWARF BOTTLEBRUSH @36" 0,0_ w DIETES IRDIOIDES 5 GAL L 13 \. ._ FORNIGHT LILY @42"0,C. - x HEMEROCALLIS SPP. 1 GAL M s, RED DAYLILY @36"O:c. a - LANTANA_M.'WHITE LIGHTNIN' 1GAL L !' a' TRAILING WHITE LANTANA @415" 0,C. - LIGUSTR_UM JAPONICUM 5 GAL I JAPANESE PRIVET @54"O.C. 0 IL MYOPORUM PARVIFOLIUM 1 GAL L * 4 TRAILING MYOPORUM @54'O.C. NAND€NA D. MOON BAY' 1 GAL L - --- HEEAVEN_LY BAMBOO @ae° O.+„ UJ NERIUM O. 'LITTLE RED' 5 GAL L 65 UJ DWARF OLEANDER @42"O.C. < w �.v �J✓l�%�C RHAPHIIJLEPI L' i _ DWARF INDIAN HAWTHORN @w, 0.0, RHAPHIOLEPIS L 'JACK EVAN 5 GAL M 126 INDIAN HAWTHORN @48" O,r. ROSA BRILLIANT PINK ICEBERG' 1 GAL M - ___ — PINK -1 CEBERG ROSE @ss^ O.C. ROSA FLORIBUNDA'ICEBERG' 1 GAL M WHITE ICEBERG ROSE @36' O.C. ROSAx'NOARE' 1 GAL M 82 FLOWER CARPET RED ROSE @3E°tea �a ROSMARINUSO.'PROSTRATUS' 1GAL L L TRAILING ROSEMARY @48"O.C. 000 ROSMARINUS O.'TUSCAN BLUE' 5 GAL L TUSCAN BLUE ROSEMARY @413" O.C. SYMBOL NAME NO SHREDDED MULCH SYMBOL _BARK 3" DEEP - WESTERN RED CEDAR VINE LEGEND (PLANTONTY FORTHE SHEETONLY; WATER 11 -ANT SYMBOL NAME SIZE USAGE aNrv. DISTICTUS BUCCINATORIA 5 GAL M - BLOOD RED TRUMPET VINE NOTES: A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION RECOMMENDATIONS. B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR EXACT LOCATIONS AND DEPTH OF ALL, 1gD��RYI1�-�UTILIITIES.. "=20'-O" NORTH 0 20 40 60 80 MI-Tu ENV. W?HMENTAI_ CESJGN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST MY SUITE 200 DANA POINT CA 92&29 (949)443-1446 - These drawings and/or the accompanying specifications are the exclusi\m property of Summers/Murphy & Partners, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy .& Partners, Inc. F O j 1 I I I I E L! 4 D� a1 �igQdQ� DRAWING, TITLE„ j SHRUB PLANTING LAYOUT i OESkGhJED SMP j i DRAWN CRI I CHECKED SMPi DATE 1110/2020j 1 JOB NO, 742825. I CAD FILE SAM ENT_PS.dwg 1 SHEET NUMBER I i 27 OF SHEETS. 4 Ld • UJ Uj N EL w M r Co '� a a • a 0 IL * 4 0 z UJ fLLja 0 111 Lu UJ M < w i DRAWING, TITLE„ j SHRUB PLANTING LAYOUT i OESkGhJED SMP j i DRAWN CRI I CHECKED SMPi DATE 1110/2020j 1 JOB NO, 742825. I CAD FILE SAM ENT_PS.dwg 1 SHEET NUMBER I i 27 OF SHEETS. Im MARIAN WAY MUIRLANDS PARKWAY WHITE LANE WINDERMERE S TREET LODEN DR?VE WINDERMERE STREET NORTH SHRUB & I I i I F 1 i I I I i I P SYMBOL Im MARIAN WAY MUIRLANDS PARKWAY WHITE LANE WINDERMERE S TREET LODEN DR?VE WINDERMERE STREET NORTH SHRUB & GROUNDCOV ER LEGEND (PIANff ONTY FOR I H19SHEET ONLY) SYMBOL NAME SIZE Lu:Gc QNrf. ,�n°, ARCTOSTAPHYLOS UVA-URSI 1 GAL M i1J Q iJ lz�tiLrxy" r @36° ac. f I I CALLISTEMON'LITTLEJOHN' 1 GAL L 1 1 GWARFBOTTLEBRUSH @36"D.C. DIETES IRDIOIDES Im MARIAN WAY MUIRLANDS PARKWAY WHITE LANE WINDERMERE S TREET LODEN DR?VE WINDERMERE STREET NORTH SHRUB & GROUNDCOV ER LEGEND (PIANff ONTY FOR I H19SHEET ONLY) SYMBOL NAME SIZE Lu:Gc QNrf. ,�n°, ARCTOSTAPHYLOS UVA-URSI 1 GAL M i1J Q iJ lz�tiLrxy" BEARSERRY @36° ac. CALLISTEMON'LITTLEJOHN' 1 GAL L EEI GWARFBOTTLEBRUSH @36"D.C. DIETES IRDIOIDES 5 GAL L FORNIGHT LILY @42" O.C. € ll", HEMEROCALLIS SPP. 1 GAL M 187 s RED DAYLILY @36° O.C. ,rj 7 LANTANA M. 'WHITE L€GHTNiN' 1 GAL L LL1 TRAILING WHITE LANTANA @4s° O.C. CID 7- LIGUSTRUM JAPONICUM 5 GAL L 47 ON ME JAPANESE PRIVET @54^ O.c. MYOPORUM PARVIFOLIUM 1 GAL L 95 LLJ TRAILING MYOPORUM @54"O.C. NANDINA D. 'MOON BAY' 1 GAL L HEAVENLY BAMBOO @38° O.c. J CLA NERIUM O.'LITTLE RED' 5 GAL L 144 \ DWARF OLEANDER @42"O.C. G i RHAPHIOLEPIS L BALLERINA' 1 GAL M 276 DWARF INDIAN HAWTHORN @36° O c. \r RHAAPHIOLEPIS (.'JACK EVANS' 5 GAL M 10 • INDIAN HAWTHORN @48"O.C. ' ROSA'BRILLIANT PINK ICEBERG' 1 GAL M 101 PINK ICEBERG ROSE @w, O C. ROSA FLORIBUNDA_°ICEBERG_' 1 GAL. M - WHITE ICEBERG ROSE @Dw-O.C. +i ROSAx'NOARE' 1 GAL M 264 ROWER CARPET RED ROSE qw, O.C. i ROSMARINUS O.'PROSTRATUS' 1 GAL. L - TRAILING ROSEMARY @48"O.C. ROSMARINUS O.'TUSCAN BLUE' 5 GAL L L TUSCAN BLUE ROSEMARY @48^0C. NO SHREDDED BARK MULCH / LEGEND r 3'° DEEP - WESTERN RED CEDAR VINE LEGEND (PLANT QNTY FOR THIS SHEET ONLY) AT ER PANT SYMBOL NAME SIZE USAGE QNIY DISTICTUS BUCCINATORIA 5 GAL M BLOOD RED TRUMPET VINE NOTES; A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION RECOMMENDATIONS. B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES. S D WI, ENNIRDNN F4TAL DPSI N SUMMERVIAURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 2CC DANA POINT CA 92629 (949) 443-1446 7-31-20 20 i 7-3i f ` Renewal ` /* `IT Dat/P These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and pubii- canon shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. Z o co W I ' j � I i1J Q iJ Uj DRAWING TITLE: SHRUB PLANTING LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE 1(1012.020 JOB NO, 742825 CAD FILE CATD ENT_PS."g SHEET NUMBER 28 OF SHEETS Uj w- Ld EL- LL1 CID 7- '• \ LU \ LLJ rM J CLA MI 0 \ \r • +i y i 2 DRAWING TITLE: SHRUB PLANTING LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE 1(1012.020 JOB NO, 742825 CAD FILE CATD ENT_PS."g SHEET NUMBER 28 OF SHEETS KEY MAP _ I' >, 4ip ,li -WHITE LANE WINDERMERE STREET MARIAN WAY '4 —1 li LODEN DRIVE A / __' :f 7- 7' `...._ +-_7�t S i tlT _. {j„ } i (/^�. qg E �gg i8 yp� , .