Loading...
HomeMy WebLinkAbout7.1-211REV. i SHT. I DESCRIPTION DATE BY L\ I LU pi ll l < j(1 IV SUBMfft'ED FOR APPROVAL APPROVED BELCOURT AT SEVEN OAKS (WEST MING) _..______._......._._.......__._._..._.._._.____._..._._. CAM ED EOR BID DATE�.— RELEAS COKISTRUCDON SEI' ISSUED DATE GENERAL CITY OF BAKERSFIELD NOTES CONSTRUCTION NOTES: NOTES: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, THE CITY I COUNTY CONSTRUCTION INSPECTION! MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL. ALL ( ' DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED WINDERMERE STREET HEREIN. WHITE ANF BAKERELD 2. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. �, CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE .:ry. _ >70cKADE HWY. i -8Q0 -6<t3 -24h.4 I �T-.„�.-,. ,✓ i 2. ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED . --' --- CONTRACTOR - \ I S r _ r , MINT A4 I GENERAL PROJECT NOTES: e k = n ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP A. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL CITY OF BAKERSFIELD STANDARDS TO CAL -OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. £{ �} �(1 �.. ' W iTEiLAW cv7 k RESPONSIBLE FOR CONTACTING THE i AND SPECIFICATIONS. CONTRACTOR WILL ALSO BE� £ � 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR s i PUBLIC UTILITIES TO START THE ELECTRICAL AND WATER SERVICE IN TIME FOR CONSTRUCTION. WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY i.t l` BUENA VISTA RD. PROJECT $ffE� B, CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL APPROPRIATE PUBLIC UTILITY ,s ,, i (S`L tl:; 1 FOR ALL COSTS INCURRED DUE TO DAMAGE ANDlOR RF. P&.AGEMENT OF r k %s. STANDARDS, SPECIFICATIONS AND METHODS OF CONSTRUCTION. �5., -I= \ ..-..- , ----. PANAMA N;,Ma.,Lr�v;. ---.-. __. -,5 SAID UTILITIES, INCLUDING DELAYS.--- SHOULD .� "- I; Ix iC. PRIOR TO START OF CONSTRUCTION: ALL UTILITY SERVICE METERS {WATER AND POWER} PRisJE'CT Lf96ATt4M --- SHOULD BE INSTALLED AND FULLY OPERATIONAL. 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT U1 1 a "v'� ' �.1.� \\ Ei - i D. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CITY PARK: 326-3354, AND PUBLIC ✓"ir�' 3 I I ��\ " �� + DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL / '� { I WORKS, 326-3949, FOR AN ON-SITE PRE -CONSTRUCTION MEETING. COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE�y�^.,f' oI. {, E. CONTRACTOR WILL COORDINATE CONSTRUCTION WITH THE APPROPRIATE CITY INSPECTION OWNER (.f08 SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY, OFFICIAL SO THAT INSPECTIONS CAN BE MADE AT CRITICAL CONSTRUCTION PERIODS BUT IN ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE NO CASE LESS THAN: DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB`' 1. AT THE START OF CONSTRUCTION SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY 2. PRIOR TO ANY BACK FILLING CONTINUATION OF WORK PRIOR TO THE RESOLU T ION OF DISCREPANCIES IS 3. AT THE END OF CONSTRUCTION BUT PRIOR TO START OF POST -INSTALLATION AT THE CONTRACTOR , T ,<,• , `—"� PARK SQUARE DRIVE 'S RISK AND EXPENSE. r MAINTENANCE, &CAMPUS PARK DRIVE 4. AT THE END OF POST INSTALLATION MAINTENANCE PERIOD FOR WRITTEN CITY ACCEPTANCE. WINDERMERE 8.i F. CONTRACTOR WILL PERFORM MAINTENANCE AS IDENTIFIED IN THE SPECIFICATIONS. ALL COST TOTAL SQUARE FOOTAGE OF PARK: INCURRED UNTIL THIS TIME WILL BE AT THE EXPENSE OF THE CONTRACTOR. G. CONTRACTOR IS RESPONSIBLE FOR SECURING FINAL WRITTEN ACCEPTANCE BY THE CITY OF MEASURED FROM BACK OF PERIMETER CURB TO BACK PROPERTY WALL IS: SHEET INDEX BAKERSFIELD FOR THIS WORK. IN NO CASE WILL THE CONTRACTOR BE RELEASED FROM NORTH MAINTENANCE OF THE IRRIGATION SYSTEM OR MAINTENANCE AND REPLACEMENT OF DEAD, L8 3 ACRES (361,548 DYING, DAMAGED, OR OTHERWISE UNSUITABLE PLANT MATERIAL UNTIL THE CITY, IN WRITING, ACCEPTS THIS WORK. NO. SHT. DESCRIPTION H. CONTRACTOR WILL FIELD VERIFY FINISHED GRADES AND VERIFY THAT THERE IS POSITIVE LEGEND; SURFACE DRAINAGE IN ALL PLANTERS, TURF AREAS AND AWAY FROM PLANTING HOLES. IF 01 of 71 TTL TITLE SHEET POSITIVE DRAINAGE DOES NOT EXIST NOTIFY LANDSCAPE ARCHITECT PRIOR TO PROCEEDING FOR WRITTEN AUTHORIZATION AND INSTRUCTIONS PROCEED. G) DIAMETER 02 of 71 CL -A CONSTRUCTION INDEX PLAN 1. CITY OF BAKERSFIELD STANDARDS AND SPECIFICATIONS SHEET, INCLUDED WITH THIS FF FINISH FLOOR ELEVATION CONSULTANTS DRAWING SET, AND C.O.B. STANDARD DETAILS TAKE PRECEDENCE OVER ALL OTHER OF GARAGE FLOOR ELEVATION m�._ _ PE PAD ELEVATION 03 of 71 CL -1 CONSTRUCTION LAYOUT SPECIFICATION E R DETAILS. THRU J. ALL TREES UNDER UTILITY LINES ARE SUBJECT TO GRANGE PER C.O.B. TW TOP OF WALL 06 Of 71 CL -4 CONSTRUCTION LAYOUT K. CONTRACTOR. SHALL INSTALL A 6" CONCRETE MOW CURB AS PER C.O.B. STANDARDS AT EACH TF TOP OF FOOTING ELEVATION ppARCHITECT OWNER PHASE LINE: AND LIMIT OF CONSTRUCTION LINE. BW BOTTOM OF WALL LANDSCAPE 07 of 71 CL -5 ADA ACCESSIBLE PATH OF TRAVEL TS TOP OF STEP .—.___.._____.. _ BS BOTTOM OF STEP SUMMERS MURPHY & PARTNERS WOODBRIDGE PACIFIC GROUP ICB CATCH BASIN 08 of 71 THRU CD -1 CONSTRUCTION DETAILS NOTE" ICONTRACTORTOADHERE TO THE CITY OF BAKERSFIELD LANDSCAPE AND IRRIGATION I TO FINISH GRADE 34197 COAST HIGHWAY, STE. 200 1518 MILL ROCK WAY, STE. 101 15 of 71 CD -8 CONSTRUCTION DETAILS STANDARD DETAILS, AND COORDINATE WITH THE RECREA71ONS & PARKS DEPARTMENT FS FINISH SURFACE DANA POINT, CA. 92629 BAKERSFIELD, CA. 93311 THROUGHOUT CONSTRUCTION INSTALLATION I HP HIGH POINT 16 of 71 CS -1 CONSTRUCTION SPECIFICATIONS LP LOW POINT PHONE 1949.443.1446 PHONE 1661.851.5005 17 of 71 CS -2 CITY OF BAKERSFIELD STD. NOTES FL FLOW LINE CONTACT I PAT MURPHY CONTACT I JEFF EITTREIM GO ON CENTER 18 of 71 1R-1 IRRIGATION LAYOUT CB CATCH BASIN THRU p TO TOP OF GRATE ELEVATION 21 Of 71 IR -4 IRRIGATION LAYOUT 1 ATURE BLOCK INV INVERT ELEVATION BB BOND BEAM ELEVATION ARCHITECT CIVIL ENGINEER22 of 71 IR -5 IRRIGATION LEGEND 23 of 71 IR -6 IRRIGATION DETAILS d__b ALIGN HANNOUCHE ARCHITECTS PORTER AND ASSOCIATES, INC. 24 of 71 IR -7 IRRIGATION DETAILS DESIGNER'S CERTI FICAT I.0% GRADIENT IN PERCENTAGE 20250 ACACIA STREET, STE. 145 1200 21ST STREET 25 of 71 IR -8 IRRIGATION CALCULATIONS I hereby certify that plans and specifications comply with City of Bakersfield ordinances, standards and 4:1 RATIO: W HORIZONTAL. DIS'TANGE PER V OF VERTICAL HEIGHT NEWPORT BEACH, CA. 92660 BAKERSFIELD, CA. 93311 26 of 71 IR -9 IRRIGATION SPECIFICATIONS design criteria and that they include all improvement requirements of the Advisory Agency or other review PHONE 1949261.2070 PHONE 1661,327.0362 27 of 71 Pi TREE PLANTING LAYOUT board. I am responsible for all calculations and drawings on these plans and any errors, omissions or R RIDGE CONTACT 1 SAMIR HANNOUCHE CONTACT I FRED PORTER II 30 of 71 THRU PT -4 TREE PLANTING LAYOUT violations of those ordinances, standards and design criteria shall be corrected during construction. GB GRADE BREAK. �-�---at--"� PROPOSED CONTOUR 31 0# 71 THRU PS -1 SHRUB PLANTING LAYOUT' 1881 3/15/2899 DIRECTION OF FLOW �.--3t-�`! EXISTING CONTOUR 34 of 71 PS -4 SHRUB PLANTING LAYOUT LIGHTING 1NEER STRUCTURAL ENG OE51 ER`S SIGNATURE NO. � _ - DATE------- DRAINAGE PIPE BERM - BUILT-UP LANDSCAPE GRADE 35 of 71 PD -1 PLANTING DETAILS CANDELA ENGINEERING, INC. E.SI/FME, INC, 36 of 71 PN -1 PLANTING NOTES & SPECIFICATIONS A' ATRIUM DRAIN —DETAIL REFERENCE 37 of 71 PN -2 PLANTING NOTES & SPECIFICATIONS <\ I 25635 CALLE LA FUENi`E 1800 E. 15TH STREET, STE. B -•..—__. '�' S'®%g L� — SHEBT LOCATION {(? DECK DRAIN e APPROVED BY: CITY OF BAKERSFIELD - PUBLIC WORKS DIRECTOR DATE BAN .TURN CAPISTRANC9, CA. 92675 SANTA ANA, CA. 92701 3$ of 71 THRU ESI .0 LANDSCAPE LIGHTING PLANS N""' TURF DRAIN SECTION REFERENCE PHONE 1949.201.1333 PHONE 17141835.2800 X107 50 of 71 ET1.2 LANDSCAPE LIGHTING PLANS �CO SHEET LOCATION 2d-zsaa CONTACT ; [ION DIDOMIZiO CONTACT I SCOTT W. ROSS, C.E. LLJ 51 of 71 SCAN STRUCTURAL GENERAL NOTES CO .. REVIEWED BY: CITY OF BAKERSFIELD - PARKS & REG. DEPARTMENT DATE _.- 52 of 71 CPL -Sl LANDSCAPE STRUCTURAL PLANS 53 of 71 GD3 GRADING & DRAINAGE DETAILS 57 of 71 THRU GD7 GRADING & DRAINAGE DETAILS REVIEWED BY: CITY OF BAKERSFIELD - TRAFFIC ENGINEER DATE 58 of 71 Al.A1.1 RESTROOM BUILDING PLAN /f r 59 of 71 A1.2 RESTROOM BUILDING PLAN REVIEWED BY: CITY OF BAKERSFIELD -BUILDING DEPARTMENT DATE 60 Of 71 51-1 SHADE CANOPIES CONST. DETAILS a 71 of 71 THRU S1C-3 SHADE CANOPIES CONST. DETAILS IL 9L SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST H WY SUITE 200 DANA POINT CA 92629 (949)443-1446 7-51-20 T j}Qtp. yTf R \ Ot CALIF These drawings and/or the accompanying specifications are the exclusiveproperty 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 O LU pi ll l < j(1 Ma r• rr ■, A ' w CD i-1 i y i a r SCALE:1"=50'-O" NORTH 1 50 i► 150 40111 SMP. SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629 (949)443-1446 PNDSCgp � 4. Murphy, �I w � n gra are 7-31-20 * enei� r/ Oate `JT9Date Te OF CALIF 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 O CO i W Of W C— Q D t < < DRAWING TITLE: CONSTRUCTION INDEX PLAN DESIGNED SMP DRAWN SMP CHECKED SMP DATE 03/15/2019 JOB NO. 742039 CAD FILE PARK CL.dwg SHEET NUMBER L- 2 OF 77 SHEETS r � � s Lu • LL r LU t LU u Co DRAWING TITLE: CONSTRUCTION INDEX PLAN DESIGNED SMP DRAWN SMP CHECKED SMP DATE 03/15/2019 JOB NO. 742039 CAD FILE PARK CL.dwg SHEET NUMBER L- 2 OF 77 SHEETS CKi1M01IWINItrLaP►i►C631 1. CONTRACTOR SHALL VERIFY ALL 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. A 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, �*9> PRESATURATION, ETC., FOR WALKS, FOOTINGS, ETC. S1 5, ALL HARDSCAPE MATERIALS, COLORS AND FINISHES INDICATED ARE SUBJECT TO CHANGE. P.A. .0 4*�� CONTRACTOR TO VERIFY WITH OWNER AND LANDSCAPE ARCHITECT THE FINAL SELECTIONS PRIOR TO ORDERING. QQ-- 6. IF THE FIELD CONDITIONS ARE DIFFERENT THAN WHAT IS REPRESENTED ON THE PLANS THE ®ek CONTRACTOR SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY. 7. REFER TO PRECISE GRADING PLAN PREPARED BY CIVIL ENGINEER FOR SITE DRAINAGE. 0 6� S-20 G C` S-6 NOTES: 31. A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER &ASSOCIATES) FOR -. - SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION RECOMMENDATIONS. - i B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR �g TURF r� JA� EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES. 3S• f P.A. T-6" � I 1 i M 0 d G 0 619 — P.A. B., P.A. P.A. NOTE: CONTRACTOR TO ADHERE TO THE CITY OF BAKERSFIELD LANDSCAPE AND IRRIGATION STANDARD DETAILS, AND COORDINATE WITH THE RECREATIONS & PARKS DEPARTMENT THROUGHOUT CONSTRUCTION INSTALLATION FINISH SCHEDULE SYMBOL DESCRIPTION DET/SHT S-1 CONCRETE PAVING C I CD -6 (REFER TO STRUCTURAL DETAILS) NATURAL GRAY CONCRETE, MEDIUM BROOM FINISH SLUMP BLOCK: WHITE SLUMP S-2 TENNIS COURT C / CD -2 S-3 D.G. PAVING W/ 6" WIDE CONCRETE MOW CURB B&D / RUBBERIZED PLAY SURFACE D.G.: 'AUTUMN GOLD', AVAIL. BY: www.tdstatematerials.com CD -3 (REFER TO PLAY STRUCTURE PLANS) MOW CURB: NATURAL GRAY / BROOM FINISH COLOR: BLUE & GREEN S-4 WOOD OVERHEAD SHADE STRUCTURE W/ A / CD -4 PICNIC TABLE ALUMINUM TRELLIS PICNIC TABLE: #FRST-6 (ADA COMPLIANT CONFIGURATION) COLOR:'BRONZE' POWDER COATED STEEL (REFER TO STRUCTURAL DETAILS) MOUNT: IN -GROUND MOUNTED WOOD: MATCH EAVE COLOR ON RESTROOM ARCHITECTURE THIN BRICK VENEER: MATCH RESTROOM ARCHITECTURE C&D/ ALUMINUM COLOR: MATCH WOOD COLOR CD -1 COLOR:'BRONZE' POWDER COATED STEEL PRECAST CONC.: TBD, BY: QUiCKCRETE MOUNT: IN -GROUND MOUNTED S-5 D.G. PAVING & MOW CURB AT INFORMAL STAGE AREA A / CD -7 TRASH RECEPTACLE D.G.:'AUTUMN GOLD', AVAIL.: www.tHstatematedals.com B&D / MOW CURB: NATURAL GRAY / BROOM FINISH CD -3 S� CONCRETE MOW CURB D / CD -3 B / CD4 NATURAL GRAY, MEDIUM BROOM FINISH S-7 PARKING LOT (REFER TO CIVIL ENGINEER'S PLANS) GD3 to GD7 S 8 RESTROOM (REFER TO ARCHITECTURAL PLANS) AM to A1.2 TOT LOT (REFER TQ PLAY STRUCTURE PLANS) A / CD -5 POLE: SENTRY SERIES -ISC, 40' HEIGHT FLAG POLE D / CD -7 TRASH ENCLOSURE A / CD -3 (REFER TO STRUCTURAL DETAILS) SLUMP BLOCK: WHITE SLUMP C / CD -7 WALL FINISH: MORTAR PAINT'SWISS COFFEE' BRICK CAP: FULL SIZE BRICK, RED FLASHED COLOR METAL COLOR: BROWN ENAMEL TO MATCH WOOD COLOR RUBBERIZED PLAY SURFACE C P CD -3 (REFER TO PLAY STRUCTURE PLANS) A / CD -5 COLOR: BLUE & GREEN REFER TO WALL PLANS BY CIVIL ENGINEER AVAIL, BY: SURFACE AMERICA OR APPROVED EQUAL ADA ACCESSIBLE VIEWING LOCATION WITH BENCH PICNIC TABLE E / CDA PICNIC TABLE: #FRST-6 (ADA COMPLIANT CONFIGURATION) COLOR:'BRONZE' POWDER COATED STEEL MOUNT: IN -GROUND MOUNTED AVAIL. BY: VICTOR STANLEY, INC. BENCH C&D/ BENCH: #NRB -6 W/ BOLT -ON MID & END ARMREST(S) CD -1 COLOR:'BRONZE' POWDER COATED STEEL MOUNT: IN -GROUND MOUNTED AVAIL. BY: VICTOR STANLEY, INC. TRASH RECEPTACLE F / CD -1 TRASH RECEPTACLE:#NSDC-36 COLOR:'BRONZE' POWDER COATED STEEL AVAIL. BY: VICTOR STANLEY, INC. BRICK MONUMENT WALL WITH SIGN PANEL B / CD4 BRICK VENEER:THIN BRICK FACE VENEER BRICK COLOR: RED FLASHED GROUT COLOR: MORTAR GREY • AVAILABLE FROM: PACIFIC CLAY OR APPROVED EQUAL POURED -IN-PLACE WALL CAP: NAT. GREY, SAND FINISH if CONCRETE BEAM AT AMPHITHEATER A / CD -7 COLOR: NATURAL GRAY CONCRETE, SAND FINISH SHADE CLOTH OVERHEAD CANOPY S1-1 to S1 C-3 REFER TO PLANS PREPARED BY USA -SHADE FLAG POLE A / CD -1 POLE: SENTRY SERIES -ISC, 40' HEIGHT FLAG POLE MODEL#: ISC40C71-SAT (INTERNAL HALYARD FLAGPOLE) AVAIL. BY: CONCORD AMERICAN FLAGPOLE BIKE RACK C / CD -7 BIKE RACK: #BRWS-101 COLOR:'BRONZE' POWDER COATED STEEL MOUNT: IN -GROUND MOUNTED AVAIL. BY: VICTOR STANLEY, INC. • PERIMETER MASONRY WALL A&B / REFER TO WALL PLANS BY CIVIL ENGINEER CD -6 ADA ACCESSIBLE VIEWING LOCATION WITH BENCH B,C / CDA COMPANION SEATING A,B / CD -7 BENCH: #FRB -6 W/ BOLT -ON MID & END ARMREST(S) COLOR:'BRONZE' POWDER COATED STEEL MOUNT: IN -GROUND MOUNTED AVAIL. BY: VICTOR STANLEY, INC. SIGNAGE - BELCOURT PARK RULES & REGULATIONS A / CD -8 L J NORTHt, 1 40 .1 a SM4:) ENVIRONMENTAL DESIGN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629 (949)443-1446 t,p,NDSCA,a Murpy Fq pc �0 S Signa ure 7-31-20 * Renew I.Da e S f s Date P qTf OF CALlF 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 DRAWING TITLE: CONSTRUCTION LAYOUT PLAN DESIGNED SMP DRAWN SMP CHECKED SMP DATE 03/15/2019 JOB NO, 742039 CAD FILE PARK CL.dwg SHEET NUMBER L=1 3 OF 77 SHEETS • • if .r • LU1 Own • IL ra• n DRAWING TITLE: CONSTRUCTION LAYOUT PLAN DESIGNED SMP DRAWN SMP CHECKED SMP DATE 03/15/2019 JOB NO, 742039 CAD FILE PARK CL.dwg SHEET NUMBER L=1 3 OF 77 SHEETS hol 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ADJUST. AS NECESSARY WHILE MAINTAINING THE DESIGN CONCEPT. 2. CONTRACTOR SHALL VERIFYALL UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK AND CONTACT LANDSCAPE ARCHITECT FOR AUTHORIZATION IF MOOTICATIONS 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 MAT ERIALS, RRFSATURATION, ETC., FOR WALKS, FOO FINDS, 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, S. IF THE FIELD CONDITIONS ARE DIFFERENT THAN WHAT !S 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. MOTES: 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. 1L II I7 ? I {{ TURF TURP 6 - f ` _ t ry VI r / S-9 a ID 41 /� �) f i I----�_____o TURF i 4 '�'_ fs �1° - �S-1 --� 0, .7 �. --� r^' 5-13 �—� \` '\ f �F e r s 17PUBLIC RIGHT-OF-WAY e A s �.- 1 4- -, PLAYGROUNDIFITNESS EQUIPMENT NOTE: -- a • THE INSTALLATION OF THE EQUIPMENT SHALL BE INSTALLED BY A CERTIFIED PLAYGROUND SAFETY INSPECTOR AS RECOGNIZED BY THE NATIONAL PLAYGROUND SAFETY" INSTITUTE. • ALL PLAYGROUND AND FITNESS EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ALL CURRENT FEDERAL, S'i AI"E AND LOCAL LAWS AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, ASTM F3101-16. F1292 AND F1487. • ALL PLAYGROUND I FITNESS EQUIPMENT AND SURFACING SHALL BE INSPECTED UPON COMPLETION BY A CERTIFIED PLAYGROUND INSPECTOR SELECTED BY THE CITY" OF BAKERSFIELD. • THE PLAYGROUND INSPECTOR SHALL CONDUCT AN AUDIT OF THE PLAYGROUND / FITNESS EQUIPMENT, SURFACING, (LOOSE FILLED AND UNITARY) AND INSTALLATION. THE INVENTORY OF THE EQUIPMENT AND AUDIT OF THE EQUIPMENT AND SURFACING SHALL BE IN COMPLIANCE WITH CURRENT ASTM, ADA AND USCPSC REQUIREMENTS. • A COPY OF THE AUDIT AND ANY NOTABLE DEFICIENCIES SHALL BE SUBMITTED TO THE CONTRACTOR FOR ANY CORRECTION PRIOR TO ACCEPTANCE. o EACH PLAYGROUND AREA SHALL INCLUDE A POURED -IN-PLACE RESILIENT SURFACING OVER THE CONCRETE BASE COVERING A MINIMUM OF 50% OF T'HE PLAYGROUND AREAS SHOWN ON THE PLANS. • THE THICKNESS OF THE POURED -IN-PLACE SURFACING SHALL MEET OR EXCEED CPSDC AND ASTM -F1292. • THE WEAR COURSE SHALL BE 50% BLACK WITH 50% OTHER COLORED RUBBER COLOR TO BE DETERMINED BY THE CITY UPON VERIFYING THE COLOR OF THE PLAYGROUND EQUIPMENT. • CONCRETE BASE SLAB SHALL HAVE A 2% SLOPE TOWARDS THE SAND FILLED AREAS OF THE PLAYGROUND OR AS DIRECTED BY THE ENGINEER. CONCRETE SHALL MAINTAIN A TOLERANCE OF 1,'8" IN 10'. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FLOODING BASE SLAB TO INSURE PROPER SLOPE AND TOLERANCE. AREAS HOLDING MORE THAN 118" OF WATER SHALL BE PATCHED. CONCRETE SHALL HAVE A HEAVY BROOM FINISH. ALLOW 7 DAYS OF CURE TIME PRIOR TO ANY INSTALLATION OF POURED IN PLACE RUBBERIZED RESILIENT SURFACING. SLAB THICKENED EDGES SHALL ADI JERE TO THE DETAILS SOWN ON THE PLANS. • DOUBLE WASHED PLAYGROUND SAND SHALL BE INSTALLED IN ALL AREAS THAT DO NOT RECEIVE RUBBERIZED SURFACING. SAND SHALL MEET CURRENT ASTM GRADATION PROCESS OF AGGREGATE FOR MASONRY MORTAR DESIGNATION C-1444-84. PRIOR TO INSTALLATION THE CONTRACTOR SHALL PROVIDE A CERT IFICATE TO THE CITY FOR APPROVAL PROVIDING TME SAND IS IN ACCORDANCE WITH THE FOLLOWING SIEVE ANALYSIS. SIEVE SIZE % PASSING #15 89.2 #20 73.3 #30 53.3 #40 283 #50 13.9 #70 1.4 NOTE: --- CONTRACTOR TO ADHERE 7-0 THE CITY OF BAKERSFIELD LANDSCAPE AND IRRIGATION STANDARD DETAILS, AND COORDINATE WITH THE RECREATIONS & PARKS DEPARTMENT THROUGHOUTCONSTRUCTION INSTALLATION DETISHT \ CONCRETE PAVING C / CD -6 S -D NATURAL GRAY CONCRETE, MEDIUM BROOM FINISH �5 TENNIS COURT C / CD -2 S D.G. PAVING W1 W WIDE CONCRETE MOW CURB B&D 1 'AUTUMN GOLD', AVAIL. BY: wwwAristatematerials.Com CD -3 MOW CURB: NATURAL GRAY / BROOM FINISH WOOD OVERHEAD SHADE+ y f, a s. DETAILS) BRICKWOOD: MATCH EAVE COLOR ON RESTROOM ARCHITECTURE THIN MATCH RESTROOM ARCHITECTURE ALUMINUM COLOR: MATCH WOOD COLOR PRECAST CONC.: TBD, BY: QUICKCRETE D.G. PAVING & MOW CURB AT INFORMAL STAGE AREA A/CD4 i,. • D NATURALMOW CURB: •a CONCRETE MOW CURB D / CD -3 S 6 - —NATURAL GRAY, MEDIUM BROOM FINISH S 7 PARKING LOT (REFER TO CIVIL ENGINEER'S PLANS) GD3 to GD7 IRESTROO (REFER TO ARCHITECTURAL PLANS) A1.1 to A1.2 TOT LOT (REFER TO, PLAY STRUCTURE PLANS) A / CD -E CD -7 (ED (REFER TO STRUCTURAL DETAILS) SLUMP BLOCK: WHITE SLUMP WALL FINISH: MORTAR PAINT'SWISS COFFEE' BRICK CAP: FULL SIZE BRICK, RED FLASHED METAL COLOR: �; BROWN RUBBERIZED PLAY SURFACE C / CD -3 (REFER TO PLAY STRUCTURE PLANS) A I CD -5 COLOR: BLUE & GREEN AVAIL. BY: SURFACE AMERICA OR APPROVED EQUAL S 12 PICNIC TABLE E I CD -1 PICNIC TABLE: #FRST-6 (ADA COMPLIANT CONFIGURATION) COLOR:'BRONZE' POWDER COATED STEEL MOUNT: IN -GROUND MOUNTED AVAIL. BY: VICTOR STANLEY, INC. 5-13 BENCH C&D / BENCH: #NRB -6 W1 BOLT -ON MID & END ARMREST(S) CD -1 COLOR:'BRONZE' POWDER COATED STEEL MOUNT: IN -GROUND MOUNTED AVAIL. BY: VICTOR STANLEY, INC. 5-14 TRASH RECEPTACLE F I CD -1 TRASH RECEPTACLE:#NSDC-36 COLOR:'BRONZE' POWDER COATED STEEL_ AVAIL. BY: VICTOR STANLEY, INC. BRICKBRICK MONUMENT WALL WITH SIGN PANEL B I CD -4 (0-15 BRICK VENEEIRTHIN BRICK FACE VENEER GROUT COLOR: MORTAR GREY AVAILABLE FROM: PACIFIC CLAY OR APPROVED EQUAL POURED -IN-PLACE WALL CAP: NAT. GREY, SAND FINISH (0-16 CONCRETE BEAM ; SAND FINISH 5-17 SHADE CLOTH OVERHEAD CANOPY S1-1 to S1 C REFER TO PLANS PREPARED BY USA -SHADE S 1$ FLAG POLE A / CD -1 C�_ D18 POLE: SENTRY SERIES -ISC, 40' HEIGHT FLAG POLE MODELM ISC40C71-SAT (INTERNAL HALYARD FLAGPOLE) AVAIL. BY: CONCORD AMERICAN FLAGPOLE S®15 BIKE RACK C I CD -7 BIKE RACK: #BRWS-101 COLOR: `BRONZE' POWDER COATEDSTEEL MOUNT: IN -GROUND MOUNTED AVAIL. BY: VICTOR STANLEY, INC. 5 20 PERIMETER MASONRY WALL. A&S / REFER TO WALL PLANS BY CIVIL ENGINEER CD -6 ADA ACCESSIBLE COMPANION SEATING A,B / CD -7 t COLOR: 'BRONZE' POWDER COATED STEEL MOUNT:■ MOUNTED AVAIL. BY: VICTOR STANLEY, INC. PARK RULES & REGULAT O. SCALE: NORTH 0 20 40 60 80 S MP ENVIRONMENTAL DESIGN SUMMERS/MURPHY & PARTNERS, INC. 34197 COAST' HWY SUDS 2,00 DANA POINT CA 92629 (949)443-1446 OF These drawings and/or the accompanying specifications are -he exclusive property of Summers;Murphy & Partners, Ine and their use and publl- caoi n shall he 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 i 7 r i I i i I CJ f ! ! S�11 n ni-411 r � w � ail � r � r 0 y' T x LU LU in z LU CNI Rio• 1 ,.. rt. Ri OL tr CID n ni-411 LUTES: 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 i EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES. 1 \ 1, '`� -.i.o. ',\ 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE HELD 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' -10 ENSURE THA"I' AL L 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. S. IF THE FIELD CONDITIONS ARE DfFFERENT 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. i Rs Q's -'5 TURF r - I a, t �°... ��- - // 66 ap P.A. �q,B�,m�_..____ �. 10 \.,� ''T� �` x"-, ; µ /`Y P.A. ISI, 1 �fP.3P 1 t PA ®y0 PUBLICRIGHT-CIF-WAY r , �<two am WE ME so �b /7 l p 1l f 5 ��� r t'' 11 NOTE: CONTRACTOR 70 ADHERE TO THE CITY OF BAKERSFIELDI LANDSCAPE AND IRRIGATION STANDARD DETAILS, AND COORDINATE WITH THE RECREATIONS & PARKS DEPARTMENT THROUGHOUT CONSTRUCTION INS'iALLATION PA i t S-18 M FINISH SCHEDULE SYMBOL DESCRIPTION DETISHT ALUMINUM TRELLIS Z 0 S-1 CONCRETE PAVING C I CD -6 NATURAL GRAY CONCRETE, MEDIUM BROOM FINISH S 2 TENNIS COURT C 1 CD -2 S 3 D.G. PAVING W/ 6" WIDE CONCRETE MOW CURB B&D / PRECAST CONC.: TBD, BY: OUICKCRETE D.G.: 'AUTUMN GOLD, AVAIL. BY: www.tristatemateiials.com CD -3 D.G. PAVING & MOW CURB AT INFORMAL STAGE AREA MOW CURB: NATURAL GRAY I BROOM FINISH S 4 WOOD OVERHEAD SHADE STRUCTURE WI A / CD -4 ALUMINUM TRELLIS Z 0 010 (REFER TO STRUCTURAL DETAILS) f WOOD: MATCH EAVE COLOR ON RESTROOM ARCHITECTURE THIN BRICK VENEER: MATCH RESTROOM ARCHITECTURE ALUMINUM COLOR: MATCH WOOD COLOR PRECAST CONC.: TBD, BY: OUICKCRETE 17J,< S-5 D.G. PAVING & MOW CURB AT INFORMAL STAGE AREA A / CD -7 D.G.: 'AUTUMN GOLD', AVAIL.: www.fistatematerials.coni B&D 1 MOW CURB: NATURAL GRAY I BROOM FINISH CD -3 S-6 CONCRETE MOW CURB D / CD -3 NATURAL GRAY, MEDIUM BROOM FINISH S-7 PARKING LOT (REFER TO CIVIL ENGINEER'S PLANS) GD3 t0 GDT 8-8 RESTROOM (REFER TO ARCHITECTURAL PLANS) M.1 t0 A1.[ 5-9 TOT LOT (REFER TO PLAY STRUCTURE PLANS) A I CD -5 D I CD -7 5-10 TRASH ENCLOSURE AICD -3 (REFER TO STRUCTURAL DETAILS) SLUMP BLOCK: WHITE SLUMP WALL. FINISH: MORTAR PAINT'SWISS COFFEE' :D BRICK CAP: FULL SIZE BRICK, RED FLASHED COLOR METAL COLOR: BROWN ENAMEL TO MATCH WOOD COLOR S-11 RUBBERIZED PLAY SURFACE C t CD -3 (REFER TO PLAY STRUCTURE PLANS} A i CD -5 COLOR: BLUE & GREEN DOUJ AVAIL. BY: SURFACE AMERICA OR APPROVED EQUAL 5-12 PICNIC. TABLE E I CD -1 PION@C TABLE: #FRST-6 (ADA COMPLIANT CONFIGURATION) COLOR:'BRONZE' POWDER COATED STEEL n co MOUNT: IN -GROUND MOUNTED AVAIL. BY: VICTOR STANLEY, INC. 5-13 BENCH C&D I BENCH: #NRB -6 W/ BOLT -ON MID & END ARMREST(S) CD -1 COLOR:'BRONZE' POWDER COATED STEEL MOUNT: @N -GROUND MOUNTED AVAIL. BY: VICTOR STANLEY, INC. S-14)ASH TRASH RECEPTACLE F ; CD -1 TRRECEPTACLE:#NSDC-36 COLOR. 'BRONZE' POWDER COATED STEEL AVAIL. BY: VICTOR STANLEY, INC. S•15 BRICK MONUMENT WALL WITH SIGN PANEL B I CD -4 BRICK VENEER:THIN BRICK FACE VENEER BRICK COLOR: RED FLASHED GROUT COLOR: MORTAR GREY AVAILABLE FROM: PACIFIC CLAY OR APPROVED EQUAL POURED -IN-PLACE WALL CAP NAT. GREY, SAND FINISH 5-16 CONCRETE BEAM AT AMPHITHEATER A / CD -7 COLOR: NATURAL GRAY CONCRETE, SAND FINISH 5-17 SHADE CLOTH OVERHEAD CANOPY S1-1 to S1 C-3 REFER TO PLANS PREPARED BY USA -SHADE S-18 FLAG POLE A I CD -1 POLE: SENTRY SERIES -ISC, 40' HEIGHT FLAG POLE MODEL#: ISC40C71-SAT (INTERNAL HALYARD FLAGPOLE) AVAIL. BY: CONCORD AMERICAN FLAGPOLE 5-19 BIKE RACK C / CD -7 BIKE RACK: #BRWS-101 COLOR:'BRONZE' POWDER COATED STEEL MOUNT: IN -GROUND MOUNTED AVAIL. BY: VICTOR STANLEY, INC. 5-20 PERIMETER MASONRY WALL A&B 1 REFER TO WALL PLANS BY CIVIL ENGINEER CD -6 S 2, _ADA ACCESSIBLE VIEWING LOCATION WITH BENCH B,C / CD -1 �J COMPANION SEATING A,B / CD -7 BENCH: #FRB -6 W/ BOLT -ON MID & END ARMREST(S) COLOR:'BRONZE' POWDER COATED STEEL MOUNT: IN -GROUND MOUNTED AVAIL. BY: VICTOR STANLEY, INC. 5-22 SIGNAGE - BELCOURT PARK RULES & REGULATIONS A / CD -8 NORTH r .r SKP ENVIRONMENTAL DESIGN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629 (sa9)A43-1446 1 7-3i-20 *fawn ate AT OF C �T.ALicOPr\ 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 nr publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy Sc Partners, Inc. vi.R—c2' I Z 0 010 f LU W 17J,< <1 <I<t< vi.R—c2' 010 UJ r R :D a0 R LO DOUJ .: n co u vi.R—c2' M } P.A _;� AN & 0 Nam.._..__..___.___ CONTRACTOR TO ADHERE To THE CITY OF BAKERSFIEI D IANDSC,,APEAND IRRIGATION STANDARD DETAILS, AND COORDINATE WITH THE RECREATIONS & PARKS DEPARTMENT THROUGHOU7 CONSTRUCTIONINSIALLA.Tf N NOTES: A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER. & ASSOCIATES) FOR SIDEWALKS, CURS & 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. • DETISHT S CONCRETE PAVING C / CD -6 ,„,// NATURAL GRAY CONCRETE, MEDIUM BROOM FINISH 3-2 TENNIS COURT C / CD -2 S_3 D.G. PAVING W/ 6"WIDE CONCRETE MOW CURB B&D / D.G.:'AUTUMN GOLD', AVAIL. BY: www.tdstatematetials.com CD -3 MOW CURB: NATURAL GRAY / BROOM FINISH •• OVERHEAD SHADE DETAILS)ALUMINUM TRELLIS kREFER TO STRUCTURAL COLOR:WOOD: MATCH EAVE COLOR ON RESTROOM. ARCHITECTURE THIN BRICK VENEER: MATCH RESTROOM ARCHITECTURE ALUMINUM PRECAST CONIC.: TED, BY: QUICKCRETE i (K-7) PARKING LOT (REFER TO CIVIL ENGINEER'S PLANS) GD3 to GD7 RESTRooM (REFER TO ARCHITECTURAL PLANS) A1.1 to Ai.� 1_,_!_D • . •.. • TRASH ENCLOSURE • §TRUCTURAL DETAILS) BLOCK:SLUMP WALL FINISH: MORTAR PAINT'SWISS COFFEE' `r BRICK, METAL COLOR: BROWN ENAMEL TO MATCH WOOD COLOR (DRUBBERIZED PLAY SURFACE A, (REFER TO PLAY STRUCTURE PLANS) A / CD -5 BLUE & GREEN AVAIL. BY: SURFACE AMERICA • n APPROVED EQUAL 5-12 PICNIC TABLE E t CD -1 rt PICNIC TABLE: #FRST-6 (ADA COMPLIANT CONFIGURATION) COLOR:'BRONZE' POWDER COATED STEEL_ MOUNT: IN -GROUND MOUNTED AVAIL. BY: VICTOR STANLEY, INC. BENCH C&D t BENCH: #NRS -6 W/ BOLT -ON MID & END ARMREST(S) CD -1 COLOR:'BRONZE` POWDER COATED STEEL MOUNT: IN -GROUND MOUNTED AVAIL. BY: VICTOR STANLEY, INC. 5-14 TRASH RECEPTACLE F / CD -1 TRASH RECEPTACLE: #NSDC-36 COLOR:'BRONZE' POWDER COATED STEEL AVAIL. BY: VICTOR STANLEY, INC. BRICK PANEL B COLOR:BRICK VENEER:THIN BRICK FACE VENEER BRICK • FLASHED MORTARGROUT COLOR: AVAILABLE FROM: APPROVED POURED -IN-PLACE • FINISH COLOR:CONCRETE BEAM AT AMPHITHEATER A / CD -7 GRAY CONCRETE, SAND FINISH FLAG POLE A I CD -1 (0-18 ED L E S ENTRY SERIES -ISC, 40'HEIGHT FLAG P - .• • PO AVAIL. BY: COUCOVD 041FRICAN FLAGPOLE 5-19 BIKE RACK C / CD -7 DIKE RACK: #BRWS-101 COLOR:'BRONZE' POWDER COATED STEEL MOUNT: IN -GROUND MOUNTED AVAIL.. BY: VICTOR STANLEY, INC. 5-20 PERIMETER MASONRY WALL A&B REFER TO WALL PLANS BY CIVIL ENGINEER CD -6 •, ACCESSIBLE VIEWING LOCATION WITH BENCH B,C I CD -1 BOLT-ONCOMPANION SEATING A, IS I CD -7 COLOR:'BRONZE'POWDER COATED MOUNT:tIN-GROUND AVAIL. BY: VICTOR STANLEY, INC. SIGNAGE - Y PARK va f s SCALE: 1 =2 . NORTH 0 20 40 60 80 .. ENVIRONMENTAL DESIGN IIS' SUMMERSIMURPHY S PARTNERS, INC. ISI 34197 COAST HWY SUITE 200 DANA POINT CA 92629 (949)443-1446 331-20 - 1 a Vit Date \PCF rnl dF0% These drawings and/or the accornpanying 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.. Ip CONSTRUCTION NOTES 1 3 WCL' i 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS INTHE FIELD AND ADJUST. AS NECESSARY WHILE a '{ MAINTAINING THE DESIGN CONCEPT. i\ c 2. CONTRACTORSkiALL VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK AND j CONTACT LANDSCAPE ARCHITECT FOR AUTHORIZATION IF MODIFICATIONS ARE NECESSARY. , 3. PAYING CONTRACTOR SHALL COQROihATE WITH DRAINAGE CONTRACTOR,tftf2€{=A.l"ION } " ' CON "IRAs'; TOR AND ELECTRICIAN TO ENSURE THAT ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAVING, r' ass- y 4. VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR REINFORCING. SASE MATERiA=_S, t E+. PRESATURATION, LTD., FOR WALKS, FOOTINGS, ETC.. s r 5. ALJ.. HARDSCAPE MATERIALS, COLORS AND FINISHES INDICATED ARE SUBJECT TO CHANGE. y{. CONTRACTOR TO VERIFYWITH OWNER AND LANDSCAPE ARCHITECT THE FINAL SELECTIONS PRIOR TO ORDERING. + t s w S. IF THE FIELD CONDITIONS ARE DIFFERENT THAN WMAT IS REPRESENTED ON THE PLANS THE o ( Y CONTRACTOR SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY. P.A. 7, REFER TO PRECISE GRADING PLAN PREPARED BY CIVIL ENGINEER FOR SITE DRAINAGE. .W } P.A _;� AN & 0 Nam.._..__..___.___ CONTRACTOR TO ADHERE To THE CITY OF BAKERSFIEI D IANDSC,,APEAND IRRIGATION STANDARD DETAILS, AND COORDINATE WITH THE RECREATIONS & PARKS DEPARTMENT THROUGHOU7 CONSTRUCTIONINSIALLA.Tf N NOTES: A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER. & ASSOCIATES) FOR SIDEWALKS, CURS & 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. • DETISHT S CONCRETE PAVING C / CD -6 ,„,// NATURAL GRAY CONCRETE, MEDIUM BROOM FINISH 3-2 TENNIS COURT C / CD -2 S_3 D.G. PAVING W/ 6"WIDE CONCRETE MOW CURB B&D / D.G.:'AUTUMN GOLD', AVAIL. BY: www.tdstatematetials.com CD -3 MOW CURB: NATURAL GRAY / BROOM FINISH •• OVERHEAD SHADE DETAILS)ALUMINUM TRELLIS kREFER TO STRUCTURAL COLOR:WOOD: MATCH EAVE COLOR ON RESTROOM. ARCHITECTURE THIN BRICK VENEER: MATCH RESTROOM ARCHITECTURE ALUMINUM PRECAST CONIC.: TED, BY: QUICKCRETE i (K-7) PARKING LOT (REFER TO CIVIL ENGINEER'S PLANS) GD3 to GD7 RESTRooM (REFER TO ARCHITECTURAL PLANS) A1.1 to Ai.� 1_,_!_D • . •.. • TRASH ENCLOSURE • §TRUCTURAL DETAILS) BLOCK:SLUMP WALL FINISH: MORTAR PAINT'SWISS COFFEE' `r BRICK, METAL COLOR: BROWN ENAMEL TO MATCH WOOD COLOR (DRUBBERIZED PLAY SURFACE A, (REFER TO PLAY STRUCTURE PLANS) A / CD -5 BLUE & GREEN AVAIL. BY: SURFACE AMERICA • n APPROVED EQUAL 5-12 PICNIC TABLE E t CD -1 rt PICNIC TABLE: #FRST-6 (ADA COMPLIANT CONFIGURATION) COLOR:'BRONZE' POWDER COATED STEEL_ MOUNT: IN -GROUND MOUNTED AVAIL. BY: VICTOR STANLEY, INC. BENCH C&D t BENCH: #NRS -6 W/ BOLT -ON MID & END ARMREST(S) CD -1 COLOR:'BRONZE` POWDER COATED STEEL MOUNT: IN -GROUND MOUNTED AVAIL. BY: VICTOR STANLEY, INC. 5-14 TRASH RECEPTACLE F / CD -1 TRASH RECEPTACLE: #NSDC-36 COLOR:'BRONZE' POWDER COATED STEEL AVAIL. BY: VICTOR STANLEY, INC. BRICK PANEL B COLOR:BRICK VENEER:THIN BRICK FACE VENEER BRICK • FLASHED MORTARGROUT COLOR: AVAILABLE FROM: APPROVED POURED -IN-PLACE • FINISH COLOR:CONCRETE BEAM AT AMPHITHEATER A / CD -7 GRAY CONCRETE, SAND FINISH FLAG POLE A I CD -1 (0-18 ED L E S ENTRY SERIES -ISC, 40'HEIGHT FLAG P - .• • PO AVAIL. BY: COUCOVD 041FRICAN FLAGPOLE 5-19 BIKE RACK C / CD -7 DIKE RACK: #BRWS-101 COLOR:'BRONZE' POWDER COATED STEEL MOUNT: IN -GROUND MOUNTED AVAIL.. BY: VICTOR STANLEY, INC. 5-20 PERIMETER MASONRY WALL A&B REFER TO WALL PLANS BY CIVIL ENGINEER CD -6 •, ACCESSIBLE VIEWING LOCATION WITH BENCH B,C I CD -1 BOLT-ONCOMPANION SEATING A, IS I CD -7 COLOR:'BRONZE'POWDER COATED MOUNT:tIN-GROUND AVAIL. BY: VICTOR STANLEY, INC. SIGNAGE - Y PARK va f s SCALE: 1 =2 . NORTH 0 20 40 60 80 .. ENVIRONMENTAL DESIGN IIS' SUMMERSIMURPHY S PARTNERS, INC. ISI 34197 COAST HWY SUITE 200 DANA POINT CA 92629 (949)443-1446 331-20 - 1 a Vit Date \PCF rnl dF0% These drawings and/or the accornpanying 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.. Ip 1 3 WCL' 1 c j s w � ► I , t i id f PERTAINING TO FINISH SURFACES, SLOPE PERCENTAGES, PARKING LOT CONSTRUCTION & ADA 4 RAMPS " s'.. ON Uj Uj lb U3 Uj it Uj U ADA ACCESSIBLE PATH OF TRAVEL ✓ %%/ /I , COT d K�S./�,� ENNI I' yp , i/,, k jf ✓ \ / , _ x r - u �' REFER TO APPROVED GRADING i"T v rr' ?i.s-'.s, '1 \ / s...'.1" $ ra. �'„a+ ,... '7,k” ,�, �✓ c 3�y„ � , a. � ,,.. rte' . .., ` - PLANS PREPARE BY CIVIL l ENGINEER FOR SPOT FINISH y' SURFACE ELEVATIONS AND SLOPE ,�®.m„ ,i:' . "' ;'� "s,s,: _.�.•. dk. kr�� -� t Er! a PERCENTAGES TYP. a \ �� w' :,fi'`" d' `"'mom.. y v� 's."�'\ / / >..:: 1.'@- "`off✓� �.'\�F ^F / 1.. a:x --mss...;,,., ':.. ALL WALKWAYS WITHIN COMMUNITY ik PARAS HAVE BEEN DESIGNED TO ®T v MEET ADA ACCESSIBLY g o� a r REQUIREMENTS, TYP. L �,� a y, �9 v I a si PARKING LOT ..� '.r t `y ._..?a.� s.�s, `_'•',"; .i �"i,-�"_.,"x _ _ _ e k„'<`-"•. '.^25.+..: >: y, 4 _;-,s'v�e...`."..a. u,...«. r yy �..' - , �.� r, 5 w �mn sawralan ®w ���� a, rr a� ,red" a �m s1�m �« m� a C'n 1 mve ar ar as ee robes '" C e�� j A uel HANDICAP PARKING STALL ADA ACCESSIBLE RAMP - PER APPROVED GRADING PLANS WINDERMERE ST REST ismMR, POINTENVIRONMENTAL DESIGN SUMMERSIMURPHY & PARTNERS, INC.—: 34197 COAST INVY SUITE 200 DANA (949)443-1446 CP.� These drawing, andlor 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_ O ��, i JI �{d• ON Uj Uj lb U3 Uj it Uj U ADA ACCESSIBLE PATH OF TRAVEL ✓ %%/ /I , COT d K�S./�,� ENNI I' yp , i/,, k jf ✓ \ / , _ x r - u �' REFER TO APPROVED GRADING i"T v rr' ?i.s-'.s, '1 \ / s...'.1" $ ra. �'„a+ ,... '7,k” ,�, �✓ c 3�y„ � , a. � ,,.. rte' . .., ` - PLANS PREPARE BY CIVIL l ENGINEER FOR SPOT FINISH y' SURFACE ELEVATIONS AND SLOPE ,�®.m„ ,i:' . "' ;'� "s,s,: _.�.•. dk. kr�� -� t Er! a PERCENTAGES TYP. a \ �� w' :,fi'`" d' `"'mom.. y v� 's."�'\ / / >..:: 1.'@- "`off✓� �.'\�F ^F / 1.. a:x --mss...;,,., ':.. ALL WALKWAYS WITHIN COMMUNITY ik PARAS HAVE BEEN DESIGNED TO ®T v MEET ADA ACCESSIBLY g o� a r REQUIREMENTS, TYP. L �,� a y, �9 v I a si PARKING LOT ..� '.r t `y ._..?a.� s.�s, `_'•',"; .i �"i,-�"_.,"x _ _ _ e k„'<`-"•. '.^25.+..: >: y, 4 _;-,s'v�e...`."..a. u,...«. r yy �..' - , �.� r, 5 w �mn sawralan ®w ���� a, rr a� ,red" a �m s1�m �« m� a C'n 1 mve ar ar as ee robes '" C e�� j A uel HANDICAP PARKING STALL ADA ACCESSIBLE RAMP - PER APPROVED GRADING PLANS WINDERMERE ST REST ismMR, POINTENVIRONMENTAL DESIGN SUMMERSIMURPHY & PARTNERS, INC.—: 34197 COAST INVY SUITE 200 DANA (949)443-1446 CP.� These drawing, andlor 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_ —I ; ! It O � 4 !1 i 's LLI ca � ti rt —I ; ! It ti rt i i li .a CL LIJ a 04 X • 0 Uj IL •w rn —I ; ! It P.D, MCM9 SAID - EMSKIRK, RC 25754 IS FO. DPTMER $,10 - COMING, 1) rlil0 r I. :`f a': Dli�E - 25;37Id"p ..A7., -•\ 'I f ( i f�A J 1' I� [ >`\ � C 4 E ,url sa € c �SH�- L,�,1� �,. is AAE. te91 sss-25i3 t� a �) Sentry S�r"st;s - TSC T& (Nil &16800 FAX NyT G.?7579 � Av,mPaa Ya 4,sarIF, (3081 5s 5311E FAX InOD 257 7P6 InDS trial Liam Cleat Wiili Reinforced Raised Door Frame -- sA' ALL DIDENclo S ARE D INCHES AER S.',E HIMI MM4.ViCHAsTAALEY [LM Cr A . IB° REr ED, DISTANCE %UM%a a- _ - \ -., �.. �`*, 1 h pS n" Sr6 11x A ' 103 IM SEAT sar%" �� .-� ' � LR s 1'w° � I = San" Series #ton Con oId Nmarican Flagpole offers a' � A`'`�TM�•' ?� ..�� ___- ?k AFECPFt6D aILSi"E SOLID STEEL BA,a v .n°s,., ham.. ' �1v ,. -., '�, .X far^ Ci `at ststsm fiagpb,es rb helgMs f turn 26' to AO`. �' ` � �w " °, f r e v ♦\ C N OR ASA I�IAL�aowTE erzlsE`d I elrfc cetl der Tame tlesiq i orcJides 1„ sE I.[it;\ \ � �of an Inteioal Roe IlaIrd arV Care Meat c, s°ter,t wr,A Lie.'yyij°', v A 1t \l'' '�-\ y S° Va Y' '" ```�,`�'�•'2 h, A , .. i, d , , ��,. 1�,i'� y dentorce S[S80g It 11Pr-,,,,Vrj f0' Moderate Imn X ;i(;CBt7 AF8a5. �,?`,v� n ,� i ,, \ ,, +� \ �j I I �y �,. � \ . i t i, �, \ \\. i,. .-.Tl a , T �* �,`^.T.^y%"-+a,.Y', \ \ i , `, r ` �:\y �,� ''\ \ -.�;. ' < / �1i l ,,;€j4" Tar... x r +c„ -1_! G`'l?\�'" \ , `�,,;.. „I. q' `l\ , , {'11r ,. `\� <;, �'� v�;.i•_> ,��� �f; `�,, °s �':':•...a.atatA i- �i!' ��-�,,�,, - , ,,` an a r �. \ \ \ - - °a te �i T ..--_ WdAe r er; .._ iNTEGRpL ACCEPT IG rx , `M�.e"•�'a/ \ ,j'y 'r, \1i\\l\,\`'a, fT , F� \ t f r 1 cV�+..� , r %� „ / crTn rrt E3ali CRf1SS CHCS NF _ 1 76 E.O. TLS y se, ser rw 9 r`L 37x5 \ 4 RIDEL Pe LATV RR,34'ATIPN ONLY e ra 4eaoly U A D Beer enrtrhes < Standard Specifications . . •Padenled.11kervitDutyf Id Anodied 7iftu ruin Bal! NIRS 4'IEM �,,. ,310 YUry Center Tal ester ,,athiu,ninum fleuclvn,., puck vtidl\.,c ETM EO S'a,nles<. K=KM a ®N .i ,,fir t 4 Steed Bearing tlssem6 i - Aluminum Stec die Cast E.ass a `C.LL1'.L=J Cc __ 'v =IIT Buslun and RenoiaYse Hreed Cut LIQ � .�t ate , , TABLE t&[91i ` -- Ir - / -,�,� `. \\I 9 "'Q ,.. _•.A9 a -.7 r7@ AND 715FLI.41TI(N oRoiwelaHaerna-. 5,16"aft#i(1 Vv aNCenicr PdA�esler t `\ �•``','e `\\ A STEEL AM TAR IS - r , � - - L,., - = .� A .� Y u' Fee P?) 3f2iricss St 1 FI 9snaw 1WED TO THE Sol TRf iLAUlA9 PQii TO fdr,$RE7F FWT➢CS 18;, "' \, + \• '; 1 } ' g - Two ro Nmilreno flaps nap Crnters �- \ h'.u, as tles-Sel in Iflars; ops v✓41: ®r ..1 \ HELP ESIDE THE ASEVERM i •' ACGSC1iC i"a LC,AI E'al". 4 �`\^,. \Q _ . �A.+I L ` F��-. ;)1 ! sv ( 4 oP cry larsre, tmrer.. A..tvirer Ping .,an „fv i< c e \ ' A .syr \ �'! { v M iErnnly� aed Cnitre ,.g1. P!err es:,;.seo ®Reinfnm.n Rest -0 pionr Frame ��. IN Ay� Ber.4LD FC471II6 SOIL'WITIONS ,,.. �� "\ :, 1 \ �' 1 { r\ nal, rr 'j Rush Pdount Accee Jeer atfth Lank and Keys :.',. 1 w �, ,--.r_ � , i., i ::. ® Sa!ITATummun, FGA?: a,,h:ul,ar 2319 r.. law i 39, "-4f-tai`#hiEB t a' t` , - �t J""rA STS!. L`cw .e s - _^ p,A.3c f M,.\ ",K1� , \ t /4' �. + Calvanisto 11 E Cauge Caruzhatad steel Grw'nd Sieave <,, t ! ^ with Suet THruandin Spike NOW MAIM MIS A4AItA6 nos:lnw-tryyy �'+ 9 P12 )tAt1AAG COCOAS, CUSTaI CLaA j!NCiz+n INE Pk RASE; "'MARKS B' r J- s MCUNTI'C STArADFD B' LENGTH SIRdI `?- , - �j STANEIR ?N VA AMD SINFfJE iULARD AA IJ3ls ACID, ADA CMLSPA'T LEE v nIr1SU ICA ITTROPHAo TABIE)BEIAN M".4 "AS: 9' FRRIA ?ABLE WITH (it S' FADS H eS AND 6'F'ST-0 TABLE ADD (S 4FOR 6 MIS) Me VIEW Eti'se td- . Y Miss: Ile 3 - i Lslk'1W'Ri NOT TO SDa», aY iti, STAB OPrMINr,Vie; artk Yen ° µ. Rsinf rrCed Raised Boor Frame 2 ALL FARRILAND GETAL MEATS AS ST sL SR TBIASTED, EDPA, MPXA 'EG PFEREATED PAS r sOAR,rCR?JrhLLYt i. M.'a rT 10 Ieull N NT SALE Mfg, ate ..,r, � � Senue, rle{Apd s are decrud voin a N}MP IDAieD JIITH i 6 LC P'.vFSTE KOH COMMON, relsru"�S AFF FULLY f EANDI Aii WfiaFAiFD, PREREATS AM 2. Alt FAIFICARD ATA. ME $TEFL SHlis',da'"E, E59iy FICIPEATINCE, RANATED, AIA ELECRRyirAT-,Nlv ( ez te6tcd rdlned re 7toTced d[?01 fraXpa :1. 3 - •.I c s a ,. ,4 67A e. CATIC 31 TO FIC. CH£Vf,x AAt rU11LD fLAnHC EILX. D;ATHD PAM ARE THEN J r ,,.G 7 WAITING NYIFACPk'EW'B RAY,'rR COATED WITtI i,5.t:.. KtYCiTFR R 7NAtiXa. 4YT8 ARE MLY @PAYER AMG FR',RFdTe PATAIFATS 4'mi k c r e c wt,^ , ru?sisii6q ;h <rriatcheu sc t q* nnor anC cs ?E';F[atifLNS. THE 1HICA f k AESLaT1NG FINISH AY6URG 6.10 NILS 12r 25] r, ai 0011TH MA LE dpi TH %_ tMORTR MR BHI' D 6DAEIMY FILE. WWF) PLATS AA. TAM SLUY 0.M TO WAFINS M Ab"1VCN'S niter casGn s The ;ran., C25(T"1 area S, IT 1S NOT RE':,Mk1flE,7 TO HUME AWiN'EI ISIS lRrIL TABLE At Mt ES AAE iN PLACE. THIN Vicril SUAMR, INC. PPCCC? SPEC;P;Fh'70NS. ill•'. TNI^,AA?,tl p THE RESULIsr r.MEs? AV=R EB 6- 10 MELS 1280-2SR Mi6RmC). zlbrcn«xi to Jhe Llai .A:ziRk ns nr,.,:V3 TMST a IMRSRiA4iLY AFFIXED O ?'t f£.G %. CONSULT Boo UNLY SCCA$ FOR foli iATIOPS. S � w, r � Hutt DUamel.er ""� . ' R� P I+ w . a-. IS AG7 C'AFFIND D , .ACh.. Ar, B T BLT L ' SM FIADE THIS VICTOR STA;L..Nr. PP1GdM,T M.ISi RE E 're or seri t (4, tamper prxf 5/18 4. ANCHOR H S Ya•T E1VI CLI BY VICTOR CiPNCINS INC. PEA TLA AsFI%EO T9 TIF { Ni'AAi? IFAS tR{l` EAP Pdf3A6A171 k '� �A C, S. FQR N[e Ja` ARiA1Vt CLIMATES, 1X11 Gtr ,AiYAlIZ1N5 6EFa,C AMR ft.AT'S -S AVrI.AB E, $EE Pi'.';E4 A'ECIFTCAitON9 =LN'ktAilS. 18P1i aX unitAss Stas! frits The alumil?uni 4. AWdiCR DOLT' X07 PROViCED SY'e7C70R $iAW.EY, tiv. C �,� r v ' 6. ALL SPE [ ,ATD3Y3 ME AaJECi TO GUASf ',h,F"'5:T MRWAFACiUYEH F43 RETAIL£. 5. RUN NIA! SALT MOVE ,.IWIE6, ter DEP AALVMi2I14 $EDE P MT#R MAI Mi IS ANKLAKE:. SEE El lt4 .PCSFIAATIN POW DSTAILs t rl FIC r reel � r14 Ic NC it with h�rw (2) tamper pri>oA i, THIS PKINJOT IS "NiPRE) PARIIA0.Y LMS"�LE?. I I r 11 ,iav,t Co hr *Ai 1 71rr-2k)NC suYrsys fiaraddikenal G`ittl i R, ALL SPE���CryI{ryFICgp8�SI9yfp14�[�A�'pNy�.Sy{,13Jp❑E3q®py�A �Cy#Nyg;tl��6Egµ�,,�lypf9�k''f kalryFAiry ,�AEgRr��flE UET,tiI&, �� '",i Cleat 4pAoa mearrias see ldmrseCts, � oor FEST 6���fFs C' T .i NRB W lALti-t.iSt kR4ItA7A ilia dAiSA r�L� uatirul ,`.A LI.rI � '+�.`: !ROVSky 24egndsh Santtry 11 A CReAAFFYie - 7 37 PRfr,MOT I9 SHIPED .HTT.ILY AHED, ,� \ ; (Pale 24) and SerHry tATRC A?BAftfABIT; S_.a 5 � ��AL.sE TAKr r07176 SM STANDARD D rmT -ERcU \ 1 STULSTE��'6hTIES BrMI AL1 NEIL E LPW UPTIOUNAL a MAT LEG SPACING A ! IN gristem MISR$ PITH PAF&V .4YD DIPLi#D ,A5Ef491Y 121 AN a 6-Feff MAHEs STANDARD yrAFArs MAT STANDARD i'CPriAD AiWiQW4o-USCt,6' "LiFHRXa NBA STRUCTURAL DETAIL REFERENCE 21CPL-Si rl<e>„Lr PICNIC TABLE SCALE: N.T,S. C BOLT-ONARMREST SCALE: N.T.S. � AIFLAGPOLE SCALE: N.T.S. ', 9, ORMES DR, - MISE IC 207A UJ. P A. SoNeR no x u{IFN, r 20754'NA 114"q, j1 R a i` �1 Jr, �'.- -- "N' TOLL PACT SBd ?5Fs (US4 8 CA.k�I ��,�,.�...� ( E '" 1 A, ,v � + ` sv Tr7" F?FPI iRQ1 'SS 'F,l�. IUSn & GN+9A) P.OOdAN R 33n ..GiKIFK, YC 20754' 3 ata,),ex�,frh,.s,.uyJlr,. kamwsnNcs,xe,962 HL lSS+a 'SS SNO FAX UrIU 267457B � w,x+yc:rsoce o, ;r ,rH.� ��...ff ar,a.a&N to (a, Ig8ifime FAX(AN112Gt-7Ris IDL A?s, (9-8)58 FM 141E d OANEIAD r Y Y 43 `T 5# 4$ S'S' Pi A. Lt Y" TR R1, BSEP M7 I(NA,Y' NSAB OUR a E in? r'ANA.VS6TON$TMaE4 UCM SNI RITE. flTTH I,t'VN V7.I�"i�IAEY.Cr 1 ' ALt Oi$ENSIW6 ME L9 :NCiIES " a AS ,31. N7IP,ArdWW.'AEaiCSiTAAIEY,ApiJ Create a timeless moment°' .. ' PJ. OIENSi� ARE 1X iM7UES' IBIS PR(AAI„ C CUrtAEO 8Y ONE r WE OF THE FBIIDAiHG ' A'.L D[iH.:StC'iS APE IN 1NCtES " ��'T1�11 P \U,S, PATER To D446 832 S; :95D,iSU S; 04Af,45A S; 3476,465'S N 26' - }°` ' `•a1 .,LRa 0 R CIA` CAM Ti 90191 98159; Him! 98108 d -p x�r i A 5 tl 6 �-, _...� t Si;FI SLATS MW f NUEP - E„< S SOLID STEEL: 671DfA4 trK BOK U.S, PAltk1 8,59£,£44 B1 r' \ t TELA 2 In, Y f air '\�,, 1-.. a £ i&Yi 6l) ! \o'a 'r SOLID SINAL Sts \S \,r\ rL`,,i \,�\ h.,�. t `{r,5,,'\ ty�\\ �'s'\. ..5,.,;k S^a' E1`, to F SL4 S SAE FORCED : ' �;l" '. -ti „ \1 tU`tr ` v� ,i4w u�- A71'EIvNi iD STEEL BA2 ��� �� -74 r2'A"»aa2IXH'A. tillY i\cT-�`V� .t,, yf 't. ---_ 9 5... .,,, r II it l i/' - SLID STEEL &VA A, �"° t`il � n 5'ec. A�11,.R TAB IS �nA Ary -IME) 'NEnA'iliDa' S?EEL afDA ,,., _rACTUDeft 'IN THE tIYCRETE POETtYv (� _ 'a DI EACH TEG SUALLE w 'i' A 91$E 'AlseR TAB IS SOLID ACfMR07Na i-lnxN `'�, ' 42 3t--." x 1 1 A { I r SEN HALO -'D It f SUTTON v c SOIL _aOmm METE Fres f N I�I E) - NEAMAL SEtIO A4 1 1 , R "HP 'IN i IG TO CRIJACE ANSErL4 TH ONE i^ T ,lpif; 2, CUA.TE FIXinRC t\\`i. �r� i •I S �� h•.i LFII♦ TEL &TSS t , . '.` 'v % . WIMIESRNI ikliLO _- \ r,4fS'�\��, \\\\�- ^'' .. - - h _ y 59' 1 e GaASa YEroSEHB OF ,o C It 15145° T:c'LAR >°, _,.,ee, t.'FEETSIL _..'.i,� it --ape STEEL .I... . •eA v "\., ^��\ n rg. „-- 25,8 I&AAR ,.i',EL d4 ,,,A'• it I ..,a ( r.J ,J\ �ni:�r' - 238 TtC'UtbA111111LU,„u 36 Kim nDITYNIP c'�Av ,AAS �`--> X 1+ !r. ,t,J.r., �r., �1 -:. `' VN`NG , rn SINVITY P.AR'a0 LINER ,f%'• AAtY��;' `. `., f� a f- ' ` \ S1EH Lei 1 s �1=1.1)' 4IS) Lc c _ 1 .,4 SNLflE SITS ON 59' i3' S1P,aE1'BASS ,YflfC PPcTmn ��� e ,N0.*li, TDRIO8LRBI 2d tie -.J A o,B D(PHAITITER INCfIW1 air;pry7L 3�DPi PC".BRBIIC 9 1121 I _I -_ 'Pv.� F� \ ilRtpLia STEEL $YAt'FD'HGE SOLID R -� - e MARY. ISMIC, Cid>S-NE SU6Ep'5'c+IBIMMR MEL AVARALE OPTIONS: Et9ATI4s LIDS SOIL ,M,11I043 I ®r CENTS Ii-CENT25' Corti .0 CANTER . TO SISPAL' W1RRS, 2 Serest, IETALI, COLORS, STMND QALY WI H LIC (ii Slaw), AVASIAALi1 MH DPT6e10 daim wis imar la s 14 RAL ) FORMED 6S" LID, FEMA LNM CUT) WIN MUNMEN Sir& OTT, DEC IM FILME S PC Rus RAIN M7 119 RAIN TARE LID V9 STAINLESS STFFL ASHdAY, MAI ABLE PIICR€; MATURE Serieti: 94RLAILi flip STEEL RLAai.SS IN Vt91 rMRE SIZES no aiNE Am AME LIDB ASNTMYS ASI.A9!.E gSTN OPTICK 5 'IDB tEiCThY PtYIOEE Wit iilFxiiu SIRL WtUC9R DECALS ASHTRAY +LVEF, ID Anifigm CALCES; 2 Hi METALLIC Milli STANDARD 4' 1D Rr'MWD MADE, 2 OFTIKI CTALtt: ' S, STk10.WD 4' SECAM, 1101 Gl RS IIr'LUO'so THE lx ONCE) $TADARE 6' LENGTH tria OUSTOR LIMIS iiml-URRIN INC RA, MINE; STACK 5' (A$ MA STMM CIN La2AI LATe, MAIALE WITH OPTIMAL KDAID LCC' BON 1NTERIF.01Aff MWEST5 STANDARD S' IME6{SHATE AAGIISI$ (DOLT, a1) STANDARD 8' 15 SHS LIC DOLT,. 71, PLACE, AVAZALE WITH andes. M,WE en'l A', 5, A S' AYAIAIE WITH EPTIONAL ANXL3TS :M SHM) M�:T.IA 4', 6', A 8' MIMS NTH OFI NGit Ml {AS SHUFMI "TAB 3IMLIS AMR ICL'5 ASO OPTICAL. K"IIUC RATE CCVEP. STAMMER INQVIRC e6 RNPRD 0 CUM STANDARD IX-GREMM HAS $ CA) W, SAG NOTES: AVM:iAm !WITH OPT oAL SL,; W788IC M -L A'AAILARD! ffiT� OPTICAL STILL Blitz' 1. DRAMNs NET TO ME. UC NOT ECTLE LWAMINS, NOTES: NOTES: 2. AIL FARDIDATED PEAL COFM$ ARE Se sl SK.%'.6fAST-ED E tlED, Per4ii iA lAt tr2EiCAR, AM 3ECIROSTAiSGAILY M NNATEO WITH T: Lf., 74LYESTEB sorts OflAtinsm ACT N OCKE. OO NOT ME ONUW'IiU. 1. Mims OUT IO SCALE. N NOT SCP ;da:R:LS. CNTIRM TCI$ ARE V au CLEARED ADD PRETRIUM9, MARTED ANN COATED'VRTLE IGT TO FILL CREVICS., AND BUILD FIJI COATING, 01E0 PARTS ARE THEN AIRA.Y CAP 2 AI EMA197D RETAIL DOOPiYRERF3 AYE STEL AR'NRLAS I', EFNED, PCIPIATREO, TRENEAPEC, At aE6TAUSTAn ALLY 2. ALL E0.ANRATS issh DONPORBIR ME STEEL BH N ACTE9,:iCM, ReSPHATIMMA, neEATED, AIA rif5TRO3TA?iC:h' I_Y To COATING R WFAONRER'S SPECIFICATIONS, THE T NSMSS OF THE R'[SW".TING MICE AVE'WNES 8-16 XIUs ?2m-25 Wmergs). -PCAM ,WAeR WiH ? D i.e. PDLYcR.S NOTES WINDS, PfC!t'M, ARE FULLY G£RSEO AND WREWTER, REDIATED At cmF-CDATED WITH TALC, rCYSTEA POY R H�INI FF I[$ ARE IRV REASED AND NETKAT:7I PRE-FSTED AND 9, DTI. kicIFTED ERNE I� AMI 9TAIABr STEEL SNCL PINS FOR` 0 GOVAiRT, S-iMg 9'r1R' SOLID STEEL LAIC$ ASERY r OP'iIAL .I 41'EO'MIILE IT, To rlu e'EVICES #C- BUILD CDftlo, Filk, COMD) ?AR Aft `191 ALLY C'TnEG A MIME !�IIFdsUSiER'S GATED WHILE NOT TO FILO,;61 S AND fiIIM WT`E ITER, ELATED ell .05 LAIN FULLY CISEO ID C OIN P181FACTIMER'S PATENTEE SAUNTLOSS SUPE SESD LUCK ASKENLY, SPECIF[GA71,r,,Ng. HE TAI; OMIS OP THE EERIIINR FILED A4Mns 810 MCLS I& ROD PICNIC ,. $PTCIFICATIONS. DO i4Cd4'EiS OF THE RESLTIN MISS AVERAGES 8 10 91U 124-250 KGEgS), 4, THIS VIC111R SiAol INC, Great MUST R, F'FN.tUMEELY AAFIR-FU to THE GROUND. UC#SCLT YE GNIL MS FOR REpJLATIDAS• U. L',S VICTOR STAA`LFY, IS. FCiSAT in, S PEACEARN P AFFiAEO IN -a AM, ,°AMov YOUR LAVA CARDED TDMA FEnAJIA mNS 3, TITS VICTOR SNdEY, INC. °rte W BE PERM NTLY AMAD IN THE «iSLT YpC LOCAL Lam. Fa. LEC{,AATIONS. 'C„ v •, ,f' e., i'. ..EY 'M1 a uA .,..A LIE %. - 18 .. i' M vt` 1' ii - - e ILIMP 5. V..'eR SiAR.E„ vMt;,, PLASTIC .� UCAS A,Pt NIXOEE .N T[ALISU LSSi�EO.OR .]7 U7SF0 BY Y.6ifS STANLEY, CNC. TrLR' OFFER NAMIW.H G➢AACfi .iR. STRENGTH M.., A A H1CN 540 ALo,4. O1khtES, NOT -0:R C41.VAN13gC 5F"tiFf PQMJHA G+iIlXG ,. AvA.C48L. &11�D'.v W.tA Z_"C IS PE�fA4EU FaI _vat S pH_V, M. C' Fd 4. � 11d! `sU.I AB0.9AVE hu[R4teS, tCT�U7P &RLUAN[ZIRC BCFC3E R'XNER C6AIING 1S AYAINALE. IAT -0[P 6,V1'lh+DL[R 1.. PfAFOWRD FOR Y,L u., d'PMLE'f, LNG Sr AN �'e ce SC , - TF EXPERIENCES ". IFI^ PINI' Arra P'. rT i AWE EKFPa Hit " V'. 90T.Is? V HSI ; : t v : s o AL ;r • ' z STI T. -e , IE .. a. - Lat'AN'IE15ti UCA.iPIICrsW GING 9RR[Gt ACHIIRD RF,.., .N1E9Rk PIAS, � Na@4�STld#€1H XATER1AiS. TH.iS N[NINiZfS N44GL� DIFFICULTY hX0 FAClliih.. EASY DWI. I-0 p >n a`€LG S 'OH uW. AMIIIHG. +tp GI GM AA.t.ka [N9LAE$ AN Mart , INE YS�TREA7Ph'T AID i3REF510N [N P ThA1:' .rFEPsEN[ED 9W.I [.. � S..M s frSCN PPOrGt, hW" ^.,..FIG FS gKYAY[ZSIC. A'" BIP BN.VNiIZIL ,1f WCt, M AGGRESSIVE THE,:HEXi ADD IMSfiA IN A IN SITTING At STORid£ MILE AFFICE IA Urs BSP[E LIFE, ON CHANGED LAID EIF a CP, AMR MUT PWCi, THE REBULTISv SURFACE IS RESISTANT. i4 NLIST BUT HAS WE UNEVENNESS RESP.74.i F?rti THE INVER S IR, ZINC S aAkAFA I lar) 219D A7 UC *MD ONT (45'5, THE RCULTING STAPLE IS REDISTAN1' TO Nfa &N AS N LWFYENR9 REMISS FRAM THE MTV,' UC 111E NBC C. W, BOLT 14T FIRIOED BY VICTOR aTAN10, INC Tr THE STEEL SURFACE. AS A RESULT, or PIYGERA",AT'shR 9M. FINDS OYER mCi EALANNI ED SCIPPAIE. RaY EXHIBIT ONE, r:l#tikES, AA MY IAT BE PJ TRE STEEL SURSAE A3 A MIT, THE PUER.^%A-,[K, 8iR510E HNISR EVER :HA GALMIZED SUPFAL: on WB1T SIGNS, 1Nk'CXVAE3, AYR HAY NOT K. i. FOR AISU &ALT tdeENE L[NiPEB, IGT OIP r>,1iYA91ZIN£ 9SiWE Pam r'A'I1C [S hVl'AfO1.E. SEE MITI SFWSF1Di1I N3 FS DE AIl9, AS SWIGOM rC iLc" 9i4IuAL? HNIr, ?NIS LRENEil kA ChCS1515iEtT `;Air CI L FPB DGSA.SLY$. 