^.^.,,. MUIRLANOS PARKWAY - ;- - I- -..__..- _ .._. l ,r �r L S T 8 0 �i E L d l -__.._ _- ... , __._. ... _ - `' �""c.: Y WINDERMERE SIREE'F - r A- _ __— L i_ SHRUB g /'r �-g /y� {p�g^q �a�ry; /t�,�f-� LEGEND NORTH --____ -__ '.{' I I ! I7I' UB tX 6 ROUIV&.Ot✓U1 ER LEGEND {PLANT QNTY FOR THIS SHEET ONLY) waxer: PI -ANT SYMBOL NAME SIZE M ARCTOSTAPHYLOS UVA-URSF 1 GAL . j �y �-r- - BEARBERRY @36°o.c. 1 CALLISTE€ ON'LITTLEJOHN' 1 GAL L FUTURE ✓"'- I I�il DWARFBOTTLEBRUSH @3s°a.c. DIETES IRDIOIDES 5 GAL L i _ AS Ptd j ;� � � j �� I � FORNIGHT LILY @42° a.c. a H_EMEROCALLISSPP. 1GAL M I I RED DAYLILY @36° O.C. LANTANA M. 'WHITE LIGHTNIN' 1 GAL L h � - r TRAILING WHITE LANTANA @48"O.C. 54 55 50 5 I LIGUSTRUM JAPONICUM 5 GAL L v JAPANESE PRIVET @�° O.c. I -� MYOPORUM PARVIFOLIUM 1 GAL L 19 TRAILING MYOPORUM @54°O.c. NANDINA D. 'MOON BAY' 1 GAL L HEAVENLY BAMBOO @36" O.O. NERIUM O.'LITTLE RED' 5 GAL L DWARF OLEANDER @42" O C, �� RHAPHIOLEPiS L'BALLERINA' 1 GAL M 76 FUTURE C I 10 % DWARF INDIAN HAWTHORN @36"O.C. RHAPHPASS r._ I NDIANIHAWTHORN OLEPIS CKEVANS' @48' 0,C. M A_Ml r t / \ ROSA'BRILLIANT PINK ICI BERG' 1 GAL M - _ t i ", ' 36" O.C. � I PINK ICEBERG ROSE @' 4 11a 1 � y, �� i I � '� � I i ' �, ��` � ROSA FLORIBUNDA `ICEBERG' 1 GAL M rc�j �T WHITE ICEBERG ROSE G38"a.(;, ROSAx'NOARE' 1 GAL M 33 FLOWER CARPET RED ROSE C " R_OSMARINUS O.'P_ROSTRATUS' 1 GAL L 45 f @aa° O.C. \\ TRAILING ROSEMARY ROSMARINUS O.'TUSCAN BLUE, 5 GAL L CHAPLIN PLACE'. . T- � j� �.uo� TUSCAN BLUE ROSEMARY @48`0,C. 0 oma' ��' - --;� -- --(private) - - _ _ _ - _ _ _ SYMBOL NAME - > _.._1 svMeol. SHREDDED BARK MULCH 3" DEEP - WESTERN RED CEDAR - _ ( ,1. / VINELEGEND (PLANT QNTY FOR THIS SHEET ONLY} ( e PLANT i' SYMBOL NAME SIZE USAGE ONTY. �, 'IFS DISTICTUSBUCCENATORW SGAL M BLOOD RED TRUMPET VINE \ {-4 I REFER TO TREE PLANTING LAYOUT SHEETS FOR GENERAL PLANTING NOTES ! I NOTES: A, PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER &ASSOCIATES) FOR - L SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION 7 RECOMMENDATIONS. 61 62 I ! I B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR yyr, EXACT LOCATIONS AND DEPTH OF ALL. DRY UTILITIES. 14 i SCALE: 1"=20'-0" i i i wi F NORTH0 20 40 60 80 smr E N V I4'TW, F. STA lEim I GNI SLISSER&MURPHY R PARTNERS, INC. ,4t97 COAST NAVY SHITE 200 DANA POINT CA 926N (949)443-1446 These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part, is prohibited except by written Permission from Summers/ Murphy & Partners, Inc. 0 � 1 I Iz I I A <j ~I DRAWING TITLE: SHRUB PLANTING LAYOUT DESIGNED SMP DRAWN CR{ CHECKED SMP DATE1110/2020 JOB NO. 742825 CAD FILE GAI"D ENT_PS.3r,rq SHEET NUMBER 29 OF M SHEETS A :D LEI LLj UJ ir W 061 ■ M t w h II ti Ir 4 ry y r t r rr DRAWING TITLE: SHRUB PLANTING LAYOUT DESIGNED SMP DRAWN CR{ CHECKED SMP DATE1110/2020 JOB NO. 742825 CAD FILE GAI"D ENT_PS.3r,rq SHEET NUMBER 29 OF M SHEETS ME MARIAN WAY MUIRLANDS PARKWAY WHITE LANE WINDERMERE STREET LODEN DRIVE WINDS+3MFRE SIREET q NORTH SHRUB &GROUIMDCVV LEGEND (PLANT ONTY FOR THIS SHEET ONLY) SYMBOL NAME SIZE WATER uS E P�NT qM1 I I I I � qty ; ARCTOS'TAPHYLOS UVA-URSI 1 GAL M <11 BEARBERRY @36., OC. �. CALL ISTEMON 'LITTLE JOHN' 1 GAL L x DWARF BOTTLEBRUSH @36., O.C. DIETES IRDIOIDES 5 GAL L - • FORNiGHT LILY @42" O.C. HEMEROCALLIS SPP. 1 GAL M 41 I " RED DAYLILY @36" O.C. 0 LANTANA M. 'WHITE LIGHTNIN' 1 GAL L 16 TRAIL. ING`PA ITELANTANA @48" O.C. LIGUSTRUM JAPONICUM 5 GAL L 16 ) JAPANESE PRIVET @54° O.C. Q MYOPORUM PARVIFOLIUM 1 GAL L 29 TRAILING MYOPORUM @54"D.C. NANDINA D.'MOON BAY 1 GAL L 33 HEAVENLY BAMBOO @36" O.C. NERIUM O.'LITTLE RED' 5 GAL L 37 DWARF OLEANDER @4T O.C. l6T' ��aG RHAPHIOLEPI I,'BALL RiN - a DWARF INDIAN HAWTHORN @36° O.C. RHAPHIOLEPIS (.'JACK EVANS' 5 GAL M 40 INDIAN HAWTHORN @46°0.C. V. ROSA'BRILLIANT PINK ICEBERG' 1 GAL M - PINK ICEBERG ROSE @36" O.C. ROSA FLORIBUNDA'ICEBERG' 1 GAL M 65 J, WHITE ICEBERG ROSE (a)36" o.C. ROSA x'NOARE' 1 GAL M 96 FLOWER CARPET RED ROSE @36^ O.C. ROSMARINUS O.'PROSTRATUS' 1 GAL L TRAILINGROSEMARY @48' O.C. ROSMARINUS O.'TUSCAN BLUE_' 5 GAL L TUSCAN BLUE ROSEMARY @48" O.G. NAME No SHREDDED BARK MULCH SYMIIOL See DEEP - WESTERN RED CEDAR VINE LEGEND (PLANT QNTY FOR THIS SHEET DNLY) WATER Pt T SYMBOL NAMESIZE USAGE aNTY. BLOOD RS BUCCINATORIA 5 GAL M TUS B — TRUMPET VINF i • R NOTES: A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION RECOMMENDATIONS. S. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES. SIMAay`�""� '1'� SS S+A €NVIRONMFNTA 2EriGN SUMMERSIMURPHY A PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629 (9949) 4431446 t,\ Renewal Da{e \`nT Date or CALIFOCl These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi- cation Shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy Ru Partners, Inc. 0 I i � LLI CD I I I I � I <11 DRAWING TITLE: SHRUB PLANTING LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE 1110/2020 JOB NO. 742825 CAD FILE GATD FNT—PS.dvg SHEET NUMBER 30 OF SHEETS V,,4 --r, CD • CO • < LU ca 0 ) ' • oco < r • < f� • 4 � < DRAWING TITLE: SHRUB PLANTING LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE 1110/2020 JOB NO. 742825 CAD FILE GATD FNT—PS.dvg SHEET NUMBER 30 OF SHEETS V,,4 --r, U a 2' LEGEND � {/1 �� _ 1. (t) 8- 'ARBOR GUARD' FOR EACH / 1 TREE IN TURF BY DEEP ROOT / 2 r k �� 1 6, 2 / 1. 1. 5, OR 15 GALLON SHRUB iIv'} - - CORP ) 714 898-0668. 11 / 2. TOP OF ROOT BALL TO BE 1" ABOVE PLAN VIEW 3 , 3 2. 2 LA OF MULCH v '--_-..._ - � FINISH GRADE. „ // LAYER NOTE i. SCALE: N.T.S. \ r J / 4 3. 3" HIGH WATER BASIN -SEE 4 3. 3" WATER BASIN ATTACH GUYS TO --_.__-------. / l /t SPECIFICATIONS � � MAJOR TRUNKS � 4. FINISH GRADE ONLY.-� u _�II 5. BACKFILL MIX - SEE SOILS REPORT.LEGEND 4. FINISH GRADE 2 _ _ 1 O q Tf~�m" �5 6. PLANTING TABLET - SEE SCHEDULE m 1. {3} 314" BLACK RUBBER HOSE v r, -- - - 6 t. ROOTBALL / f 5. AMENDED SOIL FOR PLANTING OR Q('Y --- - - SEE SOILS REPORT 3 2, 112x6 LONG GALVANIZED STEEL a e \ - 1 TURNBUCKLE8 NATIVE SUBGRADE -..---(7 / - 6 6. PLANT PIT EXCAVATION 3. 3132" BRAIDED CABLE W/ 1/2"x3' LONG 7 Fd 9, 4" DIA. FLEXIBLE PERFORATED ` r R I i DRAIN !PE ENCIRCLING BASE C:rF "; b 7 PVC TUBING j -- * C- 8 -1 7. PLANTING TABLETS -SEE - PLANTING PET'. CONNECT TO � 4, {3}'DUCKBIL_L' EARTH ANCHOR.. MFG, III � -- SCHEDULE FOR QTY. 9 VERTIAL PIPE, ROUND PIPEBY V. PRODUCTS 619673-1760 _ WITH FIER A$5. ROOT BALL '- 8 8. ROOTBALL _TE 10 10. 4"' DIA. VERIPE. CAL NECT TO PIPE AT _ f i -- / 4 FOR PLANTING, REFER TO TREE 2X ROOTBA L DIA. SURROUND PAPE WITH FILTER ROOTBALL- y DRAIN PIPE. CO 9 NOTES: ---- 9. NATIVE SUBGRADE _ SUR OF PDT AND CAP A SURFACE. GIA. PLANTING DETAIL, FOR STAKING, REFER TO TREE STAKING DETAIL. SECTION VIEW FABRIC. SECTION VIEW NOT TO SCALE 11. 2" LAYER OF MULCH NOT TO SCALE 5 SECTION VIEW FOR 36" BOX TREES AND LARGER SCALE: 1/2" = 1'l TREE GUYINGTREE PLANTINGSCALE: NOTED A SHRUB PLANTING NOT TO SCALE l y s Cw a i a PREVAILING TRUNK PLANTER WIND 12PLANTING TABLET SCHEDULE ROOT PLAN 4uCONTROL GRO-POWER PLANTING TABLETS FOR CONTAINER -GROWN PLANTS BARRIER \LEGEND € \ c =-SIDEWALK 'CINCH -71E' BY V.I.T. CO. (619) 673-1760 1 GALLON CONTAINER RECEIVES 2-3 TABLETS S\ / mA - PLAN VIEW i i \ I i /err 2. LODGEPOLE PINE STAKE COPPER NAPHTHENATE _ _ NOT TO SCALE 3 GALLON CONTAINER RECEIVES 3-6 TABLETS { s li/i', .. v', .%l 1 IMPREGNATED. 2-1/2" DIA. x 12' LONG FOR 24" BOX k - CURB L - AND SMALLER. 5 GALLON CON"GAINER RECEIVES 6-9 TABLETS -� 1( 0 3. 12" DIA. MINIMUM, 2" THICK MULCH RING AROUND / 7 GALLON CONTAINER RECEIVES 8-10 TABLETS Ill 1. CONCRETE PAVING - REFER TO - f �; BASE AT TURF AREAS PLANS Tv 4. TOP OF ROOT BALL, TO BE 1"" ABOVE FINISH GRADE 10 GALLON CONTAINER RECEIVES 10-12 TABLETS ` 2. ONE PIECE, MOLDED AND I 3 15 GALLON CONTAINER RECEIVES 12-15 TABLETS f RIBBED ROOT BARRIER. \ d 5. 3°' ISH NATER BASIN -SEE SPECS f€ 6. FINISH GRADE RIBS TO BE A MINIMUM OF 1/8"' 4 7. PLANTING TABLET - SEE SCHEDULE FOR QTY. 20"-24" BOX RECEIVES 14-16 TABLETS r _ 11', WIDE x 1(2" DEEP, AND FACING G I / - 8. BACKFILL MIX -SEE SOILS REPORT 30"BOX RECEIVES 16-18 TABLETS /^ THE TREE. ROOT BARRIER TO 5 Ui 9. ROOTBALL �{ 1 BE MADE POLYETHYLENE 36" BOX RECEIVES 18-20 TABLETS � j 1 L. PLASTIC WIU1UL'1'RAVIOLET 6 10. NATIVE SUBGRADE 42" BOX RECEIVES 20-22 TABLETS E // r ? NHI$lTORS..085"" THICK MIN. 24" - NOTE: DEEP x 10' LONG (5' EACH SIDE �r IN.. TWO TIES (TOP & BOTTOM) 48" BOX RECEIVES .22-24 TABLETS 6 FROLM P,h#Y HAR7SCAPE REFETALL WITH R 4 _ 7 REQUIRED. USE THIRD TIE WHEN OF LARGER SIZES: FOR EACH 1/2" CA - 60°' BOX RECEIVES 32-36 TABLETS _ �1 NECESSARY TO HOLD TREE IN til O PLAN ABOVE. C3 8 p - UPRIGHT POSITION. TIES TO BE CALIPER USE: 3 4 TABLETS 3. ROOT BALL ( SECURED TO AVOID SLIPPAGE ® LAI --- 4 NOTES: - g {WRAP STAKE TO FORMP -- % 4. AMENDED BACKFILL MIX 1 _ S. NATIVE SUBGRADE - FIGURE EIGHT. NAIL W1(1) _ -� 10 GA!_V, NAIL THROUGH EACH SOD LAWN SHALL BE AG -1 HYBRID BERMUDA - - a FOR PLANTING, REFER TO TREE PLANTING SECTION VIEW TIE INTO POLE. SECTION VIEW DETAIL. FOR STAKING, REFER TO TREE AVAILABLE FROM A -G SOD FARMS (888) 8..0-8483. SCALE: 1(2" = 1'-0" 2x ROOTBALL DIA. STAKING DETAIL. 