1H,tA, K4XSAC;LWER FOR fEAAaR9. AN RP, AS THE STANDAK' FINIS; THIS 0NE'IFM AM TBOY'31S7er FIRIM T3 I FDR OADANtar. ZVKT M''AFA,HIRFR FS m7AiLs. E ALL "IFICATIONS ARE SUBJEG N CPoWS. egrebT MAW LLTLiER RD INUAI S. AL ALL ARE SUBJECT TD CPol54.E, rAlTiCT 9§ ACMILc_-9 Fill F'uht' 5. ALL a. E" F UTAaC AGE SURJSCT TO OHARK aMTACr VfNDfAMER Fait DETAILS 0. IDIS Farrar 1$ SHIPPED FLHSY AWALiD. S DIP PRtrUCT IS :iCRED I?tMai,4ttY UNA r1.EA, B. THIS ""Or IS SHIPPED P,AYTIA..Y 4'Y°SSfRfdHl. / NSDC-36 NRB -1v _,iFRB-6 _ ) 'CrE`.,'�TE3� 98RIES 4 SILGN SIM -MAI aMRS RICK erd % g SFd,81REp givB SLE. SLAT DXv r A STIAES P, ALL STIE RNAAE'S SAGR \ i SURNI STAMBdiB wrtva %LUF1:C1 _ 5M'ilit STANUCHD 8-f it LEROY- r SIX: STANDARD BPF HORI a OFP.C89L KEYED COCK Efd � 3TAND"30 2Y GRa1n* ¥.ANT BTA"Cab76 INN61gii lar x1ri RI AHfYEs9 OPTiOhil (3) taws (RLI -S') TRASH RECEPTACLE SCALEENCH SCALE: N.T.S. B COMPANION SEATING AT ADA VIEWING LOCATION SUMMERSAMi3RPHY i9 PARTNERS, INC. 34197 COAST HWY SUITE 266 DANA POINT CA 92629 (949)443-1446 131 -20 \a\TR� to%a \�.OF CA LIrU.% These drawings andlaor the ace a ing specifications ecifications ar-eA are the exclusive property of Surrvrem/Murphy & Partners, Inc. and their use and publi• cation shall be restricted to the original site for which they were prepared. Rewese, repro duction or publication by any method, En whole or pare, ES prohibited except by written permission from Summers/ Murphy al Partners, Inc ply j I + i I NV u^ i I Ld � i I I a r � f i R i I CL Ci f i W Oe r CQ iM A OWN 1. 10'HIGH GALVANIZED CHAIN LINK FENCE (REFER TO PLAN FOR EXACT LOCATION OF FENCING) PRE -FABRICATED CHAINLINK GATE SEE DETAIL THIS 0 illa° �:: " II CO., AVAILABLE AT DAVE .• sl r« O �) o 4 6 3 11 R1 OPEN " s PLEXIPAVE CONCRETESURFACE AVAILABLE THROUGH PROSURFACE, (714) w FLORIDA GREEN « CONCRETEBY. AVAILABLE THROUGH 4 i; i 348-6427 STRIPS6. WHITE PLEAPAVE CONCRETE SURFACE. AVAILABI E THROUGH PROSURFACE, 10' I. 40' I. 10' 12' 14`-6" 1 27` ED 0 as n 5 SECTION VIEW « GALVANIZED POST CAP TO BE GALVANIZED BOTTOM RAIL (SEE SELECTED BY CONTRACTOR. POST SCHEDULE, THIS SHEET). 2. GALVANIZED TOP RAIL (SEE POST FINISH GRADE, SEE PLAN FOR LOCATION. SCHEDULE, THIS SHEET). 3. COMPACTED SUBGRADE GALVANIZED POST (SEE POST REFER TO SOILS REPORT FOR SCHEDULE, THIS SHEET) REL. COMP. REQ. 4. GALVANIZED CHAIN LINK FABRIC - CONCRETE FOOTING (REFER TO 9 GAUGE MESH GALVANIZED WITH 1/4"X 314" STRETCHER BARS, KNUCKLED SELVAGE TOP AND BOTTOM, REFER TO THIS DETAIL FOR MESH SIZE. ♦ u11 6, CONCRETE PAVING (DETAIL 1, SHEET CD -1) 7. GALVANIZED BOTTOM RAIL (SEE POST SCHEDULE, THIS SHEET). 8. FINISH GRADE.. SEE PLAN FOR LOCATION. 9. COMPACTED SUBGRADE REFER TO SOILS REPORT FOR REL. COMP. REQ. 10. CONCRETE FOOTING (REFER TO STRUCTURAL ENGINEERS DETAILS) FENCE MATERIALS_ --__.__.__ _--__ ___. TOP RAIL, ° GALVANIZED CHAIN LINK FABRIC GATE MID RAIL, FTG. FOOTING TRUSS BAR & STRETCHER BAR FENCE HT. END POST LINE POST GATE POST FRAME BOTTOM RAIL CLASS DEPTH DIAMETER TOS' HIGH 2-3/8' OD 2.30OD 2-3/8" OBJ 2" OD 1$(8" OD 9 18 8 I r 2" MESH, 9 GA. GALVANIZED TO 0' Ni /8"' OD 12 -?i8 OD 2-718' OD 12" OD I 15/8"OD 1 1 24 fl TO 8' HIGH 2-718" OD 2-7/8" Oil 4' OD 2' OD 15/8 OD 1 1 30" 8" j TO 10' HIGH 4" OD 2-7/8" OD 4`00 12" OD 1-518" OD I 1 I 36" 12" I 1-314" MESH, 9 GA. GALVANIZED TO 12' HIGH 4" OD 2-78" Ola 4" OD 2" OD 15/8' ODI 1 ! 48" If f z, y TO 14' HIGH 5-9;16" OD 2-718" OD 4" OD 2" OD 1 1518" OD 1 1 ' 54 18" i ° 1/4" X 314" GALVANIZED TENSION 1470 27' HIGH $ ur'8" OD ! - l" 2$"___f WIRE STRUCTURAL RETAIL REFERENCE 1tCPL-S11 A I TENNIS COUR.TF I 3,_0„ j CLEAR Weigm 1. TOP RAIL, GALVANIZED 2. HORIZONTAL BRACE, GALVANIZED 3. WELDED GATE_ FRAME, GALVANIZED 4. 3/8" DIA. GALVANIZED TRUSS BAR WITH TURNBUCKLE 's'. HEAVY DUTY GALVANIZED FORK WITH PROVISION FOR PADLOCK. CONSTRUCT FROM 3/8'X 1-112" STEEL PLATE. ALL WELDS TO BE CONTINUOUS AND PER FENCE NOTES. POSTS, GALVANIZED LOCATE ON BOTH SIDES OF GATE. 6. FINISH SURFACE OF PAVING 7. PRE -FABRICATED GALVANIZED CHAINLINK GATE 8. MILDRAIL GALVANIZED, SEE POST SCHEDULE THIS SHEET COURTROOM SCALE:1 "=10'-0" 1 B I TENNIS COURTSCALE:1 "-1 /Z-0" ENVIRONMENTAL DESIGN SUMMERSIMURPHY S PARTNERS, INC. 34197 COAST HW!' SUITE 249 DANA POINT CA 92829 (949)443-9445 7-31-24 ! R eo % / x G �rFtiF CALIVO These drawings and/or the accompanying specifications am the exclusive property of Summers/Murphy & Partners, Inc, and their use and pubhi cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whale or pare, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. 0 � E S t > { s + �s I i � i I i IN Rill %il}s ; W ® 111 �n51� U )rsi �,`i%i.{ �`} �rh,')2yn n N .fin �'T><F✓ NT.F'�?f){ }Yr`'1 ::f��}.�:,±�r {?.tias?_vs` �iTZt`�� I { (�y4� lY,' i � '�£r }""✓ t),r t#,�� ii � ;< }s s ,f t S I } � E z; i. x"G.���+�+h '�Yr€:lb � k *';; t��,�lf {�� u'f'tS ` �. �C'}C ' 4.�C �'S x'V' i t4ti.�}}'.r}�,.•n I+K4fr`£ ��?* cr {i.{ 1?Y};_f }}`]<S�t$.. f $�55 ({,s{f{ <4,$aSr $Z`'.1. SECTION VIEW « GALVANIZED POST CAP TO BE GALVANIZED BOTTOM RAIL (SEE SELECTED BY CONTRACTOR. POST SCHEDULE, THIS SHEET). 2. GALVANIZED TOP RAIL (SEE POST FINISH GRADE, SEE PLAN FOR LOCATION. SCHEDULE, THIS SHEET). 3. COMPACTED SUBGRADE GALVANIZED POST (SEE POST REFER TO SOILS REPORT FOR SCHEDULE, THIS SHEET) REL. COMP. REQ. 4. GALVANIZED CHAIN LINK FABRIC - CONCRETE FOOTING (REFER TO 9 GAUGE MESH GALVANIZED WITH 1/4"X 314" STRETCHER BARS, KNUCKLED SELVAGE TOP AND BOTTOM, REFER TO THIS DETAIL FOR MESH SIZE. ♦ u11 6, CONCRETE PAVING (DETAIL 1, SHEET CD -1) 7. GALVANIZED BOTTOM RAIL (SEE POST SCHEDULE, THIS SHEET). 8. FINISH GRADE.. SEE PLAN FOR LOCATION. 9. COMPACTED SUBGRADE REFER TO SOILS REPORT FOR REL. COMP. REQ. 10. CONCRETE FOOTING (REFER TO STRUCTURAL ENGINEERS DETAILS) FENCE MATERIALS_ --__.__.__ _--__ ___. TOP RAIL, ° GALVANIZED CHAIN LINK FABRIC GATE MID RAIL, FTG. FOOTING TRUSS BAR & STRETCHER BAR FENCE HT. END POST LINE POST GATE POST FRAME BOTTOM RAIL CLASS DEPTH DIAMETER TOS' HIGH 2-3/8' OD 2.30OD 2-3/8" OBJ 2" OD 1$(8" OD 9 18 8 I r 2" MESH, 9 GA. GALVANIZED TO 0' Ni /8"' OD 12 -?i8 OD 2-718' OD 12" OD I 15/8"OD 1 1 24 fl TO 8' HIGH 2-718" OD 2-7/8" Oil 4' OD 2' OD 15/8 OD 1 1 30" 8" j TO 10' HIGH 4" OD 2-7/8" OD 4`00 12" OD 1-518" OD I 1 I 36" 12" I 1-314" MESH, 9 GA. GALVANIZED TO 12' HIGH 4" OD 2-78" Ola 4" OD 2" OD 15/8' ODI 1 ! 48" If f z, y TO 14' HIGH 5-9;16" OD 2-718" OD 4" OD 2" OD 1 1518" OD 1 1 ' 54 18" i ° 1/4" X 314" GALVANIZED TENSION 1470 27' HIGH $ ur'8" OD ! - l" 2$"___f WIRE STRUCTURAL RETAIL REFERENCE 1tCPL-S11 A I TENNIS COUR.TF I 3,_0„ j CLEAR Weigm 1. TOP RAIL, GALVANIZED 2. HORIZONTAL BRACE, GALVANIZED 3. WELDED GATE_ FRAME, GALVANIZED 4. 3/8" DIA. GALVANIZED TRUSS BAR WITH TURNBUCKLE 's'. HEAVY DUTY GALVANIZED FORK WITH PROVISION FOR PADLOCK. CONSTRUCT FROM 3/8'X 1-112" STEEL PLATE. ALL WELDS TO BE CONTINUOUS AND PER FENCE NOTES. POSTS, GALVANIZED LOCATE ON BOTH SIDES OF GATE. 6. FINISH SURFACE OF PAVING 7. PRE -FABRICATED GALVANIZED CHAINLINK GATE 8. MILDRAIL GALVANIZED, SEE POST SCHEDULE THIS SHEET COURTROOM SCALE:1 "=10'-0" 1 B I TENNIS COURTSCALE:1 "-1 /Z-0" ENVIRONMENTAL DESIGN SUMMERSIMURPHY S PARTNERS, INC. 34197 COAST HW!' SUITE 249 DANA POINT CA 92829 (949)443-9445 7-31-24 ! R eo % / x G �rFtiF CALIVO These drawings and/or the accompanying specifications am the exclusive property of Summers/Murphy & Partners, Inc, and their use and pubhi cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whale or pare, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. 0 � { E I i � i I i W ® 111 1 7 1-r-�t i A « x 7 1-r-�t M t CONCRETE MOW SHEET CURB, TYP. —REFERia 2. STABILIZED FINISH DECOMPOSED R... GI`-REFER 1 BASE MATERIAL � �IULE -REFER I SOILS Ali I I 4. COMPACTED ! lAD . SOILS REPORT FOA REQUIREMENTS 11-11t-1 F117WAVI 1111 DOW] SCALE:1 MUMMY CONCRETE1. POURED IN PLACE RUBBER PLAYGROIND SURFACE 4, FLOOR STRAIRER (REFER TO FINISH SCHEDULE) 5. DRAIN LINE, REFER TO CIVIL PLANS FOR MATERIAL Z CONCRETE PAVING (REFER DETAIL C /CD -6) AND SIZING. 1 DEEPENED ! 6. COMPACTED SUB -GRADE PAVING. O w! !PLANS, s APPLICABLE. AND REINFORCEMENT ! SCALE:1 "=V -G" Na"Im lax= NOTES: REFER TO STRUCTURAL ENGINEER'S DETAILS AND CALCULATIONS FOR ALL CONNECTIONS, REINFORCING AND FOOTING INFORMATION - ALL CONNECTORS, FASTENERS AND OTHER HARDWARE TO BE HOT DIPPED GALVANIZED No STONE1 . 16" SQ. SLUMP COLUMN BLOCK -GROUT FILL SOLID ALL VOIDS. -REFER TO STRUCTURAL DETAIL, TYP. -SLUMP • MATC COMMUNITY THEME WALL, TYP. 2. PLANTING AREA/FINISH GRADE, TYP. 3. COMPACTED SUB -GRADE REPORT VOIDS,4. 8"x6"x1G'SLUMP BLOCK WALL -GROUT FILL SO ALL 4 -SLUMP STONE a FINISH TO M COMMUNITY THEME WALL, TYP. 5. STRUCTURAL CONCRETE FOOTING W/ STEEL REINFORCEMENT -REFER TO STRUCTURAL DETAILS, TYP. 6. BRICK WALL CAP -BRICK TO MATCH COMMUNII THEME WALL., TYP. 7. ADJACENT CONCRETE CURB 8, HEAVY DUTY DROP CANE BOLT ACCEPTGATE FRAME - SET 1W x 1" DIA. GALV. PIPE SLEEVE TO BOLT. PLAN VIEW SCALE. 112" CL 12' CL ELEV_ATIO_N VIEW-- SECTION VIEW - C SCALE: 112" = V-0" FRAME9. ADJACENT ASPHALT PAVING -BY OTHERS % HEAVY DUTY GATE LATCH It 2"x2l" METALIZED TUBULAR STEEL GATE FRAME 12. 4" SQ. METALIZED TUBULAR STEEL POST 13. GALVANIZED FIXED LOUVER PANEL -PAINTED TO MATCH TUBE STEEL APPROVEDwww.ametco.com OR ! -NATURAL14. HEAVY DUrt SELF CLOSING GATE HINGE 15. ADJACENT CONCRETE PAVING WITH MEDIUM BROOM ♦2"xB" BUFFER BOARDMOUNTED ON WALLIS) OF ENCLOSURE PER CITY OF WIDE F i STANDARD #ST -27 SECTION VIEW - D SCALE.: 1!2" = 1'-0" ELEVATION VIEW - B SCALE: 112" = V-0" CONCRETESCALE: 3"=I' -O" ' A I TRASH ENCLOSURESCALE:3/4"=1'-0" SUMMERSIMURPHY & PARTNERS, INC. 34191 COAST HWY SUITE 200 DANA POINT CA 92629 (149)443-1446 c 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 while or part, is prohibited except by mitten permission from Summers/ Murphy &. Partners, inc. E i, z� OICJ} I� 1! Of w W I— Q IIF Q�I�!�1�1G1 r I E i, I� w IIF r I � t a 1 r• �i • ar � • s. LIJ y sCL LU i C 04 cr 0 1 LU -.. a i Al ti -a 2-2 Or_ .I lulV V ICVV - K SCALE: vz2 _ v-& • i • •' a ! a r' — b'L4x ELEVATION VIEW 2 M" 21/2° SCALE: 318" = 1'4' it ~..• i!'III 1. ENLARGEMENT VIEW - JOIST END CUT SCALE: 314" = V-0" ENLARGEMENT VIEW - BEAM END CUT SCALE: 314" = T-0" CL - Ct_— r NI v CL I f CL — 2v �; j CL ... c r , nl; oi� w 231-61180, TYP. CL CL PLAN VIEW SCALE: 3113" = V-0" ELEVATION SCALE: 3(8" = 14 Im T-3„ 231-61, SQ. TYP, I T SO. CL CL CL CL i T'x`FI. ■ • r € IN CS ( SECTION VIEV SCALE: 318" = 9'-0" N of 13i3�1_Ti•(M7�ar1{3�ifii_._ REFER rO STRUCiUh"tAL PLANS CL CL CL 1 C.Y�T±x��SL�:�vlri CMU BLOCK LAYOUT - D SCALE: 31&'= I' -O" STRUCTURAL DETAIL REFERENCE SMP ENVIRONMENTAL DESIGN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629 (949)443-1446 These drawings and/or the accompanying specifications arc: theexclusive property of Summers/Murphy & Partners, Inc and their use and publi- cation shalt be restricted to the original site for which they were prepared. Re -use, reps duction or publication by any method, in whole or part, is pmfiibited except by written permission from Summers/ Murphy & Partners, Inc - (j0 W I 4 � I d �1, 'Ilk • THE INSTALLATION OF THE EQUIPMENT SHALL BE INSTALLED BY A CERTIFIED PLAYGROUND SAFETY INSPECTOR AS RECOGNIZED BY THE NATIONAL PLAYGROUND SAFETY INSTITUTE. • ALL PLAYGROUND AND FITNESS EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ALL CURRENT FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, ASTM F3101-15, F1292 AND F1487. • ALL PLAYGROUND J FITNESS EQUIPMENT AND SURFACING SHALL BE INSPECTED UPON COMPLETION BY A CERTIFIED PLAYGROUND INSPECTOR SELECTED BY THE CITY OF BAKERSFIELD. ® THE PLAYGROUND INSPECTOR SHALL CONDUCT AN AUDIT OF THE PLAYGROUND! FITNESS EQUIPMENT, SURFACING, (LOOSE FILLED AND UNITARY) AND INSTALLATION, THE INVENTORY OF THE EQUIPMENT AND AUDIT OF THE EQUIPMENT AND SURFACING SHALL BE IN COMPLIANCE WITH CURRENT ASTM, ADA AND USCPSC REQUIREMENTS. o A COPY OF THE AUDIT AND ANY NOTABLE DEFICIENCIES SHALL BE SUBMITTED TO THE CONTRACTOR FOR ANY CORRECTION PRIOR TO ACCEPTANCE. • EACH PLAYGROUND AREA SHALL INCLUDE A POURED -IN-PLACE RESILIENT SURFACING OVER THE CONCRETE BASE COVERING A MINIMUM OF 50% OF THE PLAYGROUND AREAS SHOWN ON THE PLANS. ® THE THICKNESS OF THE POURED -IN-PLACE SURFACING SHALL MEET OR EXCEED CPSDC AND ASTM -F1292, n THE WEAR COURSE SHALL BE 50% BLACK WITH 50% OTHER COLORED RUBBER. COLOR TO BE DETERMINED BY THE CITY UPON VERIFYING THE COLOR OF THE PLAYGROUND EQUIPMENT. a CONCRETE BASE SLAB SHALL HAVE A 2% SLOPE TOWARDS THE SAND FILLED AREAS OF THE PLAYGROUND OR AS DIRECTED BY THE ENGINEER. CONCRETE SHALL MAINTAIN A TOLERANCE OF 1/8" IN 10'. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FLOODING BASE SLAB TO INSURE PROPER SLOPE AND TOLERANCE. AREAS HOLDING MORE THAN 1/8" OF WATER SHALL BE PATCHED. CONCRETE SHALL HAVE A HEAVY BROOM FINISH. ALLOW 7 DAYS OF CURE TIME PRIOR TO ANY INSTALLATION OF POURED IN PLACE RUBBERIZED RESILIENT SURFACING. SLAB THICKENED EDGES SHALL ADHERE TO THE DETAILS SOWN ON THE PLANS. • DOUBLE WASHED PLAYGROUND SAND SHALL. BE INSTALLED IN ALL AREAS THAT DO NOT RECEIVE RUBBERIZED SURFACING, SAND SHALL MEET CURRENT ASTM GRADATION PROCESS OF AGGREGATE FOR MASONRY MORTAR DESIGNATION C-1444-84. PRIOR TO INSTALLATION THE CONTRACTOR SHALL PROVIDE A CERTIFICATE TO THE CITY FOR APPROVAL. PROVIDING THE SAND IS IN ACCORDANCE WITH THE FOLLOWING SIEVE ANALYSIS. Flay �oOs tern -CAU OBS RUCTI,_"NS AIITLiN USE _70NE`. OF P�tYGPOUND EQUIPYEEVT TH.AT 1, F NOT P,A=T of TETE RAY STRUCTURE (FOR EXAI,/IP E, 1' c _INK) SPA- ':E Al LEEN 84 IN (21130mm) AFG' VE EACH. D IGNAI'-D PLAY SLIR�A. E OF 84 N. 213Jrrrn} ABOVE THE h,Oi O NT OF SWINGS. Flay �oOs tern -CAU IN °Eu- & P'A:Y U P 9 iiT IS IO ,C I, ti) FOR C s' 10, 20' 4Y - REFERENCE ONLY -SEE PLANS PREPARED rF. 7 W 711 ROOM] ■ Pin yB00 ;ter s (T-.. J VF_'GY"S) Belcourt Bakersf:ieid, C; POURED IN PLACE RUBBERIZED SURFACE: (BY SURFACE AMERICA OR EQUAL) HUNTER GREEN BRIGHT GREEN Re.-I'4Te s t 0uLdo c)r ProCl1-kc t; , Inc. rV Trc)1�rTP jo- es P'ayBoost.er DRAWING #: 78929- 1-4 T ;� play <vmpenenYs ide rGfiest on this plon ere PEIdA. certified. (L71eSs model rtumeer is precede; with *) 'Fe use ane layout of thew canlpoaents cenlor_m to the reoi;ooeots of ATII'1437. `o cerfy produrt re::-ficotioo, Act www.ipemr..o:g THIS LAY AREA & P'A:Y U P 9 iiT IS IO ,C I, ti) FOR .,G i 2-12 TEATS UN'',ESS 01HE:R'lIOE PJOi`ta: ON FLAN. tT '. FHE M,AN J A 'RER: ',)_-_ENCI 7HA THIS PLA" AREA DOES CONFORM 10 FL A C 4. A CES16tUT 5 AND ARDS, ASSIJMIN9 AN 'N` SSIBLr F 0 UTNE aLRfACNC IS FROvdDED, AS IND i.A.ED, OR MPHIN IHENTIRE ,J "F Z^ONE. rH15 L 2[AN vk >o civ v ^RVP rN AV!,ACLI TO US PR70R TO iN fCT14N 4I[Ifb S! INF 1RVA;1-.ON NCLDDING VT. DINIFNDOND. TCPOGRA Il E::'STING 1 111, S. SC71 C >NP TIO u, ALI, D'A NAS'. SOLuTIONS SHCULC E PPTAINE -VA HAILED, & uTILEEP N THR. FINAi- N N KEASE VERITY ALL I ME A310,"," PLAY h S: --E ORDNIFAI'ION AND LO(ATION OF A,1 EXISitS J1tTI QUNArNT, AND SlIE R. RSH N(S ,IJK T'J VRTEkiNG. SIDES 'F, LLD NOT f ,r I; F 'HOT AFTF RNODEI SUN. CH90S ti OfFC IVF SOR,ACINILAFERZAL NAT IIAS A fPIT' A Flr'I T VATUF TO WEET !,' MA IVUM FAIL iLIEHT FOR THE EUS OEN ASTV F148 AN ,ARD CON IXIER SAFF'i( P R hV NCE S{ rq ION r rc '1AYrFOU4D EOtLnMFNT FOR F _C L.,. SE TIO c .,JRRENT EVS110,N) THE SLBSUPFAC MUST BE WE'W GRA ED F T;F SOIL DOES NO DRAIN NATURALLY E 11UST 6E TBE, ORLv ED r8 TO 1!4' PER r0?T TG A OTOP I SB.R (1R P .CH BRAIN'. A' I'LSSI" /PR0"EC N/t )OFF IL MTF2AL (EJ iNEERED 1100` FUER UCt,ESTED) DFSIGN'M BY: SS AVfSCA-'C i I?iJ;TuRES, IVC, 601 r SdNEET SCJTH - F B X 198 NEIANO. WINN-SOTA 55328 L- 1 -800-328-9035 FAX: Bt 972-',09 1 112%1i /11 E892.9 -1-:E 1 SS 1 Iv%As%14� 8929-1--3 Ss ) sP Dote I Pmviccs Drcwiny A I Initials 11 SCALE:1 `=20'4' SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629 (949)448-1446 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, reprrn duction or publication by any method, in whole or pare, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. ■II 1 4 r • if •s •i r s a r /r r PACIFIC B BLOCK WALL P !COLOR: COLOR: RED FLASHED ORGO BLOCK CO. GRADE2. FINISH CONCRETEMORTAR WASH 'SWISS COFFEE REINFORCEMENT4. COMPACTED SUB -GRADE DUNN EDWARDS'- ALL SIDES I �7 NOTES: REFER TO STRUCTURAL ENGINEERS W DETAILS AND LLI q SPECIFICATIONS FOR BLOCK WALL, FOOTING CONCRETE FOOTINGS CL SECTION VIEW ELEVATION VIEW SCALE: 112"= V-7" ■ all. =IYt ,moi 1. FINISH GRADE Z 1/4" RADIUS ALL EDGES 3. CONCRETE PAVING COLOR: FINISH: REFER TO CONSTRUCTION SCORE•: r SCORE JOINT -SEE DETAIL, THIS Hl TOOLED f lI I��V I PLANTING�•D I III III ++III . EXPANSION JOINT 'I D , DETAIL, D 1I, SHEET SECTION VIEW SCALE: 1" = V -O" :MAIN r . M SCALE: 112"=1 "-G" - REFER TO SOIL'S ENGINEER'S REPORT FOR MINIMUM THICKNESS OF CONCRETE AND SIZE / DEPTH REINFORCIVG I . POLYSTYRENE JOINT CAP OVER EXPANS11 ,. BOARD. REMOVE OF JOINT CAP FRIO TO CAULKING. (SEE NOTE) Z 318" WIDE FULL DEPTH ASPHALT SATURAT ■ FIBER EXPANSION CONCRETE SCHEDULE. AND/OR SECTION VIEW - SCORE JOINT SCALE: 1" = 1'-0" 1. WHEN SETTING BLOCK ON MORTAR GROUT JOINTS MAKE SURE MORTAR IS WET, DO NOT STRIKE MORTAR .JOINTS- INSTEAD SPREAD / BLEND EXCESS MORTAR ALONG GROUT JOINTS TO ABOUT 2"-3" WIDE TO SOFTEN THE BLOCK EDGES. 2. PRESSURE WASH WALL- PERIMETER SIDE TO REMOVE DUST AND OTHER UNWANTED MATERIAL FROM WALL. 3. APPLY ONE COAT OF PRIMER MASONRY PAINT- TINTED WITH FINAL WALL COLOR. 4. APPLY ONE COAT OF MASONRY PAINT- IN COLOR SPECIFIED. NOTE: DUNN EDWARDS SELLS PAINT AND PRIMER 5. IF INSIDE OF WALL FACES A RESIDENTIAL REAR YARD, IT IS RECOMMENDED TO APPLY A COAT OF CLEAR MASONRY SEALER - THIS PREVENTS RESIDENTIAL IRRIGATION WATER FROM PENETRATING BLOCK AND AFFECTING OUTSIDE OF WALL. S. IF IA/ALL IS ALREADY GROUT ED AND DRY.... A. PRESSURE WASH WALL B. APPLY MORTAR (MATCHING ORIGINAL MORTAR SPEC.) WITH A GLUE ADDITIVE OVER EXISTING MORTAR JOINTS TO BLEND THE JOINTS IN SAME EFFECTAS IF MORTAR IS WET IN ORIGINAL STATE. C. PRIMER AND PAINT AS ORIGINAL SPEC. REFER TO CIVIL ENGINEER'S WALL PLANS FOR WALL CONSTRUCTION INFORMATION, THIS DETAIL IS FOR WALL FINISH & BRICK PILASTER SPECIFICATIONS ONLY I a CL (V I CL HOMEOWNER SIDE 4B z 4 PLAN VIEW - BRICK CAP LAYOUT SCALE: 314" = V-0" PER SOILS REPORT SCALE: 1",=1' 0" " WIDE (MAX-) SCORE JOINT OR DEEP xSII fl ilil RADIUS� SII N EDGES WHERE OCCURS SCONSTRUCTION 7 GRADET. FINISH COMPACTED RELATIVE COMPACTION SOILSTO 9. 1- MINIMUM, 2" AT TURF AREAS 0 50._011 TYR. SECTION VIEW -EXPANSION JOINT I ELEVATION VIEW SCALE: 1" = V-0" - SCALE: 314" = V-0" 2. 4"x8" BRICK WALL CAP -HEADER PATTERN (SEE BRICK NOTES BELOW� 1 314"x4"x8" THIN BRICK FACE ON FULL & FALSE PILASTER -SHINER / RUNNING BOND PATTERN (SEE BRICK NOT ES BELOW, SOLID4. 6`x6'x16` SLUMP BLOCK PERIMETER WALL -GROUT FILL ALL VOIDS, -AVAILABLE-BLOCK COLOR: WHITE SLUMP r BLOCK OR APPROVED EQUAL -FINISH: MORTAR •• t ! (REFER TO WALL TREATMENT NOTE, THIS DETAIL) -TREATMENT ON THEME SIDE ONLY- -GROUT: MATCH WHITE SLUMP 5. FINISH GRADE, TYP. IT spa. 74 111mokyal{r7r ni �IiTQ COLOR:BRICK NOTES: - BRICK r FLASHED MORTAR - AVAILABLE FROM: OR APPROVED EQUAL SCAL,E.314"=1'-0® SMP ENYiRONMENTAL DESIGN SUMMERSPMURPHY & PARTNERS, INC. 14197 CCAST HWY SUITE 200 DANA POINT CA 92828 (949)443-1448 or These drawings and/or the accompanying Specifications are the exclusive property of Sumrr rs/ANurphy & Partners, Inc. and their use and pub! - 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 8r. Partners, Inc z O I r I W LLI q i CL CL LU 1 �. r Co !, LO it LU 00 �a !r �� i s ti r LIJ UJ N4 y 0 -MM 4D LEGEND e r12 '!. ADJACENT CONCRETE PAVING -REFER TO 5, 3f4" CHAMFER EDGE CONSTRUCTION PLAN, TYP. 6. FINISH GRADE 2. POURED -IN-PLACE NATURAL GRAY CONCRETE BEAM T COMPACTED SUS -GRADE -REFER TO SOILS REPORT WITH SAND FINISH -REFER TO STRUCTURAL PLANS 8, STEEL REINFORCEMENT -REFER TO STRUCTURAL FOR SIZING PLANS p 3. DECOMPOSED GRANITE PAVING AT STAGE AREA 9, ADA ACCESSIBLE VIEWING AREA WITH OMPANION 7 ` :; -REFER TO CONSTRUCTION PLAN SEATING - REFER TO LAYOUT PLAN & DETAIL, THIS 1a 4. 12" DEEP CONCRETE MOW CURB SHEET z -REFER TO DETAIL C, SHEET CD -1 (SIMILAR) ENLARGEMENT s a SCALE: N.T.S. i i 136' 20' INFORMAL STAGE AREA RECOMPOSES] GRANITE I a SEE ENLARGEMENT J r a N \ I � 4 I . ..TYP } I �' .,,. r,../. ,.✓r i.,,, r„r/ -. ,/ / ,.,. / / , ,. .�, �,,.y.i�., :./. .,.... .:... .... ........ .'fes f.. �ta '.r <. .. .,.� /. ,.. .. ,.. .. _. .,....\ .....,. r. .:. \..tea. .,. , ��,:. .. n .,..•� n. .\ .... .. /. .. ,\ I $ ,:\.,\�\�r;c\ \/,/ T\ \T; ...,�r\\ ✓\i / r... r :� .. , . ✓ /�'"'`-'T?' ... , ,,/ .. \" .\ X \ \i \ \� \ \\ /`r?:>\\ \/ i✓>?r '\\'.,, \�\\/ > `\\/ , <,\ \/ \\\ / :\\,;. / \ \ ?\/rte>` _ 1 10' 1A' qQ, ,. ,., ,./, ✓r ,[. ,//,G\<\•t%G\i\, `n<✓,,. ,,,\/.r .\-,;./ ,. !.��„r:,. \\/x, Sfr ///\ �\/ /i,r <,i I __ vAv/AjvAA 1 _......__..__,.-_..___�.._._._ / :vi //�A v ., �i�� riV v /v✓,cV `!V/� Vry �f. ../n,v SECTION VIEW CL CL CL CL SCALE: 3196” =1`-0” �° STRUCTURAL DETAIL REFERENCE AMPHITHEATER g- 3/CPL-S1 PLAY EQUIPMENT COLOR PALETTE � � LEGEND f 1- COMPANION SEATING % BENGH 3ADJACENT ADA ACCESSIBLE � r _ ;I IAI1k A. CAR,ixw PereAVIEWING ZONE -REFER TO BENCH SPECIFICATION ON CD -1, &CONSTRUCfiION LAYOUT PLAN FOR Palfl ADDITIONAL INFO 2. 36" x 60" DESIGNATED AGA ! F ACCESSIBLE VIEWINGiA It,/,/ 00 �L C ferzaFCoating C. 3ADJACENT ADA ACCESSIBLE , _ Jt � PAVING - REFER TO LAYOUT t, _ = P r~I1 U ll V rIr ^lt p'.'et.; PLANS t i 4 an q _ 4ADJACENT TURF -REFER TO & r <,x r<Irr ,I ° v ���. cr rr .�, ,,.,. LAYOUT PLANS - PLAN VIEW .vo lesd Lss tloa, .s ^, of.M@ P, "i, ¢� 4 --- _— SCALE: 316" = 1'-0° i ;, � A� 4 ak y IF it S$! 3 1v i ds' Itt t# r ti s e a o I i BENCH ( 8 — 2 k "' VIEWING I t I SCALETEO$ VIEWO".r°._.. n ANION TI T ACCESSIBLE - ' ALL PlI SIMS THE IN TIDES I AowA SECURE Ol J"y S L.L.C. (aVIL-TOR STANLEY, INC aNIERSI k'LE I5 PRESENT 3L? H~y TOLL FREE IMSA a ANN1!, 9Y8�A4.! RAY 1666 266 472fi1 c^iMIiEG OPTION LS 111/ : _ 410 AN US ; FAR 411-0 CM176 4. 07 Di (PAPER IN XM4 M.A. n, r `. "krr„A,9` �� � � 7 INFORSEUUfl,DI17ES1iYi,Th' ,ter k1 9WYHE81ttE3T31. Y ry11M 'Tj "TEL aNDNN TAB is FEE, D THE ROOM Of INS Nff T TO HELP PROOF THE Y �7 42^ 1-, �,...-^ E.} x f3�s#`L< au'rt..S.0 ,. $m,., g FOSED'99Y —/ IN r'.E G SErE FQ'RiiG 7 A'+w, „� 414!E# ',>,Ip# 'tl1'.DiS: ^ x .s'- v,k H 7#Y ..,` a+ WINE 53E4i L 40 FEEL GERM i 'R 5a a kmi„ iY • ? �• ' '" �•,TO a ION -SNS, 2 OPIIOR RX,10 MIM, ACTS GAINS LNfi19INC 7HP IN, HPIaTI FALL ?SOLER 3W FINISH ARE OW& A YrCTt4Y PASLIY, ING, f'•'SI1 TO GA TH THE I'D! HOP Ii LI El ELIE .14c H5 ANDRES, FARES S EL FEE L WE DEBT _ _ ! I - ,e � 1 z o d � 'r, d ME 1, N 171 ! I. GNR M1YS NOI 70 SAf. # JdtE CR"S71ES. I 2, ALL FARICA , YEA. MMNTS ANE AM "a9C-;81AnEB, PX -IED, Ff',OSPHATREO PREHEATEN. ng r RSTAT7CALLY � I ftt P. 9 ".AAT a NrSH i,G,I C t2 r9 N$"idN i,Ai NdS. PHOOODB ASE FULY CLt✓iN5?.4YG FNEIfA EO PNEHEAiiD AY'JgmENDED t�'Yi>UGY�y I�%?H.:`SOY;C.C� i"„y. ,.� ':CANf' �1 OfILL CHE'Rf_AAk',B.L!i�C4>hiIN6 FILM. CN1tEPfAH'S A9E?1EN FL"G,YFI7RCOAi[ND !k9NUFA;`<E9e9SBetter l aPf Pd..4s IE TflTIII OF IFFA'S.LTIES FINISH A'iE@"afiES 6 iD OM iFA�2LI BINNN6;1. t.:RR'3I nn joneu Ti::. 3. TIES > 19 ar.. '"GSTxi, LLC 7HCCUCT SAST PIP PF.STLY THIRD IN THE Um%YE.n Y �_._la b+ rsz <;uTu}oca rs ,tic 4 A;. S [ A rA 59E MELT TO CHANGE. OLPT;; I kU 1CB FOR DETAILS. 'sse�� st'r,° }r I5i,C,'.41ITIr,• 0.RAW6 LEVEL " pP I � a mcs PRoai L"�En �L+ ADSENaI�D. j NOTE. ASPIRIN; I" LOGAL 16 - REFERENCE ONLY -SEE PLANS PREPARED BY CY LF,fiFVTR =w IEa sl N: ST �I mNDltta \ / SON:rAN�N� u-�DIND �Nn — RED WEST OUTDOOR PRODUCTS, TYP. YDuvrlNo F'OPPARS IN FREES ND AN So) AN Fa%w D TOT LOT CONCEPTI Y C BIKE SUMMERSIMURPHY ON PARTNERS, INC. 34187 COAST HWY SUITE 200 DANA POINT CA 62623 (i i 443-1446 OF These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use andP ubli- 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/ Murphy & Partners, Inc Z 0 > is I I 1 i 1 � i I { LLI o i is w � i + r • • r m is 01 22:: 9PO E 1bwW�,e n(0— ED .Wes 'rero W ,e o9 i. w.m`M �l anrt nvjmeel m:M1a WEI k um v( Cary pato anu �� i YM. wwtlp,uacalw ^i1N MpYmem.fiwenneY:R wws J_V_Po3VY -R 58 ANO i£CPEATi4MGACILRIEll ro FJftitlx d RWeeatlma antl?aa sa] tlireel:ne aam:nL9.T.n u! IM [Ifakhm a`Feunafm antl Pg4s antl A atoll M.the �TreGryk aury 1 Pov'elge.n I van6nMM Ne Mk nl -mistl Ma Y Izu FxlM1y kmsen8lars. LaCuss Jm PamYs,Al:G tlk Pw"Ma9b Sm An Cm,.ip, Fiv1Wi evrre Etlm PxmXn. Wni-h M -1 6e 5 fm% awtAsl d'amwids is xllilev� n W f :. Butiv'avns q mla cwPt b wsd oat ,Na ab c,N:nn crn uron rf nlua romnnr AA Wh& . ns v�aP. nnntll o vna. s eaa, ps , kmaG m mn'nrnn aorwo Bnr�a..a eaa x� am rt®1nIAImJ 0 x amre, 0n:y p0 quEka, m ornm nnWwnai 4. Cper., dW%B w:,Xrcvn w.':n srty wen a OoBaipae,e4vleFmu mrlx. nve.a. :.wa:�a Bown....,.m � aav rmmn m E. Lmvv eryn�iz5o, "-aaM trach w c �i PaPraA mrKK .tomo alanaMrNm Man m man,At.NlxauB nrwia+a ,ENLARGEMENT VIEW SCALE: 3'= V-0° M 9 Ras do M6 t 'N Iha15-satlx N ry "alk P m:SV'af s: Mnry Ms? =A .a J:' vdMp 'in ti Mn� wy f ^'m -DY Me J,a1 h PA�a9e rc uca tbawf by paama'peaubp eMnr6m AamanMFMaMm[@a in tsBw in ur u(u> vey yfak lMwarm tM1w M1ona M i0 W yo`- n':v' ip- f.my -Y Tu tlalFc 6 xrv:F 1w .efrauy N e pcda . tlC vpaeC P1 M1 sGfWf cWN'tW w+tlx %rriXYa M [)'eat uFRaY b. m1. azM:. 2Tak Tm M vusa 6 9M -Kv.rc bemma +ry E0.Ya m azry o:M1w s� harvmalp mme. ocM1ar rn 3hFlwea NNX In ep aaPgtsa y. avY:w,k m' ,y paRW HwIIiJn Nn who Bala mYpgH. ^.i Px n ahra p. fvinkg nn)'akMa'e Oawaga xb R, hw tMAn Nada .-1 ba x. ry M.. m:tl As uY wi M §'.m Cmn aed e¢tp Aa winaatl by PemAha.n rra oa�:e.ursla. 54$FRvS.o2@_e*t...RNEFA_gliRF`. rl:A o.wm. r Em'.e mm raaarvn v:aw .,wa ana raaaaB ar nod: pakxa- v�rom Ct}�w khL lEasd hn 5,ak uv'a neV ,mak�mpa, .e F o .na bam,mamma Sky E Haurvawna VAlaha Um PeU. A%PL FIE6 M I w lrR PEEUtlt 4ElmR `: Mew i..nea mm+ n�rmok �i :. T, ndA a@ .gym nn�mn - mn t«�mJ �Wae e.�':Y F k 5 � F R Wreb wJrazs sYa'Pom 'e:Ndpgatb p aa%vaad is 1Ya W�rsa ufPRafltG mxnny uRv1 '. m Ap••ad rmaa oar as q n aaa w vm, a rymx -paed w a 1 mdp :dP SPLEShPID fEEE O.tiq r-pMn vryp. ¢aM•`- invvmae w:tl ,Aga SJeC I n w M. MR W. fl— n r n ran tbx � par imv wew,Bn ncma� 1 a: -ea e �CUHa`IC yaWS cWa,:.,:een n aau m a:.r aea,mn ea•,.a� a won!elm,:ntass i�Par PasrAs vwu Ixnn ka,M M IRv tlleam 6 Newmum ma n. use a R£ar omS xo1� �. alemynamar aB+A,a:l «.m. d,..a n:y+ax m.m: =oom WSaa aaeeaa.anarea:..naappavmsa:. M&: ICALMUE"Mk 18, ..hrummxhan� ctlee:melnauA tavhrs n6furttiabatl S; ireciro.arew�im:m:-.e.pama. e.TYFtNlupt . r`� anv pLaBW+Irsa•I�a.tmma Finafaroonnwadaparwwoamem C`n•arrwa, n:a:wa, mnum,zr,, aaa pnnn amlataarl nna,. Ma C". anaE x wpn d a maaamaam. Am ,rm, n:n.ima, CdevX. Mai be Wx(sbm'Ya "ry v fm not b entval ffieea ncm@ea tldian i&^.:g0n) m py ImV,iaurv'xrt's 1M CWnly Jai kr A ( ;M �m �nmm, reoi my,n•_rcnleWrnsmsa bvr'a-n,-�.. Bakersfield Municipal Cade Chapter 12.56 24" �YOF 6AmKER6FIELp .. t.VurcHs EQ!Sl Ea. 7; 's- ?'1 3167 1. CITYI�BKE +RULESIREGULATIONS'.A II I ;4 lBAKERy -kP ���IIII VIII �S� FIELD STANDARDS. F I CONTRACTOR TO SUBMIT SHOP , I DRAWING OF FABRICATIONFINAL APPROVAL PRIOR TO SIGN IPERFORATED SQ. TUBULAR SIGN . . TELESCOPING BREAK -AWAY POST SYSTEM -AVAIL BY: www.unistrutohio.com 3. ANGLED C'..111 SIMILAR GRADE, ADJACENT -REFER TO CONSTRUCTION LAYOUT PLAN S. COMPACTED SUB -GRADE, TYP. I III PERFORATED SQUARE SLEEVE I I II RECEIVE SIGN POST .Aa TELESCOPING POST AVAIL 6. CONCRETE FOOTING s * • SUMMERSIMURPHY S PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629 (949)449-1446 OF CA bI` i These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy 8z 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 O co LU Q� Lu 1- Q : i # y A � K � w t 1. GENERAL A. Contractual Relationship in the performance of this 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 it's agent's negligence, omissions, errors. B, Errors or Conflicts If any errors or conflicts are discovered in the plans or notes, they shall be interpreted so as to accomplish 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 by the Owner or the Landscape Architect. Should deviation from plans and notes become necessary due to conflicting site conditions, Owner and Landscape Architect shall approve in advance any such deviation. No additional work will be authorized without the express written authorization from the Owner. D. Interpretation The Contractor shall comply with the obvious intent and meaning of these plans and specifications which shall be construed to include all labor, material, tools and equipment necessary to complete the work specified herein in a workmanlike manner in strict accordance with plans and notes. Should any questions arise as to the intent and interpretation of these plans and notes, Contractor shall refer to Owner and Landscape Architect whose decision thereon shall be final. E. Observation and Rejection of Materials and Workmanship All materials and workmanship furnished or performed by Contractor shall be subject to final observation and acceptance by Owner and Landscape Architect upon completion of alt contract work whether previously paid for or not. At any and all times during the performance of this contract, Contractor shall make available for observation, test and approval, materials and workmanship. Failure of such observers to make observation, tests or approvals shall not prejudice the right of Landscape Architect or Owner on final observation. Contractor shall promptly replace any and all material, workmanship and equipment which does not conform to the plans and notes. All materials used on this contract shall be new and the best marked quality unless specified otherwise. F. Samples When so required by the Owner or Landscape Architect, Contractor shall submit for approval samples of the various materials, and specify finish thereon. G. Local Codes All construction shall conform to all local building codes and ordinances. It is Contractors responsibility to verify all codes prior to commencing work. H. Utilities Contractor shall be responsible for verifying the location of all underground utilities, electric cables, conduits, sprinkler lines and all utility lines prior to any construction. I. Removal of Debris and Clean -lip Contractor shall thoroughly clean and keep free of debris and waste material entire construction area to the satisfaction of the Owner. J. General The general conditions and any special conditions that Owner may require shall apply with the same force and effect as though written in full herein for all construction sections. EXCAVATIONIf. SITE 1 ROUGH GRADING Scope of Work - Provide all labor,tools,iment, transportation and necessary incidentals includingcompletion of all clearing, stripping, excavating, backffl ling, grading and related work as shown on the drawings, but not limited to thefollowing: otherA. Protection of all curbs, walks, walls, structures and , work which is to remain. B. Clearing d strippingoutlined in the drawings. CExcavation for all foundations and footings to the dimension and depth shown on the drawings. Bottoms of excavations shall be smooth and level, All loose material shall be removed thererrory. D. Subgrades shall be watered and compacted to a relative compaction of 95%. E, Subgraides under all paving shall be true to grade and cross section, hard, uniform and smooth prior to placement base material. F. Backifilling of # outlined the drawings. Compaction of backfill shall be rspecifications. GradingG. r drawings including i 0 foot. plus or minus, R i.n grade indicated on the drawings. H. Stockpiling of excavation material or import top soil fill and sand shall be as outlined on the drawings or as appro by r L Clean r and remove all debris Ill. DRAINAGE Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all drainage systems as shown on the drawings, including but not limited to the following: A. Materials 1. 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 Styrene drain basins, catch basins with grates, high impact plastic Styrene deck drains, and/or precast concrete drain box and catch basins and cast iron grate in diameters and sizes as shown on the drawings. Stainless steel or brass deck drains in handscape as shown on the drawings. B. , Pipe to pitch indicated on the drawings. i. verify all priorinvert elevations and trench depth handling.Z Bottom of trench shall be smooth and continuous to flow direction. A hollow shall be made to receive bell of pipe so the joint will not bear upon the subgrade. Adjustments to line and grade shall be made by scraping away or filling in with backfill 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 be given at least 15 minutes setup before Above the level of maybe 4. Compaction - Compaction ,ne in layers exceeding eight inches in loose depth thoroughlylayer , C. Clean -Up and Testing I . Prior to covering of trenches, drain line and basins shall be checked to insure proper flow and water tightness. 2. The piping systems shall be flushed and cleaned prior to connecting to existing drain line, catch basin or storm drain 3. Upon completionof , ^ reg. toolsand surplus#... IV. CONCRETE Scope of work; -Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all concrete ilatwork as shown on the drawings including but not limited to the following: A. Materials 1. Cement- Standard Portland Cement, per designation C-150 of the ASTM Type 11, Ill, or V, low alkali, single brand throughout. Refer to Soil Engineer's Report for Recommendations. 2. Aggregate - ASTM Specification C-33 314" maximum size. Decorative aggregates or pea rock as shown on drawings. Fine natural sand, well graded conforming to ASTM C-144. 3. Water - Water used shall be of potable quality. 4. Steel - Reinforcing steel for decks and walks to be intermediate grade deformed bars conforming to ASTM A-615 and/or Grade 40. Mesh ASTM A-496, size where shown on drawings. 5. Expansion Joints - Asphalt impregnated felt, Polyfelt Ethafoam as indicated on the drawings. 5. Control Joints - Saw cut joint 114 of slab thickness. Rand tooled score joints 114" deep minimum where shown on the drawings. 7. Cold Joints - Butt type, butt type with dowels. Screed key joint as indicated on the drawings. 8. Joint Sealant Two parts Polysutkde sealant as manufactured by Thiokol, Class AS, self leveling or multi -part polyurethane construction sealant by L.M. Scofield, in matching color. 9. Curing Material - Hunts process MD7C. `Lithochrome° color wax for color conditioned concrete by L.M. Scofield, in matching color of concrete as indicated on the drawings. 10. Color Conditioned Concrete-'Chromix' admixtures for integral colored concrete by L.M. Scofield Company. 11. Dust -On Color - Tiithochrome' color hardener by L.M. Scofield Company. 12. Surface Retardant - 'Lithotex'top surface retarder as manufactured by L.M. Scofield Company, or'Sika'surface retardant or °Rugesol° as manufactured by Sika Corporation. B. Subgrade 1. Grade all subgrades to a uniform depth and compaction. Moisten all subgrades prior to pouring of concrete. 2. Cut all feelings in undisturbed or compacted soil. 3. Place sand or aggregate base as shown on the drawings and as specked by a Soils Engineer. C. Forms 1. Use only finished lumber. Set all forms true to grade and position. 2. Moisten all forms prior to pouring of concrete or use approved form release agents. D. Expansion Joints 1. Place expansion joints in concrete at intersection of concrete and fixed structures, i.e., garage, walls, base of steps, pool bond beam as indicated on the drawings. 2. Place control joint in concrete not to exceed a horizontal spacing as specified by a soils engineer. 3. Place construction joints in concrete where casting on concrete is to be stopped and subsequent casting is to be started. E. Concrete 1. Class A concrete shall contain not less than 5 sacks of cement per cubic yard and be proportioned to attain a maximum cylinder strength of 3,000 PSI in 28 days. Compressive strengths are to be determined in accordance with ASTM C-39. The slump shall not exceed 4". 2. Concrete mixing - Ail transit mixed concrete shall be mixed and delivered in accordance with the requirement of Standard Specifications for ready mixed concrete ASTM C-94. F. Concrete Finishing 1. Broom Finish -Tamp fresh concrete with heavy metal grid, Screed with straightedge to remove all irregularities. Float to a smooth surface, steel trowel, and edge to an even hand surface. Scare as indicated on drawings. Use a new manila hemp bristle broom. Brush markings on slab in uniform fashion as shown on the drawings. 2. Rock Salt Finish - Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface. steel 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 surface, 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. Scofield, using sprayer, providing even distribution. Reveal aggregate by using water jet and coarse fiber brush to remove retardant paste from surface, washing thoroughly until surface is clean and exposure is complete and uniform. 4. Hand Seeded Aggregate Finish - Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface. Hand seed surface in uniform fashion over entire area keeping stone 112" minimum from/ edges and expansion joints. Tamp aggregate to a uniform depth below concrete surface. 5. Stamped Concrete - Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface. Apply color hardener'Lithochrome' by L.M. Scofield by the dry shake method using a minimum of 60 pounds per 100 square feet. Apply in 2 or more shakes and float after each shake. Trowel only after final floating while concrete is still plastic using imprinting tools to make pattern as shown on the drawings. Apply color curing compound 'Lithochrome' calor wax by L.M. Scofield Company using roller or sprayer. If'Bomacron' type surface is shown on drawings, a release agent must be applied prior to texturing the concrete. Color curing compound may be optional, as indicated on the drawings. 6. Sand Finish - Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface, steel trowel and edge to an even hard surface. Prior to set, lightly sponge surface to reveal small surface fines while not exposing aggregate. Alternate method, after initial set, surface to be washed with a diluted solution of muriatic acid and water, and brushed to reveal surface lines. Surface must be continuously wet to avoid acid bum. F. Clean -Up Upon completion of work, remove all forms, debris, material and tools from site. V. BLOCK MASONRY Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all block masonry as shown on the drawings, 'including but not limited to the following; A. Materials 1. Slump block units meeting grade A: ASTM C-90, concrete block units Grade A, ASTM C-90. 2. Cement - Standard Portland Cement ASTM designation C-150 Type l or II, low alkali. 3. Sand - Clean, well graded ASTM designation C-144. 4. Water - Water used shall be of potable quality. 5. Steel - Reinforced steel for wall to be Grade 40 deformed bars ASTM designation A-165. 6. Concrete - Class A concrete minimum 2,000 PSI at 28 days. 7. Mortar - by VOIL me, freshly prepared, uniformly mixed in ratio 1 part cement, 112 part lime putty, 4-114 parts sand, conforming 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 sand, 2 parts pea gravel. S. Laying of Masonry 1. Lay all masonry straight and true to line with vertical joints plumb over each other. Horizontal joints shall be level. Headers and corner units to show finished faces where exposed. Joints and bond pattern to be as shown on the drawings. C. Reinforcing 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 reinforcing. Refer to Structural Engineer's specifications for all steel sizes and locations. D. Cutting of Masonry 1. No .^,citing of masonry, units shall be allowed unless shown on the drawings. E. Grouting of Masonry 1. Grout all cells with vertical steel solid as shown on the drawings. 2, Grout all calls below grade solid. 3. Provide minimum 3/4" between steel reinforcing and blocks F. Weepholes 1. Open joint weep holes at 32" O.C. maximum on bottom course of retaining walls 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 in wall per local code and Structural Engineer's specifications. H. Waterproofing 1. Waterproof all retaining walls below grade with asphalt emulsion, 2 coats. L Cleaning i. Clean all masonry work, remove all mortar stains. 2. Upon completion of work, remove all mortar droppings, debris, materials and tools from site. VI. MASONRY BRICK Scope of Work - Provide ail labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all brick or stone masonry as shown on the drawings, including but not limited to the following: A. Materials 1. Brick or stone conforming to ASTM A-62 grade MW as shown on the drawings. 2. Cement - Standard Portland Cement ASTM designation C-150, Type 11, 111, or V low alkali single brand throughout Refer to Soils Engineer's report for recommendations. 3. Sand - Clean, well graded ASTM designation C-144. 4. Water - Water used shall be of potable quality. 5. Steel - Reinforced steel for walls to be Grade 40 deformed bars ASTM designation A-165. 6. Mortar - by volume, freshly prepared, uniformly mixed In ratio 1 part cement, 112 part lime putty, 3 parts sand, conforming to ASTM C-270. Omit lime putty If plastic cement Is used. 7. Grout - by volume, freshly prepared, uniformly mixed in ratio 1 part cement, 3 parts sand or 1 part cement, 3 parts sand 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. Horizontal joints shall be level. Headers and earner units to show finished faces where exposed. Joints and bond pattern to be as shown on the drawings. C. Reinforcing 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 reinforcing. Refer to Structural Engineer's specifications for all steel sizes and locations. D. Cutting of Masonry 1. Use masonry saw for brick cuts unless specified otherwise. Bricks cut less than 112 length shall not be used. Stone to be out with chisel and hammer. E. Grouting of Masonry 1. Grout core wails solid as shown on the drawings. 2. Provide minimum of 2-112" grout space between double brick walls. Provide minimum 314" between steel reinforcing and brick. H. Waterproofing Sealing1. WaterprocNall retaining walls below grade with asphalt emulsion, or other as specified by Soils Engineer. L Cleaning and RemoveI Clean all masonry work. i of i and water. Apply exposedclear sealer to 2. Upon of idroppings,debris,, VII. CARPENTRY Scope of work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals for completion of all carpentry as shown on the drawings. A. Materials 1. Wood .. rough sawn, resawn, surfaced 4 sides where shown on the drawings, straight, sound, free from marks, pin head knots, sap pockets, slivers, and checks. Select grade or better where shown on the drawings. 2. Douglas Fir, Redwood, Western Red Cedar or as shown on the drawings. 3. Posts, Plates and other at -grade connections to be Redwood, Western Red Cedar or pressure treated Douglas Fir as shown on the drawings. 4. Hardware - column bases -'Simpson Strong Tie' or equal. Post caps and strap ties -'Simpson Strong Tie' or equal. Joist hangers and heavy angles -'Simpson Strong Tie' or equal. Screws, hinges, nails, 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 all posts, beams, rails and framing plumb and true to line as shown on the drawings, 2. Connections - make all connections as shown on the drawings.Splice lumber at posts only. Utilize all nail andlor bolt holes for all hardware. 3. Ease all top edges of exposed lumber for bench tops, low walls, etc„ where surface contact is provided. 4. Post base - set post column base as shown on drawings, providing minimum 1" clear all sides from finished post base to top of paving. 5. Countersink nails and bolts in all locations where surface contact is provided, i.e., bench top etc. SM4), ENVIRONMENTAL DESIGN SUMMERSIMURPHY A PARTNERS, INC. 34197 COAST HWY SUITE 260 DANA POINT CA 92629 (949)443-1446 These drawings and/or the accompanying specifications are the exclusive property of 5urmnersPMurphy 8c Partners, Inc. and their use and publi- cation shall be restricted to the original site for which they were orepared. 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 > I i i I u.l M 1 j t f f I t f ,t H � M s t i' i • 00 Vil. METAL WORK Scope of Work - Provide all labor, materials, tools, 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 drawings ASTM designation 500 and/or hand forged, cold rolled wrought iron in sizes as shown on the drawings. 2. Hardware - hinges, latches, bolts, washers, screws, etc., to be heavy duty. 3. Concrete - Class A concrete minimum 3,250 PSI at 28 days and/or'Por-Rock' as shown on the drawings. 4. Paint -Zinc Chromate primer, 'Rustoleum' finish surface coats or equal. 'Metalizing' or galvanizing or powder coating if shown on the drawings. B. Fabrication and Installation 1- Contractor shall make all measurement for fabrication in field 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, rust -free surface. 3. All welds to be continuous and free of cracks, craters and porosity. Tack welds not acceptable. 4. Grind smooth all exposed welds, match adjoining surfaces. 5. Plug all open ends and tops, and weld, D. Painting i. Prime all metal work with one coat Zinc Chromate primer. 2. Paint all metal work with 2 coats 'Rustoleum' 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 welds. E. Protection and Cleanup 1. Protect all existing work from paint overspray. 2. Obtain Fire permit where required for on-site welding. 3. Upon completion of work, remove all scrap iron, debris, materials and tools from site, 116"21;11-112414 z6li o; ■ ■WORK i' • HEALTH, AND CROWN DENSITY. ANY PLANTS THAT DO NOT MEET THIS STANDARD WILL BE REJECTED BY THE ARCHITECT OR THE CITY REPRESENTATIVE 2. TREES SHALL BE STAKED AS PER THE DETAILS AND SPECIFICATION. 3. THERE SHALL BE NO SUBSTITUTIONS OR DELETIONS FROM ANY PLANT MATERIALS WITHOUT WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT, THE OWNER, AND THE CITYS REPRESENTATIVE. 4. THE DEVELOPER SHALL CONFORM TO ALL CITY CODES AND REQUIREMENTS, INCLUDING ALL INSPECTIONS PERTAINING TO THIS INSTALLATION. b. ALL. LANDSCAPE DETAILS SHALL BE IN ACCORDANCE WITH C.O.B. STANDARD DETAILS AND AS DIRECTED BY THE CITY ENGINEER, 5, ALL TREES SHALL BE PLACED BEHIND THE LINE OF SIGHT AS INDICATED ON THE PLANS. VERIFY WITH 'THE C.O.B. OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION OR TREE INSTALLATION. PRIOR TO THE FINAL ,_.C.O.B. ACCEPTANCE, THE CONT_RACTOR SHALL. APPLY A PRE-EMERGENTWE ED CONTROL AS RECOMMENDED BY A CERTIFIED PESTCONTROL. ADVISOR AND APPLIED BY A CERTIFIED LICENSED APPLICATOR. CONTACT THE C.O.B. FOR VERIFICATION OF APPLICATION. 8. LANDSCAPE AREAS WITHOUT AN ADJACENT WALL AT REAR OF LANDSCAPE AREA SHALL HAVE A CONCRETE MOW STRIP AT THE BACK OF THE LANDSCAPE AREA. REFER TO C.O.B. STANDARD DETAIL FOR MOW STRIPS. 9. CONTRACTOR SHALL INSTALL ON ALL LANDSCAPE AREAS A 2" LAYER OF MULCH: 2" REDWOOD BARK CHIPS SUPPLIED FROM A FRESH WATER MILL. MULCH SHALL BE UNIFORM IN COLOR AND FREE FROM WEEDS, SAWDUST, SEEDS, CONSTRUCTIVE MATERIALS AND SPLINTERS. ANY DYED PRODUCTS WILL NOT BE ACCEPTED. CONTRACTOR TO PROVIDE C.O.B. SAMPLES FOR APPROVAL 10. QUANTITIES ON THE LANDSCAPE LEGEND MAY NOT BE ACCURATE; THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL ALL PLANT MATERIAL AS PER THE APPROVED PLANS OR AS DIRECTED BY THE CITY'S REPRESENTATIVE. 11. ALL TREES CINDER UTILITY LINES ARE SUBJECT TO CHANGE PER C.O.B. 12. ALL PLANT MATERIAL SHALL BE INSPECTED BY THE C.O.B. PRIOR TO PLANTING. 