1'-0" 2x ROOTBALL DIA, FOR 24" BOX TREES OR SMALLER SOILS REPORT_-_______._,-_..� ____. AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC T CONTROL BARRIER SCALE: 1/2"= 1'-D" B DOUBLE STAKED TREE PLANTINGSCALE: 1/2"= V-0" SOILS REPORT SHALL BE PREPARED BY THE OWNER AND FURNISHED TO THE CONTRACTOR, AND ALL RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE 1 1 CONTRACTOR INTO INSTALLATION OF ALL PLANTING AREAS. Ate 9-4. ARBORGARD+ TREE TRUNK PROTECTOR SOIL MIXTURE SPECIFIED ARBORGARD IS A TREE TRUNK PROTECTOR TO PREVENT DAMAGE BY S TRING 2 f TRIMMERS, LAWN MOWERS AND RODENTS. SINGLE PROTECTOR FITS TRUNKS UP TO 4" IN / SOIL MIXTURE AND ANY AMENDMENT ADDITIVES SHOULD DIAMETER, JOIN TWO TOGETHER FOR LARGER TREES, ✓" -------- 3 BE PROVIDED FOR BID PURPOSES ONLY. + + A. MATERIALS + + + + + + + + ; s ; SOILS ANALYSIS THE CONTRACTOR SHALL_ FURNISH AND INSTALL TRUNK PROTECTORS AS SPECIFIED. THE + + TRUNK PROTECTOR SHALL_ BE EITHER PRODUCT # AG 9-4 AS MANUFACTURED BY DEEP ROOT - 4 SOIL ANALYSIS SUBMITTED TO THE CITY SHOULD PARTNERS, L.P., 81 L.ANGTON STREET, SUITE 4, SAN FRANCISCO, CA 94103 {800-458-7668„ OR LEGEND INCLUDE THE FOLLOWING: APPROVED EQUAL. THE PROTECTOR SHALL BE RECYCLABLE POLYETHYLENE WITH A 0.060" SOIL TEXTURE (1.52 MM) WALL THICKNESS. U.S. DESIGN PATENT # 329,296 1. SHRUB PLANTING FROM CONTAINER PERCENTAGE OF ORGANIC MATTER 2. 2" DEEP MULCH SOIL INFILTRATION RATE (MEASURED OR DERIVED B. INSTALLATION 3. FINISH GRADE FROM SOIL TEXTURE / INFILTRATION RATE TABLES) 1. SAPLING TREES: UNCOIL A SINGLE ARBORGARD+ AND PLACE AROUND BASE OF TREE. 4. PREPARED BACKFILL (SEE SPECIFICATIONS FOR TYPE AND DEPTH) PH AND TOTAL SOLUBLE SALTS FOR COMPLETE PROTECTION BE SURE FLARED END IS TOUCHING THE GROUND. EDGE OF PAVING, SIDEWALK, WALL, OR CURB ORGANIC; TOP DRESSING ALL PLANTING BEDS TO RECEIVE A LAYER OF ORGANIC TOP -- DRESSING TOREST FLOOR', 0"-2" CUT. - SHRUB AREAS TO RECEIVE: 3" LAYER MINIMUM L91 �y D' \D - GROUNDCOVER AREAS TO RECEIVE: 1 112" LAYER MINIMUM 2 MATURE TREES: TO COUPLE TWO OR MORE ARBORGARD+ TOGETHER PUSH THE TABS \ THROUGH THE SECOND ARBORGARD+ FROM THE INSIDE SO THE TABS SHOW ON THE - SUBMIT SAMPLES TO CITY OF BAKERSFIELD FOR APPROVAL OUT IDE AS ILLUSTRATED._ - D AVAILABLE FROM:�dII �LIO AGUINAGA FERTILIZERO p L�OI piC NOTES: (949) 786-9558 1 T LOCATE PLANTS SPACED EQUAL DISTANCE (D) FROM EACH OTHER AS SHOWN { D - AS NOTED ON PLAN. 1 PLANT TABLET SCHEDULE & NOTES1LARBOR GUARD C GROUNDCOVER PLANTING SIsles"MIN M47s ENUEHO,NMFh TAL DESIGN SUMMEMMURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 206 DANA POINT CA 92629 (840)443-1446 These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and pubii- catwn shall he restricted to the original site for which they were prepared Reuse repro- duction or publication byarty method, in whole or part, is prohibited except by written permission from Summers/ Murphy Sa Partners, Inc. z U ua Lr i I I I UJ DRAWING TITLE: PLANTING DETAILS DESIGNED SMP DRAWN SMP CHECKED SMP DATE 1/1012020 JOB NO, 742825 CAD FILE GATD ENT_PD.dwg SHEET NUMBER _31 OF Z SHEETS l rELI y r f r #� 0 LL ca M r i y rr , r Ir A i all � DRAWING TITLE: PLANTING DETAILS DESIGNED SMP DRAWN SMP CHECKED SMP DATE 1/1012020 JOB NO, 742825 CAD FILE GATD ENT_PD.dwg SHEET NUMBER _31 OF Z SHEETS If. GENERAL SLOPE PLANTING The Owner shall have a soil analysis made after completion of the rough grading. The Contractor The Owner shall have a soil analysis made after completion of rough grading. The Contractor shall incorporate all soil amendments and fertilizers prescribed herein. The soil preparation shall incorporate all soil amendments and fertilizers prescribed herein. The soil preparation specified below shall be adjusted according to the analysis, after approval from landscape specified below shall be adjusted accordingly to the analysis after approval from the landscape - architect. architect. A. Weed Control for Lawn, Shrub & Ground Cover Areas (Except Slopes) A. Planting Preparation 1. Remove all existing weeds from surface. Remove all roots of Bermuda -Johnson Grass, etc. and dispose off site. 1. Slope Texturing a. Cut Slopes: These surfaces shall be roughened in a horizontal direction following the 2. Install irrigation contour of the slope. The roughened texture shall be made by hand raking or similar mechanical means. 3. Fertilize all shrub/groundcover areas. Apply 101bs. of 16-20-0 commercial fertilizer per 1,000 sq. ft. or as directed by soils report. b. Fill Slopes: These surfaces shall be compacted and finished and also roughened in a horizontal direction following the contour of the slope. The roughened texture shall be 4. Water all shrub/grouncover areas for three (3) weeks to germinate weed seeds. Apply made by hand raking or similar mechanical means. water at low rate to avoid erosion. 