13- TURF AREAS NEED PRE -APPROVAL FROM THE RECREATION AND PARKS DIRECTOR PRIOR TO PLAN CHECK. xfglHil��I 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE 'FIELD RECORD" SET OF BLUE LINE PRINTS WHICH SHALL BE CORRECTED DAILY INDICATING EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND SPECIFICATIONS INCLUDING EXACT LOCATIONS, SIZES, AND KINDS OF EQUIPMENT. HESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS SHEETS AND SHALL BE THE BASIS FOR MEASUREMENT. THIS SET OF DRAWINGS SHALL. BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A FIELD RECORD SET. 2. THE CONTRACTOR SHALL MAKE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE'WORK PROCEEDS, SHOWING THE WORK AS ACTUALLY INSTALLED. THESE DRAWINGS SHALL BE AVAILABLE AT ALL TIMES FOR INSPECTION AND SHALT_ BE KEPT 11\1 A LOCATION DESIGNATED BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE THE LOCATION AND CHANGES OF THE FOLLOWING ITEMS INCLUDING BUT NOT LIMITED TO: a. CONNECTIONS TO EXISTING WATER LINES b. CONNECTIONS TO EXISTING ELECTRICAL POWER C. GATE VALVES CL. ROUTING OF PRESSURE MAIN LINE PIPE e. SPRINKLER CONTROL VALVES F. ROUTING OF CONTROL AND COMMON WIRE g. QUICK COUPLING VALVES h. IRRIGAT ION SLEEVE LOCATIONS i. PLANT MATERIAL SUBSTITUTION OR LAYOUT CHANGES 4. BEFORE THE: DATE OF THE FINAL INSPECTION, THE CONTRACTOR SHALL DELIVER THE CORRECTED `FIELD RECORD" SET TO THE LANDSCAPE ARCHITECT WHO WILL USE THE INFORMATION TO CREATE A CLEAN SET OF "RECORD DRAWINGS". ALL WORK SHALL BE SUBJECT TO APPROVAL, BY THE LANDSCAPE ARCHITECT OR THE OWNERS REPRESENTATIVE AND IS SUBJECT TO VERIFICATION. DELIVERY OF THE "FIELD RECORD" SET WILL. NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING REQUIRED INFORMATION THAT MAY BE OMITTED FROM THE PRINTS COMPILED AT THE SITE. THE LANDSCAPE ARCHITECT WILL USE THE INFORMATION TO PRODUCE: a. A CLEAN SET OF RECORD DRAWINGS WHICH WILL BE SUBMITTED TO THE CITY OF BAKERSFIELD AS THE OFFICIAL "RECORD DRAWINGS" FOR THE PROJECT. Ii 'THE CONTRACTOR SHALL STAMP AND SIGN EACH SHEET TO INDICATE "RECORD DRAWINGS" AS PROVIDED BY CONTRACTORS REPRESENTATIVE. C. CONTROLLER CHARTS SHALL. BE PRODUCED FROM THE FINAL APPROVED "RECORD DRAWINGS" 5. CONTROLLER CHARTS: a. PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED, ONE SUBMITTED TO THE CITY'S REPRESENTATIVE AND ONE ELECTRONIC COPY. b. THE CHART SHALL SHOW THE AREA CONTROLLED BY EACH AUTOMATIC CONTROLLER AND SHALL BE REDUCED IN SIZE TO AN '11" X 17" OF THE APPROVED "RECORD DRAWINGS". C. THE CHART SHALL BE A BLUELINE OZALID PRINT AND A DIFFERENT' COLOR SHALL BE USED TO INDICATE THE AREA OF COVERAGE FOR EACH CONTROL VALVE STATION. d. WHEN COMPLETED AND .APPROVED. THE CHAR"T"S SHALL BE SEALED BY A PLASTIC LAMINATING PROCESS AND SPIRAL BOUND. THE PLASTIC LAMINATING SHEETS SHALL BE A MINIMUM OF 10 MIL. THICKNESS EACH. 1. INSTALL MATERIALS AS CALLED OUT IN DETAILS AND AS PER SPECIFICATIONS. 2- 'THERE SHALL BE NO DELETIONS OR SUBSTITUTIONS WITHOUT THE APPROVAL OF THE CITY, DEVELOPER, AND LANDSCAPE ARCHITECT. 3. ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR REQUIRED COVERAGE WITH MINIMUM OR NO OVERSPRAY, LANDSCAPE ARCHI T ECT SHALL HAVE FINAL APPROVAL. 4. COMPONENTS LOCATIONS ARE APPROXIMATE AND DIAGRAMMATIC AS INDICATED, 5. ALL IRRIGATION LINES RUNNING UNDER PAVED SURFACES SHALL BE INSTALLED IN SCHEDULE 40 PVC SLEEVES. NO DIRECTIONAL CHANGES IN THE IRRIGATION SYSTEM SHALL BE INSTALLED UNDER PAVEMENT OR HARDSCAPE AREAS. ALL SLEEVES SHALL BE A MINIMUM 2 TIMES LARGER THAN THE IRRIGATION LINE, ALL SLEEVES CROSSING LOCATIONS WILL BE INDICATED BY CHISELING "IR" ON THE FACE OF THE CONCRETE CURB, VERIFY WITH C.O.B. FOR APPROVED METHOD AND TYPE, 6. ALL SYSTEMS SHALL BE DESIGNED FOR OPTIMUM PRESSURE AS PER IRRIGATION EQUIPMENT MANUFACTURER PRESSURE AT EACH HEAD SHALL BE WITHIN THE OPTIMUM, RANGE SPECIFIED BY MANUFACTURER. 7. DEVELOPER SHALL. PROVIDE ELECTRICAL POWER TO THE CONTROLLERS' LOCATIONS. CONTROLLER LOCATIONS ARE SHOWN DIAGRAMMATICALLY. FINAL LOCATION SHALL BE APPROVED BY RECREATION AND PARK DIRECTOR AT CONSTRUCTION. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CONNECTION. 8- POINTS OF CONNECTION SHALL BE TO EXISTING WATER LINE. SEE WATER LAYOUT PLANS AND PLUMBING PLANS FOR EXACT LOCATIONS. 11i CONTRACTOR SHALL INSTALL CONTROLLERS . CITY • MANUFACTURERS STRONG BOX MODEL 22 -SS ENCLOSURE. VERIFY WITH CITY PRIOR TO INSTALLATION. INSTALL As PER SPECIFICATIONS. SQUARE10. QUANTITIES INDICATED ON IRRIGATION SCHEDULE MAY NOT BE ACCURATE, CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL ALL MATERIALS AS PER PLANS. 11. ALL IRRIGATION VALVES SHALL BE INSTALLED IN R• BOXES AND QUICK COUPLERS SHALL 13E INSTALLED IN 10- ROUND BOXES, APPLIED ENGINEERING OR APPROVED EQUAL (PER C -0,B.). EACH BOX LID SHALL BE HEAT BRANDED FOR APPROPRIATE IDENTIFICATION. VERIFY WITH FOR EXACT CONFIGURATION. 12. CONTRACTOR SHALL PROVIDE AND INSTALL TWO HOT » ■SPARE. MAST ER VALVE. VERIFY WITH C.03. 13. NTRACTOR SHALL PROVIDE AND INSTALL TWO ROOT WATERING SYSTEMS AND A POP-UP BUBBLER + x • • S. i • • GENERAL PROJECT NOTES: RESPONSIBLEI- CONTRACTOR SHALL BE • ■ STANDARDS ■ CONTRACTOR WILL ALSO BE RESPONSIBLE , TO START ELECTRICAL AND WATER SERVICE IN TIME FOR CONSTRUCTION. METHODS2. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL APPROPRIATE PUBLIC UTILITYSTANDARDS, SPECIFICATIONS AND • 3, PRIOR TO THE START OF SHOULD BE INSTALLED AND PRE-CONSTRUCTION4. CONTRACTOR SHALL BE RESPONSIBLE FOR CONT ACTING CITY RECREATION & PARKS, 661-326-3354, AND PUBLIC WORKS, 661-326}3049, FOR AN ON-SITE 5. CONTRACTOR WILL COORDINATE CONSTRUCTION WITH THE APPROPRIATE CITY INSPECTION OFFICIAL SO THAT INSPECTIONS CAN BE MADE AT CRITICAL CONSTRUCTION PERIODS BUT INNO CASE LESS THAN: a. AT THE START OF CONSTRUCTION, b. PRIOR TO ANY BACK TILLING (IRRIGATION PRESSURE TEST), C. PRIOR TO THE INSTALLATION OF ANY PLANT d. AT THE END OF CONSTRUCTION BUT PRIOR TO START OF POST -INSTALLATION MAINTENANCE, AND ATTHE END OF POST -INSTALLATION MAINT, ENANCE PERIOD FOR WRITTEN CITY ACCEPTANCE. 6, CONTRACTOR WILL PERFORM ■SPECIFICATIONS. INCURRED• -START CONSTRUCTION UNTIL TURNOVER TO THE CITY. 7. CONTRACTOR IS RESPONSIBLE FOR SECURING FINAL WRITTEN ACCEPTANCE BY THE CITY OF WORK.BAKERSFIELD FOR THIS O ■ FROM MAINTENANCE OF THE IRRIGATION SYSTEM OR MAINTENANCE AND REPLACEMENT OF DEAD, DYING. DAMAGED, • •. OTHERWISE UNSUITABLE PLANT MATERIAL ACCEPTS WORK 8. CONTRACTOR WILL FIELD VERITY FINISHED GRADES AND VERIFY THAT THERE IS POSITIVE SURFACE DRAINAGE IN ALL PLANTERS, TURF AREAS AND AWAY FROM PLANTING •POSITIVE DRAINAGE DOES NOT EXIST NOTIFY , AUTHORIZATION ■ INSTRUCTIONS TO PROCEED. STANDARDS9. CITY OF BAKERSFIELD AND SPECIFICATIONS SHEET, INCLUDED WITH THIS DRAWING AND C.O.B. STANDARD DETAILS T AKE PRECEDENCE OVER OTHER SPECIFICATION 10. ALL TREES UNDER UTILITY LINES ARE SUBJECT , _. CONCRETE11. CONTRACTOR SHALL INSTALL A 6" PER ! : STANDARDS CONSTRUCTIONLINE AND LIMIT OF Y AND : AREAS. 12. PROVIDE ROOT BARRIERS PROPOSED PAVING, WALL, OR STRUCTURE. 13. ALL PLANT MATERIALS SHALL BE APPROVED BY THE ARCHITECT OR OWNERS REPRESENTATIVE. 14. NO PLANTING SHALL BE PLANTED UNTIL THE INSTALLATION OF R. , SHALLCOMPLETED AND TESTED FINAL GRADES HAVE BEEN ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED, AND SOIL PREPARED AND THE OWNERS REPRESENTATIVE HAS APPROVED THE WORK 15. CONTRACTOR i,,. a AND INSTALLATION OF SPECIFIED SOIL AMENDMENTS WHETHER A SOILS TEST IS REQUIRED OR NOT. 16, CONTRACTOR IS RESPONSIBLE F• x AND ,. IRRIGATION SYSTEM, DURING CONSTRUCTION. CONTRACTORDAMAGE LANDSCAPE# BY CONSTRUCTION. IRRIGATION17. CONTRACTOR SHALL INDICATE CURBSISIDEWALKS AT EACH LOCATION. I& PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES ♦', SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW • APPROVAL O SECTIONBMC r • PLAN SHALLBE SUBMITTED TO THE PARKS, FOR REVIEW AND APPROVAL. s,. SHALLi. COLOR MATERIALS, O BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SfGNAGE. I DEVELOPMENT IS RE LRED FOR PR•JECT. SHOULD OF » x • • ------------ » • ■ w a .,Y • x SUMMERSPMURPHY S PARTNERS, INC. 34197 COAST HWY SUITE 200 OANA POINT CA 92629 (949} 443-1446 7-31_20 R Terex' W £ gate 6ate \ OF [l These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publl• cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any u ekhod, Ire whole or part, is prohibited except by written permission from Summers/ Murphy &. Partners, Inc e 1 Q > � I +r j +r +I s r ■ .r r u i., +1 M ■ A3 Is A13 },5" A_31 50A29 25 sl 112°.: i zlA �.�11,t. _ 1 1 1 ,11 � 1/2" 1114' j1;41 41i _ r 1r (' ,J—' a " \\ 3l¢.��3�&`��,,/moi' `.? \ ai ,� ,L '45i:. \.fr i B2 f, �Xm CONT ROLLER LOCATION NOTE: CONTRACTOR TO ADHERE TO THE CITY OF BAKERSFIELD LANDSCAPE AND IRRIGATION STANDARD DETAILS, AND COOROINA TIE WITH THE RECREATIONS & PARKS DEPARTMENT THROUGHOUT CONSTRUCTION INSTALLATION AFTER THE ENTIRE IRRIGATION SUBMITTAL HAS BEEN APPROVED BY THE IRRIGATION CONSULTANT, THEN PROVIDE IRRIGATION MOCK-UPT AS LISTED BELOW PRIOR TO THE START OF ANY IRRIGATION DEMOLITION AND INSTALLATION. PROVIDE MOCK-UPS AS FOLLOWS: I. REQUIRED MOCK-UPS: + INLINE DRIP IRRIGATION • POINT OF CONNECTION EQUIPMENT RAINEI RD TWO -WIRE SPLICES RAWBIRD TWO -WIRE TO DECODERAIALVE 2. MOCK-UPS NOT TO BE INSTALLED IN THE LANDSCAPE AREAS. 3. PROTECT MOCK-UP DURING CONSTRUCTION. 4. REMOVE MOCK-UP Al COMPLETION OF CONSTRUCTION WHEN DIRECTED BY IRRIGATION CONSULTANT. 5. PROVIDE MOCK-UP NOT EXCEED (1) 5'X 5' SQUARE FOR EACH OF THE ABOVE REQUIRED MOCK-UPS FOR THIS PROJECT. 6. REQUIRED NOTICE OF (96) HOURS PRIOR TO SCHEDULING MOCK-UP REVIEW. ASSIGNMENT OF RESPONSIBILITY GENERAL_ THE IRRIGATION SYSTEM IS DESIGNED TO PROVIDE IRRIGATION TO THE PLANTS ROOT ZONE OF ALL THE PLANTING AREAS ON THIS SITE WITH NO OVEP.SPRAY ONTO PAVING, WALKS, WALLS AND EXISTING UTILITIES. THE IRRIGATION CONSULTANT DOES NOT ASSUME ANY MAINTENANCE OBLIGATIONS. CONTRACTORS RESPONSIBILITIES! THE CONTRACTORS SHALL ASSUME THE SOLE RESPONSIBILITY FOR THE PROPER MAINTENANCE OF THE DRIP IRRIGATION SYSTEMS, ALONG WITH THE PROPER ET MANAGEMENT ON A DAILY BASIS FOR THE CONTROLLER ASSEMBLY, AND ALL OTHER IRRIGATION SYSTEM COMPONENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ADJUSTING THE WATERING CYCLES TO SUITTHE SEASONAL REQUIREMENTS, ALONG WITH THE SOIL REQUIREMENTS, AND THE PLANT MATERIAL MOISTURE REQUIREMENTS WHILE NOT EXCEEDING THE WATER ALLOCATION FOR THIS SITE. ADJUST THE WATERING CYCLES TO THE SOILS INFILTRATION RATE. NO RUN OFF SHALL OCCUR AT ANYTIME. THE INS'TALJATION CONTRACTOR SHALL INSTRUCT' THE MAINTENANCE CONTRACTOR IN THE USE .AND ADJUSTMENT OF THE IRRIGATION SYSTEM, PRIORTO TURN -OVER OF THE PROJECT, AND THE INSTALLATION CONTRACTOR SHALL OBTAIN A SIGNATURE FROM THE MAINTENANCE CONTRACTOR OF THEIR FULL UNDERSTANDING OF THE INSTALLATION, AND MANAGEMENT NEEDS OF THIS DRIP IRRIGATION SYSTEM, PERFORM ALL REVIEWS AND AUDITS AS CALLED OUT IN THE IRRIGATION MAINTENANCE NOTES AND SUBMIT WRITTEN REPORTS TO THE OWNER. OWNERS RESPONSIBILITIES: THE OWNER SHALL BE SOLELY RESPONSIBLE FOR OBTAINING "AS BUILT' DRAWINGS AND CONTROLLER CHARTS FROM THE INSTALLATION CONTRACTOR BOTH HARD COPIES AND ELECTRONIC COPIES CALLOUT IN THE IRRIGATION SPECIF€CATIONS, CONTRACTOR SHALL SUBMIT THE NUMBER OF SETS PER THE IRRIGATION SPECIFICATION FOR THE COLOR CODED CONTROLLER CHARTS HERMETICALLY SEALED IN HEAVY DUTY PLASTC. ANY DANGEROUS CONDITIONS THAT' MAY OCCUR DURING THE CONSTRUCTION OR LATER MAINTENANCE PERIOD SHALL BE CORRECTED IMMEDIATELY. SUBSTITUTIONS: NO SUBSTITUTIONS OF MATERIALS SHALL BE ALLOWED DURING THE CONSTRUCTION OR LATER MAINTENANCE WITHOUT PHE WRITTEN CONSENT OF THE IRRIGATION CONSULTANT. ALL REPLACEMENT COMPONENTS SHALL BE AS CALLED OUT ON THE DRAWINGS AND IN THE SPECIFICATIONS. THE CONSULTANT CAN NOT BE HELD RESPONSIBLE FOR ALTERATIONS OF THE IRRIGATION SYSTEM THAT WERE DONE WITHOUT HIS WRITTEN PERMISSION. -- WATER CONSERVATION CONCEPT STATEMENT. THE DESIGN PRINCIPLES BELOW WERE USED TO IMPROVE THE EFFICIENCY OF THE IRRIGATION SYSTEM AND TO CONSERVE WATER FOR THIS PROJECT SITE. • THE DESIGN IS FOR A PRESSURE REGULATING MASTER VALVE. • THE DESIGN HAS A FLOW SENSOR FOR HIGH FLOW AND FLOW MANAGE. • ALL DRIP VALVES ARE EQUIPED WITH IN-LINE PRESSURE REGULATORS. • IRRIGATION VALVES ARE SEPARATED BY PLANT MATERIAL HYDROZONE PER AS 1881. • IRRIGATION VALVES ARE SEPARATED BY EXPOSURE AND ORIENTATION. • THE CONTROLLER ASSEMBLY IS EQUIPFD WITH A RAIN SHUT OF DEVICE. • MULCH IS USED TO DRAMATICALLY SLOW EVAPORATION OF THE IRRIGATION FROM THE SOIL. SITE OBSERVATION SCHEDULE: THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO SCHEDULE AN IRRIGATION SITE OBSERVATION REVIEW BY THE OWNEWS AUTHORIZED REPRESENTATIVE & THE LANDSCAPE ARCHITECT (48 HOURS MINIMUM NOTIFICATION TIME). THE FOLLOWING ITEMS SHALL BE SCHEDULED FOR REVIEW: 1) PRE-JOB/KICK-OFF MEETING WITH THE LANDSCAPE CONTRACTOR SUPERVISOR: AND IRRIGATION DESIGNER. 2) REVIEW DURING INSTALLATION OF THE FOLLOWING ITEMS PER THE IRRIGATION SPECIFICATIONS: MAINLINE, BASKET STRAINER, BACKFLOW DEVICES, MASTER VALVES, FLOW SENSORS, FERTILIZER INJECTOR, REMOTE CONTROL VALVE(SL DRIP REMOTE CONTROL VALVE(S), GATE VALVES, MAININE TRACER WIRE(S), ALL REMOTE CONTROL WIRES, AND AIRNAC DEVICES INSTALLION REVIEW PRIOR TO BACKFILLING TRENCHES, ETC, IRRIGATION MAINLINE PRESSURE TEST. 3) FINALIZING THE LOCATIONS FOR THE CONTROLLER ASSEMBLIES, BACKFLOW DEVICE, BASKET STRAINER, BOOSTER PUMP,FERTILIZER INJECTOR, AND ALL VALVE(S). 4) IRRIGATION COVERAGE TEST, AND A DYNAMIC PRESSURE TEST TO BE PREFORMED BY THE INSTALLATION CONTRACTOR AND OBSERVED BY THE IRRIGATION DESIGNER FOR EACH VALVE DURING THE IRRIGATION COVERAGE TEST, i SCHEDULES:IRRIGATION MAINTENANCE MINIMUM RECOMMENDED WEEKLY MAINTENANCE SCHEDULE DURING PRIME GROWING SEASON AND PEAR tESER DEWIAND (MAINTENANCE TASKS TO BE PERFORMED ON A WEEKLY BASIS.) TASKS: • RECORD Th IE IRRIGATION USEAGE EVERY WEDNESDAY, AND THEN COMPARE ACtUAL USAGE VS. FLOW SENSOR RECORDED FLOW RATES. • CHECK THE CONTROLLER DAILY FLOW SUMMARIES TO SEE ANY DRIP VALVE WITH RECORDED FLOWS LOWER THAN LISTED ON THE CONTROLLER PROGRAM. • CHECK THE CONTROLLER ALERTS FOR .ANY HIGH FLOW ALERTS, IRRIGATION ISSUES, ETC. • CHECK ENTIRE IRRIGATION SYSTEM TO FIND AND REPAIR DAMAGE OR BROKEN DRIP EMITTER(S) WITH SAME TYPE AND MANUFACTURER. • REVIPW THE CONTROLLER RECORDS TO VERIFY EACH DRIP VALVE IS GETTING THE PRPPER WATER ALLOCATION BASED UPON THE PROGRAMMING, AND IF NOT THEN ADJUST THE IRRIGATION PROGRAMMING TO FIX THE UNDER OR OVERWATER ISSUES. • CHECK THE IRRIGATION SCHFDUt.i". WAS IRFFN ADJUSTED PER EACH STATION ON EVERY CONTROLLER BASED UPON THE BASE IRRIGATION SCHEDULES INCLUDED. ADJUST SCHEDULES AS REQUIRED FOR ANY CLIMATE CHANGES, RE -SODDING, WINTER OVERSEEDING, FERTILIZER SCHEDULE, PRUNING SCHEDULE, OR ANY OTHER EVENT THAT MIGHT CAUSE THE PLANT MATERIAL ADDITIONAL IRRIGAIiON • SIPHON! INSPECT TREE SIPHON TUBES FOR WATER. MINIMUM RECOMMENDED MONTHLY MAINTENANCE SCHEDULE (MAINTENANCE TASKS TO BE PERFORMED ON A MONTHLY BASIS, IN ADDITION TO WEEKLY MAINTENANCE TASKS.) TASKS: • CHECK AND ADJUST ALL DRIP EQUIPMENT (DRIP REMOTE CONTROL VALVES, AND MASTER VALVE PRESSURE REGULATOR). • INS.PECT EACH IRRIGATION STATION VIA THE CONTROLLER MANUAL OPERATION FOR MINIMUM 3 MINUTES FOR EACH STATION ON EVERY CONTROLLER TO CHECK FOR PROPER COVERAGE, AND NO SIGNS OF ANY IRRIGATION PROBLEMS. IF PROBLEMS ARE DISCOVERED, THEN REPAIR ANY DAMAGED OR CLOGGED EMITTERS, • CHECK THE PRESSURE ON THE LAST SPRAY HEAD OR DRIP EMITTER ON EACH STATION TO MAKE SURE IT MAKES THE DESIGN PRESSURES LISTED ON THE IRRIGATION LEGEND. • REVIEW ALL THE WEEKLY TASKS HAVE BEEN COMPLETED EACH WEEK. • REVIEW THE OVERAL WATER USEAGE TRACK FROM READING THE WATER METER TO ACTUAL, USE VIA THE CONTORLLER AND ITS FLOUR SENSOR. COMPARE TFIE- READINGS, AND IF THERE IS ANY DISCREPTATIONS THEN TROUBLE SHOOT WHERE THE WATER IS BEING USED IF NOT FOR THE IRRIGATION SYSTEM. MINIMUM RECOMMENDED YEARLY MAINTENANCE SCHEDULE (MAINTENANCE TASKS TO BE PERFORMED ON A YEARLY BASIS, IN ADDITION TO WEEKLY AND MONTHLY MAINTENANCE TASKS.) TASKS: JAN CONTRACT TO TEST BACKFLOW DEVICES PER CITY OR War ER DISTRICT AGENCIES THAT REGULATE BACKFLOW TESTING FOR YOUR AREA. JAN - DEC SEE MONTHLY MAINTENANCE SCHEDULE OF ITEMS THAT NEED TO BE REVIEWED FOR THE IRRIGATION SYSTEM. AFTER THE FIRST YEAR OF IRRIGATION USE AND PLANT MAITENANCE FOR THIS SITE. THE IRRIGATION CONTROLLER SHOULD BE ADJUSTED TO LOWER THE WATER USAGE TO SAVE WATER, WHILE PROMOTING PROPER PLANT HEALTH AND GROWTH. -- SrE THE !;t !C,AT;C.'d LEGEND. NOFs, AND DETAILS FOR FURTHER !NFORM,.ATION. ALL N L NI If L ANO VPLVE VALVEBOXES TO BE NSIA. :.E) 24 FROM ANY rARD_GArE AREA, AND ALL VALVE BOXES TO IIAVF A MINI INTIM OF 24 cACC GE 'CEEN LACI -1 SCALE: 10=209-011 w®20r TTr1 SMMP ENVIRONMENTAL DESIGN SUMMERS/MURPHY & PARTNERS, INC. 33197 COAST HWY SUITE 290 DANA POINT CA 926629 (8,8)443-1446 ePd+... tl'+�. Signature 1 31-20 R ew D e •DPte �T 4p ¢� �FOF L:AL1s0 . These drawings and/or the accompanying specifications are the exclusive property of SunNTIETSOVILIrphY & Partners, Inc. and their use and publi- a:ation shall be restricted to the original site for which they were prepared. Reuse, repro- duction or publication by any method, in whole or pan, is prohibited except by written permission, from Summers/ Murphy & Partners, Inc. Q 7i7 UU � 1 I 1 Lw LN i y 1 i i I ++ � g i all ' y1 i i f a StIMMERWMURPHY 6 PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92829 (949)443-1448 These drawings andfor the accompanying, specifications are the exdusive property of 5umrners/Murphy & Partners„ Inc and the -sr 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 wrttten permission from Summers/ Murphy & Partners, Inc O N S i S CL S � f 1 w W 3 11 � Y W f! YM: M w y. Uj I Ix, W Uj Y y IL !i in 10 11 t �Y% SUMMERSIMURPHY & PARTNERS, iNC- 3419] COAST Hutt SUITE 2(W DANA POINT CA 92629 (949)443-1446 7-3t-20 Ra w^i "ate Ga e � `tee OF CA0"0?' These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and pubEi- 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, lnc. o 0 I f k > W t a � I i • M M 3' y • 3 W6 til s! 3 r U'fe LSI,... 31C ._NOTE CONTRAC TOR TO ADHERE TO THE CITY OF BAKERSFIEL D LANDSCAPE A+ND IRRIGATION STANDARD DETAILS, AND COORDINATE WITH FHE RECREATIONS & PARKS DEPARTMENT THROUGHOUT CONSTRUCTION INSTALLATION; Cr TtIF RPI<AIIOR L,N'D, NOTES, AND T .iLS OR rU,2 iEP P )RMArtON ALL MANUNE ANU VALVEU YLS TO RF INSTALLED 24 FRC)It ANY HARCSCi PE RCA AND PL' ` LLdE BOXES TO HAVE r O PNI'UM OF 24" P i.BEM+FN FACT LID l SMP ENVIRONMENTAL DESIGN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST F€lM' SUITE 240 DANA POINT CA 92629 (949)-043-14443 c OF These drawings and/or the accomparrAng 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 _O U.j I W fl i 1 iu y t1 s LLI • y Of 0 r iM ED METER AND BACKFLOW PREVENTION DEVICES WILL BE INSTALLED BY WATER DISTRICT. 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 FIELD FROM PLAN DUE TO SITE CONDITIONS OR FOR OTHER FORESEEN DISCREPANCIES, HE MUST FIRST RESUBMIT TO CITY FOR CITY APPROVAL PRIOR TO COMMENCING CHANGE OF WORK. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR I'D CONSTRUCTION. LOCATE ALL VALVES IN PLANTING AREAS, IRRIGATION SYSTEM IS STRICTLY DIAGRAMMATIC, THEREFORE,CONTRACTOR MUST MAKE ADJUSTMENTS IN THE FILED TO INSURE ADEQUATE COVERAGE. MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. 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 REPLACED OR CORRECTED BY INE IRRIGATION CONTRACTOR AT NO COST TO 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, BLUE FOR EXTRA WIRE. INSTALL IN COMMON TRENCH WITH MAINLINE 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 -PRESSURE LATERAL LINE PIPING,' UTSIDE. OF ROOTBALL. IRRIGATION CONTRACTOR SHALL INSTALL EMITTERS ON THE UP HILL SIDE ON BERMS AT EACH PLANT AND OUTSIDE OF FOOTBALL. 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 RESPONSIBiLI T1' FOR ANY AND ALL NECESSARY REVISIONS. F F CONTRACTOR SHALL PLACE _ FINAL LOCATION O_ 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 ..TATE GOVERNING AND REGULATIONS GOVERNINOR RELATING TO ANY PORTION OF L U RI G C THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL. FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL OBTAIN '"L HE 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 EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXPEND AT LEAST 12" PAST THE EDGE OF THE PAVING. IRRIGATION CONSTRUCTION NOTES WATER METER INFORMATION THE LANDSCAPE CONTRACTOR SHALL PURCHASE AND INSTALL A 2" WATER METER FOR ZONES A, B, & C AS LOCATED PER THE CIVIL ENGINEER'S SEWER AND WATER PLAN AND AS SHOWN ON THE IRRIGATION PLAN. VERIFY THE STATIC PRESSURE PRIOR TO CONSTRUCTION. INSTALL GATE VALVES, BACKFLOW DEVICE, QUICK COUPLERS, MASTER VALVE, AND FLOW SENSOR WITHIN THE SHRUB PLANTING AREAS ONLY. MAINLINE SHOWN IN HARDSCAPE AREAS IS DIAGRAMMATIC. MAINLINE ARE INTENDED TO BE INSTALLED W€THIN THE SHRUB AREAS. ANY MAINLINE, LATERAL, OR CONTROL WIRES THAT RUN UNDER HARDSCAPE AREAS SHALL BE INSTALLED IN SCHAG PVC SLEEVES WHICH SHALL BE SIZED A MINIMUM OF TWICE THE DIAMETER OF THE ACTUAL PIPE DIAMETER. REFER TO IRRIGATION DETAILS FOR INSTALLATION AND DEPTHS OF SLEEVING. CONTROLLER INFORMATION THE CONTROLLER ASSEMBLY REQUIRED IS AVAILABLE THRU SITE ONE. (CONTACT REP. AT SITE ONE JOHN ROSS 714.585.9362) THE CONTROLLER ASSEMBLY WILL BE A SITE ONE MODEL. NUMBER: CA -I 6RD05-1251RFD 101(97)1O)RSD-210/RBLA/CAB14-B (BLUE) CAB14-G(GREEN)CAB14-0(ORANGE)/ NCCGP-1!(XX)(3RP-31LPP(RSE/ GTFSVC200-150PIFAN-16 Assembly Summary: CA -16 = Wall mount Stainless Steel enclosure) RS05=ESP-LX.MD 1 RFD= RairiBlyd decoders I RSD -210 =Sensor Decoder / RBLA=Surge protection/ CAB 14-B,G,O = 2 -wire cable I NCCGP-1 - Cell card w antenna and data service! GRP -3 = grounding plate! LPP =Line primary protection I RSE = Rair. Sensor I GTFSVC200-15GP= Flow sensor/ Fan -16 = cooling fan. • THE QUANTITY OF COLOR WIRE TO BE DETERMINED BY THE LANDSCAPE CONTRACTOR. • THE QUANTITY OF SURGE PROTECTION AND GROUNDING KITS TO BE DETERMINED BE THE LANDSCAPE CONTRACTOR BASED ON A SPACING OF 500 LF OF MAINLINE. • CONTROLLER TO BE INS TALLIED WITHIN A WALL MOUNTED, LOCKING, STAINLESS STEEL ENCLOSURE WITH STAINLESS STEEL BACKBOARD, MAXIMUM APPUED WATERALLOWANCE: TOTAL. MAVVA=(Rt0XO 62g!0.7 x IA) + (DS x SLA)I Eta factor crop_ LA i 152.3 I07- 5.7 283.853 TOTAL ESTIMATED APPLIED WATER USED: TOTAL EAWU=(Ellc x 6 62) x L(HA x PP)RE) + SLA)) Calcui.t.rr, R A,IS&C 6,455,271 GaLlYr 8690 artery 7,936,032 Gal.Nr 9437 cc7/yr Percentage of MAWA used : 109% Hydtozor e #I (Turf Rcla on SLA n62 _ .x -.151.533 _.-1, ..,- O8.... - 4,923,®04 GaLrYr _ .. 58. Hydrozone 1112 (Turf spray) SLA 524 x 062 X 000 n G8 - 27,723 Gal.Nr - 0a5- Hydlnzone # 2 (Tuff DHp. SLA 594 z 062 y 2380 x 08 146,684 GaI.Nr SYMBOL INDICATES (2) POP-UP BUBBLERS PER TREE 0 0.77 RAIN BIRD RDOS-S-P-30-MPR SQ / H NOZZLES 0.10, 0.20 30 5' 1.58 ` 0 Hyr1rozone # 3 (Shrub Roveno RAIN BIRD RDi2-S-P-30-MPR 8Q /H I F NOZZLES 0.26, 0.52, 1.05 30 8' 1.58 c� 0 ® RAIN BIRD RD'12-S-P-30-44PR 12Q i H t F NOZZLES 0.65, 1.30, 2.60 30 12' 1.74 52.4 X 062 x 933850 X 0A - 4,573,394 Gsi.r* RAIN BIRD RD06-S-P-30-MPR 8Q I H I F NOZZLES 0.26, 0.52, 1.05 30 8' 1.58 4 02 RAIN BIRD RDO6-S-P-30-MPR 12Q 1 H! F NOZZLES 0.65, 1.30, 2.60 30 12' 1.58 4 Hydrozone 94. (Shrub Spray) (7j RAIN BIRD RD06-S-P-30-MPR 1501 H / F NOZZLES GS2, I A5,370 30 15' 1.58 (R M RAIN BIRD 524 -T_ _ 5.62 X 26 F30 X 0.4 - 464,822 GaUW RAIN BIRD RDO"-P-30 BUBBLER Wi 1401 NOZZLES 0.25 30 2'- 5' 1.20 1.75 USE RAINBIRD SA -6- 5050 PRE -ASSEMBLED SWING JOINTS FOR SPRAY HEADS. Hydrozone V6 (Shrub m G4ipidne ) 1: f RAINBIRD 5006 -MPR -25 PC/FC SAM -R -SS Q,H,F ( RED) 6" POP-UP TURF ROTOR .88,1.73, 3.34 35 24' 0.56 @ l.! 06 RAINBIRD :124 K Is" x 4_,850 X w0A - 76436 GaLtyr SYMBOL IRRIGATION AT I L LEGEND PRECIP. 0 Fi F MANUFACT. MODEL NO. / DESCRIPTION GPM PSI RADIUS RATE LASCO 00 RAIN BIRD RAIN BIRD RAINBIRD AS APPROVED -- -- - •--- AS APPROVED NO SYMBOL NO SYMBOL AS APPROVED AS APPROVED NO SYMBOL BERMAD NO SYMBOL AS APPROVED NO SYMBOL K.D.L NO SYMBOL K.B.i, SLO-CLOSE FUI-L BLOCK TRUE UNION BALL VALVES, LINE SIZE, 33 -DRC QUICK COUPLER VALVE W/ (YELLOW) LOCKING CAP PESB-PRS-D SERIES PLASTIC BODIED ELECTRIC CONTROL VALVE. SIZES INDICATED, PROVIDE ONE (1) RAINBIRD DECODER FOR EACH VALVE 1"-XCZ-PRB-100-COM FOR FLOW 3-20 GPM / 1.5"-XCZ-PRB-150-COM FOR FLOWS 15-40GPM, DRIP CONTROL ZONE KIT COMPLETE WITH A V PESB VALVE AND V PRESSURE REGULATING (40 PSI), QUICK -CHECK BASKET FILTER. INSTALL CONTROL ZONE KIT INA SINGLE STANDARD RECTANGULAR VALVE BOX. PROVIDE ONE (1) RAINBIRD DECODER FOR EACH VALVE. PVC PIPE 314" - 3" SCH. 40 AS LATERAL LINES 12" BELOW GRADE PVC PIPE 2.6" AND SMALLER TO BE CL, 315 AS MAINLINES 18"- 24" BELOW GRADE. REFER TO DETAIL FOR DEPTH. PVC PIPE 3" AND LARGER TO BE CL. 200 BELL AND GASKET AS MAINLINES 24" BELOW GRADE. ALL BELL AND GASKET MAINLINE FITTINGS SHALL RECEIVE JOINT RESTRAINTS ALL FITTINGS USED WITH BELL AND GASKET PIPE SHALL BE LEEMCO "DEEP BELL" DUCTILE IRON FITTINGS. USE LEEMCO JOINT RESTRAINTS ON ALL DIRECTIONAL CHANGES AND ON COUPLINGS WITHIN 50 FEET OF DIRECTIONAL CHANGE. USE JOINT RESTRAINTS ON ALL EQUIPMENT INSTALLED ON RING TITE PIPE. ALL MAINLINE 2.5" AND SMALLER SHALL HAVE CONCRETE THRUST BLOCKS INSTALLED PER DETAIL 2" PVC PIPE SCH. 40 AS SLEEVING FOR WIRE AND 2 x SIZE OF PIPE FOR ALL IRRIGATIONS LINES. PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. SLEEVE ALL DRIVEWAYS AND SIDEWALK CROSSINGS, EXTEND Z PAST CURB EDGE. NOTE TO CONTRACTOR: TWO WIRE CABLE SHALL BE PAIGE GABLE P7072D IRRIGATION CONTROL CABLE 1412 DIRECT BURIAL TWO WIRE CONTROL CABLE (INSTALLED WITHIN 1112" SCH40 PVC CONDUIT). CONTROLLER TO HAVE ALL (A:BLUE) (B: GREEN) (C: ORANGE) COLOR CABLE, USING THE PAIGE DECODER CABLE FUSE DEVICE (DCFD) AT EACH WIRE BRANCH, USE MODEL# 270DCFD3. WHERE CONDUIT CROSSES HARDSCAPE ELEMENTS, THEN CONTRACTOR SHALL INSTALL THE SCH. 40 1-1/2" CONDUIT AND THE TWO- WIRE INSIDE THE CONDUIT ONLY WHEN CROSSING HARDSCAPE ELEMENTS, AND SHALL BE THE CONTRACTOR RESPONSIBILITY. USE 3M-DBRY-20 WIRE CONNECTORS ON VALVE TO DECODER AND ALL SENSOR AND SENSOR WIRING. INSTALL SURGE PROTECTOR PER THE MODEL NUMBER LISTED IN THE CONTROLLER ASSEMBLY A MINIMUM OF EVERY 500' IN DISTANCE FROM THE CONTROLLER TO THE LAST VALVE AT THE END OF EACH MAINLINE RUN, ALL TWO WIRE TO BE INSTALLED IN A 1112" CONDUIT WITH PULL BOXES AT 200' OC. NOTE TO CONTRACTOR: ALL SOLVENT WELD PVC FITTINGS ON PVC SOLVENT WELD BELL END MAINLINES THAT ARE LESS THAN 4" SHALL BE SCH. 80 DURA FITTINGS. ALL FITTINGS TO BE EXPOSED DURING THE MAINLINE PRESSURE TEST AND OBSERVATION. "DBY-20" DIRECT BURY SPLICE KITS, FOR USE ON ALL WIRE CONNECTIONS. NOTE: ALL VALVE BOXES SHALL BE GREEN IN COLOR AND LABELED PER WATER DISTRICT/ CITY REQUIREMENTS FOR RECYCLED WATER. NOTE: ALL NEW MAINLINE SHALL HAVE THE T. CHRISTY METALIC BURIED ID 3" WIDE CAUTION WARNING TAPE OVER THE MAINLINE. MODEL # 01 -ARA PRESSURE AIR RELEASE VALVE, LOCATE AT HIGHEST POINT FOR EACH LEG OF MAINLINE- INSTALL PER IRRIGATION CONSTRUCTION DETAILS SHOWN ON IRRIGATION DRAWINGS. ANTI -DRAIN VALVE SHALL BE FIELD ADJUSTABLE AGAINST DRAWOUT FROM 4 TO 32 FEET OF HEAD, ANTI -DRAIN VALVE SHALL BE KBI HCV SERIES OR APPROVED EQUAL. KSC,- (LINE SIZE) 8 SWING CHECK VALVE, LINE SIZE, t DOWNSTREAM OF EACH RCV WHEN NOV IS LOWER THAN THE SPRINKLERS KC- (LINE SIZE) -S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE SPRINKLERS -CONTROLLER i VALVE HUMBER SIZE ENVIRONMENTAL DESIGN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST }ONLY SUITE 200 DANA POINT CA 92629 (849) 442.1446 IA Renewal a e Date l 3l() ALIcq,Rii 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 frorn Summers/ Murphy Js Partners, Inc A RAIN BIRD RWS-B-C-1401 WI SOCK - 1401 PRESSURE COMPENSATING BUBBLER .25 30 2'- 5' 1.56 0 i SYMBOL INDICATES (2) POP-UP BUBBLERS PER TREE 0 RAIN BIRD RDOS-S-P-30-MPR SQ / H NOZZLES 0.10, 0.20 30 5' 1.58 ` 0 ;J RAIN BIRD RDi2-S-P-30-MPR 8Q /H I F NOZZLES 0.26, 0.52, 1.05 30 8' 1.58 c� 0 ® RAIN BIRD RD'12-S-P-30-44PR 12Q i H t F NOZZLES 0.65, 1.30, 2.60 30 12' 1.74 } O RAIN BIRD RD 12 -S -P -30 -MPR 15Q IH 1 F NOZZLES 0.92, 1.85, 3.70 30 15' 1.56 Y T RAIN BIRD RD06-S-P-30-MPR 8Q I H I F NOZZLES 0.26, 0.52, 1.05 30 8' 1.58 4 V RAIN BIRD RDO6-S-P-30-MPR 12Q 1 H! F NOZZLES 0.65, 1.30, 2.60 30 12' 1.58 4 17 (7j RAIN BIRD RD06-S-P-30-MPR 1501 H / F NOZZLES GS2, I A5,370 30 15' 1.58 (R M RAIN BIRD RD12-S-P-30-MPR 4x15 RCSILCS! 430 SST NOZZLES 0.61, 0.61, 1.21 30 4x15' 14x30' 1.10 [] RAIN BIRD RDOS-S-P-30-MPR 4x30 SST NOZZLES 0.25 30 1x5' (PGS PINK) 1.10 RAIN BIRD RDO"-P-30 BUBBLER Wi 1401 NOZZLES 0.25 30 2'- 5' 1.20 USE RAINBIRD SA -6- 5050 PRE -ASSEMBLED SWING JOINTS FOR SPRAY HEADS. V 1: f RAINBIRD 5006 -MPR -25 PC/FC SAM -R -SS Q,H,F ( RED) 6" POP-UP TURF ROTOR .88,1.73, 3.34 35 24' 0.56 @ l.! 06 RAINBIRD 5006-1,11PR-30 PC(FC SAM -R -SS O,H,F (GREEN) 6" POP-UP TURF ROTOR 1.23, 2.59, 5.08 35 30' 0.54 1-) LTJ 3; RAINBIRD 5012 -MPR -25 PC/FC SAM -R -SS O,H,F (RED) 12" POP-UP SHRUB ROTOR .88,1.73, 3.34 35 24' 0.56 RAINBIRD 5012 -MPR -30 PCIFC SAM -R -SS Q,H,F ( GREEN) 12" POP-UP SHRUB ROTOR 1.23: 2.59, 5.08 35 30' 0.54 USE RAINBIRD TSJ -12 V PRE -ASSEMBLED SWING JOINTS FOR ROTORS. $(tet,€ RAIN BIRD F4-PC-SS-NOZ.8 POP-UP TURF ROTOR 6.6 50 49' .53 `) RAIN BIRD F4-FD-88-NOZ.12 POP-UP TURF ROTOR 113 50 55' .72 USE RAINBIRD TSJ -100-PRS i" PRE -ASSEMBLED SWING JOINTS FOR ROTORS. SHRUB DRIPLINE BIRD XF -CJ-06-12 DRIP TUBING Wl 6 CPW EMITTERS 12' N CENTER, INSTALL TUBING ROWS A MAXIMUM OF 1 -14"APART 1N PLANTING AREAS. ALL TUBING SHALL BE INSTALLED 3" BELOW FINISHED SOIL GRADE W19" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING fN THE FIELD PRIOR TO STARTING WORK. INSTALL PER MFG SPECIFICATIONS. 1714" SCH 40 PVC MANIFOLD TO RUN THE LENGTH OF EACH DRIPLINE SYSTEM, LOCATE VALVE CENTRALLY WITHIN EACH SYSTEM. NO SYMBOL RAIN BIRD FITTINGS W€ T H PVC TEE OR ELL FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING INSTALL PER MFG SPECIFICATIONS. NO SYMBOL RAIN BIRD ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "XFS" FITTINGS INSTALL PER MFG SPECIFICATIONS. Q RAIN BIRD MDCF-CAP FLUSH VALVE AT END/MIDDLE OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A SEPERATE 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 DRIPLINE FLUSH MANIFOLD. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MFG SPECIFICATIONS. P.U.C. ZONE A, R & C WILL REQ. A 2" POTABLE WATER METER (TO BE PROVIDED BY OTHERS) WITH 2" SERVICE LINE, VERIFY SIZE: LOCATION: AND STATIC WATER PRESSURE IN FIELD. ALSO INSTALL A THERMAL EXPANSION ABSORBER PER CAL WATER SPECS BETWEEN THE WATER METER AND BACKFLOW DEVICE. INSTALL A THERM-X-TROL MODEL # ST -80V -C PER MFG. SPECS TO EACH POC. AVAILABLE THRU KERN TURF. Ik"r FEBCO ZONE A, E & C WILL REO. A 2' 82+�'YA REDUCED PRESSURE TYPE BACKFtGW DEVICE WITH A WATTS 2' BASKET STRAINER WITH 150# FLANGED STAINLESS STEEL BODY AND 30 MESH STAINLESS SI EEL. INSTALL EACH ENTIRE ASSEMBLY WITHIN A V.I.T. STRONGBOX BACKFLOW ENCLOSURE. SIZE AS REQUIRED. RAIN BIRD c 1 k - S H - A A SOLENOIDS, 2" MASTER VALVE WITH PRESSURE REGULATING .INCLUDE PAIGE ELIC CORP. WIRE PER MFG. SPEC FOR PES&PRS D.ERIES WITH Sflt D h1V I I S WIRE. INSTALL IN 1.5" GRAY CONDUIT TO CONTROLLER-. PROVIDE ONE (1) RAINBIRD DECODER FOR EACH VALVE AND FOR THE. MASTER VALVE. INSTALL THE PAIGE CABLE FROM THE MASTER VALVE TO THE CONTROLLER PER THE IRRIGATION CONSTRUCTION NOTE WITHIN CONDUITS. RAIN BIRD MODEL FSI SOP SERIES 2" PLASTIC TEE MOUNTED FLOW SENSOR. PAIGE ELECTRIC CORP. WIRE PER MFG. SPEC. - FLOW SENSOR CABLE INSTALLED IN CONDUIT. NO FIELD SPLICES ALLOWED BETWEEN FLOW SENSOR AND CONTROLLER. INSTALL WITHIN FLOW SENSOR CONDUIT - 1-112" PVC SCHEDULE 40 PIPE INSTALL IN PLANTING AREAS .ADJACENT TO IRRIGATION MAINLINE PIPING TO PRIG ATION CONTROLLER. FLOW SENSOR WIRE CONNECTORS - 3M "DBY-20" CE7 -025 -HC F7 -025 -HC, EZ-FLO 25GAL. HIGH CAPACITY MAIN LINE SYSTEM. INSTALL PER MFG. SPECS. SITE ONE SEE CONTROLLER NOTES IN THIS PACKAGE. SYSTEMS IS DIVIDED INTO (3) ZONES A,BA C. THE SITE WILL USE (1) CONTROLLER AND (3) SEPARATE POC ASSEMBLIES, 2 -WIRE REQUIRED FOR EACH ZONE: ZONE A: WILL USE CAB -1 4-B (BLUE) I R WILL USE CAB -14-G (GREEN) / ZONE C: WILL USE ZONES CAB -14-0 (ORANGE). INSTALLED IN 11 i2" SCH. 40 CONDUIT W/ LARGE RADIUS SWEEP 90° TO.AND FROM EACH VALVE BOX. A C STRONG BOX STAINLESS STEEL ENCLOSURE AS REQUIRED BY PROJECT, SEE CONTROLLER NOTES IN THIS PACKAGE. i6W NIA THE 120 VOLT POWER SUPPLY HOOK-UP OF IRRIGATION ASSEMBLY SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. REFER TO ELECTRICAL PLANS FOR ADDI kTI ONAL INFORMATION, FINAL LOCATION OF CONTROLLER ASSEMBLY SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION, CALL SITE ONE: JOHN ROSS 714.585.9352 FOR INITIAL SERVICE STARTUP AND CERTIFICATION OF CONTROLLER ASSEMBLY, COMMUNICATION, A14D FLOW SENSOR. LASCO 00 RAIN BIRD RAIN BIRD RAINBIRD AS APPROVED -- -- - •--- AS APPROVED NO SYMBOL NO SYMBOL AS APPROVED AS APPROVED NO SYMBOL BERMAD NO SYMBOL AS APPROVED NO SYMBOL K.D.L NO SYMBOL K.B.i, SLO-CLOSE FUI-L BLOCK TRUE UNION BALL VALVES, LINE SIZE, 33 -DRC QUICK COUPLER VALVE W/ (YELLOW) LOCKING CAP PESB-PRS-D SERIES PLASTIC BODIED ELECTRIC CONTROL VALVE. SIZES INDICATED, PROVIDE ONE (1) RAINBIRD DECODER FOR EACH VALVE 1"-XCZ-PRB-100-COM FOR FLOW 3-20 GPM / 1.5"-XCZ-PRB-150-COM FOR FLOWS 15-40GPM, DRIP CONTROL ZONE KIT COMPLETE WITH A V PESB VALVE AND V PRESSURE REGULATING (40 PSI), QUICK -CHECK BASKET FILTER. INSTALL CONTROL ZONE KIT INA SINGLE STANDARD RECTANGULAR VALVE BOX. PROVIDE ONE (1) RAINBIRD DECODER FOR EACH VALVE. PVC PIPE 314" - 3" SCH. 40 AS LATERAL LINES 12" BELOW GRADE PVC PIPE 2.6" AND SMALLER TO BE CL, 315 AS MAINLINES 18"- 24" BELOW GRADE. REFER TO DETAIL FOR DEPTH. PVC PIPE 3" AND LARGER TO BE CL. 200 BELL AND GASKET AS MAINLINES 24" BELOW GRADE. ALL BELL AND GASKET MAINLINE FITTINGS SHALL RECEIVE JOINT RESTRAINTS ALL FITTINGS USED WITH BELL AND GASKET PIPE SHALL BE LEEMCO "DEEP BELL" DUCTILE IRON FITTINGS. USE LEEMCO JOINT RESTRAINTS ON ALL DIRECTIONAL CHANGES AND ON COUPLINGS WITHIN 50 FEET OF DIRECTIONAL CHANGE. USE JOINT RESTRAINTS ON ALL EQUIPMENT INSTALLED ON RING TITE PIPE. ALL MAINLINE 2.5" AND SMALLER SHALL HAVE CONCRETE THRUST BLOCKS INSTALLED PER DETAIL 2" PVC PIPE SCH. 40 AS SLEEVING FOR WIRE AND 2 x SIZE OF PIPE FOR ALL IRRIGATIONS LINES. PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. SLEEVE ALL DRIVEWAYS AND SIDEWALK CROSSINGS, EXTEND Z PAST CURB EDGE. NOTE TO CONTRACTOR: TWO WIRE CABLE SHALL BE PAIGE GABLE P7072D IRRIGATION CONTROL CABLE 1412 DIRECT BURIAL TWO WIRE CONTROL CABLE (INSTALLED WITHIN 1112" SCH40 PVC CONDUIT). CONTROLLER TO HAVE ALL (A:BLUE) (B: GREEN) (C: ORANGE) COLOR CABLE, USING THE PAIGE DECODER CABLE FUSE DEVICE (DCFD) AT EACH WIRE BRANCH, USE MODEL# 270DCFD3. WHERE CONDUIT CROSSES HARDSCAPE ELEMENTS, THEN CONTRACTOR SHALL INSTALL THE SCH. 40 1-1/2" CONDUIT AND THE TWO- WIRE INSIDE THE CONDUIT ONLY WHEN CROSSING HARDSCAPE ELEMENTS, AND SHALL BE THE CONTRACTOR RESPONSIBILITY. USE 3M-DBRY-20 WIRE CONNECTORS ON VALVE TO DECODER AND ALL SENSOR AND SENSOR WIRING. INSTALL SURGE PROTECTOR PER THE MODEL NUMBER LISTED IN THE CONTROLLER ASSEMBLY A MINIMUM OF EVERY 500' IN DISTANCE FROM THE CONTROLLER TO THE LAST VALVE AT THE END OF EACH MAINLINE RUN, ALL TWO WIRE TO BE INSTALLED IN A 1112" CONDUIT WITH PULL BOXES AT 200' OC. NOTE TO CONTRACTOR: ALL SOLVENT WELD PVC FITTINGS ON PVC SOLVENT WELD BELL END MAINLINES THAT ARE LESS THAN 4" SHALL BE SCH. 80 DURA FITTINGS. ALL FITTINGS TO BE EXPOSED DURING THE MAINLINE PRESSURE TEST AND OBSERVATION. "DBY-20" DIRECT BURY SPLICE KITS, FOR USE ON ALL WIRE CONNECTIONS. NOTE: ALL VALVE BOXES SHALL BE GREEN IN COLOR AND LABELED PER WATER DISTRICT/ CITY REQUIREMENTS FOR RECYCLED WATER. NOTE: ALL NEW MAINLINE SHALL HAVE THE T. CHRISTY METALIC BURIED ID 3" WIDE CAUTION WARNING TAPE OVER THE MAINLINE. MODEL # 01 -ARA PRESSURE AIR RELEASE VALVE, LOCATE AT HIGHEST POINT FOR EACH LEG OF MAINLINE- INSTALL PER IRRIGATION CONSTRUCTION DETAILS SHOWN ON IRRIGATION DRAWINGS. ANTI -DRAIN VALVE SHALL BE FIELD ADJUSTABLE AGAINST DRAWOUT FROM 4 TO 32 FEET OF HEAD, ANTI -DRAIN VALVE SHALL BE KBI HCV SERIES OR APPROVED EQUAL. KSC,- (LINE SIZE) 8 SWING CHECK VALVE, LINE SIZE, t DOWNSTREAM OF EACH RCV WHEN NOV IS LOWER THAN THE SPRINKLERS KC- (LINE SIZE) -S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE SPRINKLERS -CONTROLLER i VALVE HUMBER SIZE ENVIRONMENTAL DESIGN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST }ONLY SUITE 200 DANA POINT CA 92629 (849) 442.1446 IA Renewal a e Date l 3l() ALIcq,Rii 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 frorn Summers/ Murphy Js Partners, Inc 0 i U I 1 f1 1 11111 1 R SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 2DO DANA POINT CA 92629 (949) 443-1446 GF -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" Ing ® � - - ---- -- - - FINISHED GRADE 1 I i CONCRETE PAD, El HICK 1 FESCO 82SYA REDUCED PRESSURE PUP -UP SPRINKLER HEAD, ROTOR TYPE I Lid BACKFLOW DEVICE SEE LEGEND FOR SPECIFICATION '5MO0'rH TOUCH', HIGH PROFILE, FINCHED GRACE N TURP PEAS STAINLESS STEEL BACKFL04'Y DEVICE_._._.-.__ ENCLOSURE - SESPECIFICATIONS : ----_.. - INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS ( — PLASTIC �GTA?Q.A-A2 VA -VE BOX VWT � BOLT DCVNJ COVER, DEC STAINLESS BOLT. DUE. AND WASHER. BRASS THRCADFD Ni PPLES TYPICAL, BOX TO BE PLACED AT 4WFlr ANGLE T04U+&N:BCPi'E TOTAL. OF 6 REQUIRED FOR ASSEMBLY WNW..-_ -.--- INSTALL. SPRINKLER HEAD 1Q' 1 EDC£ FEAT ERAc3 PD' CNfO UID. ._...............- -- BRASS UNION a PRESSURE REGULATOR VALVE - ;. .v - ABOVE FINISHED GRADE IN SHRUB AND GROUND COVERS AREAS I' --I I _ fI POP UP SPRINKLER HEAD, ATION OR ROTOR .SEE LEGEND FOR SPECIFICATION -' I' -I I i -L - I �„rllI, ��T4N.FTF �________I �,�- I �'�, `-.EAI" c.'kr a"RS wmH "cwASEN' WfirmPRocr-aEc-ulcAL CONNECTORS. FOR BRONZE. WIFE STRAINER _III I i Ill. III=- I I L-' NATIVE OR AMENDED SOIL I I a_ax, 7PICAL j I_ ALL `AM S UCM S2.E INSTAL ^.;DOSS -- BRASS FLOW SENSOR '-III - I I � I I t lei 1N RISER LENGTH UPSTREAM OF FLOW SENSOR SHALL BE A MINAIUM -III III _ I I- I III- -III-.-.I" `ii 1?2 - III- MA4.iNE PPE--"�_---w•- o .. I _ Q t T "®® F'N254Eb 6260E _- INS - "` • • .:• "' OF 10 PIPE DIAMETERS ._24 - -III -i - - - _ SCH. 80 PVC NIPPLE, LENGTH AS REQUIRED - 7 -�T ,i. INSTALL SPRINKLER HEAD 1i2"4- I - _ - A8OVE FINESHED GRADE IN SHRUB _I_I- - IL-1; - -- -RLS AREAS li I i ' I-( I I RISER LENGTH DOWNSTREAM of -" FLOW SENSOR SHALL BE.A MIN. ___RAINBIRD SA B-125050 SERIES I I III ] 'I �il-- 1 1 AND GROi1ND COVERS AREAS F�J -III I, P..I7_ i w- Iii Ill �. UNDIEFORSEN) SOIL OF b PIPE DIAMETERS / PRE -ASSEMBLED TRIPLE SWING JOINT / t' Ti T; - I I I { II _ i' t I1- TP C? ,.--''� ,LF �- Ir Q III i f I -- y BRASS MAINLINE PIPE TO MASTER CONTROL VALVE ( r 1`I _i _ I 1 I''=1 I Il r UNDISTURBED SOIL �T) , ,¢-"' I; A9Jn. SEA'. / VA SOF LOCr i OFEvN END 9F C "ORTS ll / — SCH. 40 PVC SPSxT TEE FITT1Ni3 I - I I C-I� (� F" - BRASS ELLS a_ REQUIRED --®-- APPROVED WATERPROOF WIRE / 1 / , LATERAL x SPRINKLER INLET SIZE O -11(=1t -Cil 9f -i c s _-�- - "'"` PRE -A SE -ABL D'IRI C E SWING PRE-AS$EMBLED'i'RIPLE SWING .dOIN1' �E-I- `m si __ _ LOW VOLTAGE CONTRA - ! wRB Oar, 2S• MNBJdf\V CONNECTIONS 2 REQUIRED / ,- LATERAL LINE, SEE SPECIFICATIONS I / 11 FOR TYPE AND DEPTH REQUIRED ' 3 - - � I� '}J � - I - •�a k° WIRES FROM FLOW SENSOR TO CONTROLLER 4{1 I BECO / d / / Ir � E Ei.OF TO i- Cl i.'E".E TVRt15f tLCKX, TYPICAL a P n SMx StPPORrS AL DUIT AN. AND PVCDEGREE SWEEP 90 DEGREE SWEEn I i $ i SCH 40 PVC SXSXT IEE FITTING I p,FXC FT 9P GGCRETE Icuac ! .y� g+pe a pTIP 4RE OPER PER BOX BRASS MAINLINE PIPE FROM j LATERAL x SPRINKLER INLET SIZE TMt6ST R.P:KS To IE 0 -w-- MAINLINE- PRE WATER ME, ER AND BAU,TYPE--..,.__% SECTION VIEW.NT.S. NOTE: SHUT OFF VALVE P PURPLE LATERAL. "ALERT LINE'PIPE, LID FDG ?YY AND 3' FYASTC FRE �" ^-® VCONSACT WICOX SAL iA ALL PIPING BETWEEN THEWATER METER AND THEE MASTER CONTROL VALVE SHALL BE BRASS "THREADED PIPE AND BRASS THREADED FITTINGS MARLEX STREET ELL, 2 REQUIRED '\ SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED ' _III. .-_III- __ '+>anP PLASTIC �mX-S ..,,,_____..._ O,p„ SEE SPEC/=V,t,[phS LAnDF>vAPc PANIC, WRAC SEN BOB WI RES AND CONDUIT SHALL BE INSTALLED" W BELOINFINISHF.D GRADE � SCH, 40 PVC THREADED ELL NOTE' USING EAACK FrE TAPE :I O - y T OV�RON ES NOTE: INSTALL SPRINKLER HEADS U" FROM PAVING EDGE IN GROUND COVER AREAS. Al MYJDEiF. 9E 3OF 1W ROCK: UBICFT 3%<' RG`CK. S O,. CONTRACTOR ASSEMBLED SWING JOINT SHALE. BE SIZED TU MATCH THE SPRINKLER (HEPES. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. PORTLAND GE+.EIrT 4zo-C.2000 *E- N NOTES INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR RO.ZA E STREAM TO COVER ALL CONTROL WERE SPLXSB SHALL. NSTAD.ED NEW FULL E ASEX INSTALL SPRINKLER MEADS PLUMB. ADJUST NOZZLE STREAM TO COVER LANDSCAPE LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. ALL SRIS?u STALL BE MADE L9NG WATERPROOF E.E(FTRIOAL CONNECTOR:. USE A NON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. 4A BACKFLOW PREVENTER (POTABLE) 12" POP-UP SPRINKLER " POP-UP SPRINKLER THRUST BLOCKS E CONTROL WIRE PDLL BOX -^-- FINISHED GRADE IN TURF AREAS — FINISHED GRADE. IN TURF AREAS -- PLASTIC: RECTANGULAR VALVE SOX WITH BOLT DOWN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT. AND'A'ASHER. FINISHED GRADE IN TURF AREAS COVER, USE STAINLESS BOLT NUT, AND WASHER, -- m [ - FINISH GRADE 1N URF AREAS I BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE, HEAD BRAND WM ONTO t ---- PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN r ---POP-UP SPRINKLER HEAD, ROTOR TYPE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE t1' -1D. COVER, USE STAINLESS SOLT, NUT. AND WASHER. SEE LEGEND FOR SPECIFICATION EDGE. HEAT BRAND "BV' ONTO LID, 7 PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWNSCH. 80 PVC THD. NIPPLE, LENGTH AS REQ., THIN. ECt BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE i '-`-�-- BRASS BALL VALVE, SEE LEGEND FOR SPECIFICATION COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE - MASTER CONTROL VAAVE, SEE LEGEND FOR SPEC, F EDGE. HEAT BRAND "ARV" ONTO LID. AIR RELEASE VALVE VW BRASS NIPPLE AND i SCH. AO PVC UNION EDGE. HEAT BRAND VALVE ID#ONTO LID. 112 '"_- - ""_-` „. BRASS RETURN BEND} ON DISCHARGE PORT 1D„ INSTAU. SPRINKLER HEAD 112" I12' r Z # -.-- FINISHED GRADE E I -.- - IN SHRUB AREAS Y-112 I- s _ ABOVE FINISHED GRADE 1N SHRUBi:El _ - - AND GROUND COVERS AREAS -•-- FINISHED GRADE I IN SHRUB AREAS _ - FINISHED GRADE III--I�'_ 4° - WIRE CONNECTSONS I' -a- FINISHED GRADE C : IN SHRUB AREAS 1-1: (�._.. III -.: ((- I i := IN SHRUB AREAS 11--1 k"MEN.-' - , _ ,+v VALVE 11) TAG { E I i I-- .. ..- .-I - SCH. 80 PVC T.O.E. NIPPLE IT FI -1--_ LENGTH AS RECk.. TYPE.^.AL VALVE i0 TAG I-' �' - 24" WIRE LOOP ;15 .-. ,, a .. - SCH, so PVC UNION v '- TRANSITION TO CORRECT III -III". 1 I 1 III �I _-_ r I -I r III-�=I E r -t I i I. -I f 1= TI=1 - i I I=I' �: TRANSITION UP AND DOWN MAINLINE DEPTH FORBALL S3� HCH 80 BAIL VALVE PI PE DEPTH USING TWO 45 DEGREE SCH, $0 PVG ELLS2II(TO BCH. $9 PVC NIPPLE, LENGTH AS REQUIRED VALVE USING P.NO ft.0'✓V SCH. 80 PVC 48 DEGREE ELLS, BOTH SIDES OF LATERAL ---*°- PVC THD. ELL SCH 80 PVC LINE" CONTROL BCH. xis PVC TO.E. NIPPLE '`2F" ° f„;;;.. C TO RCVS, ^:?r ^ i.-3 �---�-- 3/4" BRONZE BAIL. VALVE z 14" BRASS NIPPLE, 2 RED., / SCH. 80 PVC NIPPLE, 12” LONG f T BALL. VALVE ooh, a . �, �'®® PVC MAINLINE PIPE, SEF_ VALVE 2" MIN $�-- SCH 80 PVC NIPPLE TTP. SEE SPEPVDfAAINUNE SEE SPECIFICATIONS s, o \ "Q a ---' BRICK SUPPORTS \ RP • •'% �- 4 REQ. PER SOX LENGTH AS REQ. O 314" ROCK, 3 CUBIC FT. RAINBIRD TSJ -SWING JOINTS c ° Q°d.�Ke �o°"oC SPEC)FICAT SONS, TYPICAL pUtA° .� a ` '% X BRICK SUPPORT$ _ - - y 3;4"ROCK, 3 CUBIC r I. l � �- } o, —^-BRICK SUPPORTS 6L L i LATERAL LINE, SEE SPECIFICKHONS " e -BRICK SUPPORTS ��} ,,me�qs� yy,� ,_,_,_„J ------- LANDSCAPE FABRIC, WRAP .4 „ FOR TYPE AND DEPTI I REQUIRED °^°•°°��/'✓a\-Yi ,CJ• uo� } 4REC PER BOX - . SCH80 PVC NIPPLE FEMALE ADAP. `-"- SCH. 80 PVVC .-. UPAND OVER BOX HOLES LOCK .Q.ac -� ®' .�•o LANUSGAV"r`. FABRIC u ---�-- LANDSCAPE FABRIC„ WRAP UP AND OVER BOX HOLES IRRIGATION MAINLINE ID TAG -- PIPE OPENEAQUASEND OF OPEN END OP CONDUIT --- CONTROL INICAL PVC MAINLINE _ C ELECTRIRES CON \\ PVC NDETE Sk" ROCK, 3 CUBIC Fr TINUOU TO CONTINUOUS TO � SECTION VIEW -N.T.S. 1 3M'CRUSHED GRAVEL � PIPCONTRA: ANLER GRASS MAINLINE PPE AND MAINLINE FITTING `'"' ®- MARLEX STREET ELL, 2 REQUIRED "! LAID CUBIC FEET $f:Fl BD UNION FI FILINGS FROM BACKFLOW SECTION VIEW -NT.S. PERSPECIFICAT':ONS NOTE AP.StEL"DTIERED SCH. 40 PVC THREADED ELL LANDSCAPE FABRIC BRASS ELLS. BRASS NIPPLES UNION. FEMALE ADAPTER AND AND ALL NIPPLES SHALL MIN. St8" F}'AMETER SECTION VIEW N. TS. CONCRETE E THRUST BLOCK NOTE: PVC MAINLINE PIPE BE SIZED TO MATCH THE MASTER CONTROL.. VALVE OR AS INDICATED ON THE DRAWINGS. NOTE: MIN. ` CUBIC FOOT CONTRACTOR ASSEMBLED SWING JOINT SHALL BE SIZED TO MATCH THE SPRINKLER INLET. VALVE BOX I V L E BO S 12' A AR AS INDI AT_D OND TAIL ^oIDD33 N9 ALL A V XE P T C E INSTALL AIR RELEASE VALVE A7 THE NIGH POINT OF THE IRRIGATION MAINLINE. SALLSPRINKLER INSTALL SPRINKLER HEADS S' FROM PAVING EDGE. IE GROUND COVER AREAS. - / VALVE SECTION VIEW _ N,T,S, IT OR STRESS DIV T+IE'JALVE ASSEMBLY. PTFE SHALL NO. COME INTO CON7ACT'N17"H VALVE BOX. N TOE ENE SHALL BE BY PIPES SUCHALL N T CTHERE IS NO LEVFRCONTACT MAINLINE SLOPE SHOWN EXAGGERATED FOR CLARITY, PVC. F':T'I'ING DEFLECTION INSTBALL TOCOVFUG.ANOSCAPE AWTHOUT LERHEADSFL'UTO ADJUSTNOZES, ! USE A NOW AROFN ING TEFLON PIPE SEALANT ON ALL -, CONNECTIONS. S HALL NOT EXCEED MANUFACTURERS SPECIFICATIONS. WALL$ AREA WITHOUT OVERSPRAY ONTO PAVING. FENCES. NdALLS OR BUILDINGS. AREA it USE A NON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. F 12" POP-UP ROTOR G BALL VALVE 2°" AND SMALLER I I REMOTE CONTROL 'VALVE 1 MASTER CONTROL VALVE MAINLINE ARV INDOOR I OLFX),1R SID - VIEW FRONT VfW 01 ------ FINISHED GRADE IN TURF AREAS 1 P1 `1 .I If I PLASTIC ROUND VALVE BOX WITH BOLT DOWN nnmm'� TO GROUNDING � I-SIRED GRACE IN �} Ira^r .,L COVER, USE STAINLESS BOLT NUT AND WASHER fl IN IN TURF AREAS "OC' ROD BRASS CLAMP OF 2)D-29OIURF rq \J "' 3 Y .° / ITS CIIliNI1101Mif HEAT BRAND ONTO LID- QUICK COUPLER KEY WITH TPBRASS HOSE I SWIVEL. INS IA,LL QC SO THAI KEYPIRA-CLEAi2 _ 1 / .-T t� l2 {3' 4 E :B 0 SENSOR DECODER: RAIN BIRD §D-210TIiRF M1 4009 SENSOR DECODER ' k6 ROUND PLASTIC dALVE BO WI SOL DEAN COVER ( USE STAINLESS S.rEL I BO -T NUT, AND \MASHER. l HE TOP OF BOX BURINL OPERAUON 7'� - REQ WIRE FROM SD-284TURE TO FLOW SENSOR HEAP BRAND 'GV` ONTO '..; �...m FINISHED GRADE, IN SHRUB RMS _®- (B DB SERIES WIRE CONNECTOR: F 6) RAIN BIRD DBTWC25 (1 BOX UD. I - I I -- I4t PINQHED GRADE IN - AREAS i� .' Ill $ 12'd.WAY Ell 3 OR 4+-NUNDfSTORRATIVE. � i5� 12 -INCH WITH COOVER: SHRUB T MAX liY II . _ r � 76� 15 f l � f , -I SOIALED ..._ - QUICK COUPLER VA VE � RAINBIRDVE STI} i. SQUARE UT I - SEE EE SPECIFICATIONS \ -, l - t M r,d. ` ". `_I SPECIFICATIONS SPECT I 10 f `6� FINISH GRADE OR TOP OF MULCH { a. I S PIPE, THAT EU R, E O•o LENGTFI AS REOUIREG R' G f, ', ""i I . ' z \,4 ( r _'I J ,.. 1 LtrJ Ir - SEE S 1 2REOUIRED SEE SPECS I 1 / t7) GROUND WIRE FROM SD -2i OTURF TO DB SERIES WIRE AS REQ," uNDrs7ulze£D OR i D L Y 1 i`HI! /"' 12� yJy I r ITI F T" fl 11, STAKES, a 2 x 36" REQUIRED ' l b __ i! +1 : % 4 ° CONNECTOR (9 OF 2S / FLEW SENSOR WIRE (9 OF 2} IiSbj�,O r3 I NA'bE SOIL n�'rq��u� I isT� a o c I - 6R GK 5UPF';JRTS { f,�J P BRICK SUPPER'S O PCT 0.0® ®oa0 3 RED, PER sax A 11 TI E I_ —` cwAb to va 3RECI. PER Box 11 {� FLOW SENSOR [I d C�%gy('c}i2� I Q� &4"ROCK 2CU61C F?. II[TI,^.p 10 STRONGBOX PLANLESS STEEL 1CQNDIIR AND SWEEPFI.. WITh. 'LOW SENSOR CABLE. \\\ �!�^ PVC MAINLINE UPTEE,PIPE VAH 7 p SCH �- " iv PVC MAINLINE PIPE �-� Cy0 I O -- FVC MAJNLINE PIPE, SEE TOWA+NPRCOF ENCLOSIiRF R11.LciEDi ^GOt1NT CT 'HALL � L �`L�9\ SCH 80UPTEE,WiTH ASCH-$ PVC T.G.E. NIPPLE, 1"x12"MIN. LENGTH, AND R ,.. \}�''A T. BRICK (1 OF $% O O•OR y TYPEANDDIS F2EQUiRCD CONTROL PASSEMBLY, ASSEMBLED OPT 3"CONDUIT AND SN? ca U!. FORIt.4D WIP.fS. i"BP.ASSTHREADED ELL �`._� lJ T�' `15 \"1")\11 < x 'e` BACKBOARD II, SUFONF GREEN l..C'L _ -INCH MINIMUM DEPTH OF 3/4 -INCH \_7 f tL` � \ -fif ::: sm y' ' INSTALL UW GE ADAPTERS {3) TERMINAL $TR,fi TER I`.4LYE WIRES. "COND;iii AND SWEEP El, FOR MASTER VANE WIRES. - WV SWING DINT Wr TWO BRASS STREET Fr LS ONE I NOTES: 9. MAXIMUM LENGTH OF SECONDARY WIRE PATH (14 AWG} FROM DECODER WASHED GRAVEL. t a a ` ,. ,5i , O ONJALVE PRIOR TO INSEAING / T ry POWERSWifCHi CrryjRECEPTACIE, i3 TCONDUBANDSWEEP H I FOR I IDVAC POWER LINE. BRASS THIS. IS U, ONE 12° LEND BRAES THD. NIPPLE, TO RELAY IS 450 FEET. �3 BLACK WIRE FROM SD-210TURF TO FLOW SENSOR - ' PIPE NTO BELL=D ENDS : ,".' ;•a: .:.-.-'- :% :de":¢...-' . n l I �'/::::: :i AND ONE BRASS THIS. NIPPLE. - FLECfRICAI. FLAX QONOUIT FOR POWER. S4 i"LONGUS AND SWEEP ELL FOR GROUND WIRE LENGTH AS REQ. ALL SWING SECTION VIEW -NT.S JOINT COMPONENTS SHAD_ 2. PLACE 3 -FEET OF EXTRA WIRE IN VALVE BOX FOR EASY SERVICING. +j+ BLUE WIRE FROM SD-290TURF (i OF 2) LEEMCO SELF RESTRAINER � \°} C^,oeDIN/rF A'.E CONDUIT. R'sws THROUGH ALL CD ro" ROUND VALVE BOX AROUND GROUND ROD. BE 11 SIZE, L LANDSCAPE FABRIC 3. IN A SITE CONTROL DECODER SYSTEM A PULSE TRANSMITTER (PT322) SHOULD BE INSTALLED BETWEEN THE SENSOR DECODER AND THE FLOW fi G/ TWO._WIRE CABLE TO NEXT DEVICE �" FIANCE ADAPTER, MODE'_ SECTION VIEW-N.I.S. SR-FBSERIES WITH BELL '-� Eod)LEDIN ,N CR BEFORE coNCROUGH R. WITH 3?B'CRUSHED ROCK. SENSOR. THIS IS NOT NEEDED IN AN ESP-LXD CONTROLLER SYSTEM. MELD DECODER, SENSOR DECODER, LINE SURGE END,aEEPERVALVS �71 ,, FINISHED GRADE. �6> ^?$"X&'GROUND ROD YIITH Nd GROUND WIRE AND -'-------- -- 314" ROCK, 1 CUBIC FT, SCT£_ PROTECTOR OR ESP -LX® CONTROLLER} AND MAINLINE SrzR. NOTE'. LD LAMP.LOCATE S'-12'FP'Q.V ENCLOSURE. FLOW SENSOR TER,NINAL BOARD, }d ROU DWIRESECUREDTOBACKBCARD USE ANON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS, VALVE BOX. 4. GROUNDING SHOULD BE TO 10 OHMS OR FESS. i5 COMMUNICATION WIRE TO NEXT DEVICE CONTRACTOR TO PROVIDE ONE S FOOT LONG TEE WRENCH WITH 2"AWWA SQUARE NUT' ADAPTER FOR THE OPERATION OF GATE VALVES. SEE SPECIFICATIONS. Q9 QUICK COUPLER KEY MUST CLEAR (PIECE DECODER. SENSOR DECODER, LINE SURGE INSTALL VALVE BOX EXTENSIONS AS REQ. TO ACHIEVE PROPERVALVE AND PIPE DEPTH. O CROUNDINGTERNINAL 310NGWALL. ENSURE WALL AND ANCUORING ARE WRAP LANDSCAPE FABRIC AROUND SIDES AND BOT ION OF BOX TO COVER ALL OPENINGS PROTECTOR, OR ESP--LXD CONTROLLER) WRAP LANDSCAPE FABRIC AROUND SIDES AND BOSTON OF BOX -0 COVER ALL OPENINGS, RATED FOR ENCLOSAF WEIGHT, @7 GROUNDING ROD NOT SEE (RECAP ON IEGFND CAL L OUT FOR INCLUDED DRI=ES, SUGGESTED CONDUIT WES MAY NEED TO BE LARGER. K CONTROLLER ENCLOSURE L QUICK COUPLER VALVE M GATE VALVE -� N GATE VALVE R SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 2DO DANA POINT CA 92629 (949) 443-1446 GF -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" Ing DRAWING, TITLE: IRRIGATION DETAILS DESIGNED SMP DRAWN CHECKED SMP DATE 03/15/2015 JOB NO, 742039 CAD FILE IrrDet.dwg SHEET NUMBER 23 OF 71 SHEETS ® � 1 I i 1 I Lid DRAWING, TITLE: IRRIGATION DETAILS DESIGNED SMP DRAWN CHECKED SMP DATE 03/15/2015 JOB NO, 742039 CAD FILE IrrDet.dwg SHEET NUMBER 23 OF 71 SHEETS >W t W # y M ! iA DRAWING, TITLE: IRRIGATION DETAILS DESIGNED SMP DRAWN CHECKED SMP DATE 03/15/2015 JOB NO, 742039 CAD FILE IrrDet.dwg SHEET NUMBER 23 OF 71 SHEETS IRRIOATiON SCHEDULE EST ASLISHMENr PER100-K-noilhsJ 6 ^- s, _,� /' ~\~HR, /�\MPr COMiAUNRY PARK nI121W w EB MAN Avre 'mar Jux u dw ss» ocr Nov DEL rm.. in W 'l, , lY "' _ PVC IRRIGATION MAINLINE PIPE, PER '' (S�` C. I-*` �. Po rceJr;oii "'- ETama -I'_ - as a., x= as as s2aa w'I i d, w ' a SPECIFICATIONS. INSTALi. MAINLINE PIPE Ap; ,\��yf/ �) �' `ETj ,S` t pup AkeC _ rz_ :..an. ? 18'OFF OF HARDSCAPE EDGE, EXCEPT GR j/ \' 3i 'T''�T�.%``,f'`• `/ �.} o e 4 a a -a -I. . w w a w w - H /1 \ ' /;ir.� Dl l ax vRaea IF __,-,.I a a w; VVIIFRE NECESSARY TO INSTALL VALVE }It!r h%!�f".�`'\/ /\, snrun MANIFOLD OR QQV; OR TO AVOID ANY � sFrw c. sey r :;,o sn n 1+i n' ro+ re sG +a 1s - x nay 'w OSSTRLIOT€ONS ADJACENT'TC HARDSGAPE /f `��\ / ~fes �rr/"\/ R, de ds. _., ao Ds i 6s ti 1 ° --4.T 13H r0.a-Y- �X�\ l sn bWm�__-? 2oa L'-iaT1 e.4 f c -:z-T -_'I wi v a^ \ n n -j- 1 nrmaa- G T a a T a a 1 D -I-s j' -a gel en. .p ..-REMOTE CO\TROL JA.. JE e :Dry Iv -•- -. _..a. .. Nlaroar =z sa r:.k z zrs w. : s Gk 9 SPLINE /''`/� ] _ u _ c Y , W y- MM N 1 �/I f ' CIE" i\\� / vs e -es -Px- zm ne.---1M 138 asA z xY-I Iwnraax '!: W wlw PV'C S4)BMAIN PIPE. SIZE PER THE IN 'iTM1Ea l / f �Rk \j\�t 4•�` '_ tv r f 1 e r 6 1a IT as T S, ear mr a Iia Izg6 sit r - ml M'vo,r w w LARGEST CONTROL VALVE IN MANIFOLD Pf- ! S P `.�, 1 UU IJEr, x r,Tixln �.-n - _C i-- 1 -_ L s v__ : o uMP (E�F1,1 4'v` 4r-'-� IR SITE,6 V k PLY T 1 s OF -_- _ a a 931 4t'Y PVC GAO Rrr VM1r A �t' ✓KY fYA r MIR - B 1a 1 t6 81 8 3 31 1 - 1< E 4 _I TNI (0aY_I INSTALLED T '1 - :_ _ _- _- -_ .: u aa, ` T FROM HA.RUSChAPE EDGE FOR 4'FlLVE MANIFOLD P '`, As 1" TR Mh 9,01'✓ ' J @ .� f P419 TU Ea -T B A ib0 14U F 39 E_ w Y wl ) PAT ay zG e 1s so 1 y ,r w- m P �. _gAt L VALVE FOR ROM MANIFOLD ISOLATION �t (1 / MqN} ( 1 f \ ' s« z a .__ a- n x r mom. uJ^ w �iP / ``• \ 1--1w-N N 'P �. y� ¢Y Ilo," L e T 0x 1a3 R86 39e 310_ W$ fifla &# MS 8C tld ]9 ti1111 nXY I ! , H�'W p� Tko ✓ WId eeP s I ._ ar n �I 26 r _a al ze c1r evl --'m 1 E 11 -1$ 1® 4 naH z - T.1 MINDaY. ,y NOTES. 3g SIAh At turn.. Ruw nmES IRs;. 2•. KI ra tP1 1e.r no 181 i e 1>.] P.s as To j N4 "' ""x t: w 1. SEE IRRIGATION NOTES,LEGENDlSPECIFICATIONS FOR A€_L DIMENSIONS NOTES lea MAF AN NAY JUN , JILL _ A. I sE Gcr Nov _ OeC!_ --': J" W o, �# w } QUICK COUPLER VALVE AND SWING JOINT AND LATERAL AND INLINE SPACING FOR ADDi SEE ITIOINA ON IN INFORMATION w _ 2. ALL FITTINGS TO BE USED WILL BE PER MANUFACTURERS 7. IF DRIP TOGAS HAS BEEN HAND DU IS, 5rA<e DRIPi-INE AT e• O,C. AND a. uECF,SARY I u�SCH. 8D PVC 45 ELL FITTING, SIZE PER - Y TRAIOA$IoF(SCF€OULE ESTABEI8HEb LAN65CAPIE _ - SPECItIGA,IQNS. USE COMPRESSION FITTINGS ONLY OR APPROVED EQUAL INSURE sCCDRm <" BEAR GRADE. IF DRIP TUBING Has BEEN PLGWE➢ IN, NO STAKIM^I Is COMhM ENNY EMS PM121M : AN F e PAAR 0.P NAY YN JUL i AW 5L: < XUV DEC f, ota 1 z w 'P � I MAINLINE, TYFNCAL' NECESSARY' POC t nxa i- E Imo 1 C le- .G r s e. a- f ¢ _ w r Y 3. AIL H ZINGS TO SE USLC WILL BE PER MANUFACTURERS a; -o. i, " z: " "-c J.,r t c:+r r ] a ^ ` 1 �': 3. iF DRIP T USING HAS BEEN HAND DIsQ IM11, STAKE DR}PLINE AT 4' O G. s'E FICAPONS USE COMPRESSION FRUNG3 NEIRY OR APPRO'JEO EQUAL _ -BY no en _ - -r a__ _-n - - „ n- -d_- 1 _-?__ � a _-t _ _ a I w .'. w CURB OR OT EDGE i1 I G MATE K, ROADWAY, AND AS NECESSARY TG INSURE SECURITY 4" BELOW GRADE. IF DRIP K Pt¢.ee! IE CURS OR OTHER PAYING MATERIAE A- RUN UNITS PARALLEL TG SLOPE IN THE UPPER 2/3rc OF M< SLOPE, SI-bT Iv - f -'- �_, } TUBING HAS BEEN PLOWED !N, NO STAKING IS NECESSARY. U ICE TU GING T 14 -16 - IN 2 , E LOWER 1/3 OF THE SL/P INCREASE eAAy B APPR R-1 2 - snar _'- - t _. zs ao .,.e' rs T i - 6, _1 as z aG s io r J. w w--tP,'--,N �-'-'^^A'--MAINTAIPV?8"SET BACK FOR MAINLINE I.. PN ROWS ttv -',' A ax MA Z 1" _ay v_-%__1___ A ,n a Ara y' sa ks sa sal •_ a=�' _EN I G i-' Tnml Mllrraay A, I FROM HARD$GAf E EDGE EXCEPT A$ NOTED 5. INSTALL CHOCK 4ALJEi iM1; SUPPLY J4•JD F..JSH P.4WIFULD LINE AS DL?Al[2"D / AS REOl1iRcD --- w w w ,y ` TO DETER DRAIN DOWN. Mr nry < T o r :-_. N e =a ek l a I /T-� sn-1 T mr 1 6:a I 1 1 1--1 urvPr. ,Y w 'u Tax mTml n __--M Ronr- _- D -'D�4 G D 1__ 1 -- I,w ImoI -'". _ - _'_.' __.__._ ._.___.___G"✓OTE WIHP StAPLE IN3FAU.TO . - ..AMMENDED SOIL" HOLD DOWN TUBING .5 FEET ON CENTER M oar sn c m r..y III-�I-�!-1 �,r.,II LI�"."'�� ::��f Ro ,. o; rrn 2 ; +an ear Tae r riT se a r.^. k ALONG LENGTH OFTOSM en 1'.9 { �� -.._v To-tal Ml (U.Y ^ m r _. »... _._��.. ...._' _I -_ - _E. -....+E9 rnEmma= -_._M vv r -u :. xP ii n w __la_J sex 11J ) fea n /, 9a x. - m w m i I --I - I -III- r4. 1NSTAL`.ED AFTER -- _ GA ING INSTAt-LA-ION -- -SEITH TWO BA C iHRE ADAPTER, EE F'riTING TAI -_. ._. _. :VITN TWO BARB MALE ADAPTERS r ss 1. -i .- s. SrT Le,-', r ^ 1;. 1 z:�_ m,n -i iI " _ w 1 1A - ,.-..OBSTRUCTION SUCH AS LIGHT POLE, POWER III _I 7=_ .SII- s_�._._f I_ I„. spar : __- aY. -- a ,_ _ e `.`'i _ i z J°9' s ____"aR rmaa a ^1 _2e s1 aR sP s1 as s" 2a is a TmelM,Av ,,P w .. w v �� M PEDESTAL OR OTHER AS MAY BE FOUND f-'{ 1.- ' 1-I-CRIPTt18',NG U - _.,-_4'OF OlL COMPLETELY TT' _ MAINLINE AROUND _ f - - - -r=s r -. -- ---_„ y u. r ON THE SITE, ROUTE MAI 1` 1 - :- COVER HE GRIP TUBI!JG II .I II I, lI1=11 m nlnY 7 D ! __ _-iz ,.La feu . t t=:s G � e ! t a c N m5a _-, ¢' � j-' SUCH OBSTRUCTIQNS ' ' 1 � � " s Y - _ Lay vamsx j __- m mea a tz v zs__, zr ze_ya-€iz s a,_ }'r s 1 ml rGar.,, w w III --L I l ' I. 1= -- 1- ^--'---AMMEN{)ED.^i01L'-+HN']SCAPF, GRIP UNE, rux - w v ,. Ii ll�Ir,-.III I III_ -III .III~IlI-)I I( BRING 3OIL LET _...\ 17A. OUTSDE DIAMETER Ram. : .e osd f i. - ae `les zas el.v 9. a•.r a 6s I-a?i as <a`-. xald5z/ wl. m w w w ! 1I TFU*l S111�E0 GRADE Ts #Ory m v 1 aw 1 T ¢ n s a sa asz are sra s s sm ser zw 1zo as rosal Mm•oar T M1 1-1 I III- I' III -r (tom 11=111 =I F, !' �^-PINIBHF� ORROE OFAMENDFR SOIL r' r it �� i � j i f1f�I�{I (I� PRIOR TO DRIP r -- --- - -- -. A ALAnow w , I- n a s r oT A v "�-R9RE SLAI4E Y M sz r L s D s�vay' LENC7ITI TREADED TI{ENDS � _ S(:H &0 PVC NIPPLE 12'X6" MiNIfAU Jalr av nes -__rM R MARKED SITE SOII,SEE PANTING PLANS aP Iz r 1 - NINGBROTHXIr RIND fHIES FLEXIBLE Ja i e z rAA ev 1<z sa I sar �s tU e.a 'AS PER LANDSCAPE DRAWINGS 1^ _ t OP , 5 INOV U&_! I' MAINLINE AliD VALVE ANIFOL.D L..AYOUT RECOMMENDED INSTALLATION ( THREADEo ENDAb NFNP XMNP T N oM1es_ PLE _ � .M APO PAT yJl.k J L � A G 5EP CC3 TO INSURE EVEN PARALLEL AND LEVEL TURNS ROWS 11 IS RECOMMENDED THAI CN 40 PVC S X S X FIAT TEE FITHIG, THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT T04 LAO BELOW FINISHED SIZE HEADER X HEADER X 1,2" GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF TIE TUBING _---PVC HERDER LINE. SUPPLY OR DISDN,ARGE .RIOD tE mort/AJ -'--'- ' IRRIGATION SCHEDULE ESTABLISHMENT PERIOD (6 months! 1 IRRIGATION SCHEDULE ,EGTAHL€SHMENT PE- _._- -,_.,_ -_'1. IPf,STALL TUBING AS 4NCICATED ON T71ESE DRAWINGS ME) SECURE TO GRADE USING CQMMUNITY PAAK PM3210C JAN E8 XIAR APR MAY TIN L. ItUG SE�OLT Pd C\ �'lT i 1 C9ifMGN1TY PPI2K F@hi2llb JRN l rFR MAR .TPA MAY J. 1 AJG HPP G MYV nR ictal: PGe-e trove __ s'a €'-srz Ge Poe e mrauar - -- Ero1Mo __,z_dP __' WIREHOOPSTAKESATSFE'eT ON GEPn'ER SPACING. 5BCTION VIEW N.T.5: . .T .• R IIT _ _`4 t O:G Gfl 6 4^i GL UA/. _U.'a 1 $' V_ U 03 _ _:f __ UaaWra k a d �... ,a 'S._ a ._ B- Y �. C ( n«aY rf r r n cis Uzr-T"a 3'''•r o:: o- Tor r,es s 4O SOIL _weaV < 1 < a aT TAA _ --¢ _` J \ 6ACKITIL FINALOVER TrIE TUBING AFTER INSTALLATION OF THE TUBING NOTE: lno A.".s as f ;A ne - foo-` L__ s2TA f a ..-7 In^eau spmyre PrR e -es -i9.o w leo -i1. Ivs lr r >.9 o M.n% al / TUBING INSTALLED IN PARALLEL ROWS, SPACING AS INDICATED ON THE LEGEND, v bPr'ra ab a:ealYa= ra'a Ru -»"a Ys m Aa , st /s J Ssvs , 'A dz , m .a j , T ml ml p. GN ,r NalYex T Ni Ruasr-,G" rs I_v. I zd as_ as sd _t s-' w t'. aa� e i rams wmwv \ / LC74'V VOLTAGEWIRES, 3 AMAXMLMH __ Sb p ....... ......... .....-.._- .s 23 r S rtA ONp o. a [9 9i 8 s ?1.9 1C1 ,4 20a 1.. loM s 22 M va) I/row ••`Y`iT1iCS F`A"351 flL.I�'I-i L'°'. ,}C7•I(E�°N Y0a _ __ _ .. _ // R _ ay a. valYas rm a ...naa a ', o D b d a 1 n 't-? ma+.. _ -da 1 Rmrnl s ._ _ r ALLOW L O CLOSE scrim __ .._ _ ... .. ar r mi xdnrna LO TO A _ _ ` -""- ZONE FLUSH VALVE � T -� � I � TSE C'W ID %' _ _.'_ j _ s P.a az as zoa LWz - .Yl. ia�a ]P �1 PLUMEEDITO VC (YP 2U 2 ua C 3 n1e/ Rar v a a M:^na> e 1�": ) G UTy V WOs Trya R at n ^ p p 9 D i 0 D - G__ L P L tl -! T IMI Cay 1 T qIV I VaiY T 1 R n T4 ) 1126 4a a2- Oa l" iPo a5 erUTnTT SM1 2_.__ 1 it iaP21 fR1RV y"i 1 fli{�` Tl. {.JJ T{rR W 1 a`✓���� ��- '._- s -- r n +Es ! se'P er x - Ra se -T- 1 a% raX _ _ 1 _ _ - _ '-i. �- __ __ 15 RTES TNTC TUBE ��_%/ CONNECTION (PVC TO ELI.) _-_ 1 v azr o" F1 eE__ 2 _ ��_° _-. _.1 r; _ _ ._...._.�.. (CR EQUAL) 15 s - U 194 aQ 3J M Ca 2 afr, a`VaIPoc TC IR T to ] 1 ) R5 3fi A0-', 8] 91 63 M , R6„_. tE ) 1.'f 11M1Y 6aY IaN Val,c TIa RnTnn C 0 a P 9 P T IRI .Ca ': I (Y( LL}_ a� n.1 ` - -- - `- pl -- - D - 1 PVC FLUSH EXHAUST MANIFOLD AU_.L, P a 'La .. j__�a r„ ::9 s s" x s a tea" s ( lz - M Lav i, 'sn -, as- ':o_. __ a ._ - - _ ! L G oy v1Ya«-ji_'r j_- - a o�...' o o -a D eo- 3 Jixl mis-y''' ! ¢ LINE RUSHING VALVE _. __. ___ ___ - __.__ Y' rurc_ _ __ _ POLY- WITH I I r 'METAL STAKE (?YP) NEi491C -TEEN-7 __ ac i c r -- earo Is r 1 ':di-- a sY J v 2 1 2;] a ¢as fa 1 ] ss- so M ri5 r J .re: : zi Is lam :,.. s. _- -+- a _ - 1..: 1 .._ .:2 _-_.' -._L-- - --- - �WAA.TEIR O EILL@? `� _ ..P5 1G0 119 kS Tbml MlnrOaY' i I T r, -rny evalaa lu. Rua Has ----ad a+ scs a1x-I za9 oar me t xas +aa r2 I -aa Ir mimrhay. 'u mr. aivaivos lams Ian renes rn Leo zds xz ass ss, sse sia I# A-1XIANGUTA EMIT.Ef2 SPAKING NP) J�/ - �"'- Tma naa - x -T' (SEE IRRIGAf13N LEGENGj PECIFIC- - COMPRfS.3�ON RING c a.- H�-U] MLIAV :, suWFa os ! ^.. T' ar cs _:,s 1 dG zr a ONCE a mnr T r u LOCK; TADS PREVENT V112E R"cMCVAL i B @ ' .... .___._ i .. - �___- _ _._ .._.__ - z _ € ATIONS FOR fATER4L. AND IN ONE r FLANK TL (TYPr 3 oTy mva Ys -.'•rte rx a m� s 4. _y9 z _.9_ i ^...-T em •ray -j _.. a7 a _ ___ ____ _ _ ___ _- _ ONCE CONNECTOR IS WISER -ED j SPACING' / r�r Iv¢ iC R'YT, 2 4 0 8 3 TMaI A'An°CAY !'i I I �T^r,..a.4., z Tarxl- -.NstNRsl x_ rss ds ".t,' i va ss .r ss 2, *s 1 frwa va.«,: >z oral Rex'nnle [Rsi +s -_ so- xu',._ �_I_a ____ -- -- FVC SURLY MANIFOLD ORIF LINE LATERAL _ n r._ zs va I } r LEB MAR APR tAAY TUN JJL AJG SEP OLi Pd6 Ow'- : JAy FER MAR APA M+vY JJX JJt AVG SQ+ i GI.T M]V 9� i / f O�KaEC 1,1y1G SPALL B 1 -• CK ••.••J•.-SOOTC�1_� - - _ _ � ,ILL IRR CMOTE ONTROL LEGEND /�'r ) __ --. - JAG no sal ODLE sT -L S. :SCHEDULE f P -V __ .L OR EX'aAUST HEADER v � FC.,R CONFICJR4TIC[J a - TGA 'I E L - _ _ '-"` ' �f/ PI<:-$T21?t'E� flH ux OF TIS ! I 1 C9MMUNIIYPARNPPA92rOP JAN FHB M4R aPa M4Y JUN JL 1 AVG SEP OCT NOV ITEC ? Thiol: COMMUNITY PARK Ph:9219d JAN T KE9 !MR ! APR MaY Z. JJl aJl LSE r r" LZ'Sl-I"A�, Yw�N RS�K'°'",.� NSETKiIV $I.PPL. MANIFOLD UCr NCV r V£C TMaC i s asa Tao 0.80 1 sz Ga -' Pec c nanu.I HmrNo ,� 'e as a.;o bsa ']o .ao e. oaG +sG ,so 1 szm I _CONNECTION (PVC TO TEE) INTO I a� Po c nnmmr erol A, • ^a .-. _.,_ _. .-_. , oG:..'. _rz J II "' L.rc F n '" .-.. u'a or, acc eGa CCiNPaECTG2CONNECTION,0 iREu' O (OR EQUAL) __ .... . .. ¢_ now _. N' ¢ : < ` ud.. ua a FEAT 1='RNtiY. I 1 -a �. d✓B98 I COMPRc__ B -.. Eroroal Gs o azo -y'ax v oz Y-. a.za a E Y n•• as �Gm C IP FToroar a I- I;:� __ oawwaex i a a a a a _ _ L ..a_L + a_.____ 1 Jara t- it I A i \ t,P EQUAL)TES E LEGEND/rel\-`� _.. :I ^II' cGION TEE TIFa AIS P innnT C -. - -_ A%. Rte srr„s ALIN, -..1 , 1 � SCflTC.kdL.O'C CQ# CTrJ2 slR?J 'N 'ES i ( -OR -- VALVE BGX ._ r __._ -:-. o--._ 1._.., _-.. ... ,--.., { .,T:._ _ _-. ___a.. __ _ 1 oI `FGII`1CAlIGNS F+.A .RAL swax _T o: r es --_I.n .6 es _.e I1_ un Isa v.2 n.ss ea a.> .„ f KLMIv sFr"r zn r ..s ,.e c t.. r u Isn sas "ssf os Jc--. rs a`I acVr` ti c74.1_ HER Sf -{ T! -{E I o s {INS - t SPECS) ECS) 6 -_f- Yo=Valvba J Te Fn�rn^sb 10____32 9i vP -_}L ry.__„_ad 5 _ a3.__ _0__I,TM M ILal'_i _... G1Y "v'aivu T' -I Ruo-�,nec r _ ___ 3d tll T a ¢a-�-3D f i8 _ 8 s )drdl_MnlCty t P'ONNE OMITO SS, I.NT{L e k AND N LINT ry PAr'i NG -"' seron _ __ _ -___ _ - _ an n _._ - _ _ _ __`. -✓ CCMVhECTOR PASSES LACK TABS by _ a 5 - -. _ - oa s_ I .wl ; enr cr_ __-a_:Tr G9 z.0 _ b : 6" 1 Isu tU.� : f.3' IU, 7 ]_I :1.z�1. .2 M::- \ I ( ~'.- AREA PERIMe. `Oft OGOG,D ,fO --vT BRICK "AWPORIS Mire J,iP a - U. G.9 0 D _ 0_ , 0 D a T MI ttY-1 1 _ 2 _ ot_ee T _unl=. .. __..--_ ± 19_ 2E '.. 91 95 '.. RB Y T id r 0 I_ aM_M1flnrOd. __ mb 's i. servo .__ ____ _.._ - __-. 1 I N LN^ SPACING rGCiO.roC)o cDoO . D- AB"E­ f .� o v as 1: 1 1 w f r -s ", JC ' w: aro;' ! Rro, ea GG - na as -�s ria ,as _a z-r.o 1 rs sr. 1 xo nalvcaY _' OaOo trO0 \ (THREE) Roror L..LL .. .. .0 ' _ i_:__ __!_ /__: o __'__ "__-__._._ __.__-- -._:_-..F4 _ z za t]nab__- -�'. I AR RELIEF LATERAL \\\''��i�oC)o C) b r.a yo r z z]a 2aa am er. o m, fv as m IR,a ie o e c " c G o -_b o o - ' _ - ---1 ._ _: " __ _ _ URIFLINE OR E UA,_ - ... f �I f TralmmeaY. :a!var.'a T ,l a.lor,.n in --zn ss '.,_ ds < s a as a 1= 1 -.. CI( 'VE AFIM, cuUF-0'F VALVE irc.._.- _ _ __ rart _ s s a .min �_ _ (CE ,_RM) SOV .,a P] 1 >]P 2 '1'I 8 :x"f I'' If a1 T.. r } ___ _s 1 sPrr v : ais ssT s< z 2u.z, zc9 2:' n n' az e Mn'CaY�y __ RESTRICTED LATERALS �2'f FROM dBLANK v .- z Dry a.vmms iwJa-{ra.:u, e z za a x -T-Aa m "-a -I - dz T a s 1-r al mlmwy �AD Valve TMv R-6= _'�-_.- o - e o. ',- b a _-.-__o v __..... ... r npYE ,r PA {. r x9J+,.JK TUBING MA. BE AM1Y.-_ _.._._.� __.__ _ _ ._ ..Y. _.I _ __ VN., OR EDGE OF TRE4TMENT msi MlnrOa 'YYpc COM1tJeOTG? 5+ALt A 3'A PA" d DREOi EJ2T :Fl,ICc WT _ '"' - ` ' rrrrc -- _ �. Am A ATTACHED TO OUTLET) nir... ai "� ur;-T_..._ P.•>_- -_- ._ '2ti '2a : 2: 2 sG.. zss a �e r`T_iln fray m__I_, uF dY_-T-o r i;a- -_'j-_ _- '_Esc K'T 3iAu. PXxAiA_ASCCTGi.OKY`>r OC'�PECTP"i.APGt.PRC/r YLEAE THE- l\�1� AIR/VACUUM RELIEF VALVE �~ a Ory e! ISx, m^z _ ... r .._ .-..._._.. __._ F _ .t _. _ .. e " +• 0 2 t / < eu., .. WATd'N" AL1 e aa_ PLBe 9'.rllL Sth`PJPF ST2F.FRl.ED fQR2 GET. \ \ \ PI j' �aa sE aD roe T1s : ion s as 29 i- iz r Iwlnr[,a, ivalY^ T P n'n ' o c Df r ai M:arJ .I.JMSED `O CRIPLIN` .man -1.._ - _ r att - \ E �- 3 4" GRAVEL SUMP _ _ _.- :, r„x DriEtT a,R2Y SR1Cc qT SFLW-L ISTD TO H£CiRiGALLY f:pSvEGT 2 - 3 N4 4R 2 ati FRkS?R l COMM \ , / Rotor _-.ia LCY j __- ^ea G -.i "'c.i is a.] 2aT '., 211 2v f ( ni�a tr n wv rzrm. oa -�U. i9ti :. o'-._ G oa -,d3 JY -r. .,J v.• _-Te'J Iaa Es- iktilrq -� -riA€< Lb'2C'�'r eW["5a OR GREATER WGIJ'I1Pla OF W'W.E.",Cc{N.StEAtARCLi}AF'PCOYE-0YJtF_-CO AELTKNi \. (4 CUBIC FOOT) -____. ] - _ - _ .. ._. __{_ -, _. -' _7 - 1 `__. I _ _ - _ ._ __- ____ -_-i PVC FLUSH EXHAUST MANIFOLD l�T Mlvo. L ls"a n•5 88 'r 1^k I. sel a08 e. r-zA i 1f] x 1k^. 84 L Ta°sI1r11nfGaY '1 erY a`Valvu 1 R.t Toy 1 SS 126 R19 aM 4 SBa_I 92_ G6T [4 303 to 103 60 TY.aI Min!Oa{'. a "°, ( ._- _..-..._ - _L- J ._,} N--- --CHECK VAi1ES AS NECESSARY {7YP) { _ _ _ _ __ Tn _ -- _ __.__. __ _ __ _T 3t U 6 2 21 6 ? r- G J a 3 j 2 G 1 CaY 3:: b U C'. U.6 2 fi 1 G 4M1 3 r.0 0 M: "✓cr �- 1 V s Tn r2 n ors d B 8 12 _16 5 - TAP U 9 � 3 TdM /Cay Qb Valva N. 2 d a 1? 1 S d iG 0 k 2 TNSI Rlw!Ga aP ss 3 ez aD 1 w j mr _ L J A _ tie IID P.6 8 z9_ ra Y Vewv 2 TOTAL RbH TIMF8 PT9 1 2 S iA M 5 S8 10 J t 0.W _ 4_0. dPA NAV k JP AVG BEP OC_T_ NO4 fIEE _ -__ 'AN . _ fE@ td ft A I EB M _ PK M N { 0 RUN TIME SCHEDULES _ WIRE CONNECTION ORIF LINE LAYOUT S AUTOMATIC FLUSH I FLUSH VALVE RECTANGULAR VALVE BOX TYPICAL --- -- -' -AAAA 0 FINISH PAVING OR NO, PATH STAINLESS STEEL BOLT, WASHER AND '--V GRA /TOP OF MULCH D_ NUT TO SECURE BOX LIC TYPICAL _�.........c- m-;_rr,< •� �:J �VI`1J\C LO� l`J VALVE UX WITH. COVER! _III- D .A 9 f 1-1 TO THE DENSITY COMPACT ED --FINISHED GRADE 1 // Y A 9 Vi v ER' '{ TO THE DENSITY OF -. �, NEAT BRAND LETTERSANO NUMBERS"--"---" I RAIN BIRD VB -STD :III=1I :I. )-I I I -Iii_ EXISTING SOIL -:~d x s -' f - �L,- INGEST SOIL ---..__ � 1, l 1 i l (_ID 30 -INCH LINEAR LENGTH OF 11 il A B C .° II Ii' -QUICK COUPLING VALVE BOX, TIP _ -....._._._.__. FINISHES GRADE IN Ti7RF AREAS .,,.�:____.._ __._.,..r -III -I 120 VOLT ELECTRICAL - I .`" ^"-, CLEAN COMPACTED BACKPdLL j iNtftE, LCs_ED ""-'- -III 1,1 } III q :, � --1 , STAINLESS S1 EEL BOLT, MASHER AND \ WATERPROOF CONNECTION: IN SCH, SLEEVE } r _ -I NOT TO SECURE BOX LTi), TVPICAJ, \\\ - -- f / 'III -III -:,< CONN ICFU. RAIN BIRD DB SERIES AIRF VACUUM RELIEF C".: [. -- -- LATERAL LINES } (� i 1 ,. III- IN SCR. 4G CONDUIT \f� -� T --r \j VALVE -_-I I I'� L. ^." I- J I ;:�,:I IN BCH. 40 SLEEVE ,,l ) , a I- :`�_._..__. :\ \ ..' / � `tJ 1 -INCH BALL. VALVE (JNCILDED I I! i I_I- UNOISTURBE°i) SOIL r r £ 1 - LATERAL LINES, SEC SPECS. I .... I IN XCZ P2B--100 COM KIM -III l - CONTROL WIRES I I ( ~' III I L CLEAN SAND BACKFILL 1 ? I' ID TAG PLASTIC ROUND VALVE 86X, 6" SIZE I ( _rC 7 IN BCH. 40 SLEEVE- r f w "'rt "1 I `- I 1 1 (" j-- 'III- - P (1 (- - I { y { 1 L I_ SEE SPECIFICATIONS / { L71 REMOTE CONTROL VALVE: HEAT BRAND"ARV"ONTO LID. -III r r -I RAIN BIRO Pw� E fi t E. E {'-__..-.-RSSSURE PAAI VEINE I 11 I. -,_ 1 12 q n SiI:OSx..:^. ,. - PRESSURE MAINLINE. BEE ( '� , / (INCLUDED III .: i �-. I� -'Sa :. I) I SPECINGATION3 j. \,� 1 i ''� �I r IN XCZ-PRS-100 -COM KIT) -fI ', °° FINISHED GRADE IN SHRUB AREAS -- - AAAA - --i- ' r(l PVC SLEEVES TO BE I I III CONTROS. VriRES, SEE SPFCE. li 1 {� k `?a� PRESSURE RgGULAi TNG QUICK ��T) ° __, 111^ - I - I _- P - '_-.I 17 i -� ,. _. - "v L .:.; I < -,�._ :� ..-.._-'_-.- - I' ! _ ..� CHOCK BASKET FILTER : j��" TWICE rNE DIANE TER', y_Ir ,IZ�{r' I { INSTALL AT MAINLINE ^LPTf-1 _ .._.'! 7 IN. } + "E .1 - _ I_I .i I_ I .I 1 i -III'= -i i !_ 0€ THE PIPE OR W:RE III "-"1 'I '1 F "I '1:,.}:,�.;;�y�j�. I) I :v I iz' 12" 12- SECT 2" i ( Lam. QIRD PRF3-QKCHK-1 O9 _Cl=��r. -111 r. -i i=TT. I,1-11" I �i. -9`- 1 i -`r ,"._ (INCLUDED IN -3 SECIWN VIEW -N.T.S. Bl}NDLC CARE{IED III. - 71� fly' I. __.I i �__.: 11- ! _. I_._. t �_:--a _ ..._ [..... r I^ . _ �4,.w..; E XC;Z-PRi3-i OOALCM KIT) 4 t-- I �. l�--�_J LC J'.),,,-�� --- (".•l, _ f ,.J �Q F PVC SCH 4C FEMALE ADAPTOR SUBSURFACE DRIPTL'B1NG p1 `I _ °. ''}BOfjG CZ'O O U1G r P GeCT10N'JIEVN-N.T S. A w DIMENSION A S G 0 E r -- ^ `• ()L i _...._.__ III= It, ' " LAF-RAL PIPE In If DEPTHBELOW GRAOC�- 241,. _ 36"36,, 3G" 10 1� �v I} O t 000 - o^4la" SUPPORTS ' ! I 1 - LANDSCAPE FABRIC y -,- 3f4"RGGK,9GUBG FT. :_.__ L ._.-. - t �: TIEA3G"LOOP IN ALL WIRING IT '--' !i CHANGES OF DIRECTION GREATER THAN 3D DEGREES, UNTIE P.FTERAL..,GIJ'CmIONS= 1' °„ S .. If Y I HAVE BEEN MADE. 1 _ t .t I-1.1 { NOTE: 11 i BEL WALL ARDSCVCIALERALLINES, A SCH. 40 ROLVC, WIRES IHEDIEETEROF pp THE PIPE V41RC SINDELEMENTS WITH SCH. 40PVG,2TIMES T'HE CtAPAE7'ER OF [ THE PIPE OR Vd9RE Bt3NOLE 4Y1PIiM. DIMENSION A B C D e F 6, . _._ 6' --� G" „ j, '. `.... a. " • ,; _-. I.• 1 .e , $ ", a :. . ` �TM N" a --PAVING EDGE TYPICAL. SECTfQN V1EVk-EV.T S. N[t'1 F' YVU JUH DO PAFPLt TI -MCR{ - AS a REQUIRED f �' PVC "L"H 40- ELLBRICK, r-°_`...1 _..._.__......_.____ /�R--µ �': 3� 1'1,'C SCH £3C NIPPLE ED INCH � _ __ LENGTH HIDDEN) ANO PVC I g5 '� T� SCH40ELL ! $ T ; i A4 LOU SCH AO IEE OR ELL '_2 'U '11f2 SIZE - - 7 --_-__..__ - - .._ - E TO 2 V2" IN SIZE Y t '2 1S" .- 24" IB' 24" 3G" .. 3C" 5 _ G" IIIIII 3"AND LARGER 9&" 24" 24" 9" { _ "-'-""--- 9(2" PVC TEE SXSxT' 1NITFf TORO ( ALL CURBS SHALL BE MARKED WITH A"SCORE" MARK TO DESIGNATE SLEEVE LOCATION.FACILITATE1 TAL DfEVESSONBEPWEENDCOMPARTISHE A{! A !HS OF NOTE: C TrR VALVE BOX (}'VER REMOTE CONTROL VALVE TOEASMOVALVE MAINTENANCE. r r v (1/` MAINLINE PIP;: 6 6`� CA790 COMP. ADAPTER DEPTHHORIZOF FTRENE BE DEPTHS OF SLEEU�S, BAGKFILL.AND COUPRGTION OF FRENCH SHALL BE IN ACCORDANCE ` P.LL PLASTIC RIPENED SHALL BE StJAKEC WITHIN TRENCH. ISLE, iNSTAtE VAT BnXF5 iN SHRUB AND GROUND -COTTER AREAS AN MORE POSSIBLE_. A 75 i4' r5 16 17` \ J �-� �S,€PaTC€Jj4<YLI;Y(-_- <.TeaS_ PLAN N0-223 FOR CROSSINGS S)f STREETS ANOSHALJ_BE tN ACCORDANCE BURBLE.'HIRING, AND WRAP WITH TAPE AT TEN F007 INTERVALS. STANDARD PLAN ND. SDG FOR CROSSMGS OF PARK{NG LOTS, SIOEWA9JC5, OA OTHER ' STANDARD INS`AL#.VAt..VF BOXES PARAI.L`rt. TO EACH OTHER AND PERPENDICULAR TO PAVING EOGP''S. AVOID HF COM PAOTING SOX. AROUND VALVE. BOXES TO PR�V NTCOIdAPSE '16 3 -INCH MINIMUM DEPTH OF '._� 3/4 -INCH WASHED GRAVEL j HARDSCRPE ELEMENTS. ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDA,NCE'PfITH MANUFACTURERS RMA AND DEFORMATION OF VALVE BOXES. } CID PVC SCH BC NIPPLE. CLOSE IN-ALLATION SPECIFICATIONS. DRIP RGV AND WYE STRAINER BOXES IN THE SAME ORIENTATION AS THE BALLVALVE BOX. (INCLUDE) IN LU LU Q i AGE --THIRD -t40-COM KIT) T AIR RELIEF VALVE U SLEEVE INSTALLATION V FIFE INSTALLATION VALVE BOX PLACEMENT %C DRIP VALVE 5 a A _ E , s.' } SUMMERSIMURPHY IN PAkRTNER% INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629 {949)448-1446 7-31-20 Rene a U c• Date OF CAl.lFt "These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Ino_ and their use and publi- cation shall berestrictedto the original site for which they were prepared. Reuse, repro" duction cA publication a p by any method, 6T whole or pan, is prohibited except P eP by written permission from SS11T[BtErsl Murphy & Partners, Inc. Ij z V { j W j t 1 j I LU LU Q i I 'y 'y r i H- ■ 0 f'- LIJ y UJ 6 i X, 1 tt M 2 15 3 EZ-FLO FERTILIZING SYSTEM ---- ___-__. #A WATER PRESSURE CALCULATIONS 5 MODEL NUMBER -EZL'25-HC R \ 4 I 4 14 25 GALLON CAPCITY f- NATERME'TE'RNUMOER P. NATER 4AETER SIZE ' � �j I � I i � NOT TO SCALE 1 s HYORAUiL GFONDE LINE TT) - [WATERMETER LE'VAT[GN (c }} s 9 � I ELEVATON QIFFERENCE {FT) 52 9 TlC aRESSURE fPEii 78 �! � _i�-+�' �53- - RAIN BIRD ESP LXCONTROT REMOTE CONTROL _VALVE ;< A5 IREMO'E CONTRO NA,_l'E SZE _ 2 / - ROLLER R 4 DEMAND (GP h1} 55 TTTA n PRESSURE �� -- _---` - ___ T 5 6� TWO -WIRE DECODER ( TWO -WIRE TO ESP-LXD CONTROLLER HfGr!EST({_AQ SEEK' ED ;F F) 52 _. _- STATIC as °HIGHS, -- *.� _ _ PPr E R (+> n i 0 COMMUNICATION WIRE TO - J SvrcEh iY HEST HEAD 40 r OCMC H 4.r SN'YCn E _L°v �1T��\ stzn QEscIzfPTON _ _.. _._.,.._ FLuA PE+Lass _ 1 ---- ---- --- - "" 13 _-/ = \ I4 5 ESP-LXD CONTROLLER 2" MIN SERVICE UNE (100 FTO_r IPE K COPPER) _ 55 'i - , : PSI ll e� __ _ ___ .pp,�,-F`-= �__L_/� )k.�; h _ -nmL„ HITS - - _, - -_.. Yl .�_' ��'! ,9'"� t� t (�' I ---. WHITE w rt `�) SOLENOID VALVE OR MASTER VALVE 8 PS > -. ^ n rz u Is1,rr cam 2"T s s \. c'r•S tp j M 6i F [BF S Y•- E METER2' WATER ! #- F 4 - `�, i,' -r T Iti \� v f "� ``. N•. SOLENOID WIRE (I OF 2) 2 G P'( ;. _ BASK- ..TRAIN R ..-_Y _ G3 Ps{ g ' 4 ,k`s 'S� DB SERIES WIRE CONNECTOR: -. PREVENTION ASSEMBLY R1P TYPE 3 00 P51 10 1 v cl,)x cACD 4P crLL vv �)\ .4 N,Yun,uN �-,. 4 B x, �A1 .DR. N,. ,� .1, RAN BIRD DBTWC25 (1 OF 2) <A N3FD °a SEDISLRC AL VE 5 71 G9 PSI --- BLUE BLUE REGULATOR NA 5 „4EL F'CI FNM BPV ASSE 4BLT`Pf-P NG 35 6. �� i -- --1� cn <o t LPww PSI YYq-- -. , r7 FIELD DECODER: IS SI s "` `�' RAIN BIRD FD-101TURF M13011 DECODER 1, TI FLMNL SENSOR I 55 6' 10 PSI 1 -FINISHED GRADE S- APPROVED BACKFILL {J E sr C 5 PSI 2 - VALVE BOX & COVER 36"L X 24"W X 24" H 10 - PVC MAIN LINE TO VALVE MANIFOLD � COFAMUNICATION WIRE TO NEXT DEVICE } \ 3" (SOLA.', NVAL'dE5 BUTTERFLY TYPE! a5 9 O xo ,v Tn cavr L,D � 7� -I 3" 1034 FEET OF 3v7AENLiNE' ___ - ----I---- 1.3 _ _ _- P.^rl 3 - ADJUSTMENT KN f.A.a WITH FEED 17 - EG BALL VALVE COUPLING CONNEC70R.----f/r/- (FIELD DECODER, SENSOR DECODER NlA FEET OF I'MsNUNE. OOP ... _ A 11 { _ G O Psi 4 - EZ PLO SHtUT OFFVALVE'INESSTALL ACCORDING G 10 WATER FLOW "v ry OR LINE SURGE PROTECTOR) h" 5-90 DEGREE _..SOWS 55 a2 PSI _ 9 AIR VENT VALVE 12.. PEA �RAVEL(3 Cil. FTA 5 n ;,, � r � TWO -WIRE CABLE TO NEXT DEVICE 2" REMOTE CON`ROL'IALVE SS _13j 1.8 _ P57.6 - FERTILIZER OUT - CONNECT CLEAR 13 - PVC MAIN LINE FROM BACK FLOW PREVENTER 2 t`2 B X91 (FIELD DECODER, SENSOR DECODER 1(%a LATERAL LANE LOSS I NIA 141 76 PSI TUBE TO GREEN CONNECTIONS ON 14 - PRESSURE RELIEF VALVE OR LINE SURGE PROTECTOR) .._..___ - _ - - __ -.. - PROPORTIONING CAP AND COUPLING 2o°.c FITTING LOSS ON ADDITION TO ELBOWS 5L,+'t4KN) --I NA RI 5.7 PS! 1 15 -FILL VALHI (DRAIN VALVE INCLUDED ------ f-WATER 9N- CONNECT BLACK. BUT NOT SHOWN) NOTE: -O.9 ELEVATION CHANGE (P.O C TO HIGHEST HEAD) ',` NiA ibi -0-4 psi I TUBE TO BLUE CONNECTIONS ON 46 - EZ -FUO MODEL EZG1 C: -HC FEP.TILZATION SYSTEM -..- .. _ 1- MAXIMUM LENGTH OF SECONDARY WIRE PATH (14 AWG) FROM FIELD DECODER i88 WATER PRESSURE CALCULATIONS PROPORTIONING CAP AND COUPLING 36"L X 19"W X 25"H s I TO SOLENOID IS 450 FEEL. IHYDRAU>-IC GRR JE LINE iFT) 'PSI 8 - 1/4" TUBING CLAMP - BOTH THE GREEN v L s cpi e D f1111) ee , E -w "Rca [FEI AT7ON DsErE4,.-NCE TFT) 52.9 STA^C PRESSURE !PSI ;TOTAL SYSTEM PRESSURE LOSS 171 340 aEN40TC CONTROL VALVE C 818R�MGTE AND SL UE COUPLING TUBING CONNECTIONS NOTE-; 1+n...1 no SE $ R D' t Lr. ED 1 u IN Lo 11 < Tu POry ux D om sR 1 r LIR IF < v} o v T 2 - ) 18 40.0 ;PSI 'PRESSURE REQUIRED AT HEAD - - ----- -- -- -- R C.V. DEtv3ANx7 iGPh1} 45 ITEMS 31 4, 5, 5, 7 AND 6 ARE INCLUDED WITH THE -A.LF LP F _ t III w EF P as ca n ? I a L Le. c Ts csE r ((� L (TOTAL PRESS ftE REQUIRED I 19 74.0 :P51 EZ -FUO SYSTEM. li'EPv11115 PURCHASED ..o -rrer+l; ( o aPOU FJISECTITH ALM JIC LCL41FALFJ ON4A ISTATEWATER '20 _ -PSI f SEPARATELY. T CMGs SPEC OAr ,E 1 I PRESSURE (FROM R00VE1 8 _ 2" PAIN 9�R=CE LINE 100 °TOF TYPE K COPPER) 1 2 3 'PSi ESIDDALPRE55URE , 4G`RBI___ -_ Y EZ -FLOW W FERTIGATION INSTALLATION Z`. I PAIGE ELECTRIC DCSPj 21, BACKFLOW PREVENT -ION ASSEIABLY(RP TNPE) L46 Decoder Wire Schematic PSI I i88 WATER PRESSURE CALCULATIONS dSATERM TEREAJASER B WA'ER METER SIZE IHYDRAU>-IC GRR JE LINE iFT) W +J)IATFR M1?'cTcR ELEVA770N FT 52.9 [FEI AT7ON DsErE4,.-NCE TFT) 52.9 STA^C PRESSURE !PSI 78 aEN40TC CONTROL VALVE C 818R�MGTE GON CROL VALVE 5DE : 2 _ _ R C.V. DEtv3ANx7 iGPh1} 45 TOTAL DEPdANb yGPPoE1 L 46 HIGHEST HEAD SERV ED{FTJ 52 STAT}C PRESSURE AT PIIGHES'HEADI 4D j ' SIZE. D SCRIPTION FLOW # P ! !OSS 1 I y _ 2" PAIN 9�R=CE LINE 100 °TOF TYPE K COPPER) 1 2 3 'PSi 2" U'ATER METER UUR80 TYPE 1 2 16 PSI i 21, BACKFLOW PREVENT -ION ASSEIABLY(RP TNPE) L46 3 1_A PSI I P' BASKETSTRAIN R 4 GR PS{ NA PRESSURE REGULATOR I NA 5 D0 ,PSI 31' BFO ASSEMBLY PIPING I 46 6 GG ;PSI ." MASTER CONTROL VALVE 1 46 7 1.8 IPS 1.5" FLOW SENSOR i 46 B '..o 'PSI 3 so noNVAL Ea B rERE.YTYPEi 46 9 0.5 Els 3" 1621 FEET OF MAIN INE LOOP 46 79 1.4 'PSI NCA FEET OF lJIAINURE N'A 11 G.0 $1' 2" 5 90 DEGREE ELBOWS 46 E2 82: PSI 2" R MOTE CONTROL VALVE 1 46 13 t FSI 10% LATERAL LINE LOSS NIA 14 1 6 -PSI 2O% FITTING LOSS ON ADDITION'(? ELBOVvc SHOWRII INA 151 57 Psi -09 E:EVA I ON LHANGE F.O.C. TO HIGHESl'HEAD} N+A 16 .0.4 'PSI ' TOTAL SYSTEM PRESSURE LOSS 3', 33 8 PSI _ _ _ _ _ __ _ PRESSURE PRESSURE REQUIRED AT HEAD 18 400 PSI TOTAL PRESSURE REQUIRED 191 73.8 FSI SZArC WATER PRESSURE (FROM ABOVI) - 20 78 PSI a_ TOP VIEW CONDUTAND /ELECTRODE SPHERE GF 2-M.Rt FAli - - ✓ / I7M LIENEE - J Si'E#Rc GP AhLt1EPiPF_ SURGEPROTEf.'ION ` \ BOUNDARIES `� BODYDARIES DFACE IN VALVE86x f NIOTES NCT i r:l T R AI'_( -LEY 1.tT SFr J1 U 1. .v `^ - 4 - ,^.OIV r'EAt 01, JLa1.L .u.111 IF .11L ., « . '_.. APIWJITS:ANS BECINt£ AWl DRIITH ALL r ` « "/ «I UNDERGROUNDITEISS WiT'IN PROVER-SC1WEr•,". .`'+ / _ ..1 AS L14YfS)?.nID 9ECDME FAM LUP'NiT4 ALL LEGEND HOP Hlcv LGHTNING PRauc yeas uneerns NCEacRcuNe l -Ems vrcHlN PRarEctswPE 1. FINISH GRADE OR TOP OF MULCH �GROUNCROD GROONORON AND ORONJI.-LITE. 1 n oROUND RCD' .I 2. ;'OiROUN4l R06ANtl G1U NO FpRFfi°rILtiE R(iln .� y AL ITEDIS SHALL 9E INSTALLED PERAIS 2. IG4NCH ROUNDVALVE BOX. HEAT BRAND'SP"TO LID ' `tNe'Xny MANU A 1LRERS RECaurmENOATNINs. W ° LwX8) / a. ALITFAGTIRER8Se MST IED -EON -u. 'SANTE 50:lD'�{/ 'ITS NADELN. GR a. AL INSTA-AnoVsa'rA_L MEET rasNlMunr `-� IN 2' HIGH BLOCK LETTERS -SPR \1 MARIESOLiD v T3M00+_.: Gi-Kj 4. ALL Ns..utAnoNc. SHALL MEET MINIMUM. ERNIRE � REcu RI IRNANA OF THE NATIONAL ELECTP.ICu -„ - REc.,IREa1ENrsaF rl+t NATorvu aeciwcnL. r 3. WIRES FROM SURGE PROTECTOR TO GROUNDING GLA,E NEG)ArvR iOUnu RAfr.,!.s cm rI. OGPPtn OFF \ . « � \ - INS'l LII OF TIA.10.&IE^.frRONIC ROD' STANn Sd-KNAI&ECEGIROMG _ - ROD BRASS CLAMPS (I OF 2, GREENIYELLOW WIRES) ENOIk FODIIFA'-)TO ENSURE PFRSONIE, A � � � � '! INS I11 OFc-YTfil A 8E EQ30NIC '«.a NATTY AND EOWPMEN RLHs ITC. ` '! SAFETY AND@UIPIMNT RF PERscrNa - 4. GROUNDING ROD. PER (1OF2) -..-_. _. EARTH REUISTANCrE:anL. RE MINAIRELAND «,.;i SAFETY AND Et]ul>NtiENr aEdamLm. _-- ----___. 5 TWO -WIRE CABLE. PER MANU. SPECIFICATION. E' MT I' RFS ISTALO ::HAL.EN I:ASUREDAND � �a �1 10 IARCOROco AFTERINSAREQUI WIDEN« ` Oacv,ED ASTER INs.numr.OV AnTH!N -`:.__� LOOP 2'OF WIRE INSIDE OF BOX. NOTIHE SPERE OTHERUINEBORfAStE AP.CORDA+CE cs LATE .R IXItflcMENT., of O0 NOI Ra -IAL ANY 9THL-R �W AS GR CABLE - 1 WI"HIN I}i SFNEREORINFI;WEi'dCC ILITNSNI [E-HANRF OC.O k4YE5iGt4'L1HN.5 I(' ALPAN N0. I. IH D NEAVANGS AF REQUIREMENTS OF _ � (}'. STS"X(i'(y`(iC%(PNR`j7NU`ROD:1G®HMtJ`QR LEvS`"J` ftLTNO M05([--, YAN 154M'u3. { M'T?!NTR"c $i'M.[=E aF NfIU'Li,'L'E NEPA HJ VF,iRFVR PCihG542ES1D 19 GHMc 7. BRICK.SUPPGRT(7 GF2) A. TOO LITT`''ER RUaARFVNTS NONSULT THE AR;0 t 9UTNOMORE,"A!t 2S O'NI FMI' Rr _rz RICLIIREM1AFhTS CONSULT THE ASYC - ' "-'--,'122 Ct11Jtt11YE 1C42WYFVR_RRTH GRpJNJINC P H GUGH-4E ±V0.2IXi F8H E4RTH GaWNDING p{y@}}YR - B' 7'2'rl"MIN.BC'H. 40ELECTRICAL CONDUIT (IF REQUIRED) BECTRONIC SOJIPMENT IN IFhLOAnON SY5,EME '- (, G SIDE VIcyV" r=LEcmowc EOLHPME GI!RRIGAODNDINBYe-MG f 1 - n S, 90J COMPACTED SUB -GRADE 5iDEV1E'Ai F'1J 76. 12 -INCH MINIMUM DEPTH OE 3/4 -INCH WASHED i_ ;m.TRC LER ,-,z RGONO 5) _ GRAVEL OVER FILTER FABRIC. i NAVLsox i CONCRETE PAL' i OLA POx- ' -- 11. 3M DBR1Y SPLICE KIT WIRE CONNECTOR:0 OF2 CUSP WIRE ' i i ._ CLOP ARE T� - � 12. TWO -WIRE LINE SURGE PROTECTOR ) cONNBCT¢lN -- -10, mIN ---? j epvNECr;oe y , - 13. WIRE FROM SURGE PROTECTOR TO OB SERIES WIRE J ti.' - CONNECTOR (I OF 2, BLUE WIRES) Y`i'.xiY1:a.'n. mx,x �/ d]4�dN'A`kLiN 3Vr6uN(4N lbht MP sYtYc>Y I ..�. » _.__._....-.; NOTES: 5'JRGEFROTECI;W+- P'NO 5APE PEU / \` -_-�: 1. SURGE PROTECTORS SHOULD BE INSTALLED EVERY OencLlw VALVE NOR,I ,. i!7. O,R'JaGER) • �� ,- 1(} \� XXX -FEET AS SPECIFIED PER MANUFACTURED. BAWD sOUL+ / ° 64wG SOLED o- i -_1 2. SURGE PROTECTORS TO BE iNSTALLED.AT END OF WHERri1RE tAlA NTNG! GOPPERWIDS n _. - WIRE RUN THAT TERMINATES IN FIELD STAR GROWL ROB V v .ftN;NI{y { 4 %pR- - GRouuc RGD T CONFIGURATION). f t RSE RL'M 9EFOFtE Ih T4 INC CW.OUN'D_R.}_9 ITSM001i GRT JyiY ITS OGO7 J� L_+s IeAO aEPORE 1rvsTaTuwc.agJwa ROD Il OAV.D COSTARWIM NbH VPLTACE PORIEfl IL9MC'DELG$i: 'CII CAiL CAS LINES Tt OATA CA9t CS,cLDA,"I OtNTAvt TP AYMI`L'Oi:T/(l NR li grtH V(N ArF'*I.WYfA THE VWERS RE.PRENENTATIVE AND DIGeF'PTO CA" GA .'ALIS OR DATA CABLES,P EASEGIVTACT [ ENTIFY POSSi YAAEE RCR '_OLV THE SUR{ACE. 11 OWNFRA RENASEN"ATfdE ANDec AfR.P T6 5 CONTACT WITH THERE MAZARG3 WILL RESULT IN nNTFV PQSSY6LF HIZARDS SELGA'J HES RFACE. 'tiRBELUtlI'fR0$IlINE, 4d'i1CHEVER IS DEEPER SEV=RR INJURY OR DHA(*- CONTACT U° H THESE HAZARDS VILL RESULT IN 'oR8F1.oWF9OETL:NE, WHCHEYERiSDE£t. R 5= FE I NI.RY FIR DEATH TOT' VIEW SS SURGE PROTECTOR INSTALLATION GG gONTRGLLER - GROUN D ROD ISD SURGE PROTECTOR INSTALLATION { #C WATER PRESSURE CALCULA i74NS .. __...,.,.. ._. _.- T WATER M1 ETER NUMBER C WAT'E'R KOSTER SIZEj 2 HYDRAULIC RADE LINE' T) '1'IATER ,:4E?ER E_S✓A'90N (Fl} 5 (ELEVATION DIFFERENCE IFI} I S19 JSTAMCC PRESSURE'PSI} 78 E n, IRRIGATION MAINLINE, BELL AND REMOTE CONTROL VALVE k Ci0 _ �R'MOTE CONTROL,IALCR SIZE I a 1 GASKET TYPE PIPE, SEE LEGEND RD.V. DEMAND H.GHESFH AD SG REQ F ---- R2 STATir PRE N (PM)_� 5 FOR SPECIFICATION. COUPLING SHOWN ( 1) r SSURE A. HCGtiEST HEADL 4,. �__._�.�FIN4.:t1E0 GRADE IN -URF AREAS 1, // PURPLE PLASTIC 10" ROUND VALVE BOX WITH T -COVER ,[ LEEMCO N SIIE DESCRIPTION FLOW #I PSI OSS AND CAPTIVE STAINLESS STEEL. BOLT AND LOC. -KIT. /I DUCTILE IRON \ ' .-..__.__ ___ HEAT BRAND "BV" ON"CO L ID. PUSH -CHV FITTING T MIM SERVICE LINE (100 FTOF TYPE K COPPER) 55 t' a PSI I {TEE, 90 ELL OR 45 ELL) 2" WATER NIETER (TURBO TYPE) F i I t 2 - Psi - '- 2' gaill -^�----FIRNISHED GRADE €N SHRUG AREAS _ „ _. _ LEEMCOLH-SERIES - 2' BACKFLOW PREVENTION ASSEMBLY (RP TYPE) - AS 3! 1 - 0 PSI i -I L=I '- 1- -- - .. -- -- I I I WAFEP 9 YLL BUT I ERFLY VALVE s JOINT RI STRAINr , c C_ <^ BASKETS TRAINER 55 4' 03 PSI t j; 6" _T=1= WITH LATCH NUT AND INDE,{ '.• NIA PRESSURE REGULATOR NIA1.0 'III: PLATE, SEE LEGEND FUR BRAND PIPE INTO FITTING--- PSI (r=-1,= AND . 3" 0rQ ASSEMBLY P P'NG 55 61 O 6 PSI MODEL, SE PER SIZE MAINLINE LEEMCO LB -SERIES FJ,�v JOBNT RESTRAINT 2" Ih,kSiER CONTROL VALVE 55 7 s.a PSI ®�T W ^ _ 6" PVC CL. 160 PIPE, LENGTH .5 !FLOW SENSOR 55 8 1.G PSIOsAS REQUIRED 12' MINIMUM SECTION VIEW -N.T.S. TI 3^ ISOLAON VALVES (BUTTERFLY TYPE) 55 9 a.5 PSI y BRICK SUPPORT, -,,USE JOINT RESTRAINTS ON ALL BELL AND GASKET MAINLINE PIPE 3" 1430 FEET OF NA RALINE LOOP 55 10 1.6 PSI a „� �°ljz THREE REQUIRED USE THRUST BLOCKS ON ALL SOLVENT WELD MAINLINE PIPE NIA FEET OF MAINLINE: N(A 11 O PSI m G'b � � o USE IS SERIES RESTRAINTS FOR BELL AND GASKET JOINTS G _V - ._._ r o IONE CUBIC FOOT OF T' i5 90 DEGREE ELBCYJS 55 12 3.2 PSI ^v,. o ° ' o ;514" CRUSHED GRAVEL USE LH 5ER'ES RESTRAINTS FOR PVC PIPE TO LEEY9G0 FITTINGS 2" EMOTE CONTROL 4'AL'.°E gNIA 7 8 PBI 0 C PROVIDE ONE 60"S' EEL VALVE INCLUDING 45 ELLS, 9D ELLS, MAINLINE TEES. AND VALVE STUB OUTS for LATERAL LINE I: NE LOSS 2. PSI I KEY, 2" AWWA OPERATOR NUT, USE TWO LH SERIES P.LSTRAINTS AND TWO TIE -BARS FOR PUSH ON --- - FOR EACH 5 VALVES INSTALLED GATE VALVES SEE LEEMCO RECOMMENDATIONS 2GVA 'FITTING OS (IN AUDITION TO ELBOWS SNONN) 5,9 PSI ¢ -O.9 !ELEVATION CHANGE rP O O EC !#Gi1EST HEA6)_, O 4 ]PSI { --AVG IRRIGATION MAINLINE, USE TWO GMJ SERIES RESTRAINTS (COONSiSTING OF ONE LH SERIES -__------ SEE LEGEND FOR SPECIFICATION RESTRAINT AND TWO MJ -LK LINKS) FOR FLANGED GATE VALVES �. _ ._... AND INSTALLATION DEPTFI USE TWO LEt1l SERIES RESTRAINTS (CONSISTING 0I' ONE LH SERIES TCE a_ s'ySTEM PRESSURE LOSS 17 3..9 Psl -----I EFMCU SELF RESTRAINED, RESTRAINT AND TWO MJLK LINKS) FOR FLANGED BUTTERFLY VA12r S SECTION'JPEW -N.T.S. j�P`R-E55uRE REQUIRED AT HEAD 18 40 G PSI ._._. =LONGE X BELL Ai)AP1'ERS, SIZE OF RESTRAINT TO BE AS PER PIPE AND FITtT.NG USED !TOTAL PRESSURE REQUIRED 19 _ 74 9 P_S SIZE PER MAINLINE AND j- T- VALVE. TWO REQUIRED .'DINT RESTRAIN", S TO BE USED FOR 4'"AND W PLASTIC PIPE !STATIC WATER PRESSURE (FROM ABOVE] 27 7E PSI RESI,IDUAL PRESSURE 2= SY PSi I EE BUTTERFLY VALVE FF PIPE RESTRAINTS BUMMERSlMURPRY & PARTNERS, INC, 34197 COAST RAY 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. Reuse, Repro- duction or publication by any method, in whole or part., is prohibited except by written permission from Summers/ Murphy &. Partners, Inc. 0 W�p Cr j I c W c L co y y �. Fi.. D �M a W a LU t l M R IRRIGATION SPECIFICATIONS PART 1 - GENERAL. CONDITIONS 1.1 Description: A. We* Included: Provide all labor, materials, transportation, and services necessary to furnish and install irrigation systems as shown on the drawings and described herein, 1.2 Quality Assurance: A. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be miloweld in all cases where the manufacturers of articles used in this contras furnish directions covering points not shown in the drawings and specifications, S. Ordinances and Regulations: All local, municipal and state laws, and rimes and regulations governing or misting to any portion of this work are hereby incorporated Into and made a part of these spermscations and their provisions shall be carded out by line Contractor. Anything contained In these specifications shall not be construed to conflict with any of the shove rules and regulations or requirements of the same. However, when these specifications and drawings cal; for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above miss and regulations, the provisions of these sprrifimillons and drawings shall take precedence. C. Explanation of Drawings: 1. Due to the scale of the drawings, it is riot possible m indicate all operate, fittings, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting ail 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 work shall be installed In such a manner as to avoid maillcts between irrigation systems, planting, and architectural features. l- 2. The wont andira e Archl.ecm t as used hareshat refer to the Ownersl p authorized representative. 3. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. 4. The Contractor shall not willfully install the Irrigation system as shown an 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 to the irrigation design. Such obstructions ordifferences should be brought to the r : attention o, the Owner's authorized representative. in the event this notification s 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 Architect. 2. Complete material list shall be submitted prior to performing any work. Material list shalt Include themanufactures, modes number, and description of all materials and equipment to be used. Copies of catalog information shall not be substituted for the materials list, and will be rejected as unacceptable. 3. Equipment or materials installed or furnished 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 samples submitted. 5. Manufacturar's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. 9 Y pp S. Record Drawings: 1. The Contractor shall provide and keep up to date a complete nonsi d" set of blue line ozalld prints which shelf be corrected dally and show every change from the original drawings and specifications and the exact locations, 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 an the site and shall his used only as a record set 2. The Contractor shalt make neat and legible annotations themon softies the work proceeds, showing the work as actually installed. These drawings shall be available at all times for Inspection and shall he kept in a location designated by the Landscape Architect. 3. Before the date of the final inspection, the Contractor shaft transfer ail Information from the record prints to a sepia myiar or mylar prepared from the Landscape Architect, All work shall us, neat, drawn in waterproof ink by a technical ink pen designed specifically for use an mylar material. Work completed in felt tip pen or hall point pen will be :ejected because of the non -permanent nature of both devices. All work shall be subject to approval by the Landscape Amlhftect. 4. The Contractor shall dimension from two permanent points of reference the location of the following items: a. Connection to existing water lines b. Connections to existing electrical power c. Cate valves d. Routing of pressure main: line pipe e. Sprinkler control valves f. Routlng of contmi and common wire g. Quick coupling valves h. Other related equipment as directed by the Landscape Architect, 5. On ar before the date of the final inspection, the Contractor shall deliver the corrected and completed mylam to the Landscape Architect. Delivery of the mylam will not relieve the Contractor of tire responsibility of famishing required information that may be omitted from the prints he compiled at the site. C. Controller Charts: 1. Record drawings shall be approved by the Landscape Architect before controller charts are prepared. 2. Provide one conlroirer chart for each controller supplied. 3. The chart shall show the area controlled by each automatic controller and shall be sized as designated by as& automatic controller or as designated by the Owner's authorized representative. 4. The chart IS to be a reduced drawing of the actual record drawings. Havavisr, ir, the event the controller sequence is not legible when the drawing is reduced, it shall be readable when the controller chart is completed. 5. The chart shall be a peal or blueiine omfid print and a different color shall be used to indicate the area of coverage for each control valve station. 6. Whew, completed and approved, the chart shall be sealed by a plastic laminating propose, the plasstic laminatlng shawls shall be a minimum of 10 mii. thickness each. D. Operation and Maintenance 1. Prepare and deliver to the Landscape An:httect within ten calendar days prior to completion of construction, two hard cover binders with three rings each containing the following information: a. Index sheets stating Contractor's address and ratephone number, fist ofequipment with names and addresses of local rnanufactu!et's representatives. Dl Catalog and parts sheets on every material and equipment installed under this contract. a Guarantee statement (.Section 1.05), d. Complete operating and maintenance instructions on all major pieces of equipment. 2. in addition to the above mentioned maintenance manual, provide the Owner's maintenance personnel with Instructions for major equipment and show evidence in voting to the Landscape Architect at the conclusion of the project that this service has been rendered. E.. Equipment to be Furnished: 1. Supply as part of this contract the following tools: a. Two sets of special tools required for removing, disassembling, and adjusting each type of sprinkler and valve installed under this contract. D. Two five-foot valve keys for operation of gate valves (as required). c. Two keys for seen automatic controller or enclosure. d. Six quick coupler 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 oP the r fecL Before ,incl inspection nwin occur, evidence flat the. Owner has received material must be shown to the Landscape Architect. 1.4 Product Protection, Storage, and Handling: A. Handling of PVC Pipe and Fittings: The Contractor is cautioned to exercise care in handling, loading, unloading, and storing of PVC pipe and fff ngs. All PVC pipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to subject it to undus banding or concentrated external load at any point. Any section of pipe that has 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: A. The guarantee for the sprinkler irrigation system shall be made in accordance wrotin the attached kinin. The general conditions and supplementary conditions of these specifications shall he filed with the Owner or bis reprwarpotive poor to acceptance of iha irrigation system. B. A copy of the guarantee fpm shall be included in the operations and maintenance manual (Semon 1,03, D). C. The guarantee farm shall be retyped onto the Contractor's letterhead and contain the following information: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We herapy guarantee that the sprinkler system we have, furnished and installed is free from defects in materials and workmanship, end the work has been completed in accordance witn the drawings and specifications. We agree to repair or replace any defects in material or workmanship which may develop during the period of one year from the date of acceptance and also to repair or replace any damage Ranking from the repairing or replacing of such defects at no additional cost to the Owner. We shall make repairs or replacements within a reasonable time after racclpt of written notice frown the Owner, in the event of our fa mo to make such repairs or replacements within a reasonable time after receipt ofvritlen native from the Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will 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 amepfanca). PART 2 - MATERIALS 2.1 General: Use only new materials of brands and types noted on It?e docentIs, specified herein, or approved equals. A. PVC pressure Main Line Pipe and Fittings: 1. Pressure main line piping for sizes 2 -inches and larger shall be PVC Class 315. 2 Pipe shall be made from an NSF approved Type 1, Grade 1, PVC, compound conforming to ASTM resin spoof cation 01764. All pipe must meet requirements as set forth in Federal Specification PS -22-70 (Solvent Weld Pipe) with an appropriate standard dimension, (S.D.R.) 3. Pressure main fine piping for sizes 1 and 112 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. All pipe must meet requirements as set forth in Federal Specification PS -21-70 (Solvent -Weld Pipe). 5. PVC solvent -weld fittings shall be Schedule 40, 1-2, 11-1 NSP approved conforming to ASTM test procedure D2466. 6. Solvent cement and primer for PVC solvent -weld pipe and fittings shall be of the type and installation methods prescribed by the manufacturer. 7. At PVC pipe must bear the following markings: a. Manufacturer's name b. Nominal pipe size Ii, Schedule or dans d. Pressure rating in PSI e. NSF (National Sanitation Foundation) approval I. Date of extrusion 8. Ali fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. schedule and NSF seal of approval. B. PVC Non -Pressure Lateral Line Piping: i. Non -pressure buried lateral line piping shall be PVC sch40 with saivent-weid joints. 2. Pipe shall be made from NSF approved, Type 1; Grade 11, PVC compound conforming to ASTM resin specification D1784. All pipe must meet requirements set forth in Federal Specifications PS -22-70 with an appropriate standard dimension ratio. 3. Except as noted in paragraphs 1 o`2 of Section 2.01 C, all requirements for non -pressure lateral line pipe and fi frogs shall be the same as for solvent -weld pressure main Ilne pipe and fittings as set forth in Section 2.016 of these specifications. C, Brass Pipe and Fittings: 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 Specifcation WW -P-460. D. Galvanized Pipe mill I. Where indicated on the drawings, use galvanized steel pipe ASA Schedule 40 mild steel screwed pipe. 2. Fittings snail be medium gaivanrzed screwed beaded malleable iron. Galvanized couplings may be merchant coupling. 3. All galvanized pipe and fittings installed below grade shall be painted with rir✓a coats of Koppers 50 Bitmi awl E. Gate Valve: 1. Gate valves 3 -inches and smaller shelf be 125-1b. SWP bronze gate •valve with sG'evrn bonnet, non -rising stern and solid wedge disc, have threaded ends, and be equipped with bronze wheel handle. 2. Gate valves 3 -inches and smaller shall be similar to those manufaturer by Nibce or approved equal. 3. Ali gate valves shall be Installed per installation detail. F. Quick Coupling Valves: Quick coupling valves shall have a brass tea -piece body designed for working pressure of 150 PSI operable with quick coupler key, Key size and type shall be as Shown on Davis. 9. Coordinate installation of sprinkler irrigation materials, including pipe w there snail be no interference with utilities or other construction or difficulty in planting trees, shrubs, and groundpnvers. 4. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting work on the sprinkler irrigation system. 32 Preparation: A. Physical Layout: 1. Prior to Installation, the Contractor shall stakeout all pressure supply lines, routing, and location of sprinkler heads. 