2. Slope Texturing Weed Eradication Procedures 6. Licensed applicator shall apply systemic weed killer to all planting areas per a. Manually remove all existing vegetation and dispose of it oft -site, manufacturer's specifications. b. Fertilize all planting areas with fertilizer based on Soil Labs recommendations. (See B. Soil Preparation & Finish Grading Planting Detail Sheet). Add any and all soil amendments as required, per the soil analysis. 1. Rough grade: Site to be received by Landscape Contractor to within 1/10 foot plus or Begin watering process to activate fertilizer and additive chemicals. minus by owner based upon Civil Engineers grading plan. C. Water all planting areas thoroughly and continuously for a period of two (2) consecutive 2. Finish grade: Finish grading to consist of grading, raking and hand work necessary to weeks. The Landscape Architect shall approve specific watering duration and frequency achieve desired contour and flow line patterns, based upon Civil Engineer's plans, program designed to germinate all residual weed seeds. resulting in evenly finished surfaces free of debris and litter. M i' d. Discontinue watering process for two (2) days, then apply recommendation by licensed 3. Spread over all lawn, shrub and ground cover areas, amendments and fertilizer prescribed applicator, if perennial weeds appear on the slopes. If annual weeds appear use straight in soils report. Thoroughly mix into soil to depth to of 6" or more and fine grade. Shape contact herbicide as per the pest control advisor's recommendations. No water shall be mounds as shown on plans. Contractor to import soil necessary to attain design grades applied for a minimum of four (4) days following application of contact weed killer. and berms, all import soil shall be free of weeds, debris, and have balanced Ph. Smooth and even grading without depressions or high spots, to provide smooth and even surfaces e. Allow sufficient period of time to insure that all weeds are dead. for proper drainage. Final grade shall be 1" below walkitop of curb. Remove from the site all stones over 2" in size. f. Water all planting areas thoroughly and continuously for a period of three (3) weeks. A shorter watering period may be permissible at the discretion of the Landscape Architect C. Planting and/or the pest control advisor. Discontinue the watering process for one (1) day prior to Plant trees, shrubs and ground cover as called for where indicated on Planting Plan and as the second application of the herbicide spraying. Re -apply the spraying operation with a detailed on Planting Detail sheet. straight contact weed killer, as per the pest control advisor's recommendations. Allow a minimum of four (4) days without irrigation, for effective final weed kill. Substitutions of plants will not be accepted unless approved by Landscape Architect. Mwo -. q. Clear all desiccated weeds from the slopes to the finished grade. 1. Ground Cover - Fiats and/or Cuttings All plant materials specified as rooked cuttings or flat stock on Planting Plan shall remain in h. Water all planting areas on the regular Irrigation controller schedule for three (3) the flats until time of transplanting: The flat soil shall contain sufficient moisture so that soil consecutive days prior to the hydroseeding operation. does not fall apart when lifting plant from flat. Ground cover plants shall not allowed to dry ` out before or while being planted. Roots shall not be exposed to the air except while 9P P p i. Then allow planting area soil surface to dr out for one 1) da only, prior to the p g y ( Y y actually being planted. Wilted plants will not be accepted. At the time of planting, the soil hydroseeding application. Care must be taken not to allow the soil sur ace to be around each plant shall be firmed sufficiently to force out air pockets. Plants to be planted super -saturated with water prior to the hydroseeding installation. At the same time, the in triangular spacing as specified O.G. (On Center). All cuttings shall be minimum of 6" soil surface should not be dry. There should be some residual moisture within the first 1/2" long. Install plants in 6" X 6" planting pits. Water immediately after each planting unfit one of soil surface. inch of water penetration is obtained. Care shall be exercised at all times to protect the plants after planting. Any damage to plants by trampling or other operations of this j. Begin the hydroseeding operation in all areas, as specified. contract shall be repaired immediately. 