2. All layout shall be approved by Landscape Architect prior m installation. B. Water Supply: 1. Sprinkler irrigation 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 changes caused by actual site renditions. C. Electrical Supply: G. Backflow Preventer Unit: 1. Elec_tdcal 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 drawings. drawings. Install kI?s backflow p2vantion :.iritis in accordance with the inigatiarr 2, Connections shall be made at approximate locations as shown on the drawings. construction details. Contractor is responsible for minor changes caused by actual site conditions. 2. Wye strainers at backflow prevention units shall have a bronzed screwed body with 100 mesh morel screen and shall be similar to Bailey 100A or approved equal. 3.3 Installation: H. Check Valves: 1. Swing check valves 2 Irthus and smalls, shall be 240 ins. WOG bronze bronze construction and replaceable composition, neoprene or rubbor disc, and shall meet or exceed Federal Spectioation W W -V -51D, Class A, Type IV. 2. Ants-drain'va€ves shall be of heavy-duty virgin PVC construction with F.I.P. thread inlet and outlet, internal parts shall be stainless steel with Buna-N seals. Valve shall be field adjustable against drawout firms 3 to 40 feet of head. Anti -drain valve ehall be similar to the King Bros. "CV" sexes or approved equal. 1. Control Wiring: 1. Connections between the automatic mermfors and the mortAric central valves shall be rnatle with direct burial copper Wire AWG-U.F. 600 unit Pilot wires sharing the same automatic controller shall be the same polar. Common wire shall no white In color win a stripe is match the p8ot wires with which if is circuited on the same confrollier. Provide different coiors for each controller installed on the same project. Install vi in accordance with valve manufacturer's specifications and wire char in no case shat? wire size be less than #14. 2. Wiring shall occupy the same trench and shall be irstalled along the same route as pressure supply or lateral lines whatever possible. 3. Whom more than one Wire is pieced in a trench, the wiring shall be taped together at intervals of ten ,eat. 4. An expansion cud shall be provided at each wire connection. Expansion curl shall be of sufficient length at each splice connection at each electdc control valve se, that in case of ,repair, the valve bonnet may be brought to the surface without disconnection of the control wires. Control wires shall be laid loosely in trench without areas or stretching of central wire conductors. 5. All splices shall be made with Rainbird ST-03UL Snap -Tits wire connectorwith PYIS5 sealer or approved equal. Useonewimmnnectorperwrespiira. 6. Field spimes between the automatic wntmller and electric control valves will not be permitted without prior approval of fine Landscape Architect. J. Automatic Controller 1. Automatic commiler shah be of size and type shown on the drawings. 2. Final location of automatic controller shall be approved by the Owners authorized representative prior to installation. 3. Unless otherwise noted on the plans, the 120 -volt electrical power to the automatic controller location, shall be furnished by others, The final hook-up of the automatic controller to the 120-voit power source shall toe the responsibility 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 construction details, all electric control valves shalt have a manual flow adjustment. 3. Provide and install one control valve box for each electric control valve. L. Control Valve Boxes: Non 10" x 10 1/4" mond box for all gate valves, Carson industries 910.12B with green bolt down cover or approved equal. Extension s!eevs shall be PVC -6 -Inch minimum size. 2. Use 9-1/2" x 16" x f V rectangular box for ail electric control valves, Carson Industries 1419-128 with green bolt down, cover or approved equal. M. 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 and/or specilted In mean spacial provisions. 2. All spray type sprinklers shalt have a screw adjustment. 3. Riser/swing joint assemblies shall be fabricated in accordance with the irrigation construction details shown on the drawings. 4. Riser nipples for all sprinkler heads shall be the more size as the riser opening a the sprinkler body. PART 3 - EXECUTION 3.1 Inspection: A. Site Conditions: 1. All scaled dimensions are approximate. The Contractor shall check and verify all site dimensions and resolve Landscape Architects approval. pror to prompting with work under this section. 2. Examfee extreme care in excavating and working near existing utilities_ Contractor shelf be responsible for damages to utilifies which al's caused by his operations or raglect. Check existing utilities drawings or call mlities companies for existing utility locations. A. Trenching: g 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to even grade. Trenching excavation shall follow layout indicated on the drawings and as noted. 2. Provide for a minimum cover of 18-inrhes for all pressure supply lines. 3. Provide for a minimum cover of 12 -inches for all non -pressure Imes. 4. Provide for a minimum cover of 18 -inches for all controf wiring. 8. Backfilling: 1. The trenches shall not be backfilled until all required tests are performed. Trenches shall be carefully penciller with the excavated medoriais approved for backfilling, consisting or earth, loam, sandy clay, sand or other approved materials, free from large clods of earth or stones. Backrill sl?ail be mechanically compacted in landscaped areas to a dry density equal to adjacent undisturbed soli In planting areas. B icifilf will conform to adjacent grades without dips, sunken areas, humps, craftier surface irregularities. 2. A fine granular material backflil will be initlally placed on all lines. No foreign matter larger than 1i2 -inch in size wf ll be permitted in the Initial backfill. 1 Flooding of trenches will be permitted only With approval of the Landscape Architect. 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn, or planting, or other construction as necessary, the Contractorshall make all required adjustments without cost to the Owner. C. Trenching and Backfill Under Paving: 1. Trenches located under arrear a here paving, asphaltic concrete or concrete will be installed shall be backfilled with sand (a layer Storinches below the pipe and 34riches above the pipe), and compacted in layers to 95% compaction, using manual or mechanical tamping devices. Trenches for piping shall be compacted to equal the compaction of the existingadjacent undisturbed larl and shawl be ,eft in a farm d) unyielding condition. The sprinkler irrigation Contractor shall set in plata, cep, and pressure test all piping under paving prior to the paving work. i R ' 2. Generali piping under existing walks is done . jacking, conn or hydraulic driving, Yip. 9 9 Y1 9. 9. Y 9. but wvhem any cutting or breaking of sidewalks anchor sanen:te Is necessary it shat be done and replaced by the Contractor as part of the contract scat. Permission to tutor break sidewalks and/or carriers snail be obtained from the landscape Architect. No hydraulic driving wili be permitted under naw concrete paving. D. Assemblies: 1. Routing of sprinkler irrigation lines as indicated on the drawings is diagrammatic. Install lines (and various assambles) in such a manner as to conform with the details per pians. 2. Install no multiple assemblies or, plastic lams. Provide each assembly with Its ovm outlet, 3. Install all assemblies specified herein In accordance with respective detall. In absence of detail drawinge or specifications pertaining to specific items required to compiem 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-weid methods shall be as recommended by the pipe and ftfng manufacturer. 51 On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape, or approved equal, shall be used on all threaded PVC to PVC, and on all threaded PVC to metal ,oints. Light wrench pressure is ail that is required. Where threaded PVC connections are required, use threaded PVC adapters Into which the pipe may be welded. E. Line Clearance: Ali lines shall have a minimum clearance of 6 inches from each other and from lines of other trades. Parallel lines shall not be installed direct iv 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. g t. 2. All electrical work shall conform to focal codes, ordinances, and union authorities having jurisdiction. H . Remote Control Valves: Install where shown on the drawings and per detail. Wthen grouped together, allow at least 12 inches between valve boxes. Install each remote control valve in a separate valve box. L Flushing of System: 1. After all new sprinkler pipe cines and risers are:n 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 flow out the system. 2. Sprinkler heads shall be installed only after flushing of the system has been accomplisnad to the complete satisfaction of the Landscape Architect. J. Sprinkler beads: 1. Install the sprinkler heads as designated on the drawings- Sprinkler heads to be installed in this work shall be equivalent in 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 repays to keep the sprinkler system equipment in operating condition. The exercise of this right by the Owner shall not relieve the Contractor of his essponsibiflties 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. All roots 2 -inches and larger in diameter, except directly a the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to pmvent scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than 2 inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clears cuts through. Roots 112 inch and larger in diameter shah be painted with two coats of tree seal, or equal. Trenches adjacent to trees should be closed within 24 -hours, and who, this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. 3.6 Field Quality Control: A. Adjustment of the System: 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent overs onto walks madwa sM and buildings as much as possible. 2.. If it is determined that adjustments in the irrigation equipment will provide proper and more adequate coverage, the Contractor may also include changes in nozzle sizes and degrees at arc as required. 3. Lowering raised spdnkler heads by the Contract shall be accomplished within ten days after notification by Owner or Landscape Architect. 4. All sprinkler heads shall be set perpendicular to finished grade unless otherwise designated on the plan or as required for proper coverage ;slopes, etc.). B. Testing of Irrigation System: i. The Contractor shall request the presence of the Landscape Architect in writing at least 48 boors in adverse of any testing. 2. Test ail pressure lines under hydrostatic pressure of 150 PSI and prove watertight. Note: Testing of pressure main line piping shall occur prior to installation of electric controi valves or quick couplinc valves. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 psi and proved watertight, poor to paving. 4. Sustain pressure in tested lines for not less than two hours. If leaks develop, replace joints and repeat test until entire system is proven watertight. 5. All hydrostatic tests shall be made only in the presence of the Landscape Architect. No pipe shall be backfilled urKl it has been observed, tasted, and approved in writing. 6. Contractor shall furnish force pump & all other test equipment necessary. When the sprinkler irogatfon 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. Furnish all materials and perform all work required to correct any Inadequacles of coverage due to the deviation from plans, or where the system has been wailfully Installed as indicated on the dressing when It is obviously inadequate, without bringing this to the attention of the Landscape Architect. This test snail be accomplished before any groundoover 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 waive or shorten the operation period. 3.6 Clain -up: Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site. All walks and paving shall be woomed 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 inspection. Any items deemed riot acceptable by the qualified observer shall be reworked to the complete satisfaction of the Landscape 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 Schedule: A. Cortrector shall be responsible for notifying the Landscape Architect in advance for the following observations according to the time indicated: 1. Pre -job conference - 7 days. 2. Pressure supply line installation and testing - 48 hours. 3. Automatic controller installation -48 hours. 4.Co ntro` wire installation -46 hours. 5. Lateral line arid sprinkler installation - 48 hours. 6. Coverage test - 48 hours. 7. Observation to begin ma€nterance period -7 days. 6. Final Observation -7days. B. When observations have been conducted by other than the Landscape Architect, show evidence of when & by vwhom 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 for observation, he shall be responsible for reimbursing the Landscape Architect at the rate per hour (portal to portal) plus transportation costs, for the'Moonvanlence. No further observations will be scheduled unfit this charge has been paid. END SMP ENVIRONMENTAL DESIGN SUMMERSIMURPNY & PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92928 (949)443-1446 7-31-26 Rene•` D �T^ "-Dot- OF CALI"C/ These drawings andfor the as:companying spednim klinS are the exclusive property of Summers/Murphy & Partners, Inc. and their use and puble- catch shall be restricted to the original site for which they were prepared. lie -use, repro- duct:lon or publication by any n>ethced, in whole or part, is prohibited except by written permission from Surnmem/ Murphy & Partners, Inc. I t [ Z i L5 I s I � 3 1 f I ® k t » F r t s � w r all, y t' TREE LEGE dD (PLANT ONTY FOR THIS SHEET ONLY) _........._ WA'rR PIAN; SYMBOL. NAME SIZE USAGE- ONW. A IP CINNAMOMUM CAMPHORA 36°BOX M - �f ss' CAMPHOR TREE -. 36 ol K_OEL_R_EUT_E_RIA PANICULATA 36"BOX M 8 —Al GOLDEN RAIN TREE LAGERSTROEMiA L'BILOXI' 48'BOX L 61I ' 4 l 1 QWHITE CRAPE MYRTLE 36"BOX LIRIODENDRON TULIPIFERA 24"BOX M 11 e� 361I 24° TULIP TREE v� E MAGNOLIA G. 'DD BLANCHARD` 36"BOX M 20 21I M6" SOUTHERN MAGNOLIA _ 4 2 k , n , MAGNOLIA G.'LITTLE GEM' 36"BOX M 7 i1 G O91 36" LARGE FLOWERED MAGNOLIA �". 3&71 v �i L PINUS CANARIENSIS 36°°BOX 10 — Q 24" 36. CANARY ISLAND PINE 24"BOX 2 2 l sl 1 ' 36 . j E ?' PISTACIA CHINENSIS 36"BOX L 6 %�, "19 64 3611r11 ��� �II. *6` CHINESE PISTACHE 36" % PYRUSC.'ARISTOCRATE° 36"BOX M 10 s6' PEAR TREE - 2 3611 QUERCUS VIRGINIANA 60"BOX M 2 f- - 36 r�, t ," SOUTHERN LIVE OAC n rr 36 �,. / t ULMUSPARVIFOLIA 36"BOX M 4 36 ,i ' f �` II 5" CHINESE ELM 36 — J I , .-_ �36 f1 i / //i / 6rl 1 r� �F G/I/ ll, 36n i 7 )j �) 'I9 �,- X / 24' ryIf r � �Ilh _ 361' 6RI 1. AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC SOILS REPORT SHALL BE PREPARED 4 36 PLANTING NOTES 11 f / II +__A%® BY THE OWNER AND FURNISHED TO THE CONTRACTOR, AND ALL RECOMMENDATIONS FROM e,f � � Y .. .; 3 r �// - ___ - - -- { ®'I 1I SUCH REPORT SHALL BE INCORPORATED BY THE CONI RACI OR INTO INS i'ALLATION OF ALL % - - 3r° 39 6 6 PLANTING AREAS. JtB i 2. ALL TREE AND SHRUB MATERIAL SPECIFIED MUST MEEF STANDARD INDUSTRY SPECIFICATIONS FOR THE CONTAINERACCEPTABLESIZE AT T3HE ZE TIME OFE°,NSTALLAT ON. CO TAD. IF THE CONTRACTOCRT 1ANDSCAPECARCHITTECTRIFOR F I_ SPECIES SUBSTITUTION. DOWN SIZING OR SUBSTITUTION OF PLANT MATERIAL WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE g WILL NOT BE ALLOWED. ! I9 / - 36 � � I � ---, , - - - qq, �" /{ G 8. TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD. WHENEVER FEASIBLE, TREES SHOULD BE PLANTED WITH THE FOLLOWING MIN#MUM DISTANCES' L j A. THREE FEET FROM ANY CITY MAINTENANCE LIMIT LINE. ''' i 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 FOM FIRE HYDRANTS.( 391 D. FIFTEEN E£ERFRQM STREET LIGHT STANDARDS.4 �W E. TEN FEET FROMHAVE DRIVEWAYS. G F, TREE MBS MUSTTHAVE A CLEARANCE OF 14.5 FEET OVER STREETS, $FEET OVER \ ✓ e ���t_ �� ��' ' p� ® "r `� �1', BICYCLE TRAILS, AND 7 FEET OVER PEDESTRIAN - TRAVELED WAYS. NOTE' IN THE CASE OF CONFLICT WITH CFTYS RECOMMENDED MINIMUM DISTANCES, THE MORE i I Q OM RE 9 \� .moo . _ _ ._ _ "i /� �`36 r CONaERVAT Vfi MINIMUM bISt ANCk WILL PREVAIL �4 X X 3 f 4 CONCRETE PAVING, BUILDINGS OR 36° \v `� qpypp F ALL TREES PLANTED WITHIN FIVE (6j FEET VJAti(WAYS, C G dd ,-36n 36ii ''-'+_ 5 �\ -f PUBLIC UTILITIES SHALL RECEIVE DEEP ROOT BARRIERS. ,�61, C 111, 5. ALL TREES LOCATED IN TURF AREAS SHALL BE INSTAILED WITH ARBOR GUARDS. 6. REMOVE TRELLIS FROM ALL VINES AND ATTACH TO FENCE OR WINL_ 7. CONCEAL ALL IRRIGATION VALVES IN SHRUB AREAS WHERE POSSIBLE. OTHERWISE, ALL VALVE BOXES TO BE FLUSH WITH GRADE '�„— - 36 - _ _ — 11 - _ 8. ALL PLANTER BEDS TO HAVE 3" LAYER OF MULCH. CONTRACTOR TO SUBMIT SAMPLE TO LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESEN'FAI IVE PRIOR' 10 INSTALLATION, 'ti•6¢ �-� is 9. ORGANIC TOP DRESSING SHALL. REFOREST FLOOR'- D'-2" CUT. AVAILABLE FROM: AGUINAGA ? FERTILIZER, 949.788.9558. OR AS SPECIFIED BY SOILS REPORT RECOMMENDATIONS. et 1\ r. fu1�_. 1D. NOTIFY COMMUNITY SERVICES DEPARTMENT,8"01.326.3724 FOR LANDSCAPE INSPECTIONPRIOR 60 / / sY - - \ y� J� L 1,�' r� %'$Nk- �Y TO EXCAVATION OF PLANTING PITS FOR PLANT MAI ERIA1, CITY STREET TREES, P.N3 SETBACK 'i REQUIREMENTS. 48 HOURS NOTICE REQUIRED. IN\\ 36 / %r II � � - �'�" � 11. LANDSCAPE INSTALLATION SHALL NOT IN ERFERE WITH LIGHTING OR ADDRESS SIGNAGE. �zi1 ( f ...,, �'.,. g -``\- A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER {PORTER &ASSOCIATES) FOR i 3611 l� SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION ' " - . I .% a1 . \ s RECOMMENDATIONS. 35 r ` +- -r•"'' ': �`\ \ '� ...{ } _ . B. PLEASE SEE ALAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR y� \ EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES. NOTE: CONTRACTOR TO ADHERE TO THE C/7Y OF BAKERSFIELD LANDSCAPE AND IRRIGA7 ON STANDARD DETAR S, AND COORDINATE WITH THE RECREATIONS R PARKS DEPARTMENT THROUGHOUT CONSTRUCTION INSTALLATION SUMMERS/MURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629 (949)443-1446 These drawings and/or the accompanying speciflcatlons are the exclusive property of St r9mers/Murphy & Partners, Inc. and their use and publP 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. I Z O I � i ILL W- ! > I I I I LUit ; I r < r � t » I CUJ D C\1 0 LLJ 0 t » ia.t ♦i I 36 Z/ ?36 - ®® j- �....... .._.i. ��6i; 77..,._.� r (,36 T_ } , JJ L- �� 351, 7 X, C M 13 NOTE: CONTRACTOR TO ADHERE TO THE CITY OF BAKERSFIELD LANDSCAPE AND IRRIGATION STANDARD DETAILS, AND COORDINATE WITH THE RECREATIONS & PARKS DEPARTMENT THROUGHOUT CONSTRUCTION INSTALLATION (PLANT QNTY FOR THIS SHEET ONLY) SYMBOL NAME SIZE WATER PLN,dT WATER oxTv CINNAMOMUM_CAMP HORA 36"BOX M 5 U36" CAMPHOR TREE KOELREUTERIA PANICULATA 36"BOX M 1 " GOLDEN RAIN TREE LAGERSTROEMIA I.'BILOXI' 48"BOX L 96" V WHITE CRAPE MYRTLE 36°BOX 5 _LIRIODENDRON TULIPIFERA 24"BOX M 6 za' TULIP TREE MAGNOLIA G. 'DD BLANCHARD' 36"BOX M 4 SOUTHERN MAGNOLIA _ -- MAGNOLIA G. 'LITTLE GEM' 36"BOX M 2 36" LARGE FLOWERED MAGNOLIA PINUS CANARIENSIS 36"BOX L 6 C24" 36, CANARY ISLAND PINE 24"BOX - PISTACIA CHINENSIS • • Snl QUERCUSPEAR TREE JLMUS AAs i 36"BOX L 9 F1Ki.�Yla�'.t•!� I PLANTING NOTES 1 I. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE PREPARED BY THE OWNERFURNISHEDAND TO THE CONTRACTOR, AND ALL RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF ALL PLANTING AREAS. 2, ALL TREE AND SHRUB MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED. IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF ACCEPTABLE SIZE AT THE TIME OF INSTALLATION, CONTACT LANDSCAPE ARCHITECT FOR SPECIES SUBSTITUTION, 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 ADJUSTMENT IN I HE FIELD. WHENEVER FEASIBLE, TREES SHOULD BE PLANTED WITH THE FOLLOWING MINIMUM DISTANCES: A. THREE FEET FROM ANY CITY MAINTENANCE LIMIT UNE. B. FOUR FEET FROM UTILITY INSTALLAT IONS 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, LANES, METER, VAULTS, CATCH -BASINS, ETC. C. FOUR FEET FROM FIRE HYDRANIS. 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 - TRA.VELED WAYS. NOTE' IN THE CASE OF CONFLICT WITH CiTY'S RECOMMENDED MINIMUM DISTANCES, THE MORE CONSERVATIVE MINIMUM DISTANCE WILL PREVAIL b. AL 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 ATTACH TO FENCE OR WAI :.. 7. CONCEAL. ALL IRRIGATION VALVES IN SHRUB AREAS WHERE POSSIBLE. OTHERWISE, ALL VALVE BOXES TO BE FLUSH WITH GRADE 8. ALL PLANTER BEDS TO HAVE 3' LAYER OF MULCH. CONTRACTOR TO SUBMIT SAMPLE TO LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 9. ORGANIC TC}P DRESSING SHALL BE'FOREST FLOOR'- 0"-s" CUT. AVAILABLE FROM: AGUIN.AGA FERTILIZER, 949.786.9.558. OR AS SPECIFIED BY SOILS REPORT RECOMMENDATIONS. 10. NOTIFY COMMUNITY SERVICES DEPARTMENT, 661.326.3724 FOR LANDSCAPE INSPECTION PRIOR TO EXCAVATION OF PLANTING PITS FOR PLANT MATERIAL, CITY STREET TREES, AND SETBACK REQUIREMEN IC. 48 HOURS NOTICE REQUIRED. 11. LANDSCAPE INSTALLATION SHALL NOT INTERFERE WITH LIGHTING ORADDRESS SIGNAGE. BUTES. 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. SMMP ENVIRONMENTAL DESIGN SUMMERSIMURPHY & PARTNERS, INC. 34147 COAST HWY SUITE 200 DANA POINT CA 92624 (449) 443-1446 These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publF cation shall be restricted to the original site for which they were prepared. Rease, repro• duction or publication by any method, in whole or part, is prohibited except by written Permission from Summers/ Murphy & Partners, Inc z 0 CD t i i W s Ili Q Q 3 ill +t iLIJ %. 65 LU D ci FL of 04 IL as ED IMM i / NOTE.' ! CONTRACTOR TO ADHERE TO THE CITY OF BAKERSFIELD LANDSCAPEAND IRRIGATION STANDARD DETAILS. AND COORDINATE WITH THE RECREATIONS & PARKS DEPARTMENT ! THROUGHOL°'F CONSTRUCTION INSTALLATION ! iITA WWN (PLANT UNITY FOR THIS SHEET ONLY) SYMBOL NAME SIZE YaA PIA CINNAMOMUM_CAMPHORA 36"BOX M 3 36" CAMPHOR TREE KO_ELR_EUTERIA PANICULATA 36"BOX M 22 GOLDEN RAIN TREE -- LAGERSTROEMIA_L'BILOXI' 48"BOX L 3 36° 4s° WHITE GRAPE MYRTLE 36"BOX 4.8 LIRIODENDRON TULIPIFERA 24"BOX M 2 zn^ TULIP TREE - —... MAGNOLIA G. 'DD BLANCHARD' 36"BOX M - E" SOUTHERN MAGNOLIA MAGNOLIA G. 'LITTLE GEM' 36"BOX M 27 D LARGE FLOWERED MAGNOLIA PINUS CANARIENSIS 36"BOX L 6 2 36" CANARY ISLAND PINE 24"BOX - i CHINESE PISTACHE y ULMUS PARVIFOLIA CHINESE ELM 36"BOX L - 0y,T4?4EMFl 1. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOI! S REPORTSHALL 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. 2. ALL TREE AND SHRUB MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED. IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF ACCEPTABLE SIZE AT THE TIME OF INSTALLATION, CONTACT LANDSCAPE ARCHITECT FOR SPECIES SUBSTITUTION. 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 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 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 CITY'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. G. REMOVE TRELLIS FROM ALL VINES AND ATTACH'COFENCEORWALL. 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 8" LAYER OF MULCH. CONTRACTOR TO SUBMIT SAMPLE TO LANDSCAPE ARCHITECT. OR OWNER'S. AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 9. ORGANIC TOP DRESSING SHALL BE'FOREST FLOOR'- 0"4" CUT. AVAILABLE FROM: AGUINAGA FERTILIZER, 949.788.9553. OR AS SPECIFIED BY SOILS REPORT RECOMMENDATIONS. 10. NOTIFY COMMUNITY SERVICES DEPARTMENT, 661.320.3724 FOR LANDSCAPE INSPECTION PRIOR TO EXCAVATION OF PLANTING PITS FOR PLANT MATERIAL, CITY S i REE L TREES, AND SETBACK REQUIREMENTS. 48 HOURS NOTICE REQUIRED. 11. LANDSCAPE INSTALLATION SHALL NOT INTERFERE WITH LIGHTING 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. SMP ENVIRONMENTAL DESIGN SUMMERSWURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629 (949)443-1448 These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publl= 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, lncc C) I N �1 I a " <1 �1 r y, ra a a a C i{1 W, NOTE. CONTRACTOR TG ADHERE TO .THE CITY OF BAKERSFIELD LANDSCAPE AND IRRIGATION S TA.NDARD DE FYULS, AND COORDINA i E WITH THE RECREATIONS & PARKS DEPARTMENT THROUGHOUT CONSTRUCTION INSTALLATION NORTH 0 20 40 60 80 s. ��s.. P. SUMMERSIMURPNY & PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629 (949)443-1446 0 i lgnature� -51-ZO RRrre ne 'j� Date /% �� OF CAOI'i' 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 �0 1 ' LU LLJ E� a c 3 � ! r � f r.. ■I +r! !i w C1 J i r<'ras r-` cJ0AC\� IS, c u G acic GG V° g 04 v r r rf3 v CCV�e +c 4111 ^ ^r ry -sit rih s"{,tC}, l`s1JVGC1CC�y"e< ' to ,-isys. ,• .. GC\CecVc.LincJ1 1 \J�c\,\C`C�",, .^_G<< r �. / \ J�0'J�JCC\;`C,�'vJ- � ly C`. r',,•si G�iv�\sGr .; ,' .,, � / i I .- ___-___ ri'f`^�I - T„r, 'Y / J C ✓� / r Cv l a r �� /i L C� _ � l .i,'. > x \a; y'? IhS` ; l — _ y \•�; ii J!i saft�� tl II o-- NOTE CONTRACTOR TO ADHERE TO THE CITY OF BAKERSFIELD LANDSCAPE AND IRRIGATION STANDARD DETAILS, AND COORDINATE WITH THE REC:RP.ATIONS & PARKS DEPARTMENT THROUGHOUT CONSTRUCTION INSTALLATION SHRUB &X'67flVBJFVDCOVER LEGEND (PLANT QNTY FOR THIS SHEET ONLY) SYMBOL NAME SIZE USASA(,rGE PLANT ONTY. NOTE CONTRACTOR TO ADHERE TO THE CITY OF BAKERSFIELD LANDSCAPE AND IRRIGATION STANDARD DETAILS, AND COORDINATE WITH THE REC:RP.ATIONS & PARKS DEPARTMENT THROUGHOUT CONSTRUCTION INSTALLATION SHRUB &X'67flVBJFVDCOVER LEGEND (PLANT QNTY FOR THIS SHEET ONLY) SYMBOL NAME SIZE USASA(,rGE PLANT ONTY. a"e ABELIA x G• `KALEIDOSCOPE` 1 GAL L 5 GAL `" =2 KALEIDOSCOPE ABELIA @36'O.C. BLOOD RED TRUMPET VINE CALLISTEMON'LITTLE JOHN' 1 GAL L 6 L DWARF BOTTLEBRUSH @36"O.C. CAT CLAW VINE u3 DIETES IRDIOIDES 5 GAL L 157 T FORNIGHT LILY @42'O.C. LADY BANKS ROSE n } FEIJOA SELLOWIANA 5 GAL L 163 PINEAPPLE GUAVA @66" O.C. HEMEROCALLIS SPP. 1 GAL M EVERGREEN YELLOW DAYLILY @36” O.O. �, ME] LANTANA M.'WHITE LIGHTNIN_ ' 1 GAL L 486 TRAILING WHITE LANTANA @a48"O.C. r4 LIGUSTRUM JAPONICUM 5 GAL L 13 JAPANESE PRIVET @54" O.C. PHOTINIA FRASER! 5 GAL M 340 / f>>j FRASEF PHOTINIA @46^ o.c. \C RHAPHIOLEPIS L'BALLERINA' 1 GAL M 645 DWARF INDIAN HAWTHORN @38" O.C. RHAPHIOLEPIS 9 JACK EVANS' 5 GAL M 400 INDIAN HAWTHORN @48"O.C. � ROSA x'NOARE' 1 GAL M 65 'fix �� : FLOWER CARPET RED ROSE @36' O.C. { Y ROSMARINUS O 'PROSTRATUS` 1 GAL L 198 _ "TRAILING ROSEMARY a@48'O,C. i SYMBOL_ NAME SIZE PLANT _ BERMUDAGRASS TURF SEEDED 43,968 SF 6N-1: GREG NORMAN NO SHREDDED BARK MULCH SYMBOL 3s DEEP - WESTERN RED CEDAR GND[ry VIN LEGEND `PLANT ORTY FOR THIS SHEET ONLY SYMBOL NAME SIZE MIATE42 USAGE PLANT QNW DISTICTUS BUCCINATORIA 5 GAL M 6 - BLOOD RED TRUMPET VINE MACFADYENA UNGUES-CATI 5 GAL L 6 CAT CLAW VINE u3 ROSA BANKSIAE 5 GAL L - LADY BANKS ROSE A NOTES, A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR SIDEWALKS, CURET & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION RECOMMENDATIONS. B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR EXACT LOCATIONS AND DEPTII OF ALL DRY UTILITIES. C. REFER TO TREE PLANTING LAYOUT SHEET PT -1 FOR GENERALPLANTING NOTES, TYP. ENVIRONMENTAL DESIGN SUMMERSIMURPHY S PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92628 (969)443-4446 igaa.u�e ! 31 2C r Date These drawings and/or the accompanying specifications are the exclusive property of Suramers/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 a& Partners, Inc. ICJ E I j u3 , A A •• r4 • a { i NOTE. CONTRACTOR TO ADHERE TO THE CITY OF BAKERSFIELD !LANDSCAPE AND IRRIGATION STANDARD DETAILS, AND COORDINATE WITH THE RECREATIONS & PARKS DEPARTMENT THROUGHOUT CONSTRUCTION INSTALLATION SHRUB tX GROUIVDCOVER LEGEND (PLANT QNTY FOR THIS SHEET ONLY) SYMBOL NAME SIZE ATER USSArE QNFY7 HABELIA x G. 'KALEIDOSCOPE_' 1 GAL L RHAPHIOLEPIS L_'BALLERINA' �e2 KALEIDOSCOPE ABELIA @36" O.C. DWARF INDIAN HAWTHORN lTT" -17 -El CALLISTEMON'LITTLEJOHN' 1 GAL L 225 I DWARF BOTTLEBRUSH @36° OC. µ''µ INDIAN HAWTHORN ....... @46"O.C, DIETES IRDIOIDES 5 GAL L 83 P FORNIGHT LILY @42"D.C. ^_ FLOWER CARPET RED ROSE f' i SELLOWIANA 5 GAL L 70 1 GAL _FEIJOA PINEAPPLE GUAVA @es" O.C. TRAILING ROSEMARY Ott$ HEMEROCALLIS SPP. 1 GAL M 40 SIZE EVERGREEN YELLOW DAY LILY @36^ O.C. LANTANA M.'WHITE LIGHTNIN' 1 GAL L BERMUDAGRASS TURF SEEDED TRAILING WHITE LANTANA @48" O.C. J 6W-1-: GREG NORMAN t IGUSTRUM JAPONICUM 5 GAL L 39 R� ,JAPANESE PRIVET @54" O.C. SYMBOL --- -_ 3" DEEP - WESTERN RED CEDAR ' y PHOTiNIA FRASER[ 5 GAL M 130 SIZE FRASER'S PHOTINIA @46" O.C. 11 DISTICTUS BUCCINATORIA ap RHAPHIOLEPIS L_'BALLERINA' 1 GAL M 455 DWARF INDIAN HAWTHORN @36'O.C. ILI MACFADYENA UNGUIS-CATI -_ RHAPHIOLEPIS I 'JACK EVANS' 5 GAL M - µ''µ INDIAN HAWTHORN ....... @46"O.C, ROSA BANKSIAE 5 GAL ROSAx'NOA_RE' 1 GAL M LADY BANKS ROSE ^_ FLOWER CARPET RED ROSE @36"O.C. ROSMARINUS O.'PROSTRATUS' 1 GAL L - TRAILING ROSEMARY @48"D.C. SYMBOL NAME SIZE e TY. { BERMUDAGRASS TURF SEEDED 45,638 SF J 6W-1-: GREG NORMAN ■ no SHREDDED BARK MULCH R� i SYMBOL --- -_ 3" DEEP - WESTERN RED CEDAR VINE LEGEND (PLANT QNTY FOR THIS SHEETONLY) SYMBOL NAME SIZE WATER SAGE P ON!-ANTTY. 11 DISTICTUS BUCCINATORIA 5 GAL M 5 + BLOOD RED TRUMPET VINE ' ILI MACFADYENA UNGUIS-CATI 5 GAL L 3 CAT CLAVA VINE ROSA BANKSIAE 5 GAL L - LADY BANKS ROSE NOTES: A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR SIDEWALKS, CURB A GUTTER, AND ACCESSIBLE RAMP LAYOU T AND INSTALLATION RECOMMENDATIONS. B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES. C. REFER TO TREE PLANTING LAYOUT SHEET PT -1 FOR GENERALPLANTING NOTES, TYP. SIMP ENVIRONMENTAL DESIGN SUMNIrRSIMURPHY A PARTNERS, INC. 34187 COAST HWY SUITE 2813 DANA POINT CA 92529 (949)443-1448 W Corte �P'f C� Y�-D CALIFO� These drawings and/or the accompanying specifications are the exclusive properly of Summers/Murphy & Partners, Inc. and their use and publi• cadaii 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 I, [-r)- . z Q 11 ' W Cz i I + , ' i I, [-r)- . ' of i ■ R� i a_ ti LU y i of I% CL i■ i■ I, [-r)- . El to , r v S !I ` !LA Alyj JI f Lir LJAI � t A ^ 9 yj xx ' a a®@Hm0 � J V�. l 0/r_ A 0.98 Awa � m m a@mfi l j. haw§�ae�bge f,�m w®e9meW w9�a3pwAs NOTES: ti 9fltlxmd�mGPe9D<,a4b4@a0���e9 � y� �emges®em 6Bg88�9 6 B 76 A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR Rise'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. REFER TO TREE PLANTING LAYOUT SHEET PT -1 FOR GENERALPLANTING NOTES, •:,� TYP, f�4 v NOTE ---- s . CONTRACTOR To ADHERE TO THE C17Y OF BAKERSFIELD LANDSCAPE AND IRRIGA710N j STANDARD DETAILS, AND COORDINATE WITH THE RECREA77ONS & PARKS :DEPARTMENT �? THROUGHOUT CONSTRUCTION INSTALLATION s NORTH 0 20 40 60 1 SMP ENVIRONMENTAL. DESIGN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 82928 (849) 443 1446 r,�cr CA,tt: a �F /v These drawings and/or the accompanying specifications are the exclusive properly of Summers/Murphy .4c 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, lac. z SHRUB & G o..JL78MlJGOVE LEGEND 's I a (PLANT ONTY FOR THIS SHEET ONLY) SYMBOL ..__.._.__._._. NAME SIZE WATER U9 GE PLANT QW !IQdQ -Y a ABELIA x G. 'KALEIOOSOOPE', 1 GAL L 553 y,tl mA �°"°`°°® I<ALEIDOSCOPEABELlA @36"O.G. CALLISTEMON'LITTLE JOHN' 1 GAL L i j DWARF= BOT TLEBRUSH @36- 0,0. F DIETES tRDIOIDES 5 GAL L 13 FORNIGHT LILY @42"O.C. t, FEIJOA SELLOWIANA 5 GAL L 6 PINEAPPLE GUAVA @66" O.C. FUo HEMEROCALLIS SPP. 1 GAL M 583 y 077 EVERGREEN YELLOW DAYLILY @36° O.C. i LANTANA M.'WHITE LIGHTNIN' 1 GAL L TRAILING WHITE LANTANA @48° O.C. LIGUSTRUM JAPONICUM 5 GAL L JAPANESE PRIVET @54" O.C. PHOTINIA FRASERI 5 GAL M "M ERASER'S PHOTINIA @46"O.C. �SCi�iS'\t RHAPHIOLEPIS L'BALLERINA' 1 GAL M 49 ` DWARF INDIAN HAWTHORN @66^ O.C. RHAPHIOLEPIS 1 JACK EVANS' — 5 GAL M - INDIAN HAWTHORN @46" O.G. 1 *)1 , i ROS x'NOARE' 1 GAL M 363 - RA FLOWECARPET RED ROSE @36" O.C. ROSMARINUSO.'PROSTRATUS' 1GAL L 25 D' TRAILING ROSEMARY @46°O.C. SYMBOL NAME SIZE ONTY BERMUDAGRASS TURF SEEDED 65,543 SF G1: GREG NORMAN N - NC SHREDDED BARK MULCH SYN48c,L, 3" DEEP - WESTERN RED CEDAR ; � g�g 5 LEGEND VINE (PLANT QNTY FOR THIS SHEET ONLYn SYMBOL NAME WATER Usk E PLANT P ONTY ONTY _SIZE. -_ .. t. DISTICTUS BUCCINATORIA 5 GAL M BLOOD RED TRUMPET VINE k MACFADYENA UNGUIS-CATI 5 GAL L \t CAT CLAW VINE010w ROSA BANKSIAE 5 GAL L t` LADY BANKS ROSE i— z1A El to , r v S !I ` !LA Alyj JI f Lir LJAI � t A ^ 9 yj xx ' a a®@Hm0 � J V�. l 0/r_ A 0.98 Awa � m m a@mfi l j. haw§�ae�bge f,�m w®e9meW w9�a3pwAs NOTES: ti 9fltlxmd�mGPe9D<,a4b4@a0���e9 � y� �emges®em 6Bg88�9 6 B 76 A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR Rise'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. REFER TO TREE PLANTING LAYOUT SHEET PT -1 FOR GENERALPLANTING NOTES, •:,� TYP, f�4 v NOTE ---- s . CONTRACTOR To ADHERE TO THE C17Y OF BAKERSFIELD LANDSCAPE AND IRRIGA710N j STANDARD DETAILS, AND COORDINATE WITH THE RECREA77ONS & PARKS :DEPARTMENT �? THROUGHOUT CONSTRUCTION INSTALLATION s NORTH 0 20 40 60 1 SMP ENVIRONMENTAL. DESIGN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 82928 (849) 443 1446 r,�cr CA,tt: a �F /v These drawings and/or the accompanying specifications are the exclusive properly of Summers/Murphy .4c 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, lac. z I 's I Ly- j I LU !IQdQ J 1.1 I; r1 �L i y x . i z i LU 1 *)1 , i 1.1 I; SHRUB & 4.Rk.lieeNDCOV R LEGEND (PLANT QNTY FOR THIS SHEET ONLY) SYMBOL NAME SIZE AIER USAGE pRTYT. LU LU Ax ' ASELIA x G. 'KALEIDOSCOPE' 1 GAL L UJ < °s°Na° KALEIDOSCOPE ASELIA @36" O.C. CALLISTEMON °LITTLE JOHN' 1 GAL L 17 €LLi DWARF BOTTLEBRUSH @36- ac. EW- IRDIOIDES 5 GAL L '_:_:OGNT R1NIDIETES CFV--- @42° O.C. FEIJOA SELLOWIANA 5 GAL L 85 PINEAPPLE GUAVA @66" CC, M-10 10 HEMEROCALLIS SPP. 1 GAL M EVERGREEN YELLOW DAYLILY @36° O.C. L0 +w LANTANA _HITM_'WHITE_LICHTNIN' 1 GAL L 97 1 TRAILING WE^LAN€ANA @48' OC. LO f>♦ LIGUSTRUM JAPONICUM 5 GAL L JAPANESE PRIVET @54" O.C. it CIDI II P_HO_TINIA FRASER] 5 GAL M 94 FRASER'S PHOTINIA @4g' O.C. N RHAPHIOLEPIS L'BALLE_RIN_A' 1 GAL M 634 DWARF INDIAN HAWTHORN @3&' OC' RHAPHIOLEPIS L 'JACK EVANS' 5 GAL M - _ INDIAN HAWTHORN @48' O.C. i ROSAx'NOARE' 1 GAL M 168 i FLOWER CARPET RED ROSE @36" O.C. ROSMAR#NUS O. °PROSTRATUS' t GAL L 322 TRAILING ROSEMARY @48"O.C. LU 0 ',. SYMBOL NAME SIZE ii an r--? BERMUDAGRASS TURF SEEDED 65,395 SF GN -t: GREG NORMAN NO SHREDDED BARK MULCH SYMBOL....__....__.._........___...._,.� 3" DEEP - WESTERN RED CEDAR VINE LEGEND {PLANT ONTY FOR THIS SHEET ONLY) SYMBOL NAME SIZE WATER USAGE PLANT cmTY. DISTECTUS BUCCINATORIA 5 GAL M 4 - BLOOD RED TRUMPET VINE MACFADYENA UNGUIS-CATI 5 GAL I- - CAT CLAW VINE ROSA_BANKSIAE 5 GAL L 6 LADY BANKS ROSE raorF. CONTRACTOR TO ADHERE TO THE CIdY OF BAKERSFIELD L4NDSCAPEAND IRRIGATION STANDARD DETAILS, AND COORDINATE WITH THE RECREATIONS & PARKS DEPARTMENT j THROUGHOUT CONSTRUCTION INSTALLATION NOTES, A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER S ASSOCIATES) FOR SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION RECOMMENDATIONS. B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANTFOR EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES. C. REFER TO TREE PLANTING LAYOUT SHEET PT -1 FOR OENERALPLANTING NOTES, TYP. M ENVIRONMENTAL DESIGN SUMMERSMURPHY &.PARTNERS, INC. 34187 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, 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/ Mturphy c& Partners, Inc. O LU LU i UJ < f C) -)II - 111 C) y C, Uj M 00- *, f: tJ L0 +w 00 FL 1 LO f>♦ 0 C) it CIDI II ,r LIJ i i LU 0 ',. ii -)II - 111 LEGEND �1LEGEND 1. (1) 8" ARBOR GUARD'FOR EACH r/ r //// __ _..,} TREE IN TURF 3Y DEEP ROOT 1. 1, 5, OR i5 GALLON SHRUB I'1 t f CORP. (714) 898-0563. y / f ; ' 1 5 2 2 3 2. TOP OF ROOT BALL TO BE I" ABOVE _ PLAN VIEW \ / FINISH GRADE. - I, 3 2_ 2" LAYER OF MULCH MOTE: l SCALE: N.T.S. �f /^-� 4 3. 3°' HIGH WATER BASIN -SEE ATTACH GUYS TO 1 \1�f % SPECIFICATIONS G { 4) 3. 3" WATER BASIN MAJOR TRUNKS - - 4. FINISH GRADE EEE �l f,/% b -/ ONLY. U. / r , % r 5. BACKFILL MIX - SEE SOILS REPORT. "; 4. FINISH GRADE L r a 6. PLANTING TABLET - SEE SCHEDULE T CO5. AMENDED SOIL FOR PLANTING 1. (3) 3/4" BLACK RUBBER HOSE F- � FOR QTY. 5 6 � 5 - SEE SOILS REPORT P, 3 2. 112x6 LONG GALVANIZED STEEL Uj Oq T FOOTBALL TURNBUCKLE ` \ / / 7 8. NATIVE SUBGRADE (I �'� _ III 1 6. PLANT PIT EXCAVATION 3. 3/32" BRAIDED CABLE Wf 112 x3' LONG- 9. 4" DIA. FLEXIBLE PERFORATED III �i- DRAIN PIPE ENCIRCLING BASE OF PLANTING PIT. CONNECT TO 7. PLANTING TABLETS EE PVC TUBING I 8 g �' -_ ____. 4 SY V l�T. PRODUCTS 619,673-1760 CKBiLL' EARTH OR MFG. I ._ VERTICAL PIPE. SURROUND PIPE € ( I= I - -i SCHEDULE FOR QTY. S - - ( WITH € FIL T ER FABRIC, _... 8 5. ROOT BALL 1 10. 4" DIA. VERTICAL PERFORATED=-- I 18. ROOT$ALL FOR PLANTING REFER T'O TREE 2X FOOTBALL 71A. - -- 10 BASE OF PI e AND CAP AT SURFACE. 2x FOOTBALL DIA. -- NOTES: DRAIN PIPE CONNECT TO PIPE AT _ - - 9 .__... �� tl `~y -J- _-- 9. NATIVE SUBGRADE -q 4) SURROUND PIPE WITH FILTER PLANTING DETAIL. FOR STAKING. REFER VIEW. I 2 I I \ Ta TREE STAKING DETAIL. SECTION VIEWFABRIC. SECTION \ 5 NOT TO SCALE 11, 2" LAYER OF MULCH NOT TO SCALE SECTION VIEW FOR 364"° BOX TREES AND LARGER SCALE: 112" = V-0' G REE GUYING TREE PLANTING SCALE: NOTED A SHRUB PLANTINGNOT TO SCALE 5 5' 1 I REQ "- - > PREVAILING D, ? � �.. _, -PLANTER �� wo ON 4� ` ROOTf' ��" a, �L � 12 12 PLAN F BARRIER LEGEND 1VJ TABLET SCHEDUL GRO-POWER PLANTING TABLETS FOR CONTAINER -GROWN PLANTS $,1' if . 1. 'CINCH -TVI' BY V.I.T. CO.619 673-1760 l T �f4t ���II, ', PLAN VIEW SIDEWALK ( ) 1 GALLON CONTAINER RECEIVES 2-3 TABLETS NOT TO SCALE _ t jU 2. LODGEPOLE PINE STAKE COPPER NAPHTHENATE CURB�� IMPREGNATED. 2-112" DIA. x 12' LONG FOR 24" BOX 3 GALLON CONTAINER RECEIVES 3-6 TABLETS / LEGEND _ / L � AND SMALLER. r 5 GALLON CONTAINER RECEIVES 6-9 TABLETS 1. CONCRETE PAVING • REFER'TO 2 3. 12" DIA. MINIMUM, 2" THICK MULCH RING AROUNDBASE AT TURF AREAS Ci 7 GALLON CONTAINER RECEIVES 8-10 TABLETS PLANS l23 4, TOP OF ROOT BALL. TO BE 1" ABOVE FINISH GRADE CONTAINER RECEIVES 10-12 TABLETS ?. ONE PIECE, MOLDED AND 5. 3" HIGH WATER BASIN - SEE SPECS 10 GALLON CONT ® 1 RIBBED ROOT BARRIER. 6. FINISH GRADE RIBS TO BE A MINIMUM OF 118" - 15 GALLON CONTAINER RECEIVES 12-15 TABLETS - 4 7, PLANTING TABLET - SEE SCHEDULE FOR QTY. WIDE x 1!2°' DEEP, AND FACING 8. BACKFILL MIX - SEE SOILS REPORT 20"-24" BOX RECEIVES 14-16 TABLETS j THE TREE.. ROOT BARRIER TO D 15 I- 9. FOOTBALL lD Li -I, 1 BE MADE OF POLYETHYLENE 6 10. NATIVE SUBGRADE 30" BOX RECEIVES 16-18 TABLETS PLASTIC W/ULTRAVIOLET 36" BOX RECEIVES 18-20 TABLETS I - j 2 INHIBITORS, .085" THICK MIN. 24" - 42" BOX RECEIVES 20-22 TABLETS ' / DEEP x 1ikONG (5EACH SIDE '- ° - NOTE: � � MIN, TWO TIES TOP &BOTTOM S _ OF TRUNK) INS T ALL WITH TREES r - ib REQUIRED, USE THIRD TIE WHEN 48" BOX RECEIVES 22-24 TABLETS 6' FROM ANY HARDSCAPE.REFER % i i 1 NECESTO PLAN SARY TO HOLD TREE IN 60" BOX RECEIVES .. 32-36 'TABLETS' J..__.._. 8 BE TO AVOID SLIPPAGE 60" r l/ �� 3 - Imo' -I 9 POSITION.UPRIGHT P LARGER SIZES: FOR EACH 112" CALIPER USE: 3 4 TABLETS O - 4 4. AMENDED BACKFILL MIX CT 3. ROOT BALL 3 - (WRAP STAKE TO FORM U. NATIVE SUBGRADE NATES. 10 FIGURE EIGHT. NAIL WI(1) GALV. NAIL THROUGH EACH SOIL WN .I I _ - FOR PLANTING, REFER TO TREE PLANTING SECTION VIEVtI TIE INTO POLE. SECTION VIEW DETAIL. FOR STAKING, REFER TO TREE SOD LAWN SHALL BE WARATHON IIETURF TYPE DWARF FESCUE. SCALE: 112"=1'-0" - 2x FOOTBALL DIA. STAKINGDETAIL,SCALE: 1,2" = 1'-0" FOR 24°' BOX TREES OR SMALLER AVAILABLE FROM SOUTHLAND SOD FARMS (805) 488-3585. -m- 2x FOOTBALL DIA. _ SOILS REPORT CONTROL. I SCALE: 1/2°'-1°-0" BLE STAKEDPLANTING SCALE: 1/2"= V-0" AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC _ SOILS REPORT SHALL BE PREPARED BY THE OWNER AND FURNISHED TO THE CONTRACTOR, AND ALL RECOMMENDATIONS J' \ FROM SUCH REPORT SHALL BE INCORPORATED PLAN IN THE AG _4 ARBORGARD+ TREE TRUNK PROTECTOR CONTRACTOR INTO INSTALLATION OF ALL PLANTING AREAS. � 2 SOIL MIXTURE SPECIFIED ARBORGARD IS A TREE TRUNK PROTECTOR TO PREVENT DAMAGE BY STRING TRIMMERS, LAWN MOWERS AND RODENTS. SINGLE PROTECTOR FITS TRUNKS UP TO 4" IN y r -_ SOIL MIXTURE AND ANY AMENDMENT ADDITIVES SHOULD DIAMETER, JOIN TWO TOGETHER FOR LARGER TREES. l _ + + ` + ++ 1 +,F ++ + j - " + +' + 3 + V - + + +- + + r + t BE PROVIDED FOR BID PURPOSES ONLY. A. MATERIALS + + - + ` c nn 4 T HE CONTRACTOR SHALL FURNISH AND INSTALL TRUNK PROTECTORS AS SPECIFIED. THE SOILS ANALYSIS TRUNK PROTECTOR SHALL BE EITHER PRODUCT # AG 9-4 AS MANUFACTURED BY DEEP ROOT LEGEND PARTNERS, L...P., 81 LANGTON STREET, SUITE 4, SAN FRANCISCO, CA 94103 (800-458-7668} OR SOIL ANALYSIS SUBMITTED TO THE CITY SHOULD APPROVED EQUAL. THE PROTECTOR SHALL BE RECYCLABLE POLYETHYLENE WITH A 0,060 1. SHRUB PLANTING FROM CONTAINER INCLUDE THE FOLLOWING: SOIL TEXTURE (1.52 MM) WALL. THICKNESS. U.S. DESIGN PATENT' # 329,296 )I ((' 2. 2" DEEP MULCH PERCENTAGE OF ORGANIC MATTER 3. FINISH GRADE SOIL INFILTRATION RATE (MEASURED OR DERIVED B. INSTALLATION Q,(,!I 4. PREPARED BACKFILL (SEE SPECIFICATIONS FOR TYPE AND DEPTH) FROM SOIL TEXTURE I INFILTRATION RATE 'TABLES) 1. SAPLING TREES: UNCOIL A SINGLE ARBORGARD+ AND PLACE AROUND BASE OF TREE. iMff' EDGE OF PAVING, SIDEWALK, WALL, OR CURB PH AND TOTAL SOLUBLE SALTS FOR COMPLETE PROTECTION BE SURE FLARED END IS TOUCHING THE GROUND. ORGANIC TOP DRESSING 2 MATURE TREES: TO COUPLE TWO OR MORE ARBORGARD+ TOGETHER PUSH THE TABS p(� THROUGH THE SECOND ARBORGARD+ FROM THE INSIDE SO THE TABS SHOW ON THE ZQ �0 i ALL PLANTING BEDS TO RECEIVE A LAYER OF ORGANIC TOP OUTSIDE AS ILLUSTRATED. 9. CCC DDRESSING 'FOREST D -SHRUB AREAS TO RECEIVE: 3' LAYER MINIMUM �14z 111 / - GROUNDCOVER AREAS TO RECEIVE: 1 112" LAYER MINIMUM AVAILABLE FROM: AGUINAGA FERTILIZER (949) 786-9558 NOTES: LOCATE PLANTS SPACED EQUAL DISTANCE (D) FROM EACH OTHER AS SHOWN D - AS NOTED ON PLAN. ANT TABLET SCHEDULEU V PLANTING X�C SUMMERSNIURPHY 6 PARTNERS, INN. 34197 COAST H'JW SUITE 240 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 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. O i I bi _ �i<l�G�l,Qq -,3L N i �r y s • [i +r LU r i 0 l -,3L N I. GENERAL SITE PLANTING The Owner shall hove a soil onolysie made after compietion of the rough eroding. The Cort.ractor shoal incorporate ail soil amendments and fertilizers prescribed herein. The soil preparation specified below shoal be adjusted according to the analysis, after approval from !and5cope architect. A. ;heed Control for Lown, Shrub 8 Ground Cover Areos (Except Slopes) 1. Remove ail existing weeds =ram surface. Remove all roots o` Bermuda - by S$S Seeds Johnson Grass, etc. and dispose of off site. Rate 2. Install trriaatsan. 000 - 5500 lbs /are a Hyaropost Premium FGomisost " 000 lbs. !acre _ 5. Fertilize all shrub/ground cover areas. Apply 10 lbs. of 16-°20-0 Fertilizer commercial fertilizer per 1,000 so;. ft, or as directed bu soils report. 4. dater all shrublground cover areas for three (5) weeks to germinate ® Tri -C Sou ble HJmotio weed seeds. Apply water at low rate to avoid erosion. 5. Licensed applicator shall appfu systemic weed killer to all plorsting areas per manufacturer's specifications. B. Soil Preparation $ Finish Grad`ne I. Rouge,^ grade: Site to be received by Landscape Contractor to within VIC foot plus or minus by owner based upon Divi: Engineer's grading-, pian. 2. Finish grade: Finish grading to consist of grad;ng, raking and hand work necessary to achieve desired contour and. flow line patterns, based upon Civil Engineer's pians, rceuit:nq in evenly finished surfaces free of debris and litter. 5. Spread over ail `:awn, shrub and ground cover oreo5, omerdments and Fertilizer prescribed in soils report. Thoroughly mix into soil to depth to of 6" or more and fine grade. Shape mounds as shoran on plans. Gontrootor to import soil necessary to attain design grad€.5 and berms, all import soil sholl be, free of weeds, debris, and have bounced Ph. Smooth and even grading without depressions or high spots, to provide smooth and even surfaces for proper drainoee. Final grade sholl be I" below Nalk/tap of curb. Remove from the .site all stones over 2" in size. C. Planting Pant trees, shrubs and ground cover as colied for where indicoted on Panting Plan and as detailed on Planting Deto!I sheet. Substitutions of punts .viii not be accepted unless approved by Landscape Architect. 1. Ground Cover - Flats and/or Cuttings Al' plant materials Spec fied as rooted cuttings or flat stock on Planting Plor shall remain, in the flats until time of transplanting. The flat soli shall contain sufficient moisturo so that soil does net fall apart when 'fting pion' 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 actually being plonted. Wilted Plants will not be occepted. At the time of planting, the soil around each Plant shall lac; firmed sufficiently to force out air pcckets. Plants to be panted in triangular spacing as specified O.C. (On Center). AIi cuttings sholl be minimum of 6" long. ln5ta!I plonts in 6" X 6" planting pits. Water immediotely after each planting until one inch of voter penetration ?s obtained. Gare sholl be exercised at oil times to protect the plants after p antirg. Any damage to plants by trompiing or other operations of this controct shall be repaired immediately. 2. Shrub d Trces Plont all aorta?net--grown plants in Plantinq pits, two (2) times wider and two (2) times deeoer than the coni;oiner, as directed on Plonting Detoil sheet. Thorcughlu mix I/3 argaric backf's l (Nitroiized Rodwco l Showings or equal) and the amendments specified ir, the soils analysis with the site soil, prior to backfilling of planting pits. Install Plant Tablets, per the manufacturer's instructions and as deta'i'led on Panting Detail Sheet. contractor shall construct basins around all trees not in lawn areas; basins shall not exceed top of root ball crown. 5. Top Dressing Top dress all ground cover and shrub oreas with 5" thick layer of shredded wood rnuloh to be specified on oil planting plans. 4. Staking Stake all trees as detailed on Piantlno Detail Sheet. E. Hudroseed Turf f­lydroseed. al: areas designated as Hydro5eeded Turf'. See Plant,nq lagena for type and cLuol'ty of seed mix and the table below for fertilizer and additional amendments. I. Application a. rr"luipment: Hydraulic equipment used for the applanation of the fertilizer, seed, and fiber pulp, shall be of the 'Super Hydro -Seeder` type as approved by the Landscape Archlsect. This ec(ulpment shall hove a built-in ooitator system and operating copocity sufficient to ogftate, suspend, and homogencaously mix the slurry.Thc slurru distria!,tion lines shall be. large enough to prevent stoppage and shall be coluipped with a set of hydroullc spray nozzles rhich sholl place the slurry tank and spray nozzle within suff1cient proximity to be seeded. b. Preparation: The slurry preporation shall take place at the site of work and sholi begin bu adding water to the tank when the englne i5 at half throttle. iNnon the water level has reached the heights- of the aeltotor shaft, good circuloticr shot; be established and at his time tha seed shall be added. Fortllizer shall then be added, fol,o'vaed by fiber mulch. Tho- fiber mulch shall be added to the mixture after the seed and when the tank is at least one-third filled with e4ater. Ali fiber mulch shall 'roe added by the time the took is two --thirds to three-fourths full. 5prayina shall commence immediately wl;en tonk Is "full. c. Application: Apply hydro -mulch in the form of a slurry consisting of woad cellulose fiber, seed, chemical additives, commercial fertilizer and water. Refer to Stover Seed's specir'icotions for eiury mix components. and ratios. Whcr h'y draulicaliy sp raued on the, soil sureace, the hydromulchina shat( farm a blather -like around cover imprecjnated uniformly with seed and fertilizer and shall allow the obsorptlor of moisture and rain foil acrd percolotion to the underlying soil. Remove construction. Leave site broom -clean. H. GENERAL SLOPE PLANTING The Owner shall hove o soil analysis made otter cornp etlon of rough pro dinq. The Cnntroctor shall incorporate oil soil amendments and fertilizers prescribed heretr. The soli preporatlon specified beige. shall be adjusted occordinaly to the oralysi5 after approval from the iondsc.ope architect. A. € lonting Preparation i, 5iopc Toxturinq a. out Slopes. These surfaces shall be roughened in a horizontol direction following the contour of file; supe. The roughened texture shall be made by hand roking or s,m:lor mechanical means. I-,. Fll Slopes: These, surfaces eholi be compacted one finished and also roughened in a horizontal direction following the contour of the slope. The roughened texture shall be made by hand raking or similar mechanical means. 2. Wced Eradication Procedures a. Manually remove oil existingveactotion and dispose of it off. -site. b. Fertilize al', planting areas with fertilizer based an 501i Labs recommendations. (See Planting DetoE Sheet). Add any and o.1l soil amendments as required, per the soil analysis. Begin woterino process to oct'ivote fertilizer and additive chemicals. e.. dater a'! planting areas thorough`y and co tinuausiy for a period of two (2) consecutive weeks. The Landscape Architect shall approve specific wotering duration and frequercy progrom designed to terminate all residuol weed seeds. d. Di5cortinue watering process for two (2) days, then apply recommendation by Iioensod applicator, if perennial weeds appear on the slopes. if onnuoi weeds appear use straight contact herbicide as per the pest control advisor's recommendations. No water shah be applied for a minimum of four (4) days following opp!icotion of contact weed killer. is. Allow sufficient period of time to insure that all weeds are dead. r". Water all planting oreas thoroughly and Continuously for a period of three (5) weeks. A shorter wotering period may be permissible at the discretion of the Landscape Architect and/or the pest control advisor. *Discontinue the watering process for one (1) day prior to the second oppiication of the herbicide spraying. Re-opply the sproyinq operation with a straight contact weed killer, as per the pest control advisor's recommendations. Allow a minimum of four (4) does without irr!Gation, for effective final weed kill. a. rL. eor all desiccated weeds from the slopes to the finished grade. i, Water oil planting areas on the regular lrrigotior, controller schedule For three (3) consecutive days prior to the hydroseeding operation. Then allow planting area soil surface to dry out for one (1) dog only, prior to the hydroseeding application. Gare must be taken not to allow the soli surface to be, super -saturated with water prior to the h9broecedsne inetallotion. At the some time, the soil sur -are should not be dry. There should be same residual moisture within the first I/2" of Sari surface. j. Seoin the hydroseeding operation in o:'I areas, as specified. S. Ponting Plant trees and shrubs as coiled out where i-,divoted on Planting Flon and as detailed an Plantinq Detail Sheet. Substitutions of plants hill not be accepted unless approved it,,wr?ting by Landscope Architect. Install planting tablets as coiled for in legend. Plant oil container grown plonts in planting pits two (2) times wider and two (2) times deeper than the container. Thoroughly mix the specified materials found in the sail analysis and those specified In the Plantinq Detail Sheet, with the site soil, prior to bockfilline of planting pits. 4. Planting_, Tablets (See Plantinq Detail sheet) B. Hydrosced noturol area plonting I. Hydro5eed Preparation 701!ow the gencrol slope planting preparation procedures listed on sheet FS -I Section it A -moi 2 ;ydroseed Process - Natrual Area slopes Hudrosced oil areas designated as 'Hydroseeded Natural Arco'. See '`lontino is, gend sheet for type and cluoity of seed mix and Coble deiow for fertilizer and additionoi amendments, a, Application: Follow the hydrosecd truf process listed on Sheet P5 -I, 5ectior. I, E and use the slurry mix specified below. Hydrosced slurru ivl,x - Desert Sage Scrub Mix by S$S Seeds Product Application Rate » Proma rix 5 -FM " 000 - 5500 lbs /are a Hyaropost Premium FGomisost " 000 lbs. !acre _ ® 1310501 Forte -Iv2_ Organic » bOO lbs. / ocre Fertilizer i 1 AM 120 M roArhizai inoculum I» 60 lbs. /acre --- ® Tri -C Sou ble HJmotio — » I» I lb / or -re ocre " Seed Mix as perscirbcd by { R' 545 seeds y SMMP ENVIRONMENTAL DESIGN SUMMERSIMURPHY It PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 82629 t -'14S 449-1446 e Sign tare 7-31 -20 yy rr f rj Date OF CALHf� 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. Fie -use, repro duction or publication by any method, in whole or pan, is prohibited except by written permission from Summers/ NVurphy &. Partners, lnc. C ! > uI i W .w i 1 -1/ ?"z��il .w i 1 R' y t ills • LLJ i, LU +i i • Cr 0 CL Ai ED -1/ ?"z��il 111. -GENERAL. NOTES A. Clean -Up After oil installation operations have been compieted, remove all ruboleh, excess soil, empty plant container and trash from the site da';iy. All scars, ruts or other marks in the area caused by this work shall be repaired and the around left in a neat, orderly condition. Leave site in broom -clean condition at the end of each workirg day. Hose down all paved areas, including nolks and patios, upon completion of ail work. €5. Cvereral Maintenance I. The Contractor shah maintain during instollatior a suffiriont number of men and adequate equipment to perform the work honour specified. Plant maintenorce work shall consist of applying water, weeding, caring of plants, including ground covers, shrubs, vines and trees, paging and mowing loAns, fertilizing, controi of pests and diseases, and maintaining walks Froo of debris and dirt. Upon completion of each area of installation, the Contractor, Landscape wy Architect and Owner shall conduct an inspection of completed area, along with the Owner's maintenance representative. At this time., a list of corroctions, Sf any, shai! be made which are the responsibility of the Controctor. 2. After all work has been completed, inspected and accepted, all areas will be mointohod for a period of three hunde:red and sixty (360) calendar days or as long as !s necessary to establish thriving trees, shrubs, turf, and ground cover without bare spats. 3. Keep ail areas Nood-free, odeouotely vvotored, and neatly cultivated for the three, hundred and sixty (560) day period. Remove all ochre from site, and keep the entire site broom -clown. Mov. turf areas Meekly. Hydroseeded turf areas shall be Irrigated after the siurrly mule has boor applied and oiloswcd to set for one (1) day. The soil surface must be kopt moist at all times during the germinotior period to avoid desiccation of sood';inge. 4. R& -seed all bare spots in turf areas at tNo (2i week intorvoie and maintaln until an even stand of turf, without bare spots, is obtained. Re, -seed all slope areas that fail to gorminato evenly. Repair ail eroded surfaces at no cost to the Owrer. 5. Damage to ony planted area shot: be repaired immediately. Doprosebris caused bu vehicles or foot traffic shall be fined Nith topsoil, leveled and replanted. r2xtorminoto gophers, moles and repair damage. 6. Tile project shai; be so cored for that a neat, clean condition Nlil be presented at all times to the satisfaction of the Owner arid Landscope Architect. The Londscape Contractor shall be oxpectod to make a minimum of one wookiy visit for maintenance purposes. 1. At the end of the mointoronce period, ail areas that have been plonted sholl be fertilized Nlth commorcial fertilizer, onolysis and rate of application shod be per the soils report. E5 -he Contractor shall rcq)ost a final site visit seven (7) dour, prior to the end of tho mointenonco period. -his request shail be, written arca directed to the 0wnor and the Landscape Architect. Upon writton occeptance of the proiect, the Contractor shall be reiieved of any further mainterionc.o. C) � G C. Noturol Arco Hliisido Mgirtonance 1, The C.ontraotor shall maintain during insta'iation a suffiaiont number of men and adequate ec�jipment to perform the work herein specifiod. Plant maintenance Mork shall consist of oppiyina Mater, Noodhe;, coring o= plants, including ground covers, shrubs, vines and trees, edglnq and mowing lawns, fortilizing, control of pests and diecoses, and maintoirlr,g walks Free of debris and dirt. 30 days prior to completion of the specSfiod molntenance period of Goch area of instoiiotlon, the Contractor, Landscape ArchitoC.t and Owner, shall conduct an inspection ofcompleted area, along with the OIN er'5 mointcnancc representative. At this time, a list of corrections, if any, shoii be mode which are the responsibility of the Contractor. 2. Weed Control: After installation the natural area sholi da monitorod For a period of three hundered and sixty (3601 calendor days. During, this porod this area shall be weeded once a Nook removing aniq plants not included in the seed mixture sppocifiod. All tools used for weeding should be, clean and crew mombers shall be miroful of woods with moturo seed pods to prevent the spread of weed seed. Herbicides shall be used by direct application to the Need in order to prevent die o"f or" specified/ desired plants. 3. Trash Removal A.' litter shall be, romoved from the the area and disposed of in or oproved location and manner. litter removal shall odour onso every Nook in the three hundered and sixty (560) day mointeronce period. 4. Fuel Modification Zone Monagement: Natural area shrubs Nithin 200 feet of structures must bo regularly maintained in order to meet the County of Riverside fuel modification stondards. 5. Horoscope Maintenonoe: The interceptor drain along the slope ridge shall be k.eot free of aciorie on a weekly basis D. &uorantee Al; turf, hand -planted and htdrosceded around cover, and shrubs shall be guaranteed to live and grow to a period of ninety (qo) days after instollat#on and acccptonee tri the Oviror. Trees sh.oli be guoronteed far one year. Any material that falls to grow through the specified maintoronco and auarontee. period shall be, replaced by the Cortractor at no cost to the C;Nrner. D. Observation L Ooservotion visits specified herein shall be made by the Londscape Architect or his representative. The Contractor shah request observation at least two (2) Norktnq does in odvanoe of the tirre that the observation is reavested. 2. Observation visits are suggested for the following parts of the work: o. 'Upon completion of grading and soil conditioning prior to plontinq, b. When trees are spotted for planting, but before, plontirig holes are excavated. c. Written aoceptarce of the prajcct to reicase tho Contractor from further mointononce shall occur after Final Obsorvotion with the ONnor or his representative of the end of ',.he maintenorce period. ..... Verifirotion of i:1,Jmensions L All scaled dimensions are approximate. Before proceeding with any Nark, the Contractor shall carefully check and verify oil dimensions and ouantitics, and shall i,mmediotely notify the Londscape Architect of any disoroponcy betnicon the drovaings and/or spocificotions and actual conditions. No work shall be done in anu area where, there Is such a discrepancy until approval for same has been given by the Lordscope Architect. F. Utilities The Contractor shoii be, resporsible for verifuina the location of all underground utility limes prior to any construction, so that proper precautions mou be taken not to damage such lines and ,-:on' locations, promptiy notify the Landscape Architect who will orrorge for relocations of one or tho other. Failure to follow this praoodure places upon the, Contractor the rosponsibiilty for, at his own expense, making ant and all repairs for damages resulting from his Nork. fa. Existing Trees 1. Contractor is to insure the proscrvot'on of anu existing trees on the, site. Damage or loss of these trees hill result in roplooernont of cquol size, oy the Londscape Contractor. K Seo Planting Detail Sheet for additional notes. N. LAND5CAPE MAINTENANCE 5HCEDULE ENVIRONMENTAL DrSIGN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629 (949)443-1445 Or 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 Foe which they were prepared. Re -use, repro- duction or publication by any method, its whole or part, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. Z 0 u} I C) � G R i IZ ' I 0 i- Uj x x x w �k If x X x, X r A A 19 X s. R to 0 CD I a x x Z W a z B X Y. . L. CD (f) n ii y Uj � Z < � Uj CIL !Z ,, ii: ,'.. x, , x X; tz x W x T. 'X A d. R X, 3g, 9 x ENVIRONMENTAL DrSIGN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629 (949)443-1445 Or 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 Foe which they were prepared. Re -use, repro- duction or publication by any method, its whole or part, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. Z 0 u} I C) � G R i IZ ' I 0 i- C) IZ 0 i- Uj ® o o W Z & to 0 CD I a Z W B L. CD (f) n ii y Uj � Z < � Uj CIL !Z i i- CONTACTOR SORPTION 130 - LIGHTING CONTROLS AND EOUIPAMT--GENERAL 1a! EXCEPT AS PROVIDED IN SUBSECTIONS IS) AND {C), THE DESIGN AND INSTALLATION OF ALL LICHiING CIRC'J!T NUMBER ___ SYSTEMS AND EQUIPMENT C NONRESIDENTIAL, 0, SMALL RESIDENTIAL, H E APPLICABLE BUILDINGS, AND 11 _Ts .. _.._ _...__ . SECTIONS 131 THROUGH GH 139.. TO TITLE 24, PART 9r SHALL COMPLY ENT THE APPLICABLE ED IN EONS OF _- i r I I JFD:J LLE /s. SECTIONS 981 THROUGH MA ALL LIGHTING CONTROLS AND EQUIPMENT SHALL BE INSTALLED €N r ACCaRDAwCE WITH THE MANUFACi'biR£R'S 1N5TRUCTIaNs. 't•"t; -, •✓f L. I\Ew r ',ND 181 INDOOR LIGHTING IN HIGH-RISE RESIDENTIAL LLING UNITS AND NOTELNOTEL GUEST ROOMS THE <. $ SINGLE POLE SvtifiCH X; IF 32 POLEPOLE 1 ` I \ Jy DESIGN AND INSTALLATION OF ALL LIGHTING SYSTEMS, LIGHTING CONTROLS AND EQUIPMENT IN M u CIRQU€T BREAKER HEGH-RISE RESIDENTIAL DWELLING UNITS AMC 6d MOTELiMOTEI.. GUEST ROOMS SHALE COMPLY WTH THE % !_04 A - Eta ,`i --G (, MANUAL ON -AUTOMATIC OFF ( AFCI ARC -FAULT CIRCUIT INTERRUPTER -_ \ APPLICABLE PROVISIONS OF SECTION 15WI. L/ 4 A c L:r RG V F„ A1C AMPERE INTERRUPTING CAPAC€TY - P:AE CLOCK -- s• ! DI -k A,i R IP" t41N "VAGANCY"SENSOR SWf.iH `C r FUSE Q AL ALUMINUM (,�*) ICI OUTDOOR LIGHTING FOR HIGH-RISE RESIDENTIAL DWELLtlNG LIMITS AND HOTELIMOTEL GUEST ROOMS. SH HUMIDIS"FATVVALL SWITCH ARE ABOVE FINISHED FLOOR OUTDOOR LIGHTING THAT IS PERMANENTLY ATTACHED TO THE BUILDING, AND IS SEPARATELY 1 I • : RtIL Fr I COP LIT DIMMER SWITCH AWG AMERICAN MRS GAUGE _� 1 - � __- f - � _ �4} ; 1 OR PNIEDII 1 - I Cd7t$YRGLLED FROM THE INSIDE OF AHIGH-RISE RESIDENTIAL DWELLING UNIT OR QUEST ROOM SHALL ; GROUND $ e - CON PLY YRTH SECTION 15@IK! 3. f, D CEC CALIFORNIA ELECTRIC CODE ..l(. ---e% I IDT LUMIMAIREPOWER. LUMINAiREWAITAGE SHALL Bb DETERMINED AS FOLLOWS, OR BYA METHOD 4. AL. CO OUT 24 MIN C CELSIUS' ELECTRICAL PEDESTAL - $WAY SWITCH r ., APPROVED BY THE EXECUTIVE DIRECTOR: 1 /-- , 3 C., CONDUD' ONLY ^ -+ 1 -THE WATTAGE OF LUMINAIRES WITH LINE VOLTAGE LAMP HOLDERS, OTHER THAN GU -24 A5 \{n .i -L Ur RACEWAY ( ELECTRICAL METER I Cu COTTER -- i BOMBARDED ACCORDING TO SECTION 1301E), AND NOT CONTAINING PERMANENTLY INSTALLED BALLASTS 'IT PVC ONCL'1-+ �"gN 3 WAY DIMMER SWITCH �rygT ELECTRICAL METALLIC TUBING 1 ,t., "�, I OR' TRANSFORMERS SHALL BE DETERMINED AS FOLLOWS: $ 4WAYSWITCH OFC€ GROUND FAULT CIRCUIT INTERRUPTER 1 A. FOR OTHER THAN RECESSED LUMINARIES, THE MAXIMUM RELAMPING RATED WATTAGE OF THE 4 OND GROUND /" �� r LUMINAIRE, AS LISTED ON A PERMANENT, PRE-PRINTED, FACTOR OINSTALLEO LABEL, AS SPECIFIED BY UL N is T :. IC ;a(I ,>,.: SWITCH F FAHRENHEIT i - O ( 9599. [ PVC GFEUI i, ¢J -^ DUPLEX RECEPTACLE PC FOOTCANDLE i--\ f �,� M FOR RECESSED LUMINAIRES, THE LARGER OF THE MAXIMUMRELAMPING RATED WATTAGE OF THE R EIAL J LLT dt FF FEET' ��- + O --• 1 1 LUMINAIRE, AS LISTED ON APERMANENT, PRE-PRINTED, FACTORYARISTALLED LABEL, AS SPECIFIED BY UL r`.?10 aiR T BURIA: ,AB, F.'; M MOTOR `I{' QUAD-PLEX RECEPTACLE IESHA ILLUMINATION ENGINEERING SOCIETY NORTH AMERICA 1 I � I 1598, OR THE FOLLOWING: j. IMC IN ERMEDIATE METAL CONDUIT r r I I 1.50 WATTS PER SOCKET FOR LUMINAIRES WITH HOUSINGS OR TRIMS WITH AN APERTURE DIAMETER LESS SPLIT WIRED"HALF-HOT"RECEPTACLE A KELVIN MIC AOETERSCDEGRF,ES) THAN 5 INCHES REGARDLESS OF MOUNTING HEIGHT; OR } _ P IL 50 WATTS PER SOCKET FOR LUMINAIRES WITH HOUSINGS OR TRIMS WITH AN APERTURE DIAMETER OF NEO NEGLIGIBLE 'l.-�I GRATER THAN OR EQUAL TO 5 INCHES AND AMOUNTING HEIGWOF I1 FEET OR LESS, TRANSFROMER ,"" ---... ---- .{ GFCI PROTEC-TED RECEPTACLE MOUNTED IN CEILING ! NEC NATIONAL ELECTRIC CODE III.60IWATTS PER SOCKET FOR LUMINAIRES WITH HOUSINGS OR TRIMS WITH AN APERTURE DIAMETER OF qAp„£ g tAp /yp^(fcd7 Y -j Ct1p Ipg7 C'q RL`A1TC's GI PROTECTED RECEPTACLE PAN NON-METALLIC ( �I e -a GREATER THAN OR EQUAL TO 5 INCHES AND A MOUNTING HEIGHT OF GREATER THAN II FEET BUT LESS ' PV'dlfld iJPV1 COVL_?"l ilLt.Y10111i.7V E 1 S THAN 15 FEEIR OR 1175 WATTS PER, SOCKET FOR LUMINAIRES WITH HOUSINGS OR TRIMS MTN AN D NO. 312 UNDERGROUND PULL BOX f1T1 i NTS MOTTO SCALE 1 „ i APERTUREDIAMETER OF GREATER THAN OR EQUAL T053NCHE'S AND AMOUNTING HEIGHT SIF 15 FEET `n'VJP GFCI PROTECTED RECEPTACLE 1 PB PUSH SUTTON 1 -' ORMORE, Wf WEA7H ERPROOF COVER POC POINT OF CONNECTION!I 0�',� -- - -� ! C. FOR LUMINAIRES DESIGNED TO ACCOMMODATE A VARIETY OF TRIMS OR MODULAR COMPONENTS THAT ELECTRICAL SERVICE PEDESTAL PVC POLYVINYLCHLORIDE � -.._., i ALLOW THE CONVERSION BETWEEN SCREW -BASED AND PIN -BASED SOCKETS WITHOUT CHANGING THE i Q JUNCTION BOX (5CH®ULE 40 UNLESS OTHERWISE NOTED! - LUMINiA€RE HOUSING OR WIRING, THE HIGHEST WATTAGE DESIGNATED BY THE CORRELATED MARKING ON I RMC RIGID METALLIC CONDUIT 9 NOT USED A PERMANENT, PRE-PRINTED, FACTORY4NSTALLED LABEL ON THE LUMINAIRE HOUSING SHALL BE USED. i IRRIGATION CONTROLLER SPEC SPECIFICATIO S 'I INTERIOR WIRING PEP L41TTED TO BE TYPE PAA CABLE IN ACCORDANCE WITH NEC: ARTICLE 334 AND RECESSED ELECTRICAL PANEL } D. FOR LUMINAIRES WITH LIME VOLTAGE LAMP HOLDERS, 718E FACTORY -INSTALLED WATTAGE LABEL 'STILE 24 CALIFORNIA BUILDING ENERGY CODE • TIME 24 SHALL NOT CONSIST OP PEEL -OFF OR PEEL -DOWN LAYERS OR OTHER METHODS WHICH ALLOW THE j LOCAL CIS Ih! ONE- AND TNJG FAMILY AND MULTIFAMILY DWELLINGS OF TYPE N7, N, AND V SURFACE MOUNTED ELECTRICAL PANEL VD VOLTAGE DROP �2) 1C -POLE LIGHTING CONTACTOR, 2CA (MIN), 120V COIL RATED WATTAGE TO BE CHANGED AFTER THE LUMINAIRE HAS BEEN SHIPPED FROM THE MANUFACTURER. : CONSTRUCTION. IN OTHER TYPES OF TYPE 111, IV, AND V CONSTRUCTION NM CABLE MAYBE WP WEATHERPROOF I - ! 2. THE WATTAGE OF LUMINAIRES WITH PERMANENTLY INSTALLED OR REMOTELY INSTALLED BALLASTS ACCEPTABLE EXCEPT FOR EXPOSED IN ACCESSIBLE DROPPED OR EXPOSED CEILINGS OR WHERE SQUARE-D#SS03-LG1OO4-VtGZ OR EQUAL SHALL BE THE OPERATING INPUT WATTAGE OF THE RATED LAMPIBALLAST COMBINATION PUBLISHED 1N PROHIBITED IN NEC 334.72. CONTRACTOR TO VERIFY NM CABLE WIRING METHOD NTH AUTHORITY WR WEATHER RESISTANT I,. �` ' XFMR TRANSFORMER r r• MANUFACTURER'S CATALOGS BASED ON INDEPENDENT TESTING LAE REPORTS AS SPECIFIED BY UL 1598. HAVING JURISDICTION PRIOR TO BIDDING THE JOB, MINPMUM WIRING SIZE PER THE 60 DEGREE C A57RONOMI.:At TIME .,LOCK &AU'PUP,4.4I1C'iIME SW,TCH T'HE WATTAGE OF A COMPACT FLUORESCENT OR HIGH INTENSITY DISCHARGE LUMINAIRE THAT CANr INTERMATIC# ET801 AC OR APPROVED EQUAL COIL LAW OF NEC TABLE _ 1 10, PRIB)M 6) (I.E. #12 DO FOR 20A CIRCUIT BREAKERS). ACCOMMODATE A RANGE OF WATTAGES WITHOUT CHANGING THE LL"INAIRE HOUSING, BALLAST, OR - TARING SHALL BE THE LARGER OF THE INSTALLED WATTAGE, OR THE AVERAGE WATTAGE OF THE 2. ALL WIRING TO COMPLY METH NEC ARTICLE 300, CONDUCTORS SHALL BE INSTALLED IN CODE OUTDOOR LIGHTING ON AND OFF BY PHI .L (DESK - LAMPIBALLAST COMBINATIONS FOR WHICH THE LUM MAIRE IS RATED, APPROVED RACE'WA'YS AS REQUIRED. DAWN . ) T 3THEWATTAGE OF INE•VGLTAG LIGHTING TRACK AND PLUG-IN BUSWAY WINCH ALLOWS THE I, 3. INSTALL THE E THSYSTEMCONSTRUCTIONMEANS METHODS AND, MAEDONOF LUMINAIRES WITHOUT ALTERING THE WRING OF THE SYSTEM SHALL BE ACCORDANCE BIRTH THE MANUFACTURERS SPECIFICATIONS IINSTRUC'ON5, TRADE STANDARDS, DETERMINED BY ONE OF THE FOLLOWING METHODS: AND APPLICABLE NATIONAL AND LOCAL CODES.ELE(Y R CAL SYMBOL LEGEND : ND ABBREVIATIONS CONTROL WIRING SHlAIs ATHE WATTAGE OF LINE VOLTAGE BUSWAY AND TRACK RATED FOR MORE THAN 20 AMPERES SMALL BE THE TOM VOLT-AMPERE RATING OF THE BRANCH CIRCUIT FEEDING THE BUSWAY AND TRACK. ' 4. PROVIDE ALL LABOR, MA LIBERALS, TOOLS. PERh4 TS, FEES, TRANSPORTATION, ETC 1'4 PRt}V)DE 7"HE B. THE WATTAGE OF LINE VOLTAGE BUSWAY AND TRACK RACK RATED FOR 3@ AMPERES OR LESS SHALL BE DETERMINED BY ONE OF THE FOLLOWING METHODS: OWNER A OOkIPLETE AND FI,gBCTIpP81NG ELECTRICAL SYSTEM TO THE OWNERS SATISFACTION. L THE VOLT-AMPERE RATING OF THE BRANCH CIRCUIT FEEDING THE TRACK OR BUSWAY; OR5. DRAWINGS ARE NECESSARILY DIAGRAMMATIC BY THEIR NATURE AND ARE NOT INTENDED TO SHOW I WI. THEWA IGHER OF THE RATED AGE OF ALL OF THE LUMINAIRES INCLUDED IN THE SYSTEM WHERE EVERY CONNECPON IN DETAIL OR EVERY PIPE OR CONDUIT IN ITS EXACT LOCATION, CAREFULLY I „ F H TT t 1 •II F - ---+j WATTAGE R REINED ACCORDING TO SECTION 130{Dp1, 2, 4, 5, ORO AS APPLICABLE, OR 45 WATTS INVEuTIGATE STRUCTURAL AND HWhI..H CONDITIONS AND COORDINATE THE SEPARk TE IRIDES IN PER WHEN EN US FOOT' OR ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS PHASES OF WORK. ORGANIZE AND LAYOUT' :tI EGTA USING AN INTEGRAL CURRENT LIMITER, THE HIGHER S THE VOLT-AMPERE RATING OF AN WORK 50 THAT IT WILL BE CONCEALED IN WAILS, FURRED CHASES, ANC CEILINGS, ETC., IN FINISHED !j -9 ELECTRICAL SERVICE PEDESTAL €PiTE CURREHTL€MITEE*i CONTROLLING THE TRACK OR BUSWAY, OR 12.5 WATTS PER LINEAR FOOT PORTIONS OF THE BUILDING, UNLESS SPECIFICALLY NOTED TO BE EXPOSED. INSTALL ALL WORK f 1201MOV. 10, 3W OF TRACK OR SUBWAY, PROVIDED THIEF THE INTEGRAL CURRENT UM#TER COMPLIES WITH SECTION 2-POAl2PCIFOUTBREAKERMAIN 11S(L);OR PARALLEL OR PERPENDICULAR TO SUKTXNG LINES UNLESS OTHERV41SE NOTED. (' ,ij;- fAETER. >[;CKEf 42,000 A.IC SERIES RATED (MAXIV NU5IdGADEDICATED TRACK ItffiHTMG SUPPLEMENTARY OVERCURRENT'PROTECTION PANEL, $. HALF SIZED OR TANDENA_r IRCL4T BREAKERS MAY BE USED ONLY IF THE ELECTRICAL EOUkPMENT IS .� .i -'?-L, - PACIFIC UTILITY PRODUCTS#USP2(PPA22O0-112CT8-SD-SS OR APPROVED EQUAL THE SUM Of THE AMPERE UO RATING OF ALL OF THE OVERCURFUR TPROTECTION DEVICES TIMES THE LISTED TO RECEIVE SUCH DEVICES. NTH ASTRONOMICAL TIME CLOCK CON &&POLE CONTACTOR L' ) r ^` BRANCH CIRCUIT VOLTAGES. THE PANEL SHALL MEET ALL OF THE FOLLOWING REQUIREMENTS: 2O.25uNX 16.5"D X48'7 -I - - _. G }--MIME CLOCK SECTION IDT IR; D 7. r A. BE LiSi-Eiy ke DEFINED lIy S RECESSED LIGHTING FIXTURES bL9TFE DETECT CONTACT WITH INSUIRTIOCd SMALL BE TYPE IC (LISTED .i S. BE USED ONLY WITH LINE VOLTAGE CK LIGHTING: AND Y RECOGNIZED TESTING AGENGY). RECESSED PIOPFTYPE €C FIXTURES SMALL HAVE A MINIMUM OF B TC . - C, BE PERMANENTLY INSTALLED IN AN ELECTRICAL EQUIPMENT ROOM, OR PERMANENTLY INSTALLED i Y CLEAR FROM INSULATION AND 1"FROM COMBUSTIBLE MATERIALS (NON -TYPE IC RECESSED :I ECr 41 LTG ADJACENT TO THE LIONEWEI PANEL BOARD PROV1DiNG SUPPLEMENTARY OVERCURRENT PROTECTION I FIXTURES ARE NOT PERMITTED IN RESIDENTIAL UNITS). l r\ FOR THE TRACK LIGHTING CIRCUITS SERVED BY THE SUPPLEMENTARY OVER CURRENT PROTECTION .a' a4IrTOCFi-:. I ---""'I e 'I. / { °. RECESSED UGHTiNGIN RATED ASSEIJIBUE5 SHALL BE EITHERTIREBOXED" TO MAINTAIN THE RATING 1 i� : \ PR PANEL; AND .:INCGbY - �P7 OF THE OF THE EMBLY,ZEA LISTED FIXTURE WIFW ENCLOSURE THAT MAINTAINS THE ORIGINAL O, BE PROMINENTLY OVERCU LABELS OTE "NOTICE: THIS PANEL FOR TRACK SHALL ENERGY CODE COMPLIANCE I .,i --_ i ` ., F3) 2f0 XkPC'-CU RATING OF THE %SSEMBLY. AE r GARY, THE OVERCU PROTECTION DEVICES IN THIS PANEL SMALL ONLY BE REPRICED @AIH THE unu•� c,�' 1 _ USE 2KV CONDUCTORS_ i j„ :__ , _O O SAME OR LOWER AMPERAGE. NO OTHER OVERCURRENT PROTEC97VE DEVICE SHALL BEADOED TO THIS r } :- -TCT .?.Ivn -..._ �., { __- �_. ___.._(i. _._-..._._.__.1 .___ _____._ LGN .__ _ S. RECESSED ELECTRICAL PANELS 9N RATED ASSEMBLIES SMALL BE'FEREBOXED"TO MAINTAIN THE C .r I!GH?NG'O 7AI2TN" ''�`� OAD SIDE rO } Y f -„OSI r,, (i)I-40O GiJD-25"PVtC CONTINADDINGUOUS AMPERE PERE REPLACEMENT OF LVOID IF* PANEL IJMNRRENTPQUIRE RRSUBVE CE{51 WITH HIGHER ' � Fu_L AREA t._ / : � � ORIGINIAM-RATTING GP iP1E ASSEMBLY. CER:: \1 r/ - o- +1- SIFT \ C NIUOUS AMPBRE RATING. WILL VOID Y'HE PANEL LISTING AND REQUIRE RE•5UBMIiPAL AND .,,;hl,.l 1., ,JMEGP. *''l' 1 _ RE -CERTIFICATION OF CALIFORNIA TITLE 24, PART 6 COMPLIANCE DOCUMENTATION." j 10. ALL PENETRATIONS (ELECTRICAL BbXE5, CABLE. CONDUIT, ETC..:C� J THROUGH RATED I iL RY ';TEs: 4. THE VfATTAGE OF LUMINAIRES OR LIGHTING SYS WITH PERMANENTLY INSTALLED OR REMOTELY SHALT 8E SEALED OR FIRE STOPPED TO MAINTAIN THE RATING OF THE ASSEMBLY WITH A LISTED FIRE -W : h1CUrRAL nUs e' r AND h'..<, L.,C s "� INSTALLED TRANSFORMERS SHALL BE DETERMINED AS FOLLOWS: STOPPING SYSTEM ILE, 3M FIRE BARRIER OR EQUAL) IN COMPLIANCE WITH DEC SECTION 712. ,:I q I /" IVt •,) G _ _ IT ! A. THE RATED WATr'ABE OF THE L.AWITRANSFORMER COMBINATION, LISTED ON A PERMANENT, ' 91 IS ---T !. i t I CP,- r0NOF FTE --- - - - -� CONTRACTOR TO INSTALL FIRE STOPPING SYSTEM PER MANUFACTURERS INSTRUCTIONS AND fi : BOND TO PRE-PRINTED, FACTORY4NSTALLED LABEL, AS SPECIFIED BY UL 2108, AND SPECIFICATIONS. 1 ESIAL ALL METAL B, FOR LUMINAIRES OR LIGHTING SYSTEMS WITH TRANSFORMERS RATED GREATER THAN 53 WATTS, THE f EC�BTF,L : , �� FACTORMSTALLED WATTAGE LABEL SHALL. NOT CONSIST OF PEEL -OFF OR PEEL -DOWN LAYERS OR 11. ALL LIGHTING SWITCHES SHALL BE RATED FOR 120-277V, "DECORA" STYLE, AND WHITE UNLESS GPUC CLAIP LYTM­ y PIPING OTHER METHOD WHICH ALLOW ED WATTAGE TO Bf CHANGED AFTER THE LUMINARE ORSPECIFICATIONS.GTHERVSE NOT I THE PIANS OR OWNERS rG" TrE OUR"OSE __. LIGHTING SYSTEM HAS BEEN SHIPPED FROM THE MANUFACTURER r ryr r - 4 I 92. ALL GENERAL USE RECEPTACLES SHALL BE NEW 5-158, TJE4'QRA' STYLE, AND WH{ TE UNLESS $= THE WATTAGE Of LIGHT EMITTING DIODE ICED) LUMINAIRES, OR LED LIGHT ENGINE WITH INTEGRAL OTHERWISE NOTED IN THE PLANS OR OWNERS EPEQ4FIGATIpNS. r. I r H INKS MAXIMUM RATED INPUT WATTAGE A THE SYSTEM WHEN TESTED E 'A.Pv c EE.. n,PTL 4Ea LI.IME I EATS HALL THE MLR W - , , ACCORDANCE INCE REFERENCE JOINT APPENDIX dA:B. THE MAXIMUM RATED INPUT WATTAGE SHALL BE o .- :. ! FG : --- C I ,i I Lt DIA �( t ,rvN!11 C O WITH E 1,. ALLbP PER NECE.S. OUTDOOR RECEPTACLES IN DAMP AND AL WR WEATHER RESISTANT - LISTED ON k PERMANENT, PRE-PRINTED, PACTQRY-INSTALLED LAME. '�' ^^•'^ .FII. T`EF IC_r 5(IT m- TYPE PER NEC 4�v9. OUTDOOR RECEPTACLESM DAMP LOCATIONS SMALL HAVE WEATHERPROOF s. THE GS OF QE OF ALL OTHER MISCELLANEOUS LIGHTING EQUIPMENT SHALL BE THE MAXIMUM RATED ; , .: €; 7 Yf h ...D tiLT:"DD COVERS. OUTDOOR RECEPTACLES M PJEF LOCATIONS SHALL HAVE "IN -USE" TYPE WEATHERPROOF ' WATTAGE OF THE LIGHTING EQUIPMENT, OR OPERATING INPUT WATTAGE OFTHE SYSTEM, LISTED DNA & k2Vl -.E� _- ON -)-I COVERS. I � ' PERMANENT, PfFE•PRINTED, FACTORY4NSTALLED LABS, OR PUBLISHED IN MANUFACTURER'S CATALOGS, C NILx Til CON-)- : BASED ON INDEPENDENT TESTING LAB REPORTS AS SPECIFIED BY UL 1574 OR UL 1598. \ -- - -:'" I'--'Ij-- ! 54. ALL EXTERIOR JUNCTION BOXES SHALL BE LISTED k8 WEATHERPROOF WITW WEATHERPROOF {E} CALIFORNIALAMPS, LUMINAIRES, AND ADAPTORS, OU -24 LAMPS, LUMINAIRES, AND ADAPTORS INSTALLED IN 1 COlaERS. -LOAD CONDUIT 1 f IFORSHALL MEET THE FOLLOWING REQUIREMENTS: \i. LAMPS WITH GU -2A BASES SHALL HAVE A MINIMUM EFFICACY NO LOWER THAN SPECIFIED IN TABLE i 16. ALL ELECTRICAL EQUIPMENT AND DEVICESSHALL BE NEW AND SUPPLIED WITrI ALL THE NECESSARY I,10310Roxf 500- 1+FITTINGS, ATTACHMENTS, AND ACCESSORIES FOR COMPLETE INSTALLATION. F r„TR,ID.- 2. THE WATTAGE OF LUMINAIRES 41ITN GU -24 LAMP MOLDERS SMALL BE THE OPERATING INPUT WATTAGE I 16. HIGH EFFICACY LUMINARIES SHALL BE DEFINED AS FOLLOINCA) LUMENSPER WATT (FGR LAMPS 5W AS LISTED ON A PERMANENT. PRE.PRINTED, PACTORY4N5TALLED LABEL ON THE LUMINAIRE HOUSING, AS FPrti VIE'S1 DEV EEL, SPECIFIED BY BE. LUMINAIRES WITH GU -24 LAMPHOLDERS SHALL NOT 2E RATED FOR ANY LAW OR ( OR LESS) SIO LUMENS PER WATT (FOR LAP.9P5 6W-15VS15Q LUMENS PER WATT (FOR LAMPS 184ti-IOW} ------_ _. --_ r _ -- _ --- LIGHTING SYSTEM THAI HAS AM EFFICACY SHALL THAN SPECIFIED A TABLE NEN 17. BASES L9 AND CANDELABRA BASED SCREW -{N I„gMP,s DO NOT COAL AS 1�IGH EFFICACY. ;J1h24 PIN C LUMINAIRES NTH ANY ORLIG LIGHTING SYSTEM NOT HAVE MODULAR COMPONENTS ALLOWING !. BASES OUALIF`!AS HIGH EFFICACY. -- CONVERSION TO ANY LAMP OR LIGHTING SYSTEM THAT HAS AN EFFICACY LOWER THAN SPECIFIED IN 18 ALL WALL FIXTURESIN SHALL BE INSTALLED SUCH THAT THE LOVJESTPOR PON OF THE FIXT IRF_ T- TRUCE 158-Q:, (� r® r- ra as r - �y «/1 p��A p,p ELECTRICAL PEDESTAL DETAIL f ELECTRICAL PEDESTAL P1 SINGLE LIME V}AGRH.9N9 4.THERE LINEVSHALL TAGE ADAPTORS THAT CONVERT,OR TO YLIGHOOR SYSTEM MTHAT HAS I PROTRUDING >4"IS NET ABOVE THE FINISHED GRADE ORH CHER. OTHER THAN VOLTAGE SOCKET OR LAMP HOLDER, OR TO ANVLIGMT9NG SYSTEM THAT HAS AN EFFICACY 19_ REFER TO PLUMBING, HVAC, LOW VOLTAGE, COMA�I'UMCAT ION, ACCESS CONTROL, INTERIOR DESIGN, .____..______- _ _._____ - __._.. .__._.__ LO THAN SPECIFIED IN TABLE 150.0. ! AND ARCHITECTURE DRAWINGS AND PROVIDE ALL REQUIRED CONTROL WIRES, ftEWAYS, DISCONNECTS, STARTERS, CONDUITS, TIME STM TCHES, AND OUTLETS REQUIRED. ALL WORK AND MATERIALS INDICATED IN THE ABOVE CONSULTANTS DRAWINGS AS SUPPLIED BY THE ELECTRICIAN -r_ r._q___.I ALL BE PROVIDED UNDER THIS SCOPE OF WORK. h?ON-RJCi'I'f�9 NTAif MANDATORY A'R hlfi fl TO Ci lrrr° EA,CS'UREL�,' +L I 29. ELECTRICAL SYSTEM TO BE GROUNDED PER NEC ARTICLE 250. PVV9i+ L. 43 L1LIF. tY!fL- IVIfifVLliY 4Jfl I W I I 21. REFER TO ACOUSTICAL ANALYSIS t SPECIFICATIONS; PROVIDE PUTTY PADS OR TITHER SYSTEMS AS REQUIRED FOR SOUND ATTENUATION. 22. ELECTRICAL DEVICES INSTALLED ON OPPOSITE SIDES OF WALLS SHALL BE SEPARATED BY MINIMUM OF +� .q �+CALIFORNIA_ w ('} ,r^. WILK NO] IN IIIE SAME SfEDBAYI.IFDEVICES ARE C€OSERTIJAPI 24- OR THE BOX SIZE EXCEEDS 16 SON, ! .. ® 20 6 CR A ELECTRIC CODE'CEL:) i THChaEN PUPI TY XCCADS(ONSI NI OR FIRE BARRIER) OFW REQUIRED QUIREN ORTYPADSAREES.IF HE DENSITY FOR I OF OIRETEE PANEL. SCHEDULE DI eE P1 9016 f Aj IFO I\1IA BUILDII'� CODE (CBC} WALL ,IUIOUNTINCG: FRELSTAN DING 'VOLTAGE: 1.201240 _- BUS RATING:2i}0A, !TYSERVICE PEDESTAL TI ALL EQUIPMENT SHALL BE USTED BY A RECOGNIZED TES RED AGENCY AND SUPPORTED ACCORDING TOAPPLICABLE OSHA REOU{REMENTS. PFLASE:1 24. CONTRACTOR TO WARRANTY ALL WORK COMPLETED FOR A PERIOD OF ONE YEAR AFTER THE ADZ;42K,AICSERIE5 RATED ENCI dSCtR. NEMA 3-R SFFlIN LESS STt:EI WIRES, 3 ----. ----. ----. ----. ---_ ._._..-... _ _ DISTRIBUTION: 32112 1 MAIN- 20111/2P 11 APPLICABLE ODES 25. CONTRACTOR TO PROVIDE THE OWNER(1)SET OF'AS-BUILT DRAWINGS FOR THE OWNERS RECORD AT THE COMPLETION OF THE JOB. 26. CONTRACTOR TO CONFIRM ALL LOW VOLTAGE CABLING FROUIREMENTS PRIOR TO BIDDING THE JOB, C" T -_- DESCRIPTEON 27. TRIP NOTE I A 1 Ls �- __- (SES=11IPTIt7N hi TRIP Ci(T 1 PARTING LOTLIGHTING _ _ 20A I 3.:5 1.00 175 WATTS IN HARDSCAPE AREAS INCLUDING PARKING LOTS, BUILDING ENTRANCES, SALES AND CONTROL WIPE 1 i:e4 2 2 DISTRIBUTION. TO COMPLY WITH THIS REQUIREMENT, THE LUMINARS SHALL BE RAPED CUTOFF IN A 4 j > PAR.{ WAI K LIGHTING 244 ( 3.58 400 _. IRRIGATION CON'TRO LER I 5 PARK WALK LIGHTING FIT IN TINE AC 7U,AL SPACE PRIOR TO ORDERING THE EQUIPMENT. LIDA PER 1000 LAMP LUMENS DOES NOT NUMERICALLY EXCEED 25 AT ON ABOVE A'AMRTICAL ANGLE 4.0'0 ICA : OF 40 DEGREES ABOVE NADIR, AND 100 AT OR ABOVE A VERTICAL ANGLE OF 80 DEGREES ABOVE NADIR. " 0' JT DOORRECEPTAf UG NADIR IS IN THE DIRECTION OF STRAIGHT DOWN, AS 4ULD BE NDICATED BY A PLUMB LINE, 90 DEGREES R ! 7 PARK. WAIF LIGHTING 20A '. EXEMPTED FROM THE 6 POSSIBLE EXCEPTIONS. SEE SECTION 13216) 7 OU 400-0 BOOSTED PUMP PROVIDE THE OWNER VVI THICOPY OF ALL OPERATION AND PAN YENANCE MANUALS FOR LIGHTING, @ CONTROLS FOR OUTDOOR LIGHTING. ALL PERMANENTLY INSTALLED OUTDOOR LIGHTING SMALL BE H .__. ._.._._._.._. CONTROLLED BY A PNOTOCONTROL OR ASTRONOMICAL TIME SWITCH THATAUTOMATICALLY TURNS OFF 32. LABEL ELECTRICAL SERVICE EQUIPMENT WITH iHF_P,4AXIMUM AVAILABLE FAULT CLFBREN'CAT'THE THE OUTDOOR LIGHTING WHEN DAYLIGHT 15 AVAILABLE UNLESS EXEMPTED FROM THE EXCEPTION. SEE INCOMING TERMINALS OF THE: EQUIPMENT PER NEC 110,224 ______.._._.._....®__________. i S - 0Al2P 9 FLAGPOLE B: SIGN UQHTING 20A 150 4000 240L, _ 10 i1 0,001 47.110 12 :c3 DCv� Z'.r B(iI - 'SUBPANEL"PR" 14 100,+�/2P I F CIPS PER UNE 78,25 YI 74,S8 6 SUB,OTALKVA. 1S.- 18.34 KVA @ 125%ILCLJ ---- ___- , E TOT'ALM,NIMUM FFFDFR.g7EfAMPS)1 ____ _..r__ 95.52 -.___._._ 2252 ___ _ - KVA(TOIAL LGFD'R; POTES: 1 REFER TO THIS SHEET FOR"COUNTROLWIRING SCHEMATIC" f2 VERIFYEXACT LOCATION WITH IRRIGAT ON PLANS. COORDIANTE WORK WITH IRRIGA-10NI INSTA:EER. J ESTIMATES COADVERIPY WITH NAME P -ATF VERINEY,ACT.{)CATION. , cs r + 201 CALIFORNIA ENERGY CODE (TITLE 24) 23. � TI ALL EQUIPMENT SHALL BE USTED BY A RECOGNIZED TES RED AGENCY AND SUPPORTED ACCORDING TOAPPLICABLE OSHA REOU{REMENTS. 24. CONTRACTOR TO WARRANTY ALL WORK COMPLETED FOR A PERIOD OF ONE YEAR AFTER THE OWNERS ACCEPTANCE ELATE, ANY LABOR OR MATERIALS REQUIRED TO CORRECT FAULTY OR ----. ----. ----. ----. ---_ ._._..-... DEFECTIVE WORK WI THIN THE WARRANTY PER OD SHALL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR. 11 APPLICABLE ODES 25. CONTRACTOR TO PROVIDE THE OWNER(1)SET OF'AS-BUILT DRAWINGS FOR THE OWNERS RECORD AT THE COMPLETION OF THE JOB. 26. CONTRACTOR TO CONFIRM ALL LOW VOLTAGE CABLING FROUIREMENTS PRIOR TO BIDDING THE JOB, Y OUTDOOR LIGHTING. ALL PERMANENTLY INSTALLED OUTDOOR LUMINAIRES EMPLOYING LAMPS RATED 27. PROPERLY LABEL ALL ELECTRI CAL ROOMS 7 CABINETS, ELECTRICAL PANELS,. TIME SWI TCHES, PANEL OVER IW WATIS SHALL EITHER: HAVE A LAMP EFFICACY OF AT LEAST 60 LUMENS PER WATT; OR BE SCHEDULES, AND MULTEGANG METERS. PROVIDE ALL LABELING AND PLAQUES SPECIFIED IN THE CONTROLLED BY MOTION SENSOR UNLESS EXEMPTED FROM THE 8 POSSIBLE EXCEPTIONS. SEE CONTRACT DOCUMENTS. SECTION 432 28, PROVIDE A MINI MUM OF A 4FTXBFTX3141N FIRE RA TED PLYWOOD BACKBOARD WITH A MB COPPER CMINj E LUNiNARM CUTOFF REQUIREMENTS. ALL OUTDOOR LUMINAIRES THAT USE LAMPS RATED GREATER THAN GROUND BONDED TO BUILDING GROUNDING SYSTEM A14D A DEDICATED DUPLEX RECEPTACLE 175 WATTS IN HARDSCAPE AREAS INCLUDING PARKING LOTS, BUILDING ENTRANCES, SALES AND PROTECTED BY A 20A/1 In CIRCUIT AT TWE MAIN POINT OF ENTRANCE FOR THE CATV I PHONE NONGALES CANOPIES, AND ALL OUTDOOR BALES AREAS SHALL BE DESIGNATED CUTOFF FOR LIGHT PROVIDERS. DISTRIBUTION. TO COMPLY WITH THIS REQUIREMENT, THE LUMINARS SHALL BE RAPED CUTOFF IN A 29, SWITCHGEAR 01MENGDNS ARE BASED ON THE APPROXIMATE DIMENSIONS OF THE MANUFACTURER PHOTOMETRIC TEST REPORT THAT INCLUDES ANY TILT OR OTHER NON -LEVEL MOUNTING CONDITION OF SPECIFIED I N THE PLANTS. I T IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE EQUI PMENT WILL THE INSTALLED LUMINAIRE. CUTOFF 18 A LUMIMAiRE LIGHT DISTRIBUTION CLAS53FICATION WHERE THE FIT IN TINE AC 7U,AL SPACE PRIOR TO ORDERING THE EQUIPMENT. PER 1000 LAMP LUMENS DOES NOT NUMERICALLY EXCEED 25 AT ON ABOVE A'AMRTICAL ANGLE . ' OF 40 DEGREES ABOVE NADIR, AND 100 AT OR ABOVE A VERTICAL ANGLE OF 80 DEGREES ABOVE NADIR. 30. CONTRACTOR SHALL REVIEW THE ELECTRICAL, AND OTHER CONSULTANTS DRAWINGS PRIOR TO NADIR IS IN THE DIRECTION OF STRAIGHT DOWN, AS 4ULD BE NDICATED BY A PLUMB LINE, 90 DEGREES STARTING ANY WORK AND INFORM THE ENGINEER OF ANY DISCREPANCIES, UPN SSIONS, OR IF ABOVE NADIR IS HORIZONTAL, 80 DEGREES ABOVE NADIR IS 10 DEGREES BELOW HORIZONTAL UNLESS CLARIFICATIONS ARE REOUI RED TO COMPLETE THE INSTALLATION PRIOR TO COMMENCING THE WORK, EXEMPTED FROM THE 6 POSSIBLE EXCEPTIONS. SEE SECTION 13216) 31. PROVIDE THE OWNER VVI THICOPY OF ALL OPERATION AND PAN YENANCE MANUALS FOR LIGHTING, @ CONTROLS FOR OUTDOOR LIGHTING. ALL PERMANENTLY INSTALLED OUTDOOR LIGHTING SMALL BE LIGHTING CONTROL, AND ELECTRICAL SYSTEMS. CONTROLLED BY A PNOTOCONTROL OR ASTRONOMICAL TIME SWITCH THATAUTOMATICALLY TURNS OFF 32. LABEL ELECTRICAL SERVICE EQUIPMENT WITH iHF_P,4AXIMUM AVAILABLE FAULT CLFBREN'CAT'THE THE OUTDOOR LIGHTING WHEN DAYLIGHT 15 AVAILABLE UNLESS EXEMPTED FROM THE EXCEPTION. SEE INCOMING TERMINALS OF THE: EQUIPMENT PER NEC 110,224 FOR LIGHTING OF BUILDING FACADES, PARKING LOTS, SALES AND NON•SALES CANOPIES, ALL OUTDOOR. �'�' ITIS PROHIBITED TO SHARE NEUTRAL CONDUCTORS FOR THREE SINGLE PHASE CIRCUITS PER NEC 2004. SALES AREAS, AND STUDENT PICK -OFF WHERE ZONES BERE TWO OR MORE LUMINAIRES ARE USED, AN AUTOMATIC TME SWITCH SHALL BE INSTALLED THAT IS CAPABLE OF I1) TURNE40 OFF THE LIGHTING 34. ALL CABLE TRAYS CONTAINING TYPE BE, MC, Nil, OR RIGS SERVICE ENTRANCE CABLES MUST BE WHEN NOT NEEDED AND (2) REDUCING THE LIGHTING POWER(IM LABELED'CABLE TRAY CONTAINS SERVICE ENTRANCE CONDUCTORS', WATTS) BY AT LEAST 50 PERCENT BUT NOT EXCEEDING 80 PERCENT OR PROVIDING CONTINUOUS DIMMING CONTRACTOR TO PROVIDE SUBMITTALS FOR ALL ELECTRICAL EQUIPMENT. ELECTRICAL MATERIALS THROUGH A RANGE THAT INCLUDES 50 PERCENT THROUGH 80 PERCENT REDUCTION UNLESS EXEMPTED AND LIGHTING FIXTURES FOR APPROVAL PRIOR TO ORDERING. FROM THE 8 POSSIBLE EXCEPTIONS. SEE SECTION I TEC)2 THIS CONTROL SHALL MEET THE REQUIREMENTS OF SECTION 11 SID). ELECTRICAL PANIEL SCHEDULES 8 OUTDOOR LIGHTING MANDATORY MEASURES GENERAL ELECTRICAL. NOTES 2 P`- A CANDELA UGH'fING DESIGN I ELECTRICAL ENGINEERING 272 C1 Calle. III WIN Dana Point CA 92624 Ph.9 9.20±.1333 candeiaengineer4lg.rom Ivo 20627 EX' CS/3 /-10 } I 4 I I zI I 1 55'', ! i Uj CL i I }- : ' 1 � ! p y � LLJ ��rrw i I I i o . Lu ca U Lon 0 inW Go W DO 3 1 I0 , i TM co CD 0 uj UJ z Lun OILf uj r ii 0. ED CID DRAWING TITLE: ELECTRICAL DETAILS AND NOTES DESIGNED RB DRAWN RB I CHEC KECI DD DATE 02/26/2019 JIDBNO. X5-034' CAD FILE I SHEET NUMBER 1. I � 38 OF 70 SHEETS �= I III..- SCALE: V = 40'-D" 1. ALL UNDERGROUND SITE LIGHTING CONDUCTORS TO BE #12 AWG COPPER (THHN OR TH41N-2S IN 914" SCHEDULE 40 PVC CONDUIT UNLESS OTHERNASE NOTED IN THE PLANS. MINIMUM COVER REQUIREMENTS PER NEC TABLE 300.B (I.E. 24" BELOW STREETS, 16" IN LANDSCAPING, ETC.,.) 2ANSTALL (2} i"CONDUITS 0,111NIMUM) FOR FUTURE USE FROM EACH HOUSE PANEL OUTSIDE OF THE BUILDING FOUNDATION. 3. INSTALL A MINIMUM OF %"CONDUIT FROM THE ELECTRICAL SERVICE EOU(PMENT TO THE FIRST STREET LIGHT. 4, REFER TO STRUCTURAL PLANS (BY OTHER) FOR STRUCTURAL. POLE BASE DETAILS FOR ALL POLE LIGHTING FIXTURES. S. UNDERGROUND PULL BOXES ARE TO BE SIZE 3-112 CONCRETE PULL BOXES. ADDITIONAL PULLBOXES MAY BE ADDED TO FACILITATE PULLING OF CONDUCTORS DURING INSTALLATION. PULLBOX COVER SHALL BE BE MARKED "ELECTRICAL°_. 6. REFER TO DRY UTILITY PLANS (BY OTHER) FOR JOINT TRENCH DESIGN. � � J 95N n iRlK NG POLE ,HT OP, lb— POLE TYPE IIr MTIN D R9UTIC'N HPE IA9 C� N f "F'+--" OLEO SVS 6 U " -u-... 4EUR CEGREE K 45x11 ! I NIPOLE ION 1b ILLS tIdLI LICHH IN'D ICUHON -LO IM/P5V0-" r� M1UK fFTM1 IIn L1 40n L, DFGPFC E4C --INDI,ISH Rk: FIBY OVVfdER U LIGH: EA# 5 N4 -r.5 1 -3GCSL pon LEJ 9V O' NFR $ SINGLE POLE SWITCH WR RATED -GFCI PROTECTED RECEPTACLC )AWP VV/WEATHERPROOF COVER (+18- AFF) w JUNCTION BOX PER C.0 9 DETAILS 231, 23.2. PEs GROUND J UNDERGROUND PULL BOX folItIl ELECTRICAL PANEL LOYUVOLTAGE LIGHTING TRANSFORMER IT IRRIGATION CONTROLER LOW VOLTAGE WIRE NOT SHOWN FOR LEGIBILITY CONTRACTOR TO CONNECT LOW VOLTAGE LIGHTS TO NEAR BY TRANSFORMER. ELECTRICAL KEY NOTES NOT USED NOT USED EII GFCI PROTECTED IfUR'LABELED RECEPTACLE IN 3 'WEATHERPROOF BOX IMTH COVER. REFER TO DETAIL BELOW. IRRIGATION CONTROLLER. REFER TO IRRIGATION PLANS FOR DETAILS. VERIFY LOCATION INDICATES PANEL NAMEAND CIRCUIT NUMBER INSTALL: 6.12c (2) #10 THHNTTHVVN-CU & (1) #10 CU-GND IN (314) PVC $CH 40 r- INSTALL (2) #12 THHNITHWN-CU & (1) #12 CU-GND IN (314') PVC SCH 40 ACE MANUFACTURING METALS LTD. - METAL POWER PEDESTAL WITH LOCKING COVER TIELiiC°,P 6" WN LV'NV0,YAGE ,"�0 L:=rE 4RL CAIB17cG C2JRA_tdP.BL— R IGID METAL ..ONU- ;T — CR ON TN TATE ^aEna T_ Cc.ON3.::T VO FT LI C RAC r \Y— y iL' CONI -d: ) NON 1EIALL RA( .Y C :U C -1T), RI„ 11 MF AI U DUIT AND DIRECT BURIAL CABLES OVERALL ELECTRICAL S(TE PLAN Ii PEFTs, HlHWAYS E" 7)Al r F 7 S. -A WAYS ANC PAP-:PfC LO -,S 24' `E".LE: V z 4U --u CANDELA -ENGI dRRRING— t. UCHTINC DESIGN I ELECT RICAL ENCINECRING 27201 CaI1e'uanina Dana Pnin:, CD. 92524 Ph. 949,201A 333 ..d4aangineennKcrnn ts4 S�M1 a0 10£21 L EXP V31 2C I i i I z 0 j Lij uj I �i I `^L LL 0 I Litt W CD OD Lu gyp+ 112 i �4� Z ur F- i4 Ila D Lu �® i b1 EL IL co co DRAWING TITLE: 0E LL ELECTRICAL SITE PLAN DESIGNED RB! J i DRAWN RB CHECKED -.. DD DATE 02126%2019 JOB NO X5-034 i CAD FILE. i SHEET NUMBER ES1 a1 i I j 39 OF 71 SHEETS —71 Ir r! 1 5'W I FDDlCCAT:V,-P,)S-L1GW C Fi ^OLE 83 TYPF 5 HASH IR5 H SV) LI IRPUFION U �I H�PI'�8 L 04K,.-MvB .5B "= BB T )PHANE*-D-60AK-AS-ld -B: N -S -E fy O LEE 1 4 DEGIE- K to o 16 -EF 7F1nPA I'1C LET ROLL RG 4a T I r r LGH1 N5 L 1RI£U7 )N DB nLOPIiMJ #nTLHW 10� JJHLED10� OA B:�',c tiYM 49JQ CEGPEE K r-- 3u✓e U FI F UPI 10111 D -3ACL1+o_L-Pµ; 21 A POST U LIGH: EA# 5 N4 -r.5 1 -3GCSL pon LEJ 9V O' NFR $ SINGLE POLE SWITCH WR RATED -GFCI PROTECTED RECEPTACLC )AWP VV/WEATHERPROOF COVER (+18- AFF) w JUNCTION BOX PER C.0 9 DETAILS 231, 23.2. PEs GROUND J UNDERGROUND PULL BOX folItIl ELECTRICAL PANEL LOYUVOLTAGE LIGHTING TRANSFORMER IT IRRIGATION CONTROLER LOW VOLTAGE WIRE NOT SHOWN FOR LEGIBILITY CONTRACTOR TO CONNECT LOW VOLTAGE LIGHTS TO NEAR BY TRANSFORMER. ELECTRICAL KEY NOTES NOT USED NOT USED EII GFCI PROTECTED IfUR'LABELED RECEPTACLE IN 3 'WEATHERPROOF BOX IMTH COVER. REFER TO DETAIL BELOW. IRRIGATION CONTROLLER. REFER TO IRRIGATION PLANS FOR DETAILS. VERIFY LOCATION INDICATES PANEL NAMEAND CIRCUIT NUMBER INSTALL: 6.12c (2) #10 THHNTTHVVN-CU & (1) #10 CU-GND IN (314) PVC $CH 40 r- INSTALL (2) #12 THHNITHWN-CU & (1) #12 CU-GND IN (314') PVC SCH 40 ACE MANUFACTURING METALS LTD. - METAL POWER PEDESTAL WITH LOCKING COVER TIELiiC°,P 6" WN LV'NV0,YAGE ,"�0 L:=rE 4RL CAIB17cG C2JRA_tdP.BL— R IGID METAL ..ONU- ;T — CR ON TN TATE ^aEna T_ Cc.ON3.::T VO FT LI C RAC r \Y— y iL' CONI -d: ) NON 1EIALL RA( .Y C :U C -1T), RI„ 11 MF AI U DUIT AND DIRECT BURIAL CABLES OVERALL ELECTRICAL S(TE PLAN Ii PEFTs, HlHWAYS E" 7)Al r F 7 S. -A WAYS ANC PAP-:PfC LO -,S 24' `E".LE: V z 4U --u CANDELA -ENGI dRRRING— t. UCHTINC DESIGN I ELECT RICAL ENCINECRING 27201 CaI1e'uanina Dana Pnin:, CD. 92524 Ph. 949,201A 333 ..d4aangineennKcrnn ts4 S�M1 a0 10£21 L EXP V31 2C I i i I z 0 j Lij uj I �i I `^L LL 0 I Litt W CD OD Lu gyp+ 112 i �4� Z ur F- i4 Ila D Lu �® i b1 EL IL co co DRAWING TITLE: 0E LL ELECTRICAL SITE PLAN DESIGNED RB! J i DRAWN RB CHECKED -.. DD DATE 02126%2019 JOB NO X5-034 i CAD FILE. i SHEET NUMBER ES1 a1 i I j 39 OF 71 SHEETS —71 Ir r! 1 X i� X X I mi Light Fixture identification: &t bollard iiaht `" (34 tofdl P4';: pole light ? total) r 1 I I I � I I LU I � F� r! s�3 lr CL qy.: Light Fixture identification: &t bollard iiaht `" (34 tofdl P4';: pole light ? total) r '%3 X SCALE: V= 20'-D" EXTERIOR SITE ELECTRICAL NOTES 1. ALL UNDERGROUND SITE LIGHTING CONDUCTORS TO BE 912 AWG COPPER (THHN OR THWN-2) LN 3(4" SCHEDULE 40 PVC CONDUIT UNLESS OTHERWISE NOTED IN THE PLANS. MiNISAUM COVER REQUIREMENTS PER NEC TABLE 300.5 (LE, 24" BFLOVVJ STREETS, 18" IN LANDSCAPING, ETC-) 2ANSTALL (2) 1" CONDUITS (MINIMUM) FOR FUTURE USE FROM EACH HOUSE PANEL OUTSIDE OF THE BUILDING FOUNDATION. 3, INSTALL. AMINIMUM OF 1" CONDUIT FROM THE ELECTRICAL SERVICE EQUIPMENT TO THE FIRST STREET LIGHT - 4.REFER TO STRUCTURAL PLANS+BY OTHER) FOR STRUCTURAL POLE BASE DETAILS FOR ALL POLE LIGHTING FIXTURES. S. UNDERGROUND PULL BOXES ARE TO BE SIZE 3-112 CONCRETE PULL. BOXES. ADDITIONAL PULLBOXES MAY BE ADDED TO FACILIT'AT'E PULLING OF CONDUCTORS DURING INSTALLATION. PULLBOX COVER SHALL BE BE MARKED 'ELECTRICAL'. 0. REFER TO DRY UTILITY PLANS (BY OTHER) FOR JOINT TRENCH DESIGN, LIGHTING FIXTURE LEGEND tJl Py RK filG4 E I N OF15sE Pt LE T?i"I� Gr 1v Gil I i]" I HP`S AS � J ffir 0 +nk -LL"+k Y L 11-" FLMI&ITPF) FsGiJLE r 52P _E T Vw qG DiSTR FT: T—M M'60T SPR. r.,IElk _SJ 16.C- ` 40x5 .DEGRr-E K --FIN SH BY 41114ER }� y�g�y� .NI J r )F tTWf GST Ir Tn 12f -T PULE ruR)'B'v A L ii G TP LTtON '=3 tOPltA eg PC tF tv GSM 6ak A� B 85 p Fry > T' 4f G DE,. FEE F. 6LEDDECGR111-lnrc lr-RD 4C T1 ,LL U L4A FCM -CDIGC N i7 OFH%11 9cULH9&tU. R N`J1& 0 I( -^..!^SPIN 47 DEGREE F E F1 AGFG �JPLIGIIT °� EAJ P rgC t 'n- RTAPUST P u —uG1 nT4t I� 6 MPtJiJ 1 50SL 409Jk I Er � ELEC RIi,AL DEVICE LEG,ENID SINGLE POLE SWITCH VUR RATED -GFCI PROTECTED RECEPTACLE ^J{tP VIU WEATHERPROOF COVER(+I B"AFF) G9 JUNCTION BOX PER C.O.B. DETAILS 23.1, 23.2, PB GROUND [} UNDERGROUND PULL BOX ELECTRICAL PANEL !'! LOW VOLTAGE LIGHTING TRANSFORMER IRRIGATION CONTROLLER LOW VOLTAGE WIRE NOT SHOWN FOR LEGIBILITY CONTRACTOR TO CONNECT LOW VOLTAGE LIGHT'S TO NEAR BY TRANSFORMER. ELECTRICAL KEY NOTES _.1 NOT USED NOT USED ;.I GFCI PROTECTED"WR'LABELED RECEPTACLE IN WEATHERPROOF BOX WITH COVER. REFER TO DETAIL BELOW. IRRIGATION CONTROLLER. REFER TO IRRIGATION PLANS FOR DETAILS. VERIFY LOCATION — INDICATES PANEL NAME AND CIRCUIT NUMBER ti INSTALL: (2) #10 THHNITHWN-CU & (1) 910 CU-GND IN (314° PVC SCH 40 >� ,f INSTALL: (2) #12 THHNITHWN-CU &(1;#12 CU-GND IN (314 PVC SCH 40 OUTDOOR RECEPTACLE DETAIL_ IJ SY t... ACE MANUFAC WRING METALS LTD, - METAL POWER PEDESTAL WITH LOCKING COVER MINIMUM COVER REQUIREMENTS 6"MW CW CL AGE '0 )- n+� FN CPFF T'6-� DRECl LPA D, E ?I01DME L Cjholllt 0E✓ IL COVr NQNMEI'ALL II; FRUCi W.4Y' NONMETALL:^RA EWAI [.PVC7c NCUTl, R T'Ecordr�T c\ DIP 1 U AL t ES DR 24 ELECTRICAL SITE FLAN ANDELA HNIN`3EIG •aeasem:... UCH11NC DESIGN I ELECTRICAL ENGINEER INC 21201 CaUc Juanita Dana Point, CA 92ti24 Ph, 949,20 Ll 3 33 candy wnginaering.com I 0 Lij 1 I I I � I I LU I � I � i I CL '%3 X SCALE: V= 20'-D" EXTERIOR SITE ELECTRICAL NOTES 1. ALL UNDERGROUND SITE LIGHTING CONDUCTORS TO BE 912 AWG COPPER (THHN OR THWN-2) LN 3(4" SCHEDULE 40 PVC CONDUIT UNLESS OTHERWISE NOTED IN THE PLANS. MiNISAUM COVER REQUIREMENTS PER NEC TABLE 300.5 (LE, 24" BFLOVVJ STREETS, 18" IN LANDSCAPING, ETC-) 2ANSTALL (2) 1" CONDUITS (MINIMUM) FOR FUTURE USE FROM EACH HOUSE PANEL OUTSIDE OF THE BUILDING FOUNDATION. 3, INSTALL. AMINIMUM OF 1" CONDUIT FROM THE ELECTRICAL SERVICE EQUIPMENT TO THE FIRST STREET LIGHT - 4.REFER TO STRUCTURAL PLANS+BY OTHER) FOR STRUCTURAL POLE BASE DETAILS FOR ALL POLE LIGHTING FIXTURES. S. UNDERGROUND PULL BOXES ARE TO BE SIZE 3-112 CONCRETE PULL. BOXES. ADDITIONAL PULLBOXES MAY BE ADDED TO FACILIT'AT'E PULLING OF CONDUCTORS DURING INSTALLATION. PULLBOX COVER SHALL BE BE MARKED 'ELECTRICAL'. 0. REFER TO DRY UTILITY PLANS (BY OTHER) FOR JOINT TRENCH DESIGN, LIGHTING FIXTURE LEGEND tJl Py RK filG4 E I N OF15sE Pt LE T?i"I� Gr 1v Gil I i]" I HP`S AS � J ffir 0 +nk -LL"+k Y L 11-" FLMI&ITPF) FsGiJLE r 52P _E T Vw qG DiSTR FT: T—M M'60T SPR. r.,IElk _SJ 16.C- ` 40x5 .DEGRr-E K --FIN SH BY 41114ER }� y�g�y� .NI J r )F tTWf GST Ir Tn 12f -T PULE ruR)'B'v A L ii G TP LTtON '=3 tOPltA eg PC tF tv GSM 6ak A� B 85 p Fry > T' 4f G DE,. FEE F. 6LEDDECGR111-lnrc lr-RD 4C T1 ,LL U L4A FCM -CDIGC N i7 OFH%11 9cULH9&tU. R N`J1& 0 I( -^..!^SPIN 47 DEGREE F E F1 AGFG �JPLIGIIT °� EAJ P rgC t 'n- RTAPUST P u —uG1 nT4t I� 6 MPtJiJ 1 50SL 409Jk I Er � ELEC RIi,AL DEVICE LEG,ENID SINGLE POLE SWITCH VUR RATED -GFCI PROTECTED RECEPTACLE ^J{tP VIU WEATHERPROOF COVER(+I B"AFF) G9 JUNCTION BOX PER C.O.B. DETAILS 23.1, 23.2, PB GROUND [} UNDERGROUND PULL BOX ELECTRICAL PANEL !'! LOW VOLTAGE LIGHTING TRANSFORMER IRRIGATION CONTROLLER LOW VOLTAGE WIRE NOT SHOWN FOR LEGIBILITY CONTRACTOR TO CONNECT LOW VOLTAGE LIGHT'S TO NEAR BY TRANSFORMER. ELECTRICAL KEY NOTES _.1 NOT USED NOT USED ;.I GFCI PROTECTED"WR'LABELED RECEPTACLE IN WEATHERPROOF BOX WITH COVER. REFER TO DETAIL BELOW. IRRIGATION CONTROLLER. REFER TO IRRIGATION PLANS FOR DETAILS. VERIFY LOCATION — INDICATES PANEL NAME AND CIRCUIT NUMBER ti INSTALL: (2) #10 THHNITHWN-CU & (1) 910 CU-GND IN (314° PVC SCH 40 >� ,f INSTALL: (2) #12 THHNITHWN-CU &(1;#12 CU-GND IN (314 PVC SCH 40 OUTDOOR RECEPTACLE DETAIL_ IJ SY t... ACE MANUFAC WRING METALS LTD, - METAL POWER PEDESTAL WITH LOCKING COVER MINIMUM COVER REQUIREMENTS 6"MW CW CL AGE '0 )- n+� FN CPFF T'6-� DRECl LPA D, E ?I01DME L Cjholllt 0E✓ IL COVr NQNMEI'ALL II; FRUCi W.4Y' NONMETALL:^RA EWAI [.PVC7c NCUTl, R T'Ecordr�T c\ DIP 1 U AL t ES DR 24 ELECTRICAL SITE FLAN ANDELA HNIN`3EIG •aeasem:... UCH11NC DESIGN I ELECTRICAL ENGINEER INC 21201 CaUc Juanita Dana Point, CA 92ti24 Ph, 949,20 Ll 3 33 candy wnginaering.com I 0 Lij 1 I I I � I I LU I CL i i I f I c� W Lo m LL Lo W 00 9i? Lo < CD i CL I 0 LU a' 9,[L /y�R w UjC14 It 0 $\ DRAWING TITLE: ELECTRICAL SITE PLAN DESIGNED RB DRAWN RB CHECKED _. DD DATE 02/2612019 JOB NO, X5-034 CAD FILE SHEET NUMBER 1. 40 OF 79 SHEETS i-:�4I,r _ITTL 4 .i ik �i IRS TCJit // P6 �Pf !,s f r � 7 g 4 � i µ it Itit )k r ;i :r \t ti - A-- 63 94 F- s�R 1 ; I i I t,-1--,, E ' IRS TCJit // P6 �Pf !,s f r � 7 g 4 � i µ it Itit )k r ;i :r \t ti - A-- 63 94 F- s�R 1 ; I i t,-1--,, E ' I LLI P _1 C �w u �pyq OR 0 � w 0 LL to ti iii �\ A J _ j '7 f Light Fixture ldentiFlcotion: B1 Collura light (34 total) Pd:` pole light t% total) I tr SCALE: 1"---20'-0" EXTERIOR SITE ELECTRICAL NOTES 1. ALL UNDERGROUND SITE LIGHTING CONDUCTORS TO BE #12 AWG COPPER LTHHH OR THWN-2) IN 3/4" SCHEDULE 40 PVC CONDUIT UNLESS OTHERWISE NOTED IN THE PLANS. MINIMUM COVER REQUIREMENTS PER NEC TABLE 300.6 (I.E. 24" BELOW STREETS, 16" IN LANDSCAPING. ETC—! 