3. Planting 2. Shrubs & Trees Plant trees and shrubs as called out where indicated on Planting Plan and as detailed on Plant all container -grown plants in planting pits, two (2) times wider and two (2) times Planting Detail Sheet. Substitutions of plants will not be accepted unless approved in deeper than the container, as directed on Planting Detail sheet. Thoroughly mix 1/3 writing by Landscape Architect. Install planting tablets as called for in legend. Plant all organic backfill (Nitrollzed Redwood Shavings or equal) and the amendments specified in container grown plants in planting pits two (2) times wider and two (2) times deeper than the soils analysis with the site soil, prior to backfilling of planting pits. install Plant Tablets, the container. Thoroughly mix the specified materials found in the soil analysis and those per the manufacturer's instructions and as detailed on Planting Detail Sheet Contractor specified in the Planting Detail Sheet, with the site soil, prior to backfilling of planting pits. shall construct basins around at trees not in lawn areas; basins shall not exceed top of root ball crown. 4. Planting Tablets (See Planting Detail Sheet) V 3. Top Dressing B. Hydroseed natural area planting Top dress all ground cover and shrub areas with 3" thick layer of shredded wood mulch to be specified on all planting plans. 1. Slope Texturing Hydroseed Preparation 4 Follow the general slope planting preparation procedures listed on sheet PN -1 Section II,A 4, Staking through J. Stake all trees as detailed on Planting Detail Sheet. 2. Hydroseed Process - Natural Area Slopes D. Hydroseed Turf Hydroseed all areas designated as'Hydroseeded Natural Area'. See Planting legend Hydroseed all areas designated as'Hydroseeded l urr. See Planting legend for type and sheet for type an quality of seed mix and table below for fertilizer and additional quality of seed mix and the table below for fertilizer and additional amendments. amendments. a. Application: Follow the hydroseed turf process listed on Sheet PN -1, Section I, E and use 1. Application the slurry mix specified below. a. Equipment: Hydraulic equipment used for the application of the fertilizer, seed, and fiber (D Culp, shall be of the 'Super Hydro -Seeder' type as approved by the Landscape Architect. This equipment shall have a built-in agitator system and operating capacity sufficient to agitate, suspend, and homogeneously mix the slurry. The slurry distribution lines shall be f -- -__-- _-_ __--_-----_ --_ - --.—_..- large enough to prevent stoppage and shall be equipped with a set or hydraulic spray Hydroseed Slurry Mix - Desert Sage Scrub Mix by S&S Seeds -- - Product Application Rate nozzles which shall place the slurry tank and spray nozzle within sufficient proximity to be seeded. - - - - ---- --- -----.—.._._ ° Promatrix BFM ° 2,000 - 3,600 lbs. / acre b. Preparation: The slurry preparation shall take place at the site of work and shall begin by • Hydropost Premium Compost _ -1,000 lbs_, ( _acre _ - -- adding water to the tank when the engine is at half throttle. When the water level has0 Biosol Forte 7-2-1 Organic 800 lbs. !acre reached the heights of the agitator shaft, good circulation shall be established and at this Fertilizer time the seed shall be added. Fertilizer shall then be added, followed by fiber mulch. The be. J m e. ' AM 320 tnycorrhixai inoculum ° fiber mulch shall be added to the mixture after the seed and when the tank is at least - -_60 -acre " Tn C Souluble Humate1 ib. I acre one-third filled with water. All fiber mulch shall be added by the time the tank is two-thirds -- - - - to three-fourths full. Spraying shall commence immediately when tank is full Seed Mix as prrscrrbed by S&S seeds C. Application: Apply hydro -mulch in the form of a slurry consisting of wood cellulose fiber, seed, chemical additives, commercial fertilizer and water. Refer to Stover Seed's specifications for story mix components and ratios. When hydraulically sprayed on the soil surface, the hydromulching shall form a blotter -like ground cover impregnated uniformly with seed and fertilizer and shall allow the absorption of moisture and rain fail and percolation to the underlying soil. Remove construction. Leave site broom -clean. ergV= P 0 N V E_ NTAi_ rESIGn SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST H4VY SUITE 20C DANA POINT CA 92829 (949)4,13-1W OF These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Reuse, repro. duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy e& Partners, Inc. Z U G7 I i Ld C) I i Ld d >t I <<q��<<', LU DRAWING TITLE: PLANTING NOTES & SPECIFICATIONS DESIGNED SMP DRAWN SMP CHECKED SMP DATE 1/10/2020 JOB NO. 742829 CAD FILE GATD ENT_PN.Cwg SHEET NUMBER PNml 32 OF SHEETS EVA .. ............ .. ............... . . C) >t LU E BJ M i' ty rr -- Mwo -. U I- I M_ f 4 0 w f? ► (D i" DRAWING TITLE: PLANTING NOTES & SPECIFICATIONS DESIGNED SMP DRAWN SMP CHECKED SMP DATE 1/10/2020 JOB NO. 742829 CAD FILE GATD ENT_PN.Cwg SHEET NUMBER PNml 32 OF SHEETS EVA .. ............ .. ............... . . III. GENERAL -NOTES A. Clean -Up 1. After all installation operations have been Completed, remove all rubbish, excess soil, empty plant container and trash from the site daily. All scars, ruts or other marks in the area caused by this work shall be repaired and the ground left in a neat, orderly condition. Leave site in broom -clean condition at the end of each working day. Hose down all paved areas, including walks and patios, upon completion of all work. B. General Maintenance 1. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work herein specified. Plant maintenance work shall consist of applying water, weeding, caring of plants, including ground covers, shrubs, vines and trees, edging and mowing lawns, fertilizing, control of pests and diseases, and maintaining walks free of debris and dirt. Upon completion of each area of installation, the Contractor, Landscape Architect and Owner shall conduct an inspection of completed area, along with the Owner's maintenance representative. At this time, a list of corrections, if any, shall be made which are the responsibility of the Contractor. 2. After all work has been completed, inspected and accepted, all areas will be maintained for a period of three hundred and sixty (360) calendar days or as Iona as is necessary to establish thriving trees, shrubs, turf, and ground cover without bare spots. 3. Keep all areas weed -free, adequately watered, and neatly cultivated for the three hundred and sixty (360) day period. Remove all debris from site and keep the entire site broom -clean. Mow turf areas weekly, hydroseeded turf areas shall be irrigated after the slurry mulch has been applied and allowed to set for one (1) day. The soil surface must be kept moist at all times during the germination period to avoid desiccation of seedlings. 4. Re -seed all bare spots in turf areas at two (2) week Intervals and maintain until an even stand of turf, without bare spots, is obtained. Re -seed all slope areas that fail to germinate evenly. Repair all eroded surfaces at no cost to the Owner. 5. Damage to any planted area shall be repaired immediately. Depressions caused by vehicles or foot traffic shall be filed with topsoil, leveled and replanted. Exterminate gophers, moles and repair damage. 6. The project shall be so cared for that a neat, clean condition will be presented at all times to the satisfaction of the Owner and Landscape.~ Architect. The Landscape Contractor shall be expected to make a minimum of one weekly visit for maintenance, purposes. 7. At the end of the maintenance period, all areas that have been planted shall be fertilized with commercial fertilizer, analysis and rate of application shelf be per the soils report. 8. The Contractor shall request a final site visit seven (7) days prior to the end of the maintenance periled. This request shall be written and directed to the Owner and the Landscape Architect. Upon written acceptance of the project, the Contractor shall be relieved of any further maintenance. C. Planting Natural Area Hillside Maintenance 1. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work herein specified. Plant maintenance work shall consist of applying water, weeding, caring of plants, including ground covers, shrubs, vines and trees, edging and mowing lawns, fertilizing, control of pests and diseases, and maintaining walks free of debris and dirt. 30 days prior to completion of the specified maintenance period of each area of installation, the Contractor, Landscape Architect and Owner, shall conduct an inspection of completed area, along with the Owner's maintenance representative. At this time, a list of corrections, if any, shall be made which are the responsibility of the Contractor. 2. Weed Control: After installation the natural area shall be monitored for a period of three hundred and sixty (360) calendar days. During this period this area shall be weeded once a week removing any plants not included in the seed mixture speofFsed. All tools used for weeding should be clean and crew members shall be mindful of weeds with mature seed pods to prevent the spread of weed seed. Herbicides shall be used by direct application to the weed in order to prevent die off of specified/ desired plants. 3. Trash Removal: All litter shall be removed from the the area and disposed of in an approved location and manner. litter removal shall occur once every week in the three hundred and sixty (360) day maintenance period. 