2. INSTALL (2) i`CONDUITS (MINIMUM) FOR FUTURE USE FROM EACH HOUSE PANEL OUTSIDE OF THE BUILDING FOUNDATION. 3, INSTALL.A MINIMUM OF P CONDUIT FROM THE ELECTRICAL_ SERVICE EQUIPMENT TO THE FIRST STREET LIGHT. 4. REFER TO STRUCTURAL PLANS (BY OTHER) FOR STRUCTURAL POLE RASE DE -TAILS FOR ALL POLE LIGHTING FIXTURES. 5, UNDERGROUND PULL BOXES ARE TO BE SIZE 3,112 CONCRETE PULL BOXES. ADDITIONAL PULLBOXES MAY BE ADDED TO FACILITATE PULLING OF CONDUCTORS DOWNS INSTALLATION. PULLBOX COVER SHALL BE BE MARKED "ELECTRICAL`. B. REFER TO DRY UTILITY PLANS (BY OTHER) FOR JOINT TRENCH DESIGN. LIGHTING FIXTURE LEGEND •t5WILID, P'ARKNGPOI [=_IGIITIN HFT ROLE riD FE L7c� !it UC 1C aIt<5+[IUf! Ui EIA3D R2 0u I NrtWV I- ia" O Ek SSS -164C-' ,00iD RLE H, WNI FF FA NG I`Ct I IfH ON 10I E PE I 1":SNI>-f`L 02JL rJ01 v`MP _ SFk°' L 4'OFr LH FIN BYOWNED 01Ji I DL CORAWE G THIHT Nt N F t3 ,� irsni 1 x -- rJ HAS 4 B-, H 4S a I LIGHMIN IS TR8..F ON �;� O- 4LOPH N ttCO-41K AS I 3 65 P1 -I-v !?IT a.,OU OG e__ . 161 JE GRA -W- TEP t /RO CS 4 -vJ l T v I IGFl ITV i P10THON OLOhH fI EJOGLH4610 _V+N'LLD12 ,n,,.,LK n��^,SYM 1, 4COc OEl c6, Y 33W BU UE FLAG PC.,PLIGHT D +AD�`ar9Ew RlaF` T � fir Fr, ELl 'Jt La oK$t l 6Hf-_A4 I".6Ort 4000K L SH G':r r'FF; ELECTRICAL. DEVICE LEGEND SINGLE POLE SWITCH AIR RATED GFCI PROTECTED RECEPTACLE VUP '410WEATHERPROOF COVER (+18' APF) O JUNCTION BOX PER C.O.B. DETAILS 23.1, 29.2, PB GROUND CJ UNDERGROUND PULL BOX an ELECTRICAL PANEL IT LOW VOLTAGE LIGHTING TRANSFORMER IRRIGATION CONTROLER LOW VOLTAGE WIRE NOT SHOWN FOR LEGIBILITY CONTRACTOR TO CONNECT LO'dV VOLTAGE LIGHTS TO NEAR BY TRANSFORMER... ELECTRICAL KEY NOTES 'I NOT USED NOTUSED FGFCI PROTECTED `WR` LABELED RECEPTACLE IN I-' WEATHERPROOF SOX WITH COVER. REFER TO DETAIL BELOW. I IRRIGATION CONTROLLER. l REFER TO IRRIGATION PLANS FOR DETAILS. VERIFY LOCATION --INDICATES PANEL NAME AND CIRCUIT NUMBER INSTALL: (2) #30 THHNITH.AIN-CU & (1) #16 CU -GNB -iN (314') PVC SCH 46 I,i" INSTALL 2,521, (2) #12 THHN, rHWN-CU & i1) tH2 CU-GND IN (314') PVC SON 40 OUTDOOR RECEPTACLE DETAIL ItI r It R i i I ACE PAANUFACTURING METAS ESD - METAL POWER PEDESTAL WITH LOCKING COVER MINIMUM COVER REQUIREMENTS ..... ----. -__. -- --- r =A, SIT ,HGHWAYs. R AD LE'+6, rnaAI.airn; i L IN P I,7A =]I00,•,ff larar SPI wAeS, ANIC U" MIN cw r f>30 A ND`.- APF AB I z�_ I P .Ae- r MOD METOL COPoDUIT -� OP ua-ERriED r�aE METAL CONDUIT PONM CRA �wiAV E GCOPd D.11T) H0N1l L RA AMY E v ,CONN T), ' J t IAA GIA AiJa-J E?IR ;T FUP Al ( ,ftFJ- ELECTRICAL SITE FLAN I SCALE 1- 20 D I I DELA L aa.+,.9 OEE �Rf LNG LICMTINC RES€CN I ELLCI TICAL ENGINEERING 21201 CaRe Juanita Dana Point CA 92624 Ph 949.201.: 133 candetaengineenngcorn Oa LLI ,L *4a cfj C �w u �pyq OR 0 � w 0 LL to j L0 Iz 0 co w°;} 0 P (0 O Ftp 0 bid W L F�— ' 0 CO mss) iw g c a e DRAWING TITLE: ELECTRICAL SITE PLAN DESIGNED RB DRAWN RB CHECKED DO DATE 02/2612019 JOB NO. X5-034 CAD FILE SHEET NUMBER ES1.3 41 OF i# SHEETS II SCALE: 1"= 2U-0" EXTERIOR SITE ELECTRICAL NOTES 1. ALL UNDERGROUND SITE LIGHTING CONDUCTORS TO BE#12 AWG COPPER (THHN OR THVNN-2) IN 314"SCHEDULE 40 PVC CONDUIT UNLESS OTHERWISE NOTED IN THE PLANS, MINIMUM COVER REQUIREMENTS PER NEC TABLE 300.5 (I.E. 24" BELOW STREETS. 18" IN LANDSCAPING, ETC_.) 2. INSTALL (2) V CONDUITS (MINIMUM) FOR FUTURE USE FROM EACH HOUSE PANEL OUTSIDE OF THE BUILDING FOUNDATION. 3. INSTALL A MINIMUM OF 1"CONDUIT FROM THE ELECTRICAL SERVICE EQUIPMENT TO THE FIRST STREET LIGHT. 4. REFER TO STRUCTURAL PLANS (BY OTHER) FOR STRUCTURAL. POLE BASE DETAILS FOR ALL POLE LIGHTING FIXTURES. 5.UNDERGROUND PULL BOXES ARE TO BE SIZE 3-112 CONCRETE PULL BOXES. ADDITIONAL PULLBOXES MAY BE ADDED TO FACILITATE PULLING OF CONDUCTORS DURING INSTALLATION. PULLBOX COVER SHALL BE BE MARKED "ELECTRICAL". 6. REFER TO DRY UTILITY PLANS (BY OTHER) FOR JOINT TRENCH DESIGN. LIGHTING FIXTURE LEGEND 4 W L ARVIN ; TLE 'jHT ON 1F � PCI PFE Hllfl'D ICN ISH II IL 3W°UF ? 40KT99-1i1 ., pti" P JLEN ' IC *` _ 4W5DEGPEEK A„Wf P ILL HfUN 1w ILLI A4 "PEI LA ITNN 'r EUIGN L TH ONIIA4[ 5,', 1 1tn/-TFT;r r1 CIL I i SLEb__S 04C do^�i. DEGREE D - P INISH by (iV9NER sWVLEn 074 L AT.y PlyL JGHi UN 12F'OLE y T)'P[ M3 1 IAS I) (6 I IAS 1 IGH I NISI>BUI!ON V, 63'L J O F,-JwEGG L u h-P.L=19 3 ^! 5'C b- G 'I-IAJVFT Let . K AS -MS 8-5+1-C-3 F# 111F - 4D19 14 9DrGRLEK It; !FE DECO Ai VE I T 3OLLNFf, LCT T P _!3 iTiM1 JIS 2BU N UO H II tieJtYt 1nLWI LT6i6 it �40hfi.""-'0:14 4005 DEy HhE K ,3WE6, i ET FAG r l FUGI-IT D HA Cn# US C vices ERMA 0S' /'N F T E i I S :. C a 40 :kh F bMb Ya ibOSL DI 1 -"• Fiv �h pr.lyliNER ELECTRICAL DEVICE LEGEND $ SINGLE POLE SWTCH +IVR RATED -GFCI PROTECTED RECEPTACLE WP WIWEATHERPROOF COVER (+18" AFF) JUNCTION BOX PER C.O.B. DETAILS 23A, 23.2 PB GROUND UNDERGROUND PULL BOX ELECTRICAL PANEL LOWVOLTAGE LIGHTING TRANSFORMER IRRIGATION CONTROLER LOW VOLTAGE WIRE NOT SHOVA1 FOR LEGIBILITY CONTRACTOR TO CONNECT LOW VOLTAGE LIGHTS TO NEAR BY TRANSFORMER. NOTUSED P40T USED F-1 GFCI PROTECTED'WR` LABELED RECEPTACLE IN WEATHERPROOF BOX NTH COVER. REFER TO DETAIL BELOW. IRRIGATION CONTROLLER. REFER TO IRRIGATION PLANS FOR DETAILS. VERIFY LOCATION --- INDICATES PANEL NAME AND CIRCUIT NUMBER INSTALL: (2)#10 THHNITHWN-CU & (1) #10 CU-GND IN (3t4) PVC SCH 40 02 INSTALL: (2) #12 THHNlTHWN-CU & (1) #12 CU-GND N QW) PJC SCH 40 Jj ACE MANUFACTURING METALS LTD. - METAL POWER PEDESTAL WITH LOCKING COVER MINIMUM COVER REQUIREMENTS 5" bfi'vN -wV lloAGE:3Ca IANDS A F 2ION,-, LIRFC SUP IF CAB RIf3 UJ ME ,1 , i4'JU -- ORINI flB:�iAI$ META"ONDL!,.- :NONIAL TAL,,C RACI-A.AY or -vc,CU NDNT) NO 4N A -'CCON ,ITJ I ^L:cowc.,IT1, RI P s.!OUTS NC DiPEC i E UR LIPIAIAL CABLES ELECTRICAL SITE PLAN STREETS HIGHWA'Y'S, i�D� L V.. W'A1'S-1ND %AP, NC, LO1'0 =::ALE 1"-[0-U" 1 i LIGHTING D'ESICN I LLECTRICAI ENGINEERING 27201 C&e %... Jana PAnnr, CA 92624 Ph.949.201, 033 eandetaen0ineeresg,eam i Zi 0 ! j I I I I � I I F i j �< I' I LL CL 01) LL Lo ac^' ,..pp 4 i I I w 3 IW� co ui cd> o l co f I 0 ce . }� LLJ CDMA wo 04 w DRAWING TITLE: ELEurRtGAL SITE PLAN DESIGNED RB DRAWN RB CHECKEb __-_ DD­� DATE 02126120;9 I J JB NO. Y5 084 CAD FILE SHEET NUMBER ® .'F i 42 OF 71 SHEETS] Light Hxture Identification: Bi bollard tight (34 total) P4 pote fight -.... (7 0101) EXTERIOR SITE ELECTRICAL NOTES 1. ALL UNDERGROUND SITE LIGHTING CONDUCTORS TO BE 012 AAIG COPPER CTHHN OR THWN-21 IN 374" SCHEDULE 40 PVC CONDUIT UNLESS OTHERWISE NOTED IN THE PLANS. MINIMUM COVER REQUIREMENTS PER NEC TABLE 300.5 (I.E. 24" BELOW STREETS, 18' IN LANDSCAPING, ETC...) 2. INSTALL (2) 1° CONDUITS (MINIMUM) FOR FUTURE USE FROM EACH HOUSE PANEL OUTSIDE OF THE BUILDING FOUNDATION. 3. INSTALL A MINIMUM OF V CONDUIT FROM THE. ELECTRICAL SERVICE EQUIPMENT TO THE FIRST STREET LIGHT. 4. REFER TO STRUCTURAL PLANS (BY OTHER) FOR STRUCTURAL POLE BASE DETAILS FOR ALL POLE 1.- IGH TING FIXTURES. 5. UNDERGROUND PULL BOXES ARE TO BE SIZE 3-112 CONCRETE PULL BOXES. ADDITIONAL PULLBOXES MAY BE ADDED TO FACILITATE PULLING OF CONDUCTORS DURING INSTALLATION. PULL BOX COVER SHALL BE BE MARKED "ELECTRICAL". S. REFER TO DRY UTILITY PLANS iBY OTHER) FOR JOINT TRENCH DESIGN. LIGHTING FIXTURE LEGEND µ NL uLI PARKING GLt HT ON 16 CL `LPOII I tDON 1THT IvkD &XfJ YO 20. 'r00 -10K}Ot(-T3S-LTJ SLE# iC - 4900 BECiREEK 4'M PARKIN G ✓ ;,GHTUTIGN FTLF 16 P LE PN' cF I LC {TPNR ITHDm.AA C' YO L JOK-TFTd HrCiT CLL#.or _1L 4000 DECREE "FINISH B1' OWPIi3R { SINGLE POLE SWITCH JW LED !A -1,'E' .ATV J 16HT ON FT OLE WR RATED -GFCI PROTECTED RECEPTACLE Y� TfPF(BL Hh Ili) B5Hn 1 TL HTLir TI"TR161jTVN G' JUNCTION BOX PER C.O.B. DETAILS 23.1, 23.2, PB GROUND C --H MI:.M C L1, 4K -,^w MS B4.Ny,3 5 05 X 5"Ek 1 OL m LOWVOLTAGE LIGHTING TRANSFORMER 4u0JEC E -Y DEG- IRRIGATION CONTROLER F LED DECOR. I IE LED 801E 2D j CONTRACTOR TO CONNECT LOW VOLTAGE LIGHTS R T : -,GNINS F.,ELP.G1N TO NEAR BY TRANSFORMER. C6 HCLOINAriEABOLH4o1u-I DHL1-D16L /013413X-.8-'-CLM 7 t 4900 [ FEREE R i 7„^y SBV SJ FiAGP0 UPLUHT +10 LD HAD000 K -D WHI <AAI 0 81 14't -L i IIK"-.S LGH, 6<.#M1 I oSM L.y 1 .,051 00K E( FINiSH By 0` M1. P. UNION W -0111K ' 4 SINGLE POLE SWITCH ftp WR RATED -GFCI PROTECTED RECEPTACLE yTVUP 'vIltWEATHERPROOF COVER (+I B"AFF') G' JUNCTION BOX PER C.O.B. DETAILS 23.1, 23.2, PB GROUND D; UNDERGROUNDPULLBOR 1IMF ELECTRICAL PANEL m LOWVOLTAGE LIGHTING TRANSFORMER Daft FORIq, CARL-: IRRIGATION CONTROLER L01AfVOLTAGE: WIRE Nd'1SHOWN FDR LEGIBILITY CONTRACTOR TO CONNECT LOW VOLTAGE LIGHTS � TO NEAR BY TRANSFORMER. � NOTUSED NOTUSED GFCI PROTECTED 'WR" LABELED RECEPTACLE IN WEATHERPROOF BOX WITH COVER. REFER TO DETAIL BELOW. IRRIGATION CONTROLLER. REFER TO IRRIGATION PLANS FOR DETAILS - VERIFY LOCATION --INDICATES PANEL NAMEAND CIRCUIT NUMBER INSTALL. !a", (2) #10THHN1THIAN-CU & (1) #10 CU-GND IN (314"j PVC SCH 40 INSTALL: - 2) #12 THHNf7H WN -CU &. {i 012 CU'-GND IN (314") PVC SCH 40 ACE MANUFACTURING METALS LTD. - METAL POWER PEDESTAL WITH LOCKVNG COVER o'.4'FE.I`=. f? cam"T, SCALE: 1" = 40'-0" EXTERIOR SITE ELECTRICAL NOTES 1. ALL UNDERGROUND SITE LIGHTING CONDUCTORS TO BE #12 AWS COPPER (THHN OR THM4-2) IN 39" SCHEDULE 40 PUC CONDUIT UNLESS OTHERWISE NOTED IN THE PLANS. MINIMUM COVER REQUIREMENTS PER NEC TABLE 300.6 (LE,24-BELOW STREETS, 18" IN LANDSCAPING, ETC...) 2. INSTALL (2) V CONDUITS (MINIMUM) FOR FUTURE USE FROM EACH HOUSE PANEL OUTSIDE OF THE BUILDING FOUNDATION, 3. INSTALLA MINIMUM OF 1` CONDUIT FROM THE ELECTRICAL SERVICE_ EQUIPMENT TO THE FIRST STREET LIGHT, A. REFER TO STRUCTURAL PLANS (BY OTHER) FOR STRUCTURAL POLE BASE DETAILS FOR ALL POLE UGHTING FIXTURES. 5. UNDERGROUND PULL BOXESAP,E TO BE SIZE 3-1/2 CONCRETE PULL BOXES, ADDITIONAL PULLBOXES MAY BE ADDED TO FACILITATE PULLING OF CONDUCTORS DURING INSTALLATION. PULLSOX COVER SHALL BE BE MARKED "ELECTRICAL". 8. REFER TO DRY UTILITY PLANS (BY OTHER) FOR JOINT TRENCH DESIGN, LIGHTING FIXTURE LEGEND ASN LED PARKINGP LIOH ON I6HPD! Ir, ,I LA SDI lRle T2 I T ) 200T00 4 f ';:-ibI.LLT SPA--•' PC iC J00 R K n VV LEJ FH OIL LICkI Nu PT OiE � T'C4 I CChTI"I 7 FO_pl, _*`cAdd vtC, On 0K TM A VII :T'A'" V( 1011-I 4 p0 DEGREE •'FIN ICH BY OWIVE4P 7'W FE LLL( )I) IJI HAS fl JHT JI11r FU 3 I)�a V)LIGHTIN 14F{JTITIOIS <, h N"=HUL01 A.E�LI �v04U ,SS-! oNd+3 D 'L-.; MlE8C496n.. .2 A;, -d SILS'£ F icyA12FT FT 000 L R E K 13 LEDC FIiVE LEEEL ARD a0'1dLL WE IG 4u L1 RIN.t I� lill_ Et BCI3.1L D1 J AOK 45--"ISYM .__ a�,auD DEC u� _k � � o3Yt oU -LHG PO -E IOT �,J •tL, 04 B0 PbN-HP[ PM 1�P_T rNlL F7lFTl L.lSL T 01,A FJ.6F,141-1 -A9 30001 400K '* 'NISF, yY OWNER ELECTRICAL DEVICE LEGEND $ SINGLE POLE SWITCH apSNR RATED PROTECTED RECEPTACLE 4UP WIWEATHERPROOF COVER U,I 8"AFF) Z JUNCTION BOX PER C.O.B. DETAILS 23.1. 23.2. PB GROUND rT, UNDERGROUND PULL BOX ELECTRICAL PANEL 17 LOW VOLTAGE LIGHTING TRANSFORMER IT IRRIGATION CONTROLER LOW VOLTAGE WIRE NOT SHOWN FOR LEGIBILITY CONTRACTOR TO CONNECT LOWVOLTAGE LIGHTS TO NEAR BY TRANSFORMER. ELECTRICAL KEY NOTES .i.-� NOTUSED NOTUSED - GFCI PROTECTED "WR" LABELED RECEPTACLE IN •- WEATHERPROOF BOX WITH COVER, REFER TO DETAIL BELOW. t IRRIGATION CONTROLLER. REFER TO IRRIGATION PLANS FOR DETAILS. VERIFY LOCATION INDICATES PANEL NAME AND CIRCUIT NUMBER INSTALL: (2) #10 THHNfiHAIN-CU &(U #10 CU-GND IN (3/4") PVC SCH 4D INSTALL 'I (2) #12 THHNfiHVVN-CU &(1) 912 CU-GND IN (3/4) PVC SCH 40 ACE MANUFACTURING METALS LTD. - METAL POWER PEDESTAL WITH LOCKING COVER I INI UNI COVER REQUIREMENTS STREETS, CH hA s�auu _L ---Tf\$=2 N{P/ If.f• fly C �aF W n1 S aNU IVUNME"fRUC RACEWRT I.-'.. PVC C.C�ACU!Ti NONMETAL- AC ✓ F,JAY ,LE_, VC, CC M1LUII 1. R TL 1 TA- C^P.011I 4 C u l 30 .=A- C.& F£ 0VEPALL Pf-IOTOMETPIC S1 TE PLAN W, :ar:: 1"M4U SCA -E VV=40'0 UCHTINi DESIGN I ELECTRICAL EN@NEeRIN, 2720: Caste hane[a Dina Pot .2 EA 42624 Ph, 949.24'L 233 caMeiaenhHneering.mrn �Iry tDf27 EXP 03/31%20 i z 0I iJo 1 5;uj ! CL uj rn 0. 0!j Lo ui , i j C^ LL !moi , W CID ',. I iii us<co co 10 i � m w i I i 0 w 1 I X16 i� CJtlj I w 0.. co co DRAWING TITLE: OVERALL PHOTOMETRIC SITE PLAN DESIGNED RB DRAWN.. _ ----. RBI CHECKED DDI bATE 91 1 JOB NO, X5-034 CACI FILE SHEET NUMBER I EP qg I.1 44 OF T1 S14EETS ,n I•-., ii o"t2IJ _0 Y+ J I p30V}-fie— -0 cIREIFURIAL C+ -EL PICTi Mr AI � '� Eo JT - LtR 1N MEEAPE CNIDUR IVUNME"fRUC RACEWRT I.-'.. PVC C.C�ACU!Ti NONMETAL- AC ✓ F,JAY ,LE_, VC, CC M1LUII 1. R TL 1 TA- C^P.011I 4 C u l 30 .=A- C.& F£ 0VEPALL Pf-IOTOMETPIC S1 TE PLAN W, :ar:: 1"M4U SCA -E VV=40'0 UCHTINi DESIGN I ELECTRICAL EN@NEeRIN, 2720: Caste hane[a Dina Pot .2 EA 42624 Ph, 949.24'L 233 caMeiaenhHneering.mrn �Iry tDf27 EXP 03/31%20 i z 0I iJo 1 5;uj ! CL uj rn 0. 0!j Lo ui , i j C^ LL !moi , W CID ',. I iii us<co co 10 i � m w i I i 0 w 1 I X16 i� CJtlj I w 0.. co co DRAWING TITLE: OVERALL PHOTOMETRIC SITE PLAN DESIGNED RB DRAWN.. _ ----. RBI CHECKED DDI bATE 91 1 JOB NO, X5-034 CACI FILE SHEET NUMBER I EP qg I.1 44 OF T1 S14EETS ,n I•-., ii i S" SCALE: 1" = 26' D" EXTERIOR SIT E ELECTRICAL NOTES 1, ALL UNDERGROUND SITE LIGHTING CONDUCTORS TO BE #12 AWG COPPER (THHN OR THWN-2) IN 3/4" SCHEDULE AD PVC CONDUIT UNLESS OTHERWISE NOTED IN THE PLANS. MINIMUM COVER REQUIREMENTS PER NEC TABLE 300.5 (LE. 24" BELOW STREETS, 1B" IN LANDSCAPING, ETC ... 1 2. INSTALL (2) V CONDUITS (MINIMUM) FOR FUTURE USE FROM EACH HOUSE PANEL OUTSIDE OF THE BUILDING FOUNDATION. 3. INSTALL A MINIMUM OF f" CONDUIT FROM THE ELECTRICAL SERVICE EQUIPMENT TO THE FIRST STREET LIGHT. 4,RECER TO STRUCTURAL PLANS (BY OTHER) FOR STRUCTURAL, POLE BASE DETAILS FOR ALL POLE LIGHTING FIXTURES. S. UNDERGROUND PULL BOXES ARE TO BE SIZE 3.9 2 CONCRETE PULL BOXES. ADDITIONAL PULLBOXES MAY BE ADDED TO FACILITATE PULLING OF CONDUCTORS DURING INSTALLATION. PULLBOX COIJER SHALL BE BE MARKED "ELECTRICAL". B. REFER TO DRY UTILITY PLANS (BY OTHER) FOR JOINT TRENCH DESIGN. LIGHTING FIXTURE LEGEND 154tVL PAkK:`dGPOL I:kTON16fT-PCL E TYPE N 4TIISD TRO ON };;18;{ ti {Cp 4S YL 2tiCU kfKSP1 :,LtiPV'* N c 19 c" SO.ID CFGR tFK t5VVriG AFI dr PStt �I h N O70i _LE lWL1 'C- TPS TTN LI HOP ADSX 'nt 'OC -4,K -,F 1 M -M VI. SFA Pca_E#-aa Loc,• +@ DECR'FE K -• ENISH Pr -WNER 50W1 D EC RATP,'--ST LTON 21=1 POLF PE(B HAS I)NI5HA L( NITNG DISTROUTIlN N 3-H.,i HPHANI GPI, <hA.*MaR4N .4 B5—HCAHANG GP0904KSc MS-B-.N-rB n LEI1 3001 �. C- RLE K ON iKLED L r lL'E EL F'O pND '6"L i YPT t C FI,TF3JT CS .ti3 HL�Lc v Er eO�.r I -I SACC I I O �xE 7 Hac o-�-H-Fr4rn< J LW`ILcca _ ,oa ok-,vs-T<s'rrn 4000 L R E .N LEu TRE; ISul H 40 BCxNSI 0 1 1 1, : M031 D K ECc ELECTRICAL DEVICE LEGEND SINGLE POLE SWITCH WR RATED - GFCI PROTECTED RECEPTACLE ill)VVP VW WEATHERPROOF CCaVER(+1B"AFF] C) JUNCTION BOX PER C.O.B. DETAILS 23 4, 23.2, PB GROUND Q UNDERGROUND PULL BOX, ELECTRICAL PANEL 0 LOWVOLTAGE LIGHTING TRANSFORMER IRRIGATION CONTROLER �c LOIN VOLTAGE DORE NOT SHOWN FOR LEGIBILITY CONTRACTOR. TO CONNECT LOWVQLTAGE LIGHTS TO NEAR BY TRANSFORMER- --. ELECTRICAL KEY NOTES NOT USED C NOTUSED GFOI PROTECTED `+ NR'LABELED RECEPTACLE IN t -I WEATHERPROOF BOXINITH COVER. REFER TO DETAIL BELOW. IRRIGATION CONTROLLER. t REFER TO IRRIGATION PLANS FOR DETAILS. VERIFY LOCATION - - INDICATES PANEL NAME AND CIRCUIT NUMBER sX INSTALL: L`AI (2)#1DTHHNrrHWN-CU&(1)#1DCU-GND IN(314') PVCCCH 40 j1 INSTALL: (2) #i2 THHN/IHWN-CU & (ij #12 CU-GND IN (314') PVC SCH 40 OUTDOOR RECEPTACLE DETAIL F G. ACE MANUFACTURING METALS LTD. - METAL POWER. PEDESTAL WITH LOCKING COVER MINIMUM COVER REQUIREMENTS o" MIN rc LTHC ' IN iafa r .aNnlD IIGIITIIVC -' CIRECT BURIAL CABLE F 610 t T rr,NFU ` --' OR N IE.49_D TATE I ONDU T NONMETALLIC RACEWAY P `.:7 FUIT) INO: IIAFTALtJCAN FVVAY RIC IF MFTAL CO aDJIT ANF DNECT 13VRI LCABLEs STREET 1i r�rL. 1, Vtv?'n"iS A'aG 24" PHOTOMETRIC SITE PLAN _.L; LE:1"- ANDELA E3NiFi axxcs exact. rx UGITING DEMISN; ELECT RI CAL ENG NEL' INC 27201 Cate 7uanica Dana Poin., CA 92524 Ph. 949.201.1333 candelaerGineenrip cw N0 2182 EXf' 03//20 -� n AD i :0 S L <J t 1<1 <11 i LL co Lu w 4d I LL Lo to Z 0cow e !L) to eNeN z IL 0 t Ld T C-4 DRAWING TITLE PHOTOMETRIC SITE: PLAN — 1 DESIGNED RBj DRAWN RS CHECKED DD� DATE 02126I20�9I i JOS NO. X5 034 I i CAD FILE SHEET NUMBER I E 1'"p^� 1 .2 I 45 OF 71 SHEETS -.1 -i 1-11�1I� X 4 O _ � m Ca i COPPER (THHN OR THWN-2) IN W4" SCHEDULE 40 PVC CONDUIT q3 , a: REQUIREMENTS PER NEC TABLE 300.5 LID. 24" BELOW STREETS, 96" IN '" = 20'-D" LANDSCAPING, ETC ... I I 2. INSTALL (2) 1 -CONDUITS tMINIMUM) FOR FUTURE USE FROM EACH HOUSE PANEL OUTSIDE OF THE BUILDING FOUNDATION, t 3. INSTALL. A MINIMUM OF 1" CONDUIT FROM THE ELECTRICAL SERVICE \� 4. REFER TO STRUCTURAL PLANS (BY OTHER) FOR STRUCTURAL POLE ELECTRICAL KEY NOTES d 1/ 5, UNDERGROUND PULL BOXES ARE TO BE SIZE 3-112 CONCRETE PULL t BOXES- ADDITIONAL PULLBOXES MAY BE ADDED TO FACILITATE PULLING OF CONDUCTORS DURING INSTALLATION. PUL.€.BOX COVER SHALL BE BE MARKED "ELECTRICAL". 6. REFER TO DRY UTILITY PLANS (BY OTHER) FOR JOINT TRENCH DESIGN. LIGHT ING FIXTURE LEUEND .L r L PARV, NG POIGHI CIV 16F1. FILE FPPEI ;('11 N 11 srr4SulOEI # Y 20C 0f 40K T3S-MVIT,SPA — P(A`t SS 1 - n RLP 1, 1 sV\ e! D I4 Kr: "J E I ON ILFT POLE # I Filo I Dt T4fUr N uj Arty TJ .QC r�^40K T"TPI Y( LI SPP.-` :L= s ., v -:c fil ynDEGREE . FINISH H }GAR`-:, X 4 O 1 r -'" c u> r IG . r %LIE 7 1'I 1 i 1q9 < m r E" r= ca ! W /1.. a5 < IP NV, IN L +\\\ r✓ sib r /l �r� �\�\ / /�,rii'/h Al t( x _- � � � .sv._ o ti 1 < nPzCI 0 j r �n I ! aVq 'v i R I 44 m TV oa w A r j EXTERIOR SITE ELECTRICAL NOTES nr, Ca i COPPER (THHN OR THWN-2) IN W4" SCHEDULE 40 PVC CONDUIT Il UNLESS OTHERWISE NOTED IN THE PLANS. MINIMUM COVER a: REQUIREMENTS PER NEC TABLE 300.5 LID. 24" BELOW STREETS, 96" IN '" = 20'-D" LANDSCAPING, ETC ... I I 2. INSTALL (2) 1 -CONDUITS tMINIMUM) FOR FUTURE USE FROM EACH HOUSE PANEL OUTSIDE OF THE BUILDING FOUNDATION, 3. INSTALL. A MINIMUM OF 1" CONDUIT FROM THE ELECTRICAL SERVICE 1 r -'" c u> r IG . r %LIE 7 1'I 1 i 1q9 < m r E" r= ca ! W /1.. a5 < IP NV, IN L +\\\ r✓ sib r /l �r� �\�\ / /�,rii'/h Al t( x _- � � � .sv._ o ti 1 < nPzCI 0 j r �n I ! aVq 'v i R I 44 m TV oa w A r j i! 3 EXTERIOR SITE ELECTRICAL NOTES nr, 1. ALL UNDERGROUND SITE LIGHTING CONDUCTORS TO BE #12 AWG i COPPER (THHN OR THWN-2) IN W4" SCHEDULE 40 PVC CONDUIT Il UNLESS OTHERWISE NOTED IN THE PLANS. MINIMUM COVER i! 3 -.j NOT USED NPT USED r,1 GFCI PROTECTED"WR"LABELED RECEPTACLE IN :-1 WEATHERPROOF BOX WITH COVER. REFER TO DETAIL BELOW. I�l IRRIGATION CONTROLLER. LJ REFER TO IRRIGATION PLANS FOR DEIAILE. VERIFY LOCATION INDICATES PANEL NAME AND CIRCUIT NUMBER z� INSTALL: .,2) #1O THHNfTHWN-CU & (1) #10 CU-GND IN (314'5 PVC SCI 40 INSTALL z (2) SI2 THHNtLHWN­CU &(1)#12 CU GND IN (314') PVC SC1440 �l1111�1��1 �►1 S��T�!��s.�a i �)� k 1 II I � ori ACE MANUFACTURING METALS LTD METAL POWER PEDESTAL WITH LOCKING COVER MINIMUM COVER REQUIREMENTS FIG FOALS Al LEPS r -Tl P.K C<I0S,VG! F. U '.11F LOV O �e r -UIl -¢ D !'C I N,I o- CABI, fff RIr IGHF L O DUT Oz NTERIALDVL[E OnETfdETrJ GO;.DUIT NCJh [ALL IC RHCE`.YAr (LE PVC CO'IEP:q) NpNMET ALLICTPCEWL%Y FVC cNEUIi), T-11GLD ME IAL GG JL A AN" MREC- SURAL i:PSLES 24" PHOTOMETRIC RIC SITE PLAN I n,ALE t z IC W: I IFCOA"A N�' D E 4A LICHRNC DESIGN I EIECTIRICAL ENGINEERING 27261' Calle ]aamta Dana Point, CA 92624 PK 949.26!.1333 eandUt .,,glnaering.cmn �Zry i y 1 L I I I EXTERIOR SITE ELECTRICAL NOTES nr, 1. ALL UNDERGROUND SITE LIGHTING CONDUCTORS TO BE #12 AWG 'tNP COPPER (THHN OR THWN-2) IN W4" SCHEDULE 40 PVC CONDUIT 1 UNLESS OTHERWISE NOTED IN THE PLANS. MINIMUM COVER a: REQUIREMENTS PER NEC TABLE 300.5 LID. 24" BELOW STREETS, 96" IN '" = 20'-D" LANDSCAPING, ETC ... I I 2. INSTALL (2) 1 -CONDUITS tMINIMUM) FOR FUTURE USE FROM EACH HOUSE PANEL OUTSIDE OF THE BUILDING FOUNDATION, 3. INSTALL. A MINIMUM OF 1" CONDUIT FROM THE ELECTRICAL SERVICE EQUIPMENT TO THE FIRST STREET LIGHF, 4. REFER TO STRUCTURAL PLANS (BY OTHER) FOR STRUCTURAL POLE ELECTRICAL KEY NOTES BASE DETAILS FOR ALL POLE LIGHTING FIXTURES, 5, UNDERGROUND PULL BOXES ARE TO BE SIZE 3-112 CONCRETE PULL _------ BOXES- ADDITIONAL PULLBOXES MAY BE ADDED TO FACILITATE PULLING OF CONDUCTORS DURING INSTALLATION. PUL.€.BOX COVER SHALL BE BE MARKED "ELECTRICAL". 6. REFER TO DRY UTILITY PLANS (BY OTHER) FOR JOINT TRENCH DESIGN. LIGHT ING FIXTURE LEUEND .L i L PARV, NG POIGHI CIV 16F1. FILE FPPEI ;('11 N 11 srr4SulOEI # Y 20C 0f 40K T3S-MVIT,SPA — P(A`t SS 1 - n RLP 1, 1 sV\ e! D I4 Kr: "J E I ON ILFT POLE # I Filo I Dt T4fUr N uj Arty TJ .QC r�^40K T"TPI Y( LI SPP.-` :L= s ., v -:c fil ynDEGREE . FINISH H }GAR`-:, !I 6^NLEE) D RFTWEP CT LIGHT 3N 12,-, P01. F .PE{f ASIJl�E''P!!Lf r Lr 1'F. All1'N Ea NRI �I'TIOhi r , 5''_HG[1PHAIVE#GPD -6PALK ,ASkl, F.5NSP, PJ EC1 (T 40C-11 DEORIEX f I r .. I!'.. bf 6Er DE CCPATLEL T)Z 0 LLARH d 43'ALLIv -L1=1 'JG `J T,"HUTI R i! O:.OPIIA[ dBOLH1610 1 A AF0111,7110, AS -`SY'd � UEG1"Ee K 'I IoM U F FI ArPC: PII/IIT wwo 40 I-T,D 04 bJ L v. - RNIAPOS I A' ED fi L L If ® RtV 6 198 A@ 1 -HDSL 40 4000 LEE, **' ! H7'OV ER ELECTRICAL DEVICE LEGEND -.j NOT USED NPT USED r,1 GFCI PROTECTED"WR"LABELED RECEPTACLE IN :-1 WEATHERPROOF BOX WITH COVER. REFER TO DETAIL BELOW. I�l IRRIGATION CONTROLLER. LJ REFER TO IRRIGATION PLANS FOR DEIAILE. VERIFY LOCATION INDICATES PANEL NAME AND CIRCUIT NUMBER z� INSTALL: .,2) #1O THHNfTHWN-CU & (1) #10 CU-GND IN (314'5 PVC SCI 40 INSTALL z (2) SI2 THHNtLHWN­CU &(1)#12 CU GND IN (314') PVC SC1440 �l1111�1��1 �►1 S��T�!��s.�a i �)� k 1 II I � ori ACE MANUFACTURING METALS LTD METAL POWER PEDESTAL WITH LOCKING COVER MINIMUM COVER REQUIREMENTS FIG FOALS Al LEPS r -Tl P.K C<I0S,VG! F. U '.11F LOV O �e r -UIl -¢ D !'C I N,I o- CABI, fff RIr IGHF L O DUT Oz NTERIALDVL[E OnETfdETrJ GO;.DUIT NCJh [ALL IC RHCE`.YAr (LE PVC CO'IEP:q) NpNMET ALLICTPCEWL%Y FVC cNEUIi), T-11GLD ME IAL GG JL A AN" MREC- SURAL i:PSLES 24" PHOTOMETRIC RIC SITE PLAN I n,ALE t z IC W: I IFCOA"A N�' D E 4A LICHRNC DESIGN I EIECTIRICAL ENGINEERING 27261' Calle ]aamta Dana Point, CA 92624 PK 949.26!.1333 eandUt .,,glnaering.cmn �Zry i y 1 L I I I h nr, WR RATED -GFCI PROTECTED RECEPTACLE 'tNP Wt WEAS"HERPROOF COVER (+16" AFF) 1 � a: SCALE: '" = 20'-D" -.j NOT USED NPT USED r,1 GFCI PROTECTED"WR"LABELED RECEPTACLE IN :-1 WEATHERPROOF BOX WITH COVER. REFER TO DETAIL BELOW. I�l IRRIGATION CONTROLLER. LJ REFER TO IRRIGATION PLANS FOR DEIAILE. VERIFY LOCATION INDICATES PANEL NAME AND CIRCUIT NUMBER z� INSTALL: .,2) #1O THHNfTHWN-CU & (1) #10 CU-GND IN (314'5 PVC SCI 40 INSTALL z (2) SI2 THHNtLHWN­CU &(1)#12 CU GND IN (314') PVC SC1440 �l1111�1��1 �►1 S��T�!��s.�a i �)� k 1 II I � ori ACE MANUFACTURING METALS LTD METAL POWER PEDESTAL WITH LOCKING COVER MINIMUM COVER REQUIREMENTS FIG FOALS Al LEPS r -Tl P.K C<I0S,VG! F. U '.11F LOV O �e r -UIl -¢ D !'C I N,I o- CABI, fff RIr IGHF L O DUT Oz NTERIALDVL[E OnETfdETrJ GO;.DUIT NCJh [ALL IC RHCE`.YAr (LE PVC CO'IEP:q) NpNMET ALLICTPCEWL%Y FVC cNEUIi), T-11GLD ME IAL GG JL A AN" MREC- SURAL i:PSLES 24" PHOTOMETRIC RIC SITE PLAN I n,ALE t z IC W: I IFCOA"A N�' D E 4A LICHRNC DESIGN I EIECTIRICAL ENGINEERING 27261' Calle ]aamta Dana Point, CA 92624 PK 949.26!.1333 eandUt .,,glnaering.cmn �Zry i y 1 L I I I SINGLE POLE SWITCH nr, WR RATED -GFCI PROTECTED RECEPTACLE 'tNP Wt WEAS"HERPROOF COVER (+16" AFF) G, .UNCTION BOX PER C.O.B. DETAILS 23 .1, 29.2, PB GROUND a: UNDERGROUND PULL BOX m ELECTRICAL PANEL I LOW VOLTAGE LIGHTING TRANSFORMER IRRIGATION CONTROLER LOW VOLTAGE WIRE NOT SHOWN FOR LEGIBILITY CONTRACTOR. TO CONNECT LOW VOLTAGE LIGHTS TO NEAR BY TRANSFORMER. ELECTRICAL KEY NOTES -.j NOT USED NPT USED r,1 GFCI PROTECTED"WR"LABELED RECEPTACLE IN :-1 WEATHERPROOF BOX WITH COVER. REFER TO DETAIL BELOW. I�l IRRIGATION CONTROLLER. LJ REFER TO IRRIGATION PLANS FOR DEIAILE. VERIFY LOCATION INDICATES PANEL NAME AND CIRCUIT NUMBER z� INSTALL: .,2) #1O THHNfTHWN-CU & (1) #10 CU-GND IN (314'5 PVC SCI 40 INSTALL z (2) SI2 THHNtLHWN­CU &(1)#12 CU GND IN (314') PVC SC1440 �l1111�1��1 �►1 S��T�!��s.�a i �)� k 1 II I � ori ACE MANUFACTURING METALS LTD METAL POWER PEDESTAL WITH LOCKING COVER MINIMUM COVER REQUIREMENTS FIG FOALS Al LEPS r -Tl P.K C<I0S,VG! F. U '.11F LOV O �e r -UIl -¢ D !'C I N,I o- CABI, fff RIr IGHF L O DUT Oz NTERIALDVL[E OnETfdETrJ GO;.DUIT NCJh [ALL IC RHCE`.YAr (LE PVC CO'IEP:q) NpNMET ALLICTPCEWL%Y FVC cNEUIi), T-11GLD ME IAL GG JL A AN" MREC- SURAL i:PSLES 24" PHOTOMETRIC RIC SITE PLAN I n,ALE t z IC W: I IFCOA"A N�' D E 4A LICHRNC DESIGN I EIECTIRICAL ENGINEERING 27261' Calle ]aamta Dana Point, CA 92624 PK 949.26!.1333 eandUt .,,glnaering.cmn �Zry i y 1 L I I I 1 i i I rC33 4�; r-t -..._._ .. _------ op/qy__ i I 1 ae uj I I LU bf d I � wwo y Lo co w E6i co in 10 M Cc i 0 z CL T 065 w 0 LL y� o 04 #� 1 1/y/q1 of LLJM 1 X /m DRAVONG TITLE: PHOTOMETRIC SITE PLAN DESIGN RB ORA WN RB i CHECKED DD; GATE 02 26 2Q19 j ,Tog Nil. x5-os41 I CAD FILE � 1 SHEET NUMBER I Err"' 1.3 i i 46—OF 71 ^SHEETS' I® �X a,>s SCALE: 1" = 2(f -D" I. ALL UNDERGROUND SITE LIGHTING CONDUCTORS TO BE#12AWG COPPER (THHN OR THWN-2) IN 314" SCHEDULE 40 PVC CONDUIT UNLESS OTHERWISE NOTED IN THE PLANS. MINIMUM COVER REQUIREMENTS PER NEC TABLE 3005 (LE. 24" BELOW STREETS. IW IN LANDSCAPING, ETC...) 2. INSTALL (2) I' CONDUITS (MINIMUM) FOR FUTURE USE FROM EACH HOUSE PANEL OUTSIDE OF THE BUILDING FOUNDATION. 3. INSTALL A MINIMUM OF 8"CONDUIT FROM THE ELECTRICAL SERVICE EQUIPMENT TO THE FIRST STREET, IGHT. 4. REFER TO STRUCTURAL PLANS (BY OTHER) FOR STRUCTURAL POLE BASE DETAILS FOR ALL POLE LIGHTING FIXTURES. S.UNDERGROUND PULL SOXESAP,E TO SE SIZE 3-112 CONCRETE PULL BOXES. ADDITIONAL PULLSOXES MAY BE ADDED TO FACILITATE PULLING OF CONDUCTORS DURING INSTALLATION, PULLBOX COVER SHALL BE BE MARKED "ELECTRICAL". 6. REFER TO DRY UTILITY PLANS (BY OTHER) FOR JO?NT TRENCH DESIGN. LIGHTING FIXTURE LEGEND 4^11LLIP'2KIN* P L GH- 'DIN IE7T. POLE IiHII FHN-0 ROUT "')N Yil A, X- 20C I 0 UTTCIN+✓C- i IFA-'* FOI-ca DEC .�- ... ao;uCPE Pr-rr� 45VVIiEDPARIKINGILFL,Cffl ON IST POE l CHS J Y Y Dv 10 /-1,F'M,41 IPA--^ P V L -f 3SS, PA C `= 4v^OLI GEODE_ I4 "+V ISH rY OVvNER oOFJ tC FC '2AT IVE F(S L -<E �N I[ POA-=_ ' I l=EB HOS A_GFITIIN`s07RDUTION PO` -Ii yT ( n4YC31 P7 cfsG� a.�fi o S -IV �{i CPHAoNE4 PLt EY FT '000D R -K I16 LEE (IE nl".VE LLL.PAL 'RD C67ALL I(EV LIGRIF P]V ILAOEgEPSOtAY41 r, pR C7 j,�40K_AS_­_sllv 33µi PI LEI rL.(G i IGd- HtD O*B J.W-H ERM,oJaT 4V LED T;ELUS LL T IK1 cLEDs INI>n it OWNFR `'* SINGLE POLE SWITCH 77 WR RATED -GFCI PROTECTED RECEPTACLE yt(WP WIWEATHERPROOP COVER (+18"AFF) :P JUNCTION BOX PER C.O.B. DETAILS 23.1: 23.2 PB GROUND R" UNDERGROUND PULL BOX ELECTRICAL PANEL E LOW VOLTAGE LIGHTING TRANSFORMER Ill IRRIGATION CONTROLER LOW VOLTAGE WIRE NOT SHOWN FOR LEGIBILfTY CONTRACTOR TO CONNECT LOW VOLTAGE LIGHTS TO NEAR BY TRANSFORMER. ELECTRICAL KE`( NOTES U NOTUSED NOTUSED 1 GFCI PROTECTED "4UR"LABELED RECEPTACLE IN -J WEATHERPROOF BOX WITH COVER, REFER TO DETAIL BELOW IRRIGATION CONTROLLER. REFER TO IRRIGATION PLANS FOR DETAILS. VERIFY LOCATION INDICATES PANEL NAME AND CIRCUIT NUMBER IA'lfINSTALL (2) #I O THHNtiHVVN-CU & (i) #i0 CU-GND IN (3!4") PVC SCH 40 INSTALL LJ(2)#-,21PiHN7PIiWN-CU&(it#72CUdiNUIN(314")PVCSCH40 ACE MANUFACTURING METALS LTD. - METAL POWER PEDESTAL WITH LOCKING COVER TREETS H(HW YS RDADS/A_Ev'E Arnvairel �I ,ucsr`�INe ilr>P:Ann>:r rulvFxr.rs .vND LOW VOLTAGE .eA.-t+k-m— DI—Gr o L :A3'E 3 M. IN Ftb ID, Ta roNT D� O ER fcDIATE MbfAL .,CNOUiI ?4 >,,ONNIF_ALUC P:CE'OVOY (_ '�,cccND.r-) '01NMELALLIIA WAY ✓C CONCUlf ), FJ LIOE.ALCO,CAa" HND D IRECT BUR IAL'_' ((FLEH PHOTOMETRIC SITE PLAN 0 x DOMING 6ESIGN (ELECT2ICN. ENGINEERENG 272C1 CaDe;umita Dana Pom; CA 92624 Ph. 944.201,1333 .rxlctaenginaering.cam Z vz , 4 -..... ,._ _. _.._. i j 0 ® i jCL i I j —Lo w Lu coQ Im 0 z Cr L C Lu-� a. _--DRAWING TITLE PHOTOMETRIC SITE PLAN I DESIGNED RB. i DRAWN RB CHECKED DD;, I - DATE 02126/2019! I JOB NO. xs-a34' CAD FILE. SHEET NUMBER i I 47 OF 71 SHE TS EXTERIOR SITE ELECTRICAL NOTES 9. ALL UNDERGROUND SITE LIGHTING CONDUCTORS TO BE #12 AWG COPPER (THHN OR THWN-2) IN 314" SCHEDULE 40 PVC CONDUIT UNLESS OTHERWISE NOT IN THE PLANS. MINIMUM COVER II REQUIREMENTS PER NEC TABLE 300.5 (I. E. 24" BELOW STREETS, IB" IN LANDSCAPING, ETC...) I� 2. INSTALL (2)1" CONDUITS (MINIMUM) FOR FUTURE USE FROM EACH HOUSE PANEL OUTSIDE OF THE BUILDING FOUNDATION. 3. INSTALL MINIMUM OF 1" CONDUIT FROM THE ELECTRICAL SERVICE EQUIPMENT TO THE FIRST STREET LIGHT. �I 4. REFER TO STRUCTURAL PLANS (BY OTHER) FOR STRUCTURAL POLE BASE DETAILS FOR ALL POLE LIGHTING FIXTURES. -- 5. UNDERGROUND PULL BOXES ARE TO BE SIZE 3-112 CONCRETE PULL }I -- BOXES.ADDITIONAL PULLBOXESMAY BEADDEDTO FACILITATE II I PULLING OF CONDUCTORS DURING INSTALLATION. PULLBOX COVER SHALL BE BE MARKED "ELECTRICAL". II j 6. REFER "I'D DRY UTILITY PLANS (BY OTHER} FOR JOIN'i TRENCH DESIGN LIGHTING FIXTURE LEGEND ,I y 4 liN L I a VI I,11 0 L E L G TT ON 1< PCL It PE A L HI N ✓ LI ICS IT, Il , li , F 1 ,t#L %0 JUh TlS1VVL T PA" OLE# S -4V "�, 40uC DECREE i } 451?1 7LPTIL L GHTOI'J 16GDLL' `41- ` A0. "PEI C LSH1HllNfl 7 NI ITIi?PI - I I y�( ICH�U 4L 0 /.,Jtn✓l"FIN IflC T.^v q-«` li 41091 F LCFEE I< r) -F. I t -- — 1 I dIEJ DECIOPAI 6 IrH-C FT aO..r L d l TYPEiB3HAS W) fflI TING LI TRIBI 'ION II It F ES S J Yi vfu-W 1V S t4S H H S2 '{I I HC ( HANr4GLE4K-5-INS G5 iI SB f B5 OLEe1 I 1 1} } 4.JOJEC.E.K I 'i 114 1 G liL YPIVC I 1LLLRC ae r _Tra,-E V corlud D STIR,61IrCIA y , II ¢ CLO HFNI6f OLHa 10 LY.411I libG u04„'K,S"SYPA aorlu Li✓ I ' l y >. �74 n L 3ffVV F FIC PCL L1P). -HT 1}!� G HAL.cox,,.. [, ',, r_-:mr,P�sr 1 ` w L ,J(,I ,0 4 1 }I OOnK 166 t I y ( ,.• F N _H R" OYvll F 1 ! ELECTRICAL DEVICE LEGEND SINGLE POLE SWITCH 7 i t LWR RATE-GFCI PROTECTED RECEPTACLE wWP D W1�IstEA7HERPROOF COVER (+i g' AFr'7 JUNCTION BOX PER C,O.B. DETAILS 23:1, 23.2 PB GRQUtJO 1 s UNDERGROUND PULL BOX m ELECTRICAL PANEL LOW VOLTAGE LIGHTING TRANSFORMER IRRIGATION CONTROIER � t, �} LOW VOLTAGEWIRE NOT SHOWN FOOR LEGIBILITY CONTRACTOR TO CONNECT LOIN VOLTAGE LIGHTS TO NEAR BY TRANSFORMER. i 1 1 y LT }''�r--,`t ELECTRICAL KEY NOTES TC I , ;, NOT USED NOT USED '}1I _ { - r - GFCI PROTECTED'WR° LABELED RECEPTACLE IN WEATHERPROOF BOX NTH COVER. REFER TO DETAIL BELOW. , IRRIGATION R CONTROLLER. REFER TO IRRIGATION PLANS FOR DE;'AiLS. VERIFY LOC A1 INDICATES PANEL NAME AND CIRCUIT NUMBER 4 INSTALL f ;1 "0L (2) 810 THHN11 FRAM -CU & (1) #10 CU-GND IN (314'} PVC SCH 40 INSTALL' (2) #12 THHWTHMfid-CU &0) 812 CU-GND IN (3443 PVC SCH 40 0 t t IIA OUTDOOR RECEPTACLE DETAIL �l ,> _ y , 1 4l ACE MANUFACTURING METALS LTD. METAL POWER PEDESTAL WITH LOCKING COVER MINIMUM COVER REQUIREMENTS yy ROLES ASL EYs, a�UfrR•.R! T nra `,Plydo , )� €fft'/ rL I v ica, a, �.uT--, M 4tW,O TA f ,T L l-w�.��0 r R°` C P l LCI€ r TB 2 -^_ BURAl- CFBLE � 18 A R;G ID tx!ET?L CONDUIT------_—� OR IN EWNELQIATE td CTI!_ CO` -DU IT s INoo-aF TA Il- ,PA fv1AY y_ IE F CCbv ,II T, INONSi Tr.Ll C /d�F 4V Ir, ro xIT]. R.SIJ EF_CON CUPS AN E, D,4F CT Pi RIALCAEtES SCALE: 1"= 2D -D" PHOTOM TRIC SITE PLAN SCALE „n II 3 CANDELA —ENGINEEEIATG— ® UCNTINC DESIGN I ELECTRICAL ENGINEERING 27201 Cafle Banka Q h,i PEI CA 92624 PF. 949101.1333 candetaengmeermg.mm NO, 20621 LIP 03{37('20 fN DRAWING TITLE: ----1 PHOTOMETRIC ' SITE PLAN I I DESIGNED RP, VRAttv3F RB CHECKED DD DATE 02/2612019 JOB I,I X5-034 CAD FILE SHEET NUMBER E6(p11 .V 48 OF TI SHEETS W. 1 a r. .. LL L11 0 fry UJI yi co uj Lu w ! 0#. UJ a. In in DRAWING TITLE: ----1 PHOTOMETRIC ' SITE PLAN I I DESIGNED RP, VRAttv3F RB CHECKED DD DATE 02/2612019 JOB I,I X5-034 CAD FILE SHEET NUMBER E6(p11 .V 48 OF TI SHEETS OUTDOOR LIGHTING C5 iEn SULL.^`a, lY fb El � ale ANTE 5. MBn9amYyDWWrraY ilglxElnA GSnUAE Sf?ifdUlo 9fitlKCE R5VEtt10Yl Y.h6tkliff {T. OUTDOOR LIGHTING _ .. 9\i: I I-10 ' wmra.esrnadma nes .ae:wa.sse.><, I Sn ronroeaoY Sri .11 0z IN At J5 iIEs W .5 L w I AUILI cu a. .._ o I .r, pnarc I'M A,nJ x 'tae � r; ar "OhN hT C 9 { -"1U' 335 Si .Fv 'HA1f ]SW a w rul-IL'ANow nom s a .l riI .are i e3 ez C'mleeeawb+ ¢-vn'N'yn ,W m*£^>ytt`el m C¢SCrry F xe U ..,cv d:r ... ,iih Yne mP.mpY�onx h 11 p - ani ta¢ ( a - oill rRtnx aveoe"Iron y I '^' p ]p . l R Y31Jo €I tr&ID. ej Imp E UL :.fcf ifie (W mvv¢: veeN avhlgfm[rrv.+'.-.In6 in ar.Y:T.ni cess Rn Lu :Eder .GLe tlim4p 1 .Rh .enter hY ..e1"CAP1 oK1 nv !pUM rtfd•igbn¢1 r I r - in AIfdasr _ ., i tl .¢ "ay Iver zrdF:e.lo rvmnamv. ;sin .mala a.u: purtn'.t, a^d w'. a'redtlei¢st .:a'uTJ.titlecy fl -n Levy":¢nu hL.e`T aeol ,. : rl.Ul. ,... -i. pM1uh Ve 6, fiM r.ua<r J.n'a Ore '-UM 11 ' rd 41. Snr uih t rq i 2.Ya t C h.GUVn 1tl ,,, r5¢ng rr w 4 nIMM I.IL,' n .V ,a:Ia Cy "DI. r lh[n:6n 4tl f -.4 N R Ar. TY A aN _n' '',,.. Ca lml@A etU(Gart..:61id.Mdv m m. w w L.Idd h rfn, rnlaNa -ti aA t '.i p,rl yol:- 3. ILOFp'._F Air ,9, 11,N. Lwu I en, X M F ai tiff': 8 ll 1+ F III 6 b d 'IN J � T 4O4 !aA IMF EitI A4 IrLIMI1 GNT 44 I -� aAoK fv. rnv ,Y,N I. ,.p k .I "LL."Id of a'v `LUW MI+¢Ce I , 4 rw � L3 Co V3ene:. ryurN[okrs tJti'Lv M e ue.mc4mrw:r Poe I T NIL: FR: C5 iEn SULL.^`a, lY fb El � ale ANTE 5. MBn9amYyDWWrraY ilglxElnA GSnUAE Sf?ifdUlo 9fitlKCE R5VEtt10Yl Y.h6tkliff {T. OUTDOOR LIGHTING _ .. 9\i: e•`• .nNd' Imil.1FAINK ' PN: nes D I Sn w: Sri i i ilHl "t2 tO 3 tri to O UL �5 Lane I,ol`mM1A I AUILI cu a. .._ o I .r, pnarc I'M A,nJ .ahn,i door I1 r,K.yt vn14tl6ne nn PAI{-- 1 W4 IN -1E -I t I:Et[.gyvr rgei s. 1 PLE, URu"rPlmfr pmr Ti uxY+>7 da b-N3bM m ertA C,mp'Imae gPl dgC6 11-11 OUTDOOR LIGHTNG NpCl4LYUX i r7uadppr tlgFeing SvtNule.mk FMC lnegcNan FnmgY CfiesY.Ns. 5. MBn9amYyDWWrraY ilglxElnA GSnUAE Sf?ifdUlo 9fitlKCE R5VEtt10Yl Y.h6tkliff a L3 U OUTDOOR LIGHTING 0.LLdiiTC EVAI fvLMfN WARR G: e•`• .nNd' Imil.1FAINK ' GAiI^IC l Or Coll-,'rYt nes D - c .1oll,.e - -- Aprll:Uab w: Sri " per' ' .rcr 01 "t2 tO 3 tri to O to �5 Lane I,ol`mM1A gym: r t YD .ahn,i door I1 r,K.yt � r; ar "OhN hT C 9 { -"1U' 335 Si .Fv 'HA1f ]SW a ILI, LI rul-IL'ANow 3 a .l riI .are i e3 ez C'mleeeawb+ ¢-vn'N'yn ,W m*£^>ytt`el m C¢SCrry F xe U ..,cv d:r ... ,iih Yne mP.mpY�onx JILR ,. p - ani ta¢ ( a - 03 la IF C Oi C$ 09 ]p Y D F = Mt Y31Jo €I tr&ID. ej L6>1.11SP.V ',. UL :.fcf ifie (W mvv¢: veeN avhlgfm[rrv.+'.-.In6 in ar.Y:T.ni cess Rn Lu :Eder .GLe tlim4p 1 .Rh .enter hY ..e1"CAP1 oK1 nv I r - in AIfdasr _ ., i tl .¢ "ay Iver zrdF:e.lo rvmnamv. ;sin .mala a.u: purtn'.t, a^d w'. a'redtlei¢st .:a'uTJ.titlecy fl -n Levy":¢nu hL.e`T aeol ,. : rl.Ul. ,... -i. pM1uh Ve 6, fiM r.ua<r J.n'a Ore '-UM 11 ' rd w Snr uih t rq i 2.Ya t C h.GUVn 1tl ,,, r5¢ng rr w 4 nIMM I.IL,' n .V ,a:Ia Cy "DI. r lh[n:6n 4tl f -.4 N R Ar. TY A aN _n' '',,.. Ca lml@A etU(Gart..:61id.Mdv m m. w w L.Idd h rfn, rnlaNa -ti aA t '.i p,rl yol:- Y ,9, 11,N. Lwu I en, X M F ai tiff': 8 ll 1+ F III 6 b d 'IN J � T 4O4 !aA IMF EitI A4 IrLIMI1 GNT 44 I -� aAoK rnv ,Y,N I. ,.p k .I "LL."Id of a'v `LUW MI+¢Ce I , 4 rw � L3 Co V3ene:. ryurN[okrs tJti'Lv M e ue.mc4mrw:r Poe T NIL: i SN: PxIF,n 40V aLFY LL es ..acro Eu>vr as ❑ f' z N,- PAms �� III,, IIrIrI LLII It Z4 1111, IS— DIAL IN, Al Eo w1s fl,E T"'AL so ,EFNA1t En ILrer+C y..", L l L:w NNSCJ0 IN .P.Ne1 - 416 _i4 Errrbv ilF cw/I `c-`-=0 £9x m:.ua ux ._ Apr"aTFn CONTROLS 0t3MOONLIGHTING CONTROLS l.nrlYo pro [' CK'if f t.4Rb M1i_LtP9a{ of PruCRP l 'R - (Faget o`31 Clot., Llmmr3 corv,<<� f+ zIll s', .,.fill. aN.f'l DmAnumnow ARIA. NDDAF.GiPoNSTaiCA¢M -_ .__ _-..._.- Z° "'N.•• BNA U.:XLk .o u . �_iTWn CYi1-' 5. MBn9amYyDWWrraY ilglxElnA GSnUAE Sf?ifdUlo 9fitlKCE R5VEtt10Yl Y.h6tkliff a L3 U OUTDOOR LIGHTING 0.LLdiiTC EVAI fvLMfN WARR G: e•`• .nNd' Imil.1FAINK ' GAiI^IC l Or Coll-,'rYt 1u(.flEaM1fi I D 0 d Uru,h rg - -- Aprll:Uab Pege2 W4t .x. .u.: 4tiidetf lig.MSng Wnttak StM1eduk ', G. RILAKYuteof wmtn'alrev Eeempt hom[no OLIO RotaitN t.11 In§i3R&) ✓£ i L o 1 Lane I,ol`mM1A rs<tka nro xamrl'.n.... £oed.nce vilntM excmpdav YD .ahn,i door I1 r,K.yt � r; ',Lt Do "OhN hT C 9 { -"1U' 335 Si .Fv 'HA1f ]SW a E t` nXhd rul-IL'ANow 3 n PFSPoAEBRF ttAWPoS#L RP}ii0Y4Ai£htENi e3 ez A.KILL ,W m*£^>ytt`el m C¢SCrry F xe U ..,cv d:r ... ,iih Yne mP.mpY�onx rE o3 -j -d.' .4 G 03 04 IF C Oi C$ 09 ]p .l - 3$ L6>1.11SP.V I :.fcf ifie (W mvv¢: veeN avhlgfm[rrv.+'.-.In6 in ar.Y:T.ni cess Rn Lu :Eder .GLe tlim4p 1 .Rh .enter nv re mepun. R f. xpY, CUtd.a Lvatit +rtA Iu,r Ur .. Fp r - in AIfdasr _ ., i tl .¢ "ay Iver zrdF:e.lo rvmnamv. ;sin .mala a.u: purtn'.t, a^d w'. a'redtlei¢st .:a'uTJ.titlecy fl -n Levy":¢nu hL.e`T aeol ,. : rl.Ul. ,... -i. pM1uh Ve 6, fiM r.ua<r J.n'a Ore '-UM 11 ' rd w Snr uih t rq i 2.Ya t C h.GUVn 1tl ,,, r5¢ng rr w 4 nIMM I.IL,' n .V ,a:Ia Cy "DI. r lh[n:6n 4tl f -.4 N R Ar. TY A aN _n' '',,.. Ca lml@A etU(Gart..:61id.Mdv m m. w w L.Idd h rfn, rnlaNa -ti aA t '.i p,rl yol:- 6YJrCenrtro-' ,9, 11,N. Lwu I en, X M F ai tiff': 8 ll 1+ F III 6 b d 'IN J � T 4O4 !aA IMF EitI g rnv ,Y,N I. ,.p k .I "LL."Id of a'v `LUW MI+¢Ce I , 4 rw � L3 Co V3ene:. ryurN[okrs tJti'Lv M e ue.mc4mrw:r Poe .., _xW xFwN,. me ^nm ear: PxIF,n 40V aLFY ,IK,.Y OUTDOOR LIGHTING CONTROLS CA A, IFm®L To I Ed.,, qtly s low NIA o, ,a'.e:Di, Y:I L-1 Nle „" .,. OUTDOa3R LIGHTING mom.-: mrnv f - •� . A. Atentlaiory, OntUO01' URbONg ONTL A D ENDALlAtt Statements IT tl,lik it, LIJ liII I f LIKE 'I aigM t lKKrl II l, l orti L, to Irt C I YrIlYLIE III the 5,1,t tjAV ormory , A llC 'I )_ICl,,I n4 :M Ig a. In t My "n+e ca Iq a IM Lilly I, I fl"t: of M1"t AN ItyrillIod YlALN-L,'In §1J LI )4rt'el 4 a4r f, �etm.'nply .n F. WD="+1'e Ne9 n nv'atl_11..sd :V IYts'lesa av+fa rew.h .h Rx Hare nzmr3um r' alum f 3P! E3 P lt$, G ea Nnhx'.p4 m k f. .:rat } 9 In. hal ice R' _m Stt 110.'Ib S 7A.raid ! td A, tKrYrETrl f - 45 t lYN,), IhI II 1, Ar" res... y) N.- 1 ILL] I., ll 4 k t ISGr G ¢v!<r ++e-. s r+a cewtl _..t . ILL, CI[ LM'.. Com, 4 vvl_ Uggf dCH -' it 1 W L -I N'. -n IC--+gFL c�Cwf'�,h c�.[ml a.� +vum:nlc esw fh n.'[fleA unVi-^enc urdtaaJSZW6ffy'11 eco R If ..n�ld tl ig",y d nc''c't 1 d yna. 31 RM1 le. rt'I. '. y' e Ntlrg'. I I'. LIN9 dopa rg E I ^F "' r"m .m-�aauh 34 hu c.. .F.e g.uu Ld, 4ha a<o, mlkd Nah....... ILL, VCnc mofrN T' S 9 ) 'y3. NI GF oild I, Sall, FI.Itlltt, .1 .1rl.t I Iglu i.1 orytil Ix IrNI.1 a -LI UP,91) LjFP, B ld,F Mir O rf P a6fU Ldp t e€LM1+ 4 t 'g4 ng onYl W,I a. tI1tE c d c In Sei 1L', Lti �KWm p d Lk.. y t lib ilf F 1ff' i y '.i' d IF B pl ,r.,ea If cl'm n e. n_c va .y.mbu, a, a m + nfY gmpl.Ll 1 n^m DlN,ml 1.. opa_bl m✓cL of lloti, MIIN Yn Y0 ILI N^:pxdY al A,,Y1A NA.B. OUTDOOR LIGHTING [LR'�111CPif tlt� NCi i -e NRCC CTr_ _c£ L xD tOxWIn8 ICage3of a) rnl ^^�..1tl41A1IN1VpRRN. Fi PELC913Ri mampoo2:E5%M]e A. Ganaral k+tMmYYDn � h13 19w'tl ffz%¢ape Mea: flA fRblelO, V Le rh.'eC e HILL I N G A'tllao A.`a cwt AWC Nan - Gv[cacr >{'�dnH2aeelLL'}. -i{y.d 1IZ-3 ✓t4'3 _ _l . have amF rxd lues Ile AW wia chUaaNlas troll rv- F- ia£aehlig-htt.F tone EanAyTwP.on, et M¢d4?arc5§lo-_14 I 9.ligFtin& [omDianre Oaeumentz cbtrh Comfm esN t4, r, lei. udn+,i} ... M1n pf' It, MI rvI: 4Y En ue c rou&mm VW try yitmllZ v, }9L, P (mai vl 1 bEnL9xf e+v, NI,-vron, C ... K.ailCmvil... S 1911E Jrlx like nk [ro.L_:Ocat. Ill, I NRWLIPONE PMM1r,"I'l IIIIIALLACSMICnm I ❑ aur IU.-: C. Summa Y iNib 'D Rdoa IIgXt BF we WAD, .t� S Y t tALLOJlED'1 tl LMtK If ap \FIX LFUll d 8 Ill wLh'v0 f r -la 8 d ri.n d th 2 nbtidt Al NY CTIrOlsON_a firim1W NoL'02. A fit,yed(&u6f i 04 Sum TobfINSTCLLEU N+Rarrlyf [iogW tl NRGtiROffiC pees 3 _- - Y3R§ o ¢ecFNn iRry' di. Iia. S -P v✓i 4Yc&, tlo ga unl� w r r L vM n. Wlbcr P^mvl lM.a oa'f;l nmrfrmx<-d .. ar, romaEx .mL_V I anld. R: 12( b - tlPo ,S +p. ar T .1 ed Ip[ eral.ys,u a e un�imd1 L. m.. un.A Syn ^Yr'tN.., ICe eeR nrslk w^ryl rtve via.agrrtm £.nalxa[o+nf Nagveo o"RA.D.f A'K,,E.N, TC DedambvrwA 9-'nfNvftleYLenrc vne-lul rvsvU Jte.:.8 +mesa rt e.{q/cN�vvcedoamerc..m comp eh3 _ M41L'rya) F,eaa t <xa n b.. c.l e m r w L dov I Io nm�or 1 -- L h1twoc lfwi i 'to ropt NP. the yotrs q ONRL, nt 2 Nanao S'm N„i nuVle IexL rKlL,I drnmLoh Ill, F .NMCVF aaTND uaaran;a R, R;-_IloeuNa If"IT .L. ret -Rema LmmYmpl. n. rl mis NEIC Uaal--: U C fa u5 i ?E a L3 U OUTDOOR LIGHTING 0.LLdiiTC EVAI fvLMfN WARR G: £4 HnJitlkgArYtRYFfckoy5cmtlaaa <311Norrca"aw Ca+Lorplasse _ IwpvA�S j GAiI^IC l Or Coll-,'rYt 1u(.flEaM1fi I MR NRCC LTaJi£ 0 d Uru,h rg - -- Aprll:Uab Pege2 W4t -r+.vG.piNJN6Y PnRR,AioELCA bAi `n .vehRO}9 ', G. RILAKYuteof wmtn'alrev Eeempt hom[no OLIO RotaitN t.11 In§i3R&) ✓£ i L o 1 Lane I,ol`mM1A rs<tka nro xamrl'.n.... £oed.nce vilntM excmpdav YD LLAITINnTSW � s. ',Lt Do If.-lrxAnsnr Si .Fv 'HA1f ]SW a 65 rul-IL'ANow SaV r r lata o p1 IA. SeAMVIe of LuminaSMS Ee@opt ftam YHf UUYtleer LlgM1Si:f&LonCrof N@qUl£ .. In §!30.2je) �; e3 ez A.KILL ,W m*£^>ytt`el m C¢SCrry F xe U ..,cv d:r ... ,iih Yne mP.mpY�onx rE o3 -j -d.' L- N _:4 riM1:V iSLSY I v, mamtl n'.WT M1ance la `1 v A" an> 1 INe Y1 vRg4^L - 3$ L6>1.11SP.V CA A, IFm®L To I Ed.,, qtly s low NIA o, ,a'.e:Di, Y:I L-1 Nle „" .,. OUTDOa3R LIGHTING mom.-: mrnv f - •� . A. Atentlaiory, OntUO01' URbONg ONTL A D ENDALlAtt Statements IT tl,lik it, LIJ liII I f LIKE 'I aigM t lKKrl II l, l orti L, to Irt C I YrIlYLIE III the 5,1,t tjAV ormory , A llC 'I )_ICl,,I n4 :M Ig a. In t My "n+e ca Iq a IM Lilly I, I fl"t: of M1"t AN ItyrillIod YlALN-L,'In §1J LI )4rt'el 4 a4r f, �etm.'nply .n F. WD="+1'e Ne9 n nv'atl_11..sd :V IYts'lesa av+fa rew.h .h Rx Hare nzmr3um r' alum f 3P! E3 P lt$, G ea Nnhx'.p4 m k f. .:rat } 9 In. hal ice R' _m Stt 110.'Ib S 7A.raid ! td A, tKrYrETrl f - 45 t lYN,), IhI II 1, Ar" res... y) N.- 1 ILL] I., ll 4 k t ISGr G ¢v!<r ++e-. s r+a cewtl _..t . ILL, CI[ LM'.. Com, 4 vvl_ Uggf dCH -' it 1 W L -I N'. -n IC--+gFL c�Cwf'�,h c�.[ml a.� +vum:nlc esw fh n.'[fleA unVi-^enc urdtaaJSZW6ffy'11 eco R If ..n�ld tl ig",y d nc''c't 1 d yna. 31 RM1 le. rt'I. '. y' e Ntlrg'. I I'. LIN9 dopa rg E I ^F "' r"m .m-�aauh 34 hu c.. .F.e g.uu Ld, 4ha a<o, mlkd Nah....... ILL, VCnc mofrN T' S 9 ) 'y3. NI GF oild I, Sall, FI.Itlltt, .1 .1rl.t I Iglu i.1 orytil Ix IrNI.1 a -LI UP,91) LjFP, B ld,F Mir O rf P a6fU Ldp t e€LM1+ 4 t 'g4 ng onYl W,I a. tI1tE c d c In Sei 1L', Lti �KWm p d Lk.. y t lib ilf F 1ff' i y '.i' d IF B pl ,r.,ea If cl'm n e. n_c va .y.mbu, a, a m + nfY gmpl.Ll 1 n^m DlN,ml 1.. opa_bl m✓cL of lloti, MIIN Yn Y0 ILI N^:pxdY al A,,Y1A NA.B. OUTDOOR LIGHTING [LR'�111CPif tlt� NCi i -e NRCC CTr_ _c£ L xD tOxWIn8 ICage3of a) rnl ^^�..1tl41A1IN1VpRRN. Fi PELC913Ri mampoo2:E5%M]e A. Ganaral k+tMmYYDn � h13 19w'tl ffz%¢ape Mea: flA fRblelO, V Le rh.'eC e HILL I N G A'tllao A.`a cwt AWC Nan - Gv[cacr >{'�dnH2aeelLL'}. -i{y.d 1IZ-3 ✓t4'3 _ _l . have amF rxd lues Ile AW wia chUaaNlas troll rv- F- ia£aehlig-htt.F tone EanAyTwP.on, et M¢d4?arc5§lo-_14 I 9.ligFtin& [omDianre Oaeumentz cbtrh Comfm esN t4, r, lei. udn+,i} ... M1n pf' It, MI rvI: 4Y En ue c rou&mm VW try yitmllZ v, }9L, P (mai vl 1 bEnL9xf e+v, NI,-vron, C ... K.ailCmvil... S 1911E Jrlx like nk [ro.L_:Ocat. Ill, I NRWLIPONE PMM1r,"I'l IIIIIALLACSMICnm I ❑ aur IU.-: C. Summa Y iNib 'D Rdoa IIgXt BF we WAD, .t� S Y t tALLOJlED'1 tl LMtK If ap \FIX LFUll d 8 Ill wLh'v0 f r -la 8 d ri.n d th 2 nbtidt Al NY CTIrOlsON_a firim1W NoL'02. A fit,yed(&u6f i 04 Sum TobfINSTCLLEU N+Rarrlyf [iogW tl NRGtiROffiC pees 3 _- - Y3R§ o ¢ecFNn iRry' di. Iia. S -P v✓i 4Yc&, tlo ga unl� w r r L vM n. Wlbcr P^mvl lM.a oa'f;l nmrfrmx<-d .. ar, romaEx .mL_V I anld. R: 12( b - tlPo ,S +p. ar T .1 ed Ip[ eral.ys,u a e un�imd1 L. m.. un.A Syn ^Yr'tN.., ICe eeR nrslk w^ryl rtve via.agrrtm £.nalxa[o+nf Nagveo o"RA.D.f A'K,,E.N, TC DedambvrwA 9-'nfNvftleYLenrc vne-lul rvsvU Jte.:.8 +mesa rt e.{q/cN�vvcedoamerc..m comp eh3 _ M41L'rya) F,eaa t <xa n b.. c.l e m r w L dov I Io nm�or 1 -- L h1twoc lfwi i 'to ropt NP. the yotrs q ONRL, nt 2 Nanao S'm N„i nuVle IexL rKlL,I drnmLoh Ill, F .NMCVF aaTND uaaran;a R, R;-_IloeuNa If"IT .L. ret -Rema LmmYmpl. n. rl mis NEIC Uaal--: pMM1 DRDY tt"PiP.,lei o fwoG.. _rdm .. ... 4 h aL Lor`P Lien vFn pl �nm...Y try .. '+•"`GR IJ fAEXU1kEk6aL SW �weLr U+/r"dCt9 i''�''�`' Ar 'a+e 1 4 d It E -)VI Yylil it ( It. AIICUL Lu L. h C F t MC t d t +.Ibl d } all. LL J- E tnb"'tl d ...e d Y .'W p N' 1 fi J X rent 1" f F N k.' 1 tl Id i+h [Ifi J k tl ID k 3 R R n vv p •pl 4. d 0 3P 1 'd r f.. t A R" P i P e' q, Y pA b.. .r +. U rl "U Vb Fein b M V d 6 - fw Y{ 1"d r1 Yl, f - i ALL ."I n.U,r W m bw (Ll A I d( 1".I'I. d :', (, the D , ss m :a u ' d tl a orc ret Mn+ arlr§f r &xz N. nm I»,ai I adaL eoe.whh h,d"en.Mon kha xoMrc rca SavaLluyfor aleWl be sre Eons P .rYa n t ¢ Ri n r 1 • • P I ILI 11rlLA ryxolt FJAN F M .CA -EF A + of I, ..f'o'Jd'ra ivy E' V��WYtle ffil, Yoerceldee�GalCwp'Idna ll nL F li I d R- L 9 X'YI 1 l 3aN Lc vd9 's DlGm st • c.e . In e. n lM n eL.Aa-axelID ,9 C'Elb y1d IyIEF It IT f It.lys L1.1i ru +m.a;e yF d"I "'Al.,l4 ICP r.,KILL , r !LI L2 93 e'1$ Al UT •Jn T J9 T 10 A t C'REC.&AND FIVAMLIAM mGa a wr aur ­IDL I fedIf Nk. uda nNa:sa al <e[N Waal4Ude or i [rb� 1c � ,.i l:. s..a nro.meP*.x _.xa.ae _ ..m. Ma ,a n.,_; r, rti ;. � I¢:�_.v '"n I I C,4, WATTAGE AiLLONANCE ERSQUARE FOOT OF SPECIFIC AREA Table 140,7.S AI ze `n A I ' I, FAI 2 IL SA'I I cl1­10,N,1 n 1 tl pr' - hIdStt _CII.1ill IMI, CIIIIAYEI, D -.ill; T `eh L ` yr NN, If ply,,N, Lrt._LY"d >K. I L"fill,f IIIII t ILL r,ill; .w i N. v"DIN. D, 1 AA a L tAN K NL1 ^„C lau+ia m It FIe pe. rtthlrt cYl,,on 41 E r 0.' 0 D VDI DATM niVED WATTS l", NR2 tl .l A`la (III IM. ns A,.-, M IIII - m ae xn re. 't R set rApdr¢I uuae oU. fly ILL Mrn ho: res rtULL Yu It .. tr -^mN NE, 1 a 4 J4 - - - -- T t + U I cARul.vfii•, R. rRS Erro r".a Lnu I xit, Rurcil.ani+ e`yyn .11,f21C4 '••"_.Orr 111 Ll:ARh A 1 11 L'Clyll O]/x C. ADDITIONAL USE IT OR LOSE IT OUTDOOR LIGHTING POWER ALLONA IaSt AGE SPECIFIC APPA CATIONS `+' toes adtlhsna s(rxi mrtdoor g. t'.nd,v rallax n, she4"e Jre. m a. GM aile.Ired tarc RPaanern.':he acmJ gy, ,p Lr fled. N LILL ytI II, (or d[:u: t . 4+c - r13fp 9 E'+o1, a i rmtaRxlcuances. 1 d#a< W h: rel L h I J kx Id }E1 £ L.- i C:.. 1 RI::Smuns Muµ mm +'re N[aFone. an9 , VIC d, F U 9PR I t If' ' Krolhsi" d1 1 g 1 t Ita 1 1,PN r@I." "'tl D.,I... d, Li. Lt mLlo.fae p,tor 7 U C fa u5 i ?E a L3 U C 0 0.LLdiiTC EVAI fvLMfN WARR G: £4 HnJitlkgArYtRYFfckoy5cmtlaaa <311Norrca"aw Ca+Lorplasse _ IwpvA�S j U$v amP.E eyryc 4e .y Stand... afi 1pr'rettl.r'<I C.mLL"r. 1u(.flEaM1fi I ,n..lo nR e'S^/HIL Iran6'ry lohm*s'de[al mp+n ^L^ ---- drguu`WRF - - -- - - LH pd,ngEnergYlH Evtv$e.1nd»Yd.-2( . re.'.ervlT lbmn a+b - -- Aprll:Uab DSPYDOOR LdGHTiNG POWER ALLOWANCES h Wn [M1Abyau-� -,J OUTDOOR LIGHTING POWER ALLOWANCES ', 11 OUTDOOR LIGHTING POWER ALLOWANCES All ., LIGHTING POWER ALLOWANCES I 'm:P,n. ar.[nn Ir , xR3 .ii'mix.. mesal -nn aY, nm C, ! I m 1 pll dJ 0 ,r-.F<oL +..�-e.+.. pMM1 DRDY tt"PiP.,lei o fwoG.. _rdm .. ... 4 h aL Lor`P Lien vFn pl �nm...Y try .. '+•"`GR IJ fAEXU1kEk6aL SW �weLr U+/r"dCt9 i''�''�`' Ar 'a+e 1 4 d It E -)VI Yylil it ( It. AIICUL Lu L. h C F t MC t d t +.Ibl d } all. LL J- E tnb"'tl d ...e d Y .'W p N' 1 fi J X rent 1" f F N k.' 1 tl Id i+h [Ifi J k tl ID k 3 R R n vv p •pl 4. d 0 3P 1 'd r f.. t A R" P i P e' q, Y pA b.. .r +. U rl "U Vb Fein b M V d 6 - fw Y{ 1"d r1 Yl, f - i ALL ."I n.U,r W m bw (Ll A I d( 1".I'I. d :', (, the D , ss m :a u ' d tl a orc ret Mn+ arlr§f r &xz N. nm I»,ai I adaL eoe.whh h,d"en.Mon kha xoMrc rca SavaLluyfor aleWl be sre Eons P .rYa n t ¢ Ri n r 1 • • P I ILI 11rlLA ryxolt FJAN F M .CA -EF A + of I, ..f'o'Jd'ra ivy E' V��WYtle ffil, Yoerceldee�GalCwp'Idna ll nL F li I d R- L 9 X'YI 1 l 3aN Lc vd9 's DlGm st • c.e . In e. n lM n eL.Aa-axelID ,9 C'Elb y1d IyIEF It IT f It.lys L1.1i ru +m.a;e yF d"I "'Al.,l4 ICP r.,KILL , r !LI L2 93 e'1$ Al UT •Jn T J9 T 10 A t C'REC.&AND FIVAMLIAM mGa a wr aur ­IDL I fedIf Nk. uda nNa:sa al <e[N Waal4Ude or i [rb� 1c � ,.i l:. s..a nro.meP*.x _.xa.ae _ ..m. Ma ,a n.,_; r, rti ;. � I¢:�_.v '"n I I C,4, WATTAGE AiLLONANCE ERSQUARE FOOT OF SPECIFIC AREA Table 140,7.S AI ze `n A I ' I, FAI 2 IL SA'I I cl1­10,N,1 n 1 tl pr' - hIdStt _CII.1ill IMI, CIIIIAYEI, D -.ill; T `eh L ` yr NN, If ply,,N, Lrt._LY"d >K. I L"fill,f IIIII t ILL r,ill; .w i N. v"DIN. D, 1 AA a L tAN K NL1 ^„C lau+ia m It FIe pe. rtthlrt cYl,,on 41 E r 0.' 0 D VDI DATM niVED WATTS l", NR2 tl .l A`la (III IM. ns A,.-, M IIII - m ae xn re. 't R set rApdr¢I uuae oU. fly ILL Mrn ho: res rtULL Yu It .. tr -^mN NE, 1 a 4 J4 - - - -- T t + U I cARul.vfii•, R. rRS Erro r".a Lnu I xit, Rurcil.ani+ e`yyn .11,f21C4 '••"_.Orr 111 Ll:ARh A 1 11 L'Clyll O]/x C. ADDITIONAL USE IT OR LOSE IT OUTDOOR LIGHTING POWER ALLONA IaSt AGE SPECIFIC APPA CATIONS `+' toes adtlhsna s(rxi mrtdoor g. t'.nd,v rallax n, she4"e Jre. m a. GM aile.Ired tarc RPaanern.':he acmJ gy, ,p Lr fled. N LILL ytI II, (or d[:u: t . 