4. Fuel Modification Zone Management: Natural area shrubs within 200 feet of structures must be regularly maintained in order to meet the County of Riverside fuel modification standards. 5. Hardscape Maintenance: The interceptor drain along the slope ridge shall be kept free of debris on a weekly basis D. Guarantee 1. All turf, hand -planted and hydroseeded ground cover, and shrubs shall be guaranteed tolive and grovr to a period of ninety (90) days after installation and acceptance by the Owner. Trees shall be guaranteed for one year. Any material that fails to grow through the specified maintenance and guarantee period shall be replaced by the Contractor at no cost to the Owner. E. observation 1. All turf, hand -planted and hydroseeded ground cover, and shrubs shall be guaranteed to live and grow to a period of ninety (90) days after installation and acceptance by the Owner. Trees shall be guaranteed for one year. Any material that fails to grow through the specified maintenance and guarantee period shall be replaced by the Contractor at no cost to the Owner. 2, Application Observation visits specified herein shall be made by the Landscape Architect or his representative. The Contractor shall request observation at least two (2) working days in advance of the time that the observation is requested. 3. Observation visits are suggested for the following parts of work: a. Upon completion of grading and soil conditioning prior to planting. b. When trees are spotted for planting, but before planting holes are excavated. C . Written acceptance of the project to release the Contractor from further maintenance shall occur after Final Observation with the Owner or his representative at the end of the maintenance period. F. Verification of Dimensions 1. All scaled dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities, and shall immediately notify the Landscape Architect of any discrepancy between the drawings and/or specifications and actual conditions. No work shall be done in any area where there is such a discrepancy until approval for same has been given by the Landscape Architect. G. Utilities 1. The Contractor shall be responsible for verifying the location of all underground utility lines prior to any construction, so that proper precautions may be taken not to damage such lines and plant locations, promptly notify the Landscape Architect who will arrange for relocations of one or the other. Failure to follow this procedure places upon the Contractor the responsibility for, at his own expense, making any and all repairs for damages resulting from his work. H. Existing Trees 1. The Contractor shall be responsible for verifying the location of all underground utility lines prior to any construction, so that proper precautions may be taken not to damage such lines and plant locations, promptly notify the Landscape Architect who will arrange for relocations of one or the other. Failure to follow this procedure places upon the Contractor the responsibility for, at his own expense, making any and all repairs for damages resulting from his work. Contractor is to insure the preservation of any existing trees on the site. Damage or loss of these trees will result in replacement of equal size by the Landscape Contractor. I. See Planting Detail Sheet for additional notes. IV. LANDSCAPE MAINTENANCE SCHEDULE S KPO E N a;,R t)N M@N 010_ DES I G 0 SUMMERSIMURPHY S, PARTNERS, INC. 34187 COAST MNY SUITE 200 DANA POINT CA 92629 (848)443-1446 ?-31-20 Renexal Date > Dote a QP CAL4F44i' These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi- cation shall be restneted to the original site for which they were prepared. Re -use: repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. Z 0 � I I x x L7 Z) UJI i fyUi x t x 19 x x 'R _x x 9 it x X. Y x. Y X 7 F 3'. x }1 A.... X x &. x X ➢. X x -. .. n A x x k>, x x x, a x t x r r a i0 - x X • LU 06 a- < i � s � x i X T a x X .' { :: x it x X f'. )c X.. X Y k' x � x x ✓ x x � � a; a A x . x ;r u A x x x S KPO E N a;,R t)N M@N 010_ DES I G 0 SUMMERSIMURPHY S, PARTNERS, INC. 34187 COAST MNY SUITE 200 DANA POINT CA 92629 (848)443-1446 ?-31-20 Renexal Date > Dote a QP CAL4F44i' These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi- cation shall be restneted to the original site for which they were prepared. Re -use: repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. Z 0 � I I LLl L7 Z) UJI i fyUi Q�I�Ia< DRAWING TITLE: PLANTING NOTES & SPECIFICATIONS DESIGNED SMP DRAWN SMP CHECKED SMP DATE 1/10/2020 JOB NO. 742825 CAD FILE GAro ENI, PN.dwg SHEET NUMBER 33 OF SHEETS Z) UJI i fyUi , LL CO W !' w Y ►� 0 LL r r a i0 - • LU 06 a- < i i i DRAWING TITLE: PLANTING NOTES & SPECIFICATIONS DESIGNED SMP DRAWN SMP CHECKED SMP DATE 1/10/2020 JOB NO. 742825 CAD FILE GAro ENI, PN.dwg SHEET NUMBER 33 OF SHEETS