4+c - r13fp 9 E'+o1, a i rmtaRxlcuances. 1 d#a< W h: rel L h I J kx Id }E1 £ L.- i C:.. 1 RI::Smuns Muµ mm +'re N[aFone. an9 , VIC d, F U 9PR I t If' ' Krolhsi" d1 1 g 1 t Ita 1 1,PN r@I." "'tl D.,I... d, Li. Lt mLlo.fae p,tor 7 U C fa u5 i ?E a L3 U U5 0.LLdiiTC EVAI fvLMfN WARR G: £4 'U �.._. I OfiLiM T LI FRNGI 1 :� an vya $e •oft F Irerof dl FNI 'ntl L Sr on= 3 Al NIC; h Wn [M1Abyau-� DNi" Qual l.rr,y ALI, cl,,K 0r a ha [.,,, 0 %ID m,nler, C9m s Ir'•a M1+M 'm:P,n. ar.[nn Ir , xR3 .ii'mix.. mesal -nn aY, nm C, ! I m 1 pll dJ 0 0 � s. r w -t_ If.-lrxAnsnr c [93a P'a a r I a aCrac Iv. .ent SaV r r lata o p1 C-2. WAIL AIEL At LOWA'%CE PER ITNR C NY Y H (Sales F Anleg@) iY im. able ME. 1-6 U rKIT I A iYA"'f" 1' JSBS pPY CCHI Itin, P. n Ufple r.w Y Ytna.,,ED,,r p y YL If 6£ 1, r U5 0: G: £4 'U ..._ A NAI.E I OfiLiM T LI FRNGI 1 :� an ES.GM. bo nMr L Sr on= 3 1 ItN B- AHIrred LlliI .SUM'Yo IAI OW bV W=ar g ae NH]rw Vffi. i pll dJ r2.r own s. r w -t_ If.-lrxAnsnr n e ear. bo [93a P'a P/ iM r I a aCrac Iv. .ent Ls }. a .N.xR A, -6�44u'yF y .Lwvq len tats YStAa.-c'Wnd .nmViave ,e uaq 936 rvmm L r, Ill 1111 Yt3 LTOL} .- ntt JNF'+Y F ¢p5 A4Ef. EN: F£fFl A.. r.mr tt.l anf 1 AES iUNTAG£ 4 I I OfiLiM T LI FRNGI 1 :� an bo nMr L Sr on= 3 - U l i .SUM'Yo IAI OW bV W=ar g ae NH]rw Vffi. i I %Al (B' } B GENENAE HARU5CAPE LI6N7INO POWER ALLOWANCE FROM EABSE 14O.T:4 5 .len a 3a d� ae Aman AI „w. x¢AVffi 1 I fLc.. wacn..VA9 'LAf,m l...d Il to A.KILL Vt V2 os s rfi 9k m rE o3 -j -d.' L- r I v, mamtl n'.WT M1ance la `1 v A" an> 1 INe Y1 vRg4^L vaX. w n.l i rIt y l I fi&LAT1SE r( Jl ce 4.arA Is O.F Nn rercu3a l_sq oxe la.M.e:y2tlffi LEhE LA �IiYEERIL lae ewwaw Ae we UCH ZING OLS VC I LLLCI OCAL ENLI HLE Al NL 27201 Cage Icahn Cana PRIM CA 92 ti24 Ph. 949.20 1. !,M candeLaengineering.com I I i Z I 0i w 7 i LL I I i l l i i I I I i T (® w 1 i✓ 'Y'. i LuI i � g wo ALL -� LOD i00 co � s I3:1 �: r 0 I 4,,,/pp�y� LIJ z4.� CL w Itty- Lu 6r6u 1 LOIJ 04 L w DRAWING TITLE: OUTDOOR TITE 24 CALCULATIONS DESIGNED RB DRAWN RS (CHECKED DD DATE 02126/2019 JOS N©. X5-034 ------------- ------ CAD FILE SHEET NUMBER T. i j 49 OF '71 SHEETS Cost titin n, stud cup win set acsaw$.— Tr h r, a —PNViSSN 11 ' r= �nmirwmxue. E0. Wf4W k4 Aµ➢Gli�4XJ0['� alal u ^-.�-� . T -/ / IGC cR�uN➢ SPLICE wrrH �cuR cclNrucTllRs m D 2 A—A (1:1) SECTION TOP VIEW O 7 PENETRATE STEEL FLANGE USE MASONRY BIT TO DRILL CONCRETE BOX AFTER CONCRETE SKIRT IS IN PLACE TO PREVENT DAMAGE TO Jeff Grimes 5111201 f 4 I IVC, SINGLE CONDUCTI]PS v'pfh-- mY.Scct 'Il LSY:.'I CD - SPI ICE w t -i i' THREE i:ON JL IF"•••.RS ....:'k I;CS+Y Y.M^ Fry!✓'tNi14 tl. 'nSTAA -. . GRIDEJN➢ SF'L_^E'WITH TT,pl Ct7NDUCTGRS SPLICE WITH FGUR CONDUCTaR.S N07ES: STANDARD STREET Aft wink shah confirm to the "Ola xite safe of the { STANDARD STREET spovkhatfons entified 'Stmoo d Specv'f=&VA Slate of b0, 010 mio, 8usholser and hansportabon Apeacy, ___.._.._,_.....,o.. OepaNmeal of 7ronsplxtatiwt, amhwl eddlon, and LIGHT DETAILS� these Special prolusions PULL 5cx IUETRI_ tahole a shoes be cobra .head fype no pressure smarm vapor with Toe N pholoalartrc Call axe a -^' bevfast wthe provides 55 volts to the b A A i}pe IV .'C'0. e0k CP. CI43 tefrm'tm shall be used at inlasectims, and a foe If Vii, CALIFORNIA two-way shalt be used of mid -Nock brntims. tens CITY ENGINEER shah be glass or palrovbanrte plastic. Bub she be FPFRG4EL^, riff) welts (4300 hmmen) an majx streets and 70 AVfftObLYJ waits (5800 krmm)' m imal street. ''.. CITY OF BAKERSFIELD Steel pole, mast tem, rmd one connecUms shop/ CITY OF BAKERSFIELD ca,tam to State a mdads ,be T}pe 15 fighting CALIFORNIA starded wily 6' mast arm Coombe n, dumhum CALIFORNIA Ades may oLv be used ,4Csmit soeciffixBons for cTYElCTNEEIR apprroNd. cr+EMGIs,Era- Puff box shuts be we .t-1/2 And she# be located within 5' at the street hot old anstded Bush with the '. sRkwa k (Yavwf i3f4`max.) shMl bo placed under fhe ' puff box her dra6mge (sae data #). Pa# box mw shat! be naked As identitf R os sheet lighting. Pug box shall be precast canasta. Wahl fine the ulpity r,ampoay stepwise box to the puff box at the base of the pole shelf be RO mm. soba a See dela;! Si -26 far mounted street sfmrded copper, she ulhTy a, pry save he nob'tted lfwnt Awebmirg prior to, seat a representathe shah be present dnusg any wont eodun the mealy company's , ae box. 01ring 4,9' x 55' henshtda aro' haw the puff bar to the Aminare Ad be (12 mm. cow wo 025' x P 5' soba our s4'anded ompar Voltage &ap from Me utittly redxfar, mm?t reg ra"ded ti: whake of holo oarpany..strom box to the lummase stebi nal omhed 59 eshm at The abbel company mire box shalt be f20V. (7. N may be used er aerhatn alroumstowes 0.5' 13 NO yrCexddrg nut welded to sut?cr to the cyprovW of the Lily Etooesr). drside of pole apposite hamNicle: C'mo ing wlra from Me henvows, to the grnunumb, rod OW be 0 bare oro, x. An in -tee fuse M the 12' x 12' x t 0, dscse wIptandel coodollor ar conducfine aWy and a ff' o plate (see data# abowe). x B` img we or CrI pa clad grovemng rad s0all be located ai fhe pup box. 4 4SW A-'307 Anchor hosts. 1.0'x 3'G x 9.0' with hex nut, lerexmg nut std two wasras for m the puff box shoX be taped and waterproofed woh bolt with as ayprcrrd oleatricaf aaatiag. Candxit shelf be 1-1f2'm;6mxm 6m i br -rlrwe, 40 npd w mmetobc cxAbo dt coetermarg to Dt Staad,xd 2.0° man gPvt under base alfa' Is wily tF 651. Carhop sxa`i hate a eeb4r.wn cover of 18" See ,Standmd DeMalf 5T-24 Sembla mvdo%t may be ased where the type of papa WO not occwt 7-1f2' cencUrt subjmt to fere gaproval - of the City En 1.5" Candor£ With Cirenrn hies pale and mast am after cutfrng i2` m've tables bard fmmiag, arc 4 a ara+twmsnce wish ASIX A O?J Gtdmbe df ramovm'u'e pate mctudag anchor bolt% %n caofamaCa 06 457M A f5X Cass 3 iron- reetaod befG rv.cwnuc: sou_uaa€v cast fmmdatian L. TA A/ F`1 A 01` h axff 5/2/' Tr h r, a —PNViSSN 11 ' r= �nmirwmxue. E0. Wf4W k4 Aµ➢Gli�4XJ0['� alal u ^-.�-� . T -/ / IGC cR�uN➢ SPLICE wrrH �cuR cclNrucTllRs m D 2 A—A (1:1) SECTION TOP VIEW O 7 PENETRATE STEEL FLANGE USE MASONRY BIT TO DRILL CONCRETE BOX AFTER CONCRETE SKIRT IS IN PLACE TO PREVENT DAMAGE TO Jeff Grimes 5111201 f 4 I IVC, SINGLE CONDUCTI]PS v'pfh-- mY.Scct 'Il LSY:.'I CD - SPI ICE w t -i i' THREE i:ON JL IF"•••.RS ....:'k I;CS+Y Y.M^ Fry!✓'tNi14 tl. 'nSTAA -. . GRIDEJN➢ SF'L_^E'WITH TT,pl Ct7NDUCTGRS SPLICE WITH FGUR CONDUCTaR.S 4370D, x 12" GALVANIZED STEL ?RT=E, ATTACH TO Fr 7Q E. WITH •-zL�13� F17TER ATTACHIVIDNJ. 7 s 12' MIN, A y�. .par � oche . rDn_ -. G LIGHT POLE PULL BOX INTERMEDIATE PULL BOX NGN TRAYF'IC AREAS PULL. BiDO BGX'- OLDCASTLE B1017 OR APPROVED EQUAL WITH GALVANIZED STEEL SKID D RESISTANT BOLT DOWN LOCKING LID MARKED `STREET LIGHTS' LOCATE PULL -BOX WITHIN c' OF POLE BASE WITH CONTINUOUS CONCRETE APRON - 200' NAXIMUN DISTANCE BF.TWF.EN PIAL DOVES INSTALL £3' MINIMUM THICKNESS Of 3/4' CRUSHED ROCK UNDER BUX FOR DRAINAGE INSTALL 2- MORTAR BED ON GRAVEL I'D SEAL BOTTOM OF BOX INSTALL 3/4' PVC BRAIN PIPE TO ALLEVIATE STANDING 'WATER IN PULL BOX BLIND LID AND :RAMC E STANDARD STREET s s zor STANDARD STREET �,e«,r - STANQARf.7STREET ' LIGHT DETAILS� ° LIGHT DETAILS� 'VI crr'.ma�zrrr+ PULL 5cx IUETRI_ F,r,u'<szN NTS PULL Efts 3PLICikB-G90HN0 u M.. .'C'0. e0k CP. CI43 ,.,. CALIFORNIA N CITY ENGINEER N FPFRG4EL^, ' AVfftObLYJ CITY OF BAKERSFIELD ST -23.3'. CITY OF BAKERSFIELD S1-_23.2 CALIFORNIA CALIFORNIA cTYElCTNEEIR cr+EMGIs,Era- 4370D, x 12" GALVANIZED STEL ?RT=E, ATTACH TO Fr 7Q E. WITH •-zL�13� F17TER ATTACHIVIDNJ. 7 s 12' MIN, A y�. .par � oche . rDn_ -. G LIGHT POLE PULL BOX INTERMEDIATE PULL BOX NGN TRAYF'IC AREAS PULL. BiDO BGX'- OLDCASTLE B1017 OR APPROVED EQUAL WITH GALVANIZED STEEL SKID D RESISTANT BOLT DOWN LOCKING LID MARKED `STREET LIGHTS' LOCATE PULL -BOX WITHIN c' OF POLE BASE WITH CONTINUOUS CONCRETE APRON - 200' NAXIMUN DISTANCE BF.TWF.EN PIAL DOVES INSTALL £3' MINIMUM THICKNESS Of 3/4' CRUSHED ROCK UNDER BUX FOR DRAINAGE INSTALL 2- MORTAR BED ON GRAVEL I'D SEAL BOTTOM OF BOX INSTALL 3/4' PVC BRAIN PIPE TO ALLEVIATE STANDING 'WATER IN PULL BOX BLIND LID AND :RAMC E —N LIGHT AS'SPECWIED CONCRETE (NOMI- INFORCED` :GRS 90' NATE» f4RQ fi)E TEMAIDRARY, CONNECTk7IN T. FIXTURE' DETERMINE EXACT LGCAI10N AND AIMING AT 'SIGHT WJITII WNIY'S REPRESENTATIVE .BEFORE .OnUMNIC FOOTItNG— CANDELA a P7C3IYdY IEERN UCH, INC DESICN I ELECTR;CAL ENCINEERINC 27261 Calle IAra Jana Polm I.A 92625 Ph. 949.101.:±.333 :arts=taen�nettvlgsnr No. 20627 , .EXP. D3;r3f2Q-K 9) STANDARD STREET s s zor cru LIGHT DETAILSMC: ' M11 RP,FiN PULL 5cx IUETRI_ c NTS CITY OF BAKERSFIELD ST -23.4 CALIFORNIA CITY ENGINEER —N LIGHT AS'SPECWIED CONCRETE (NOMI- INFORCED` :GRS 90' NATE» f4RQ fi)E TEMAIDRARY, CONNECTk7IN T. FIXTURE' DETERMINE EXACT LGCAI10N AND AIMING AT 'SIGHT WJITII WNIY'S REPRESENTATIVE .BEFORE .OnUMNIC FOOTItNG— CANDELA a P7C3IYdY IEERN UCH, INC DESICN I ELECTR;CAL ENCINEERINC 27261 Calle IAra Jana Polm I.A 92625 Ph. 949.101.:±.333 :arts=taen�nettvlgsnr No. 20627 , .EXP. D3;r3f2Q-K 9) DRAMNG TITLE. BAKERSFIELD '.. LIGHTING DETAILS DESIGNED ---- RB DRAM RB I' CHECKED DD DATE 02126/2019 JOB NO. X5-034 CAD FILE SHEETNUMBER i S{S OF 'Tt SHEETS 1 I cru ' i LIJ DRAMNG TITLE. BAKERSFIELD '.. LIGHTING DETAILS DESIGNED ---- RB DRAM RB I' CHECKED DD DATE 02126/2019 JOB NO. X5-034 CAD FILE SHEETNUMBER i S{S OF 'Tt SHEETS GENERAL NOTES 1, THE GENERAL CONTRACTION AND EACH _SUBCONTRACTOR SHALL. VERIFY ALL, DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORKTHE YRCH,T. 0R EYWYREAL BE NOTIFIED IEC OF ANY DISCREPANCY. 1. 01h1ENS'ONtNu SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. 7 Ph.A. )F iA 1S AND - A � GTS.FA .E° ARE PdINN;(MINIMUME GENERAL NO 1 REQUIREMENTS TO BE "ED WHEACONDITIONS ARF NOT SHOWNnW N OTHERWISE, 3. NOTES AND DETAILS ON ORA4kING5 SHALL TAKE PRECEDENCE OVER L :c Ir GENERA_ NO--.. AND TYP n_ DETAILS. V.'HEHF. NO DETAILS 'RE ._ SHOWN C)NS.R3vT:ON SHAD_ Cn.,NrOR..1 TO SIMILAR WORK ON PROJECT, 4 ALL WORK BROIL CONFORM TO THE MINIMUM STANDARDS OF THE 2816 EDITION OF THE CALIFORNIA BUILDING CODE, AND ANY OTHER ^REGULATING AGENCIES WHICH HAVE AUTHORITY OVER PORTIO N OF TEWO, INCLUDING THE SLATE 0, CALIFORNIA DIVISION F INDUSTRIAL SAFETY, AND eCSE CODES AND STANDARDS LISTED IN THESE NOTED AND SPECIFICATIONS. 5, APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL CR AL! 0`WABLE FAILURE TO COMPLY WITH THE. PLANS AND SPECIFICATION& ANY 'DESIGN WHICH FAIR 70 BE CLEAR OH IS AMBIGUOUS MUST BE REFERRED TO -FIE DESIGNER OR ENGINEER FIAT INTERPRETATION OR CLARDC.ATION. 5 SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR PITS, TRENCHES, ROOF OP NINGS, DEPFLESSIONS FTC NOT SHOWN ON STRUCTURAL DRAWINGS, 7, VIBRATION EFFECTS OF MECHANICAL EOUIPMENT HAVE NO[ BEEN CONSIDERED BY SNC B. THE DESIGN ADEQUACY AND SAFETY OP ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC ,S SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS ACT BEEN CONSIDERED BY EIRIGME,11C. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPL,CAT!OF OP ALL SHEAR WALLS, ROOF .AND FLOOR DIAPHRAGMS AND FINISH MATERIALS HE SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. OBSERVATION ''VISITS TOT F SITE BY liMprWINKI, SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS, p CON RACTOR SHALL INVESTIGA E SITE DURING CLEARING AND EARTHWORK 0 E_RAT'CFN+ FOR IILL.EO EXCAVATIONS OR BURIED STRUCTURES BUSH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC., IF ANY SUCH STRUCTURE'S ARE FOUND, M%AG',NC. ANO THE SOIL FNiINEER SHALT HE NOTIFIED OAMEDiATELY. 10, CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE '_BAD PER SQUARE FOOT, PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH, 11, CONSTRUCTION DOCUMENTS IDENTIFIED A•9 'BID SET' ON ANY OR ALL SHEETS MAY BE 5UBl7.CT TO REVIEW THIS REV;@W MAY RESULT IN CHANGES AYI MAY BE MADE TO THE PLANS PROD TO THE ISSUANCE OF THE -!NAL CONSTRUCTION SE'" WHICH WILL CONTAIN NO `BiD SET' DESIGNATIONS. CONSTRUCTION DOCUMENTS IDENTIFIED AS 'BID SET' .ARE NOT CONSTRUED AS BEING THE COMPLETED OR FINAL DRAWINGS AND THEY SHOULD NOT IN ANY WAY BE REFS A4 SUCH. 12 ALL GUARD RAILS AND HANDRA,LG SRA'_L BE DESIGNED TO WITHSTAND A 1 ATRAL PONT LOAD OP 200 POUNDS APPLIED HORIZONTALLY AT FIGHT ANGLES, AT ANY POINT TO TOP RAIL. A ED ELF LOAD I; REQUIRED AT 3 YORY AND MUCII-FAMILY. 13. THESE PLANS ARE INTENDED SOLELY FOR THE USE OF THE OWNER FOR CONSTRUCTION AICD ARE EXPRESSLY NOT INT'IKIDDD -014 LEI - IN MARKETING, EXTERIOR ELEVATIONS AND OTHER DETAILS ON THESE PLANS ARE ONLY A REPRESENTATION AND MAR VARY S{GNIFICANOY FROM THE A TJAL CONSTRUCTION. 14 F09 'VERY LOW' 'EXPANSIVE SOILG THE SLAB -ON -GRADE REQUIREMENT'S TO BE PEP THE SOIL =ENGINEERS HECOMENDATIONS SOLELY. THE SLAB -ON -GRADE IS A NON-STRUCTURAL 'il-EM AND THEREFORE HAS NOT BEEN UESIGNEC BY THE STRUCTURAL DESIGN ENGINEER, 15 IN 'HIE EVENT OF CONFLICT BETWEEN THE .ARCHITECTURAL CSF.NEMA.. NOTA STRI AND THE I STRUCTURAL SH LL CRALOVE NOTES PONT SGN1, Ti-'- MORE STRINGENT REQUIREMENT SHALL COVERS. STEELSTRUCTURAL 1. THE SANCTIONS IF ALL MISCELLANEOUS FABRICATED METAL PRODUCTS S- R ,n r, - - rI ,,.?OWN HE E N APE h T INTENDED 3 BE U EU A� FABRICATION SHOP CRAYVINGS. THE METAL FABRICATOR HALL BE AE pONFOR ALL METAL FABRICATION LI IN WE WITH, ALL NATIONAL, „ TATE AND LOCAL CODES AND POLICIES AS WELL AS TH_ AMERICAN LN.. T: RITE OF STEEL. CONSTROC7ION AND ANY OTHER INDUSTRY ,STANDARDS, ALL METAL FABRICATION PEGGNC ARE TO BE SUPM'TlD TO AND APPROVED BY s FT z n+'� - s - B. THE LOCAL BUILDING INSPECTION U_ AHTMEN _ESP ONSiBtF FOR Tl.t PROJECT PRIOR TO FABRICATION, ALL DIMENSIONS, DETAILS ETC, SHOWN HEREON' ARE INAl L AF TO ED LHEMALC AND HFI LD IGNCO 6 O , VEfliF,ED WITH ALL AFFECTED SUBCONTRACTORS, FIELD CONDITIONS, AND THE REQUIREMENTS OF ALL GOVERNING AGENCIES AND FANRC'A1"I0N STANDARDS. PLED CA ON! Al) ERECTION Or: STRUCTURAL STEEL SHALL BE IN REACCORDANCEITN WITH 'SPECIFICATION TION ROH THE RESIGN, ABUR _ 40N nc I ,AND ERECTION STRUCTURAL STEEL FOR BUILDINGS', P,IS CURRENT EDITION 2. ALL WELDIN3 SHALL BE PEHFOHMED BY CERTIFIED WELDERS, UFING I CI- ELECTRIC SHiF_LDIN i PROCESS AND CONFORMING TO AWA S E,IFI': A +ONS, E70XX ELECTRODE.. 3. ALL STRUCTURAL STEEL SHALL FIX FABRLGATED IN THS. SHOP OF A LICENSE. FABRICATOR AND SHOP DRAWINGS CHAT L BE SUBMITTED TC THROUGH THE ARCHITECT F3R APPROVAL PRIOR -0 ARHICATION. STEEL FABRICATOR SHALES SUBMIT SHOP DRAWINGS TO THE GENERAL CONTRACTOR AND OWNER FOR REVIEW PRIOR 10 FABHFOATION ANY PROPOSED rLV14HON ADDITION OR QUESTIONS SHALL BE NOTED CONSPICUOUSLY AND GLEAM Y ON THE SHOP DRAWINGS. STEEL. FASHICATOR I, A L T) -LD CHECK ALL DIMENSIONS PRIOR TO _--REQ :LGN TO PROV.2E FOR A PROPER FIT, ALL FIELD 'WELDING EXCEPT MINOR AND TACK WELDING SHALL EE. CONTINUOUSLY LY INSPEC TED BY AN APPROVED WELDING INSPECTOR. 4.. USE 3/4' ROUND MACHINE BOLTS 13/16' ROUND HOLES, FOR ALL CONNECTIONS, 'JN C v, /ITISCRWISE SHOWN, ALL BOLTS, SHALL CONFORM TO AJ7M A-307 FOR UNFINISHED BOTS, EXCEPT INHERE SPECIFICALLY NOTED AS HIGH STRENGTH BOLTS WHICH SHALL CONFORM TO ASTM A,324 CP ASTM A-490. HI TENSILE BOLTS SHALL BE THE FRICTION TYPE AND THEREE SHALL BE NO PAINT OIL LACQUER OR GALVANIZING BETWEEN THF CONTACT SURFACE, HIGH R-RENGTH BOLTS REQUIRE SPECIAL INSPECTION PER SEC, 1701,1 PROVIDE HOLES 1116 CIA, LARGER THAN NOMINAL BOLT DHH, U.N.O. 5. ALL STEEL FX'GSCO TO WEATHER SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION, 6, WIDE FLANGE SECTIONS SHALL CONFORM TO .ASTM A-992. 7. PIPE C0LUMNS SHALL. CONFORM TO ASTM A -53-B (TYPE E OR 5), U.N.O. 8, TUBE COLU44NS SHALL CONFORM TO ASTM A-501 CR A-500 GRADE 8. U.N.O, 9. PLATES AND OTHER SHAPES PHOTMENTIONED ABOVE SHALL CONFORM TO ASTM A-36, 10. WHERE FINISH LS ATTADHED TO STRUCTURAL STEEL PROVIDE ill' BOLT HOLES AT 4'-0' O/C FOR ATTACHMENT OF N BEERS. SEE ARCHITECTURAL DRAWINGS FOR FINISHES, TOR NELSON STUDS 1/2' X 3' CP!..}, IT NONDESTRUCTIVE 1E%TING PER 2016 CBC SECTION 1703 ON STEEL MOMENT CONNECTION BETWEEN STEEL BEAM AND STEEL COLUMN, ALL FULL PENETRATION GROOVE WELDS CONTAINED IN JOINTS AND SPIT SHALL BE TESTED 100 PERCENT c1T.HER BY JI-TASONIC FOUND O1 3Y ?IADLOGRAPIff. GLBS/MFRD. WOOD PROD. I . ALL GLLED LAMINATED MEMBERS SHALL BE MASE OF 1-1/2' DOUGLAS FIR LAMA AHOJS COMBINAI CN 24-F PER LITH, 2 IND. APP .RADE lb2400 PSI, Fa 240 I; E -18X106 PSL 3. :NOES, DIAL APPEARANCE GRADE SHALL BE :USED WITH S MOISTUflF CONTEST BEN ? 14 PERCENT,UNLESS EO OTHERWISE, 4rABRICATOR SHALL SP A MEMBER OE A1TC AND ALL FABRICA?IOP- SHAzl BE PERFC'RMEG IN ACCORDANCE WITH ATO A`90,1 A ASTFA 3737. LUMBER SHALL BE MARKED KITH AN AIC O-ALTY MA^I( INDICA'T'ING CORFORMAN"', WITH THE COMMERCIAL 31ANDARI. STRUOTURnl GLUED LAMINATED LUMBER 6. GLUED LAMINATED MEMBERS SHALL BE ACOOMPANIFC BY A CERTIFICATE OF INSPECTION CONTHAG.OR -SHALL BEAR EXPENSES OF INSPECTION AND TESTS. A CERTIFICATE OF INSPECTION SHAL BE SUBMITTED TO THE BUILDING DEPARTMENT. 5, THE FABRICATOR SHALL SUBMIT COMM EYE SHOP DRAW-NC.S TO BUILDING CFPARTM=_N7 AND EBNfSIVE,%IC. FOR APPROVAL PRIER TO F.ARRICAT'rON, 7. ALL GLUED LAMINATED BEAMS SHALL HAVE NO CAMBER, UNLESS NOTED OTHERWISE, 8. PARALLAM Pu. -CE BY 1 -LEVEL- PER FEB 138T fp 290 "0; Iv -290 PS E-2.0 x 10 6PS - PEA 25202 TIMBERS FIAND La 155F BY ;-LEVHI FEB ESA -1367 fb=232. PS fv 310 PSI Emi.S5 A 1,36 PS - HR, 25202 VEfl A LAM PSL 20 C BY BOISE Ct OAM PER 1,90 SR 040 DI 3100 PSI, Iv -286 PS! E72.0 x 106 PSI RIG;J AN LVL GOB BY ROSEBURG PpF Po E - Sri -11'0 III T LL Iv=28PSI E 20 x 106 PSI ROT25439 RISIL AM I AT 1.5E BY R65[BURG P IT LCC, EMI -1210 fh=240v PSI 1V-220 PS E '6 x 1066 PSI RR#25439 ULUI AM IVAI BY BOISE CASCADE PER ANSI/AITC A19010 fb-d,iv . S6 Iv=26b P5, E=1,8 x TOO FRI 9. PROVIDE MULTIPLE 2,x4 SQUASH BLOCKS UNDER BEARING POINT LOAD FROM ,ABOVE TO TOP PLATE, )E -OW AT FLOOR LEVEL. 'KJ '-IFVFI I -JOISTS PER CC CSR#1153 RRR255SO LOVC'A%NA PACIFIC :OASTS PER IGG ESS41130. RR#2517$ 9013E CASCADE [-JOISTS PER ICG ES9#1336, BR#24999 ROSEBURG I -JOISTS PER ICC ESPLI12AT RRR2+439 fl. ENGINEERED A.Oi?D PRODUCTS SUCH AS'REFABRCATED WOOD FaOISTC STRUCTURAL GLUED LAMINATED TIMBER, STRUCTURAL COMPOSITE LUMBER AND DESIGN TRUSSES SHALT ACT BE NOTCHED OR DMLLED EXCEPT WERE PERMITTED BY ;HE MANLIFACTIJRcR'S RECOMMENDATIONS OR WHERE THE EFFECTS OF SUCH AITORATIN, IS APE. SPECIFICALLY GONSIDERED Al THE DESIGN OF ;HE .MEMBER BY A REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE ,CHARGE, LUMBER/CARPENTRY ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE MERICAN SOFTWOOD LUN9EP -STANDARD DOC PS 20, ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL. BE PRESSURE TREATS ,.D DOUG '18 WITH SODIUM BORATE (SBX) 011 DISOD;UM OCTABORA'FE T ..R.AHYDRA,E'DO H. 3 HOLES FOR BAR I'S SHALL BE BORED WITI4 A BIT 1132' TO 1/16' LARGER 'CAN THE NOMINAL BCL! OIAMETER d ALL BOLTS SNA.,. BE RE-TIGHL.NEI, PRIOR TO APPL£CATION OF PLYWOOD, PLASTER. ETC. 5, STRUCTURAL. MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS ; ED N P I IC, - Y JD. RDETAILED. 3 EGF A_L GC 0 LBEPL 6. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN .iO13TS OR RAFTERS AT ALL SUBPARTS, ,:- PT WHEN LESSENED. n 7 CROSS BRIDGING SHALL BE PROVIDED 80' 0P, VAX FOR ALFLOOR JOISTS OVER10 N -RE AND AI HOOF OLOVER 10' DEPTH. USE SOLID BLOCKING ON AN APPROVED TYPE META.RIGGING. WHERE STATED IN fRODJf,CC RCPOHT, CT05, BRIDGING IS' NOT REQUIRED FOR PRE rABR.CATEO I JOISTS. B All WOO: STRlJC GF" -j- PANH SHEATHING SHALL BE APA RATED EXPOSURE 1 CR EXTERIOR GRADE, UNLESS NOTED OTHERWISE, AND CONFORM TO DEC PS 1 OR PS 2. EACH SHEET -SHALL BE INDENTIFIED BY AN APA REGISTERED STAMP, 9, ALL BOLTS BEARING ON 'WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND NUT UNLESS NOTED OTHERWISE, 10 At METAL ANCHORS, FASTENERS AND CONNECT -RS ETC. SHALL BE FROM SIMPSON S LONG -TIE LTM) S'LBAN-UTICNS MUST BE PRE APPROVED IN WRITING BY EBYHAIBNC 11. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH, 19., MAX. MOISTURE CONTENT, OF THE FOLLOWING GRADES UNLESS NOTED OTHERMISE 2X4 STUDS (UP TO 1U)1,,111, STUD' OR BETTER X4 STUDS (OVER 101 ...'NO.2* OR BETTER PLAIES R LIS AT AN S 'STANDARD' OR BETTER 2X6 STUDS.. ,SSSS.. PIGS 2X JOIST NOS 4X10 POST AND SMAL-R..... NO2 OR STANDARD 4X12 POST' AND LARGER..,,., .. NOT BEAMS AND., STRINQEBC, 1X10 ANO SLAVER ..,,_ NOG 4X12 AND LARGER NO! 6; AND 8X1. SSSS,, NO1 PORT/TIMbESS SSSS N0: ROOF PLANKING AND OECMNG.COM.9EX. BOARD SHTG AND STfi1PI1iVQ3UYAG.E FOR INTENDED USE. 9�OS ST"E°5 VALUES FOR DOUGLAS=LP-LA@QH; SINGLE/REPETITIVE 2X4 #2, Fb= 1315./1552 PSI ; Fv-180 psi E-1.6XiO5 2X6 #2= Po- 1170/t145 PSI 2X6 #2: Fb= 1080ti242 PSI 2X10 412: ED= 990/1138 PSI 2)1"_ 42: ED= 900/1150 PSi 2X14 #'2: Fb= SLG'/ 931 PSI 4X4 #2 Fb= 1350 PSI 4X6 42: Fb^ 1170 PSI 08 42: Fb= DID PSI 4X10 #2: Fb- 1080 PSI 4X12 91L FD- 1100 PSI ; FY 180, psi E= 1.7x106 4X74 #1: FT= 1000 PSI 4X16 Bi; Fb= 1GOO PSI 6X10 01: Fb= 1350 PSI ; Fv=1"70 psi, E=1.6x186 6X1 #4, fb 1350 'SI 12 fi L NAJ_ING (0 BE PER TABLE NUMBER 2104.10.1 OF THE 2018 CALIFORNIA BUILDING CODs UNLESS NOTED OTHERWISE, 13. WOST STRUCTURAL PANEL FLOOR AND ,ROOF SHEATHING SHALL BE LAID CONTINUOUS LIVER ;PVD OP MORE SUPPORTS WITH FACE GRAIN PERPENDICULAR 10 Su. POR7;: rJNlcS5 SHOWN ..i HFRWSEI, STAGGER ALL PLY4400D PANELS A MINIMUM OF A-0°. TA, NH NEVER LATERA'_ BRACING OFF WEB MEMBER IN TRUSSES IS REQUIRED, THE LATERAL BRACE MUST END E4 AN EXTERIOR BEARING WALL. 15. FRAMING CONT.RA.CTO(? SHALL PROVIDE BACKING AS PEQUIPED FOR ALL LIGHT FIXTURES- CASAIFTS, WARDROBES, TOWEL BARS, AND HANDRAILS AS REQUIRED AND REQUESTED BY GENERAL S^.ON"RAC=OR. 18 EXTERIOR, WOOD POSTS AND, COLUMNS SUPPORTED BY A CONCRETE SLAB SNAIL BE INSTALLE BA MINIMUM OF 6 ABOVE EXPOSED EARTH AND AT LEAST T ABOVE SLAB 4N METAL POST BASES.[EXCEPTION. POSTS OR COLUMNS OF APPROVED WOOD WITH, NATURAL RESISTANCE TO AE AY ON TREATED WOOD). POSTS OP COL JMN„ BESTING ON CONI PIERS SURROJNDE. BY EXISTING GRADE SHALL BE A MINIMUM OF 8 ABOVE ADJACENT GRAD/ FEB DEC, SECT. 23C4 12.2.2 ALL ISOLATED INTERIOR AND EXTERIOR WOOD POSTS ATTACHED URFO LY TO CO?CHE'FE SNAIL B-,EGUREI7 WITH. SIMPSCN TO OR EQUIVALENT. 17 PROVIDE 20 FLAT HEADERS AT ALL INTERIOR NON-BEARLNC OPENINGS U• TO 16 INCHES IN WIDTH AND 4x4 HEADERS FOR OPENINGS 3 TO 6 FEET IN `WIDTH. 18 PROVIDE MINIMUM 1/2' CLEARANCE (VOID SPACE FROM TOP OF ALL INTERIOR NON BEARING PARTITIONS TO ROOF AND CEi.ING FRAMING ABOVE. 19 ALL XTEREOP WALLS ADJACENT TO VAULTED CEILINGS SHAL BE BALLOON FRAMED WITH CCINTNUOUS SIUDS TO ROTTOM CHORD OF TRUSS OR RAFTER, UNG, 20. WHEN PLYWC.,D „SIDING IS USED AS AN EXTERIOR OR INTERIOR NALL COVERING, PROVIDE SOLID BLOCKING AT ANY HORIZONTAL ARNTS BETWEEN SOLE PLATE AND ANY TOP PLATE 'Z' BAR METAL SHALL BE USED AT EXTERIOR HORIZONTAL JONTS.. 21. INSTALL FIRVELOCMS TO CUT OFF .ALL HORIZONTAL AND VERTICAL DRAFT OPENI-NGS BETWEEN TWO STOREES AND R00- ATTIC SPACES, FIREBLOCKS SHALL BE OF 2 INCH NOMINAL THICKNESS- LOCATION OF FIREBLOOKS SHALL INSLDD& A. STUD WALLS AT FURRED SOFFITS, CEILING AND FLOOR LEVELS. 0 AROUND TOE BOTTOM, SIDES AND ENDS OF SLIDING POCKET DOORS T"' F :T I N i (HINGET T TTY' A BOTTOM. 0. RUN AND „€.WEEN G. BE e c 5 A R S A NO ILL,ITS IN A WAI PARA! ,LEI AND ADJOINING RUTS OF STAIRS. 22. FASTENING OF MULTIPLE MEMBERS. BUBBLE I -JOISTS; PROVIDE HELLP. BLOCK BETWEEN JOISTS. NAIL WEB •x12 ROWS 10d NAILS 0 S" o/c, CHRIST LIL O BLE k TRIPLE GISTS: lin NAILS AT 12GO STAGGERED (BOTH SIDES FOR TRIPL€Sj. FOUR OR MORE JDiSTS; 12" DIA. ILB`s AT 18' OIC STAGGERED, 4h OR LARGER BEAMS; I%2 DIA. PYIs AT 1< CC STAGGERED, 23 ALL POLISH OR RE AWN BEAMS ARE TO BE FREE OF GRADING STAMP LABELS AND FREE OF HEART CENTER. 24 ALL HANGING JOISTS SHALL BE HUNG SEP SIMPSON 'EU. HANGERS (SAWN LUMBER) U.NO, ANO SIMPSON iUSP FOR i -JOISTS, U.N.O. 25. ALL BEARING WALLS ON A WOOD FLOOR ARE: TO BE SUPPORTED WITH COUBLE JOIST S OR SOLID 8; OCKBJG DAY ESS NOTED OTHERWISE. 26. NL. BEAMS TO BE SUPPORTED WITH FULL BEARING UIT 27, ROO' SHEA:CHING IS TO CONTINUE UNDER CA,.IFORN+A FRAMING, TYP, 28.. APPLY SHEAF WALL WOOD STRUCTURAL PANE;. PRIOR TO ALIS 8GX-CUTS.. FUR OUTS, SOFFITS CS ANY OTHER FRAMING THAT MAY INTERRUPT CONTINUITY Cer TRE PLYWOOD, 29 PROVIDE FUP AVG AS NEEDED TO ALIGN NON SHEAR WALLS WITH SHEAR WALLS. 30 PROWLS 4X OR CORSI E 7.X MEMBERS UNDER SOLE PLATE NAILING LEES THAN d' O.C. 31 DOUBLE TOP PLATES ,MIN, 48 tr. LAP SPEIC,.S TO BE PROVIDED w/MIN (10) 16ds PER TOP PLATE SPLICE, U.NO, 32. TOP PLATE BREAKS AND SPI ICES SHALL OCCUR OVER A. STUD OR POST, :33. SOLID S:VVN6 BCiWEEN PERPENDICULAR JOIST AT BEARIIN'G AND AT SHEAR WALLS. 34, ALL EXPOSED BEAMS AND HEAVY TIMBER RECOMMENDED T'0 BE FRET. OF HEART CENTER, 35. ALL ISOLATED PCSTS AND BEAMS TO HAVE SIMPSON PE's AND/ OR FIC's MINIMUM, UNLESS NOTES' OTHERWISE, 35. ALL SIMPSON HD, CTT, HDD, FEB, PER., HCA, AND OR HOT DOWNS TO BE FASTENED TO 4x4 POST MIN., D.N.0. SiAl_ EXTERIOR WALES ARK 'G RE A BORED WITH MIN. 6/8' DIA, x 10' ANCHOR BOLTS AT 72 in. O.C., TOO. 38. ALL INTERIOR WALLS TO BE SECURED WITH. SHOT PINS PER MANUFACTURER 'S RECOMMENDATION, U -K0. CALCULATIONS GOVERN IN ALL CASES RECOMMEND SIMPSON 145 - CIA 4EDIA. POP POWER ACUATED ANDRESS 3' LONG 2 24'PTL UN.0, ;IGC ESRt21381 OR EQUAL, 39. ALL CONVENTIONAL FRAME PORTIONS OF STRUCTURE ARE TO BE CONSTRUCTED PER SECTION 2308 a THE CALIFORNIA BUILDING CODE, UNG. 40. ALL SHOP DRAWINGS ARE 70 BE REVIEWED BY THE CONTRACTOR AND THE ARCMTEC'f PRIOR TO SUBMIT"TA. FOR ENGINEER REVIEW. 41. TRUSS MANUFACTURER TO PROVIDE CALC'ULATICI S, SHOP DHAWIN(GIDETAILB, TRUSS HANGERS, BRIDGING AND ERECTION BRACING. 42. PROVIDE DOUBLE ZX SOLE PLATES 'WITH SOLE PLATE NAILING AS SPECIFIED ON THE PLANS' AT BOTH PLATES WHERE 1 1/2' LIGHT WEIGHT CONCRETE IS USED AT THE FLOOR. 4S. WHERE BOTH TOP PLATES ARE BROKEN, STRAP WITH STB224 MIN. U.N.O. 44. COMMON NAILS SHALL BE USED FOR ALL PLY SHEATHING TOP PLATE SPLICES. BOX NAILS MAY BE USED AT SOLE PLATE NAILING. ALL HARD'W'ARE SHALL BE INSTALLED WITH NAILS PER THE. MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 45. AL HEADERS SHALL BE FRAMED WITH A MINIMUM OF (i) 2X4 TRIMMER AND (1) 2X4 RING STUD AT EACH END, U,N,O, 46. AT ANY SOLE PLATES OR 1'0P PLATES CUT FOR PEPSI PROVIDE A XGEP THICK Oli GAIL AND 1j2' WIFE PLATE ?CROSS EACH SIDE OF OPENING WAT:i NOT 'LESS THAN (6) 16d NAILS, 47 PROIVIDE SOLD BLOCKING AT SOFFIT CEILINGS. 48GO, AR SHALL BE CONTINUOUS FROM BOTTOM PLATES 10 FOP FLATES., UN,O. AD STAIR STRINGERS SHALL BE 2,,12 IM+NJ OF41 LAID, 50, PROVIDE KILN CR}L0 TOP S BOTTOM. PLATES AT FIRST LEVEL IF BLDG IS THREE STORIF,S. 1. THE FOUNDATION DESIGN IS 3ASED ON THE FOUNDATION INVESHGATAN BY SOIL PEPORT SUBMITTED C.. PER' SOILS ENGINEERING, INC. PROTECT N0. , 13 -^.4068 'DATE : OCTOBER 14, 2013 2 THE ALL VABIT SOIL BEARING VALUE t oDJ PEP , OR CONTINUOUS FOOTINGS 3. AL SITE B ATIO EXCAVATION ANn COMPACTION SHALL BE DONE UNDER THE SUP±HVISION OFTHE SOIL ENGINEER 4. SEPARATE PERMITS SHALL. BE OB'A:NED FOR ALL FENCES AND WALLS, AS FISSURED. E PROVIDE NON -EXPANSIVE HILL AS REQUIRED TO LEVEL PAD. 8. SURFACE WATER WILL GRAIN AWAY FROM; BUILD Na. DRAINAGE SHALL BE 2% PHOM BUILDING TO EXI LINE. SWAL'E SHALL GRAIN AT 1% (MIN.) `+?TOM HEAD OF BUIR DING TO STREET, THERE SCART1 NO F 11 T. E(PIEE NEAR THE BUILDING FOUNDATION WRIER B L EXTEND DEEPER THAN A 45 LIN: PROJECTED 'DOWN AND AWAY FROM THE BOTTOM gI1TS'.DE. GOB4ER OF OF ANY FOOTING. 8. SLAB SUBGRADE REQUIREMENTS ARE NET WITHIN THE SCOPE OF WORK OR LIABILITY ESIJFME, INC THE SUSGRADE CONFIGURATION BROWN IN DETAIL 1/E01 OR FIE POE' TENSION DETAILS REFLECT THE GENERAL RFOOMF,ND.AHONS OF THE SOBS ENGINEER, ANIDVOF !HE SPIE CONDITIONS. IT IS THE RESPONSIBILITY OF THE OWNER TO REVIEW THE SLAB SUBGPADE CONFIGURATION WITH THE BOILS ENGINEER, AND CONCRETE/FLDORING CONTRACTORS, FOR ADEQUATE MOISTURE PROTECTION PLEASE REFER TO THE SOILS REPORT FOR ADDITIONAL RECOMENDATIONS, 9. ALL HOEDOWN ANCHORS, POST BASES AND HOLDOWN SET TS SHALL BE TIED INTO PLACE PRIOR TO FOUNDATION INSPECTION. 10. PLACE 20'-0' REBAR IN FOUNDATION AT SERVICE LOCATIONS. STUB UP DEBAR ABOVE THE FLOOR BY ELECTRIC SERVICE METERS, 11 FOR THE LOCATION OF CONTROL JOINTS, REFER TO THE FOUNDATION PLAN.. !ZIP STRIP OR EQUAL). MINIMUM OF 20'-0' 0O EACH `NAY {S RECOMMENDED. 12, DRIVEWAY PAVING SHALL BE 4' PORTLAND CEMENT CONCRETE. B SACKS MIN) 13, FOR FOSI-TENSION SLAB BEECH TO APPROVED PLANS PREPARED BY OTHERS. 14MINIMUM SLB REINFORCEMENT AND PAD REQUIREMENT SHA`_L CONFORM TO THE SOILS ENGINEER'S RECOMMENDATIONS, U.N.O.. CONCRETE +, ALL CONCRETE SHALL CONFORM TO THE LATEST EDTFION OF THE CAUTORNA, BUILDING CODE, 2. CONCRETE SHILL BE DESIGNED AND TESTED AS OUT; FIRED IN THE SPECS. 3, CONORETE MIX SHALL CONFORM TO ADI 318-14 TABLE 14.3.1.1 519.3.21 BASED ON SULFATE EXPOSURE AS DETERMINED IN SOLL5 REPORT, UNG, ALL CEMENT SHALL CONFORM TO ASTM C-150 4. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASI"M 0-33 FOR STANDARD WEIGHT CONCRETE AND ASTM 0-330 FOR LIGHT WEIGHT CONCRETE, ALL AGGREGATE SHALL BE COMPARABLE TO 'SAN BASSIST, VALLEY' AGGREGATE, 5. THE SHRINKAGE SHALL BE AS PER ASTM C-157 WITH AVERAGE AVERAGE DRYING SHRINKAGE AT 28 -DAYS NOT EXCEEDING 0,05%. 6. DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT 10 NOT MORE THAN TREE PARTS SAND 7 ANCHOR BOLTS, HOLDCWN BOLTS, DOWELS INSERTS ETC, SHALL BE SECURELY TIED IN PLACE PRIOR TC FOURTHS CONCRETE. 8. CONCRETE_ SHAL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10 -DAYS 0..R BY AN APPROVED .PORING COMPOUND. 9. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL .AND PLUMBING DRAWINGS FOR MISCELLANEOUS ITEMS TO BE CAST INTO CONORE'`E AND FLOOR DEPRESSIONS PITS, FCC, 10, SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EXPANSION JOINTS, SCORING, ETC. FOR CONCRETE WALKS AND SLABS, 11. MIN. CONCRETE STRENGTH: STRUCTURAL CONCRETE (RFT WALIO E'TC1 Pc = tIO00 FSI SLAB -ON GRADE RIC - 2,50E PSI CONTINUOUS TPOO-'INGS AND RADS F c = 2,500 PSI ALL CONCRETE BHA' L REACH MIN COMPRESSIVE STRENGTH AT 28 'JAYS, 12. ALL CONCRETE DESIGNED WITH SIC GREATER THAN 2,580 PSI SHAl..I.. HAVE SPECIAL INSPECTION PER SECTION 1705 OF THE 2016 CBC UNLESS NOTED OTHERWISE. 13. CONCRETE FOR SLAB ON' GRADE SHALL HAVE A MAXIMUM OF 5 In. OF SLUMP PER ASTM C-143 5. SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. REINFORCING STEEL 1. ALL REINFORCING SHALL BE ASTM A-615 GRADE 40 FOR 44 BARS AND SMALL.R. ALL REINFORCING SHALL BE ASTM A-615 GRADE 60 FOR 05 .,ARS AND LARGER WELDED 'WIRE FABRIC TO BE ASTM A-185, LAP 1-112 SPACES, 9' MIN, FOR STRUCTURAL SLABS ALL REINFORCING #5 AND LARGER TO BE ASTM A-615 GRADE 60 2. AL{.. BARS SHALL BE DEFORMED AS HER ASTM A615 / A.615M. 3. ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE OR OFFER MATERIALS LIKELY TO IMPAIR, BOOL.'. 4, ALL BENDS SHALL BE MADE COLD, 5. CONRETE REINFORCEMENT SPLICING OF 43 A #4 BARS SHALL HAVE MIN. LAPPING OF 32', #5 AND LARGER BARS SHALL HAVE MIN. :.APPING OF 86 DIA, EXOFP. WHEME NOTED OTHERWISE ON PLANS. MASONRY REINFORCEMENT CHAT I. HAVE MIN. EARRINGS OF 40 DIA. FOR GRADE 40, 48 DLA, FOR GRADE 60, OR 24', WHICH EVER !S 'W GREATER, EXCEP7 HERE NOTED OTHERWISE ON THE PLANS. 6, ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE I. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AT LEAST EQUAL TO THE DIAMETER OF THE BARS, C0VER SHALL BE AS FOL OW: GOING,_ MASONRY A. POURED AGAINST EARTH' 3' 2' B. POURED AGAINST FORM BELOW GRADE 2' 2' #6 AND I'ADGER 2' 2' 18 AND SMALLER I)✓' 1R' " FORMED GLASS D. SLABS ON GRADE (FROM TOP OF SLAB) 1' 1' E. COLUMNS AND BEAMS TO MAIN BARS 1 fj' 2' F. WALLS - EXPOSED TO WEATHER 1J"2 1j2' NOT EXPOSED 1'0 WEATHER, #1".AND SMALLER �`A' �14' #14 AND #18 1f2 1Y2' MASONRY ALL MASONRY WORK SHALL CONFORM TO THE 2016 CALIFORNIA BUILDING CODE. 2. CONCRETE BLOCK SHALL BE OF SIZES SHOWN ON ARCHITECTURAL. DRAWINGS ANI CALLED FOR IN SPECS, AND CONFORM TO ASTM C90-05, GRADE 'N' NORMALWEGHT UNITS WITH MAXIMUM LINEAR SHRINKAGE OF 0.06%. Fm = 2000 PSI GROUTED HEINFOR{;ISO CHILLS. 3. MORTA'F MIX SHALL CONSIST OF ONE PART PORTLAND CEMENTVOLUME OF SAND NOT LESS THAT 2-112 AND PICTt MORE THAN 3 TIMES THF SUM OF THE VOLUMES OF CEMENT AND LIME USED, AND 14 TO J ?ART HYDRATFD UM'c OR LIME PUTTY. MINIMUM COMPRESSIVE STRENGTH OF MORTAR TO BE I'm = VERB PSI, MORTAR SHALL CONFORM TO ASTM. 0270 TYPE S ON M. 4. GROUT STAT -I COMES. OF ONP PART POP 11 AND CEMENT, 3 PARTS SAND AND 2 PARTS PEA GRAVEL. COMPRESSIVE STRENGTH OF GROUT SHALL NOT BE LESS THAN PS = 2000 PSI. 5. PROVIDE CLEANOUT OPENINGS AT BOTTOM OF ALL VERTICALLY GROUTED CELLS IF GROUT LIFT EXCEEDS 4'-0'. b, ALL REINFORCING SHALL HAVE A MINIMUM COVERAGE OF 1/2' GROUT.. T BOLTS SHALL BE GROUTED WITH 1' OF GROUT BETWEEN BOLT AND MASONRY. B. NO PIPES OR DUCTS SHALL BE Pt ACED iN MASONRY WALLS UNLESS SPE.CLFICALIY NOTED OR DETAILED, 9. DOWELS IN CONCRETE FOR MASONRY WALLS SHALL BE THE SAME SIZE AND SPACING AS MASONRY WAI L REINFORCING, 10, ALL MASONRY, EXCEPT `AENFER, SHALL BE REINFORCED GROUTED MASONRY, GROUT CEI CONTAINING REINFORCING UNLESS NOTED OTHERWISE. GROAT SOLID ALL MASONRY REHMI EARTH UP TO 6 in. ABOVE RETARING WALL. IL AL.I. VERTICAL REINFORCING IN MASONRY 'WALLS NOT RETAINING EARTH SHALL BE IODATED IN THE CENTER OF THE WALL, O.N.O, 12, REINFORCING SHALL BE SECURELY HELD AND BRACED IN PLACE 70 PREVENT MOVEMENT WHILE PLACING MASONRY. 13. THE LEVEL B QUALITY ASSURANCE PROGRAM FOR MASONRY IN NON-ESSENTIAL FACILITIES SHAL.I. COMPLY WITH TABLE S'2 OF TMS 402-13/ACI 530-3/ASOF 5-13. '-"Ht LEVEL C QUALITY ASSURANCE PROGRAM FOR MASONRY IN ESSENTIAL FACILITIES SHALL COMPLY WITH WITH TABLE 313 OF TMS 402-13/AC1 530-731ASGE 5-13.. I - DATE: O3%1'9 f 1 `9 L S.ALF,: SEF. PLANS DRAWN: RE JOB NO. F562 + --. I SIGN 1'51 OF 71 SHEETS a a L8J i3(,DOn a Z NJ Y tR, pZ�, W U1 CUJ O �I h'a„ar 3 3 in rn ai I ry Y` f u. RE .17 I a„m i, wi QujQ 0 7 00 4 Gx 7' !� l -- U1 < ❑.. tL (� yl ''i LSI III � Ili �■." it I - DATE: O3%1'9 f 1 `9 L S.ALF,: SEF. PLANS DRAWN: RE JOB NO. F562 + --. I SIGN 1'51 OF 71 SHEETS a a L8J i3(,DOn a Z NJ Y tR, pZ�, W U1 CUJ O F� h'a„ar 3 3 in rn w I ry Y` f u. RE .17 I a„m Q wi QujQ 0 7 00 4 Gx 7' !� l -- U1 < ❑.. tL I - DATE: O3%1'9 f 1 `9 L S.ALF,: SEF. PLANS DRAWN: RE JOB NO. F562 + --. I SIGN 1'51 OF 71 SHEETS a a f, a Y tR, } a F� 3 I - DATE: O3%1'9 f 1 `9 L S.ALF,: SEF. PLANS DRAWN: RE JOB NO. F562 + --. I SIGN 1'51 OF 71 SHEETS K4 VERT. BARS 4101, o/c AT CENTER �--OF WALL SOILD GROUT-� p 1' -`f^ 1I -4 HOR.IZ BARS 16" oto � r (9-4 HORIZ AT n TOP COURSE :TYP) 2- 4 Tr1E CCrdi.— 10,0, MAX 5"m x 9� ° Y K 4 u 'I MiNJ Y�. t- k f ,t `� S r t :.>')- tty K'tl -y<yr' '��J h ! r � E i SECTION �" t� , F f ! ! I iD I t Y IIS VOID SPACE BETtUEEN WALL6 v r•,. � I �,v, ! `� A ' Et ' r ' tt t'I tr}si t��k �< '� r t �- - s� ' }( {.� ,.. '.: 4 HORIZ. BAR$'. r ,a }. ! ✓ s T4rrr_ ;.,s, o T4" o/c * i t ? ✓iY t r` � < 4r r" r 04 VERT. BARS ® 16" o/c -AT CENTER OF WALL I ' -> ' + v t r) ,,<t(�yr t I ,; ` J ! I ✓ r".� � � s r t ,r ,_ r{S r rY-, .(� , ✓,+ -t<} t fi t t ,'i ` � - > ��_ .�1 ! e" tGI`R1 °uDLIP GROUT rr I � i T€E9 es 16" olc.- �� :` 1 r ` 1 J ��::1 < ;.j i)+., t S% } �'' `- }" t• Y ;I a < r Z T...� .. I ! i >=. x ..0 Ne AQ. Choi J s -i }(.._ :St i t'Y t -i.t `.,' t i;:_(.iK ✓y 'c t �.�1} -{'% r }'}tiy r .-(.tt t�1 _ PILASTER , I �: w/601_GROUT -�'i �•.<t.. ;. r t h.' `-',.y ) :1-. } t r ^{, x<1 { t>. } :IE - _ t < ✓�� j ! I E BARS t" ^ I �= � .: i • ` ! ! L . —1'I E — � �_-; I I � � I E 1 � �. Y a — — Bell3--4 ENA / X/ a, �t r i t-60' DIA I 21-911SQ. NOTE: SEE LANDSCAPE ARCHITECTURAL PLANS NOTE= SEE LANDSCAPE ARCHITECTURAL PLANS SECTIONNOTE: SEE LANDSCAPE ARCHITECTURAL PLANS ! FOR ADDITIONAL NON-STR.I URAL *VERiFT WITH ARrH'L PLANS FOR ADDdTIONAL NON-67RUCURAL * VERWY WITH ARCH'L PLANS -__._.__..--___ � FOR ADDITIONAL NON -57 L NPORMATION AND DI.' -TENSIONS !NPORMATION AND DIMENSIONS INR71RIATION ,AND DIMENSICNS SIGNAGEAL TRASH ENCLOSURE STRUCTURETENNIS COURT FENCE TUBE AND FOOTING /4 x 6 SD�� SCREWSMOMEM € r jl t2 t'4 DOlS.B '36` L -- - _... ----- o/c ``,`..""` a r cert c, CAP 6' x i®' FLAG__/ u .r , r,t Q " Q Q- ✓ r j °4 VERT. BAR. A CENT 6. JJJ s r. _ l r • _ ,° ` `'. °>�''.'�'�-� Q ' -4F WALTER ONC..EAT IZ ARS 2A4 8--, "afc. B C.GNT I6 E w : i + i nJ SI FLALx POLE (BY OTHERS. JIM 'U W. CMU 5011_D GROUT .€ Q- ' �I I I 1 r E ��*AFv L„�y��iyy ^Wr 16.1 6, swN P 8tt12 BEAM 0 KIM �fi _�ii 4 -*4 E/W i --- PAW , t t y � 1` �� ((� .� _1 1 L F 4 5C,<:.. Y_ 0ONGC2ETE FOOT ING—._✓ \_4" S, ALUMINUM TRELLIS ME -MER" NOTE: SEE L..AN05CAPE ARCHITECTURAL PLANS* VERIFY WITH ARGH'L PLANS NOTE: SEE LANDSCAPE ARCHITECTURAL PLANS NOM '_,EE LAND.CAPE ARC441TECARAL PLANS FOR ADDITIONAL NON-STRk:URAL. FOR ADDITIONAL NON-STRJCURAL FOR ADDI'NONAL. NON-STRJCURAL INFOWATION AND DIMENSIONS INFORMATION AND DIMENSIONS INFORMATICN AND DIMENSIONS TRELLIS IAEAD STRUCTURE TLLAMPHITHEATER SEAT2 FLAG POLE FOOTING I DATE: 0366/15 SCALES SEE PLANS DRAWN: RF I JOB NO. E562. !CPLew Sl1 52 OF 71 SHEETS 1 gll �4 j Ik i 141 Y 19. 11 ' Ir € Ili _ EIIpypyI 3 I E jl I DATE: 0366/15 SCALES SEE PLANS DRAWN: RF I JOB NO. E562. !CPLew Sl1 52 OF 71 SHEETS V AER PARK NTE %AH$.....- -. -i. i (id BE FIELD 4RidiFtEO PRIGS AS C `W` PROPOSED D' HIGH MINIMUM WALL (NO PERMIT REQUIRED) FUTURE DEVELOPMENT � W(HDERf�ERE STREET (FUTURE) FINISHED PAD ELEVA` FIN _...-L IN IP x r' - a T0.3.- TOP OF BERM 'X's` t✓'L *cC'/Y�IK.�•:t+r.;tG:Y'>✓2in rvavFa.-,n rem....„ L ONUSES MON{ CURB PER l'S`ai tl, An,CHNIRDS PLANS ROPER T, LANDSCAPE ARCH:r01'S PLANS ?OR FENCE DETAILS ANO SPECS - LANDSCAPE .WIRE MAY VARY FROM r% MEN. TO 21 MAX. ++ - LANDSCAPE SLOPE HAY VARY FROM i% MIN. TO 2:1 MAX. TYPICAL SECTION Ca\ TYPICALSE-CiiON ev NOT TO SCALP -NOT l9 . ALC PSOPUBEJT IMPROONAMTs EXISTING IMPROVEMENTS PER PARCEL MAP 1210D PLANS ..._+k......._...._..._..,_......_..,-.�..,_.. PEE. PARK Siif. _._ ..............._....._f-..._ (y0 BE IFELl VERIFIED PfiiCR TO CCMSTRUC IISM) w AC PAVING y ETE CUTTER TYPICAL fd0, ,� SCAT. p 1.. n CURR ry NO' ,0 SALE PANNO +TYP€CALLY 6' UNLESS OTRIUMMSE NOTED ON PLANS /lT`D 6" CONCRETE CURE ,AjAC;t,NO. TO SCALE U21 ADA APPROVED BID CATCH BASIN PVC PIPE SIZE AM SLOPE PON PIPELINE TABLE, TW. NGS' ORAL AROUND IMAGE AND OUTENE OF PIPE GONNECTING TO ' BOX. ALSO ROBOT AT EXTEHS;OH TCH j e NO. TO $ ALE 0 TYPICAL PARKING LOT CROSS --SECTION NOT TO SCALE a PROPOSED PARK SITE INCR.EG: MCW CURD PER :CHNECT'S PLANS --`"':..-• I -IFT PROPOSCD 9' MOM M 8% MAX B% MAX WALL (NO PERJAIT RE FUTURE DEVELOPMENT ("UA RE, Fs_jFPVI°' CJRAI ASOD FI JI`,HEJ PAD ELEVATION y__u PROPOSES TURF, C Zs PLAN v - LANDSCAPE AREA °• �qi qA UPA GROUND -- .-_-_. Aftt TYPICAL .e HOT TO scAF CONCRETE MON CURB PER l--lleGDMPO5EC RAM E PATH Yt A.4CHi ECT'S PLANS (SEE ARCH{GFITECT$ PLANS 1 T PROPOSED TiTUNEE-' PER SFfGASXS). i - t LANDSCAPE AS ! 2% NWJL CROSS SLOPE + 1 (SEE PLAN OR Rrn.l,- to cRao� llvE � o -f E ROPQ Fb NRF AMA ii 1 1 ^(SEE ARCHITECTS PIANS FOR 2 { -.. ._- - DETAILS AND SPEC UATIMS) { / ._._,..I._V .t,..'3 MTfm.d3 FG 50.7 TOM .=0.8J NA FOR , ( ev JB p FlNE GRADE .INF. "PONS) FOR REFERENCE ONLY. RIFER CvDCiTRAfTDR SWAT., FOR J 6k4gE' ANPOSTH'EATER AFTER it} DETAMTDIILED TDs FLANS RJR d] C(NJSTRUCf:ON J -r 3£NCBESj. DETAQ2L CRG55-Yx.L'f1ORt cT-j TYPICAL AMPHITHtFFA 521 ry ! NOT 10 LUA.E _ . _x.........- ...-.....-,?�_._..-,_..„t .. CLEARING I. SINASHALL RE RESPONSIBLE VBLe GOR .EAR! NG AND GENERAL NR17iS j ERASING AL{.ONON.^. THE WALL ME'. 1. ALL. WORN ;HALL 9E GU IN ACCODE, L 1' U;TH APPLICABLE 2 BEARING OIL SHALL B COMPACTED 1'^i, BOOS OF MAXIMUM DAY EiDATIO OF INF CALIFORNIA 413 t,71M1G CODE, LATEST F01'"CN. „EA pBTAhtYA. FOUNDATION NOISES jt``�i 9 x - AS1M D in"7 TO A DEPTH i2 w 1 1 r DEN"`T S DETERMINED 9. a i. O.. ALLOWABLE SOIL HEARING VALUES REFER TO 7h. SOit.S REPORT "TVP. # AC PA6`NG OtOl-Es BELOW BOSTON OF `OOT'PJG. A5 PROVIDED, S. EXCAVATED AREAS AMER THAN AVANT OF FOOTING SHALL BE CONCRETE NOTES RECQARACTED TO STAR R t ADYE COMP ACTION TO ICP OF FOO1)NG T. MATERIALS;REINFORCENG: ASN, A595, GRADE EBL DEFORMED RARE.Oft FILLED VI'Nd LONCRcP_. 2. CEMENT, PORTLAND CEMEMT, TYPE fl, ASTM C-150. 4. FOR ALI, BLOCK WALLS WITHIN THE CITY RIGfiT-OF-WAY OR 3, AOORFGATF: ASST' C-33. EASEMENTS, THE CONTRACTOR WILL IR RE'SPOSISIHLE FOR 4. WATER. CLEAN AND DRINKABLE. COMPACTION TESTS THE NUMBER AND LOCATION OF TESTS TO BF. 5 ADMIX TURES: ONLY AS APPROVED BY THE ENGINEER, C 4' WIDE CONCRETE "V" GUTTER DETERMINED BY `JE Cl t ENGINEER. +" 2. CONCRETE MIX DEMGN FOR fa:NOTy: 5. WATERPROOF SURFACE I\- ACCORDANCE WITH WATERPROOFING i C"SS 3 CONCRETE 25DO PSI A: ?B PAYS. SFECIFDCAWONSCOAT ONLY THATPPPAO: BELOWO N F1 hESGRADE 2. 504 L9 Of GR ATE ( MIN PER ilBiC YARD. t ) G - x E DOWN O FSO f Nil J4 GT1N . 9-r 1 3. 3/47 AGGREGATE (MIA, . f E _ 8. (SHAFTED HEAD JOINTS' SHALL SERVE A$ FP HCLE5 H AC4 . a SLUMP ti k CEtt .J T RATO'0. ,WAXt . JOINTS SHAl:L BE OMITTED AT A SPACING OF 16 INCHES ON MASONRY NOTES VIS-710; ADADP Su GATE CENTER.ER. GO NOT WATERPROOF OVERDkiTR0 HEAD T. MATERIAL S: 1. CpNCPETt BLOCK MASONRY UNITS'. ASIDE G-90. APPROVED GRATE„fivejlgN I. FOE' BLOCK WALLS THAT BERM„ AS SCREEN 7NCCS, PROVIDE 2, MENFORRANEE REIM AB'9, GRADE 54 DEFORMED PAR$. _.YE@IE,5s VFRTCAL EXTWKA,N JOINTS WITH VIN -MAX GAP AT 4 FOOT 3. ADMIXPJRCS, ONLY AS AP''ROVED By 7i IE EMONEER. - ` INTERVALS ALONG THE ENTC% 1x415iH OF THE CONCRETE. MASONRY 2. MORTAR. T STRENGTH: TYPE 9, 1800 PS &' 23 DAYS. {r BLOCK 'NALL. CONTINUE REINFORCEMENT THROUGH 711E GAP. 3. GROL7: i STRENGTH: 3000 P5t 0 28 RATE. ti's2 B. LNC HEIGHT 0; BOCK WALLS THAT SERVE AS SCREEN FENCES L CONCRE"E BLOCK MASONRY MASONRY USB7, SHALI, BE DAY AMC CLEAN N BOX SRIAtt BE 6'-0" OLIN MEASURED FROM THC HIGHEST ADJACENT BEFORE GROUTING GPERATTDN. 'EARN' MDRIAR GROUND AROUND PIPE TO 8 MASONRY BLOCK 'NALL PATTERN SHALL BE RUNNING BOND 1S1S1SIS SEAL BOX, TW. (COMWPH BOND), UNLESS C..;ERIPSE FUMD T0. ALL REEAR OVERLAP P NC SHALL 9F 24 INCHES, UNI ESS OTHERWISE NOTED b" PVC RISER Ti ALL DEBAR ADaACENT .0 SO14 SHALL HAVE 3 INCH MIN. CONCRETE j COVER. 72. GROUT ALL CELS CONTAINING REBAR, TYPICAL. IC x 6" RG° ELL Dix VAE 1� T- X" PYC PIPE (PER` I RACINE TABLE) () G` TO ; TYPICAL DT TO�r PROPOSED TURF AREA BACK OF SIDEWALK A MIN. '"`x a MAX a TE ue�r am vua I T.O.H.= TOP OF GERM 6NCROrF MOW Run PAN 1 iGNHECTS PLANS , LANDSCAPE SLOPE MAY VARY y�sFROM y 1%! Y INIM- TO 2t MA IFYn TYPICAL No SCALE LEVET. LANDING 2% MAX IN ANY DIRECTION ,^CNUCLEIC WALKWAY "ATN "(SEE ARENTE'CYS PIANS I FOR SFECIRCAl'.UNS). 29 MAK. :ftb's5 SLS e: TNO TD WON WN 4 CONCRETE MOW CURS ARCHITECTS PLANS 4" MIN. r At WARNING ``�-SIDE 14GREt' WALKWAY PATH MO 7 TYPICAL CURB RAMPS SELF„ NOTE T 'EE ANCKMCM PLANS FOR SPECHUCATKARG. 1 N DETECTABLE W ,t'INf TIV. F DUST-rG IR raa^' 1y. CURB RAMPS $I1AL) 4 D B A "',M b PCHEC N li D ITN OF ir.L MAX PROPOSED : ^I MAXIMUM PK.. 4 1R PALL 6 a..'X J 2 FURS I S_MINIMUM HSEE ARCHIP -tlR fii SPILL Ah -ft HAI 4 R A S Ho tX p{.XMTM JESLOPES,„ DETAAS AND AC PAVING y ETE CUTTER TYPICAL fd0, ,� SCAT. p 1.. n CURR ry NO' ,0 SALE PANNO +TYP€CALLY 6' UNLESS OTRIUMMSE NOTED ON PLANS /lT`D 6" CONCRETE CURE ,AjAC;t,NO. TO SCALE U21 ADA APPROVED BID CATCH BASIN PVC PIPE SIZE AM SLOPE PON PIPELINE TABLE, TW. NGS' ORAL AROUND IMAGE AND OUTENE OF PIPE GONNECTING TO ' BOX. ALSO ROBOT AT EXTEHS;OH TCH j e NO. TO $ ALE 0 TYPICAL PARKING LOT CROSS --SECTION NOT TO SCALE a PROPOSED PARK SITE INCR.EG: MCW CURD PER :CHNECT'S PLANS --`"':..-• I -IFT PROPOSCD 9' MOM M 8% MAX B% MAX WALL (NO PERJAIT RE FUTURE DEVELOPMENT ("UA RE, Fs_jFPVI°' CJRAI ASOD FI JI`,HEJ PAD ELEVATION y__u PROPOSES TURF, C Zs PLAN v - LANDSCAPE AREA °• �qi qA UPA GROUND -- .-_-_. Aftt TYPICAL .e HOT TO scAF CONCRETE MON CURB PER l--lleGDMPO5EC RAM E PATH Yt A.4CHi ECT'S PLANS (SEE ARCH{GFITECT$ PLANS 1 T PROPOSED TiTUNEE-' PER SFfGASXS). i - t LANDSCAPE AS ! 2% NWJL CROSS SLOPE + 1 (SEE PLAN OR Rrn.l,- to cRao� llvE � o -f E ROPQ Fb NRF AMA ii 1 1 ^(SEE ARCHITECTS PIANS FOR 2 { -.. ._- - DETAILS AND SPEC UATIMS) { / ._._,..I._V .t,..'3 MTfm.d3 FG 50.7 TOM .=0.8J NA FOR , ( ev JB p FlNE GRADE .INF. "PONS) FOR REFERENCE ONLY. RIFER CvDCiTRAfTDR SWAT., FOR J 6k4gE' ANPOSTH'EATER AFTER it} DETAMTDIILED TDs FLANS RJR d] C(NJSTRUCf:ON J -r 3£NCBESj. DETAQ2L CRG55-Yx.L'f1ORt cT-j TYPICAL AMPHITHtFFA 521 ry ! NOT 10 LUA.E _ . _x.........- ...-.....-,?�_._..-,_..„t .. CLEARING I. SINASHALL RE RESPONSIBLE VBLe GOR .EAR! NG AND GENERAL NR17iS j ERASING AL{.ONON.^. THE WALL ME'. 1. ALL. WORN ;HALL 9E GU IN ACCODE, L 1' U;TH APPLICABLE 2 BEARING OIL SHALL B COMPACTED 1'^i, BOOS OF MAXIMUM DAY EiDATIO OF INF CALIFORNIA 413 t,71M1G CODE, LATEST F01'"CN. „EA pBTAhtYA. FOUNDATION NOISES jt``�i 9 x - AS1M D in"7 TO A DEPTH i2 w 1 1 r DEN"`T S DETERMINED 9. a i. O.. ALLOWABLE SOIL HEARING VALUES REFER TO 7h. SOit.S REPORT "TVP. # AC PA6`NG OtOl-Es BELOW BOSTON OF `OOT'PJG. A5 PROVIDED, S. EXCAVATED AREAS AMER THAN AVANT OF FOOTING SHALL BE CONCRETE NOTES RECQARACTED TO STAR R t ADYE COMP ACTION TO ICP OF FOO1)NG T. MATERIALS;REINFORCENG: ASN, A595, GRADE EBL DEFORMED RARE.Oft FILLED VI'Nd LONCRcP_. 2. CEMENT, PORTLAND CEMEMT, TYPE fl, ASTM C-150. 4. FOR ALI, BLOCK WALLS WITHIN THE CITY RIGfiT-OF-WAY OR 3, AOORFGATF: ASST' C-33. EASEMENTS, THE CONTRACTOR WILL IR RE'SPOSISIHLE FOR 4. WATER. CLEAN AND DRINKABLE. COMPACTION TESTS THE NUMBER AND LOCATION OF TESTS TO BF. 5 ADMIX TURES: ONLY AS APPROVED BY THE ENGINEER, C 4' WIDE CONCRETE "V" GUTTER DETERMINED BY `JE Cl t ENGINEER. +" 2. CONCRETE MIX DEMGN FOR fa:NOTy: 5. WATERPROOF SURFACE I\- ACCORDANCE WITH WATERPROOFING i C"SS 3 CONCRETE 25DO PSI A: ?B PAYS. SFECIFDCAWONSCOAT ONLY THATPPPAO: BELOWO N F1 hESGRADE 2. 504 L9 Of GR ATE ( MIN PER ilBiC YARD. t ) G - x E DOWN O FSO f Nil J4 GT1N . 9-r 1 3. 3/47 AGGREGATE (MIA, . f E _ 8. (SHAFTED HEAD JOINTS' SHALL SERVE A$ FP HCLE5 H AC4 . a SLUMP ti k CEtt .J T RATO'0. ,WAXt . JOINTS SHAl:L BE OMITTED AT A SPACING OF 16 INCHES ON MASONRY NOTES VIS-710; ADADP Su GATE CENTER.ER. GO NOT WATERPROOF OVERDkiTR0 HEAD T. MATERIAL S: 1. CpNCPETt BLOCK MASONRY UNITS'. ASIDE G-90. APPROVED GRATE„fivejlgN I. FOE' BLOCK WALLS THAT BERM„ AS SCREEN 7NCCS, PROVIDE 2, MENFORRANEE REIM AB'9, GRADE 54 DEFORMED PAR$. _.YE@IE,5s VFRTCAL EXTWKA,N JOINTS WITH VIN -MAX GAP AT 4 FOOT 3. ADMIXPJRCS, ONLY AS AP''ROVED By 7i IE EMONEER. - ` INTERVALS ALONG THE ENTC% 1x415iH OF THE CONCRETE. MASONRY 2. MORTAR. T STRENGTH: TYPE 9, 1800 PS &' 23 DAYS. {r BLOCK 'NALL. CONTINUE REINFORCEMENT THROUGH 711E GAP. 3. GROL7: i STRENGTH: 3000 P5t 0 28 RATE. ti's2 B. LNC HEIGHT 0; BOCK WALLS THAT SERVE AS SCREEN FENCES L CONCRE"E BLOCK MASONRY MASONRY USB7, SHALI, BE DAY AMC CLEAN N BOX SRIAtt BE 6'-0" OLIN MEASURED FROM THC HIGHEST ADJACENT BEFORE GROUTING GPERATTDN. 'EARN' MDRIAR GROUND AROUND PIPE TO 8 MASONRY BLOCK 'NALL PATTERN SHALL BE RUNNING BOND 1S1S1SIS SEAL BOX, TW. (COMWPH BOND), UNLESS C..;ERIPSE FUMD T0. ALL REEAR OVERLAP P NC SHALL 9F 24 INCHES, UNI ESS OTHERWISE NOTED b" PVC RISER Ti ALL DEBAR ADaACENT .0 SO14 SHALL HAVE 3 INCH MIN. CONCRETE j COVER. 72. GROUT ALL CELS CONTAINING REBAR, TYPICAL. IC x 6" RG° ELL Dix VAE 1� T- X" PYC PIPE (PER` I RACINE TABLE) () G` TO ; TYPICAL DT TO�r PROPOSED TURF AREA BACK OF SIDEWALK A MIN. '"`x a MAX a TE ue�r am vua I T.O.H.= TOP OF GERM 6NCROrF MOW Run PAN 1 iGNHECTS PLANS , LANDSCAPE SLOPE MAY VARY y�sFROM y 1%! Y INIM- TO 2t MA IFYn TYPICAL No SCALE LEVET. LANDING 2% MAX IN ANY DIRECTION ,^CNUCLEIC WALKWAY "ATN "(SEE ARENTE'CYS PIANS I FOR SFECIRCAl'.UNS). 29 MAK. :ftb's5 SLS e: TNO TD WON WN 4 CONCRETE MOW CURS ARCHITECTS PLANS 4" MIN. TURF OR W II k ANRSCAPF, AREA 7{CL7 y 5f I(SEE PLAN MEAN �I I",g. S1 3Ii I, II SAI ..Im COMBRETE WALKWAY PAA (SEE AREHITEGT S PIANS FOR sNrCMICAwFFN)_ i.SVEL FANLTNG 2% MAX. IN ANY DIRECTOR .-RETAINING CURB AT ADDS OF SIDEWALK WN. IYf,?tiCT'AHSEEWARNING - r At WARNING ``�-SIDE a &3EK MO 7 TYPICAL CURB RAMPS SELF„ NOTE T CURB RAMP NOTES CU4 RAMPS SiAU. `iF A MITI N' M G• ikl S Yliii. 1 N DETECTABLE W ,t'INf TIV. F DUST-rG IR raa^' 1y. CURB RAMPS $I1AL) 4 D B A "',M b PCHEC N li D ITN OF ir.L MAX VAX MAX ^I MAXIMUM PK.. 4 1R PALL 6 a..'X J 2 FURS I S_MINIMUM r< 5' V n V CARMEN R MI A! d INC _ t.A%MUT R M II'. IN_ AT 1 INCHc VIN NU ) NEAREST P CURB $ S LOCATED SC 'ITE ED('' NE E -tlR fii SPILL Ah -ft HAI 4 R A S Ho tX p{.XMTM JESLOPES,„ R 1 RAIF cY AND h WALK. T � iH ,Rah ICM1 6 tW N i!^ S REE R 9 RhING `PAC A 51, E 11 A A ) ;T 5. LP..f. CURB RAMP AJC '.TY FLARED IDES 5; A'a HAVE A :,A9i1., ^RTA AND SLIP RESISTANT SLIRFAC& i. TRANSITIONS FROM RAMP, TO tlALKS. CJ fTtRS OF SOVEITS .:HALT. BF. f,.'JSn AND AFP' S ABRUPT CHAtiGE. o. MAX MUM SLOPCS OF ADJOINING SURFACES IMVENA`F. ( AC-IAC:NT TO A CUSS RAMP SHAEL 9E SR WITHIN 2 0000 co i OG OO SY TURF OR W II k ANRSCAPF, AREA 7{CL7 y 5f I(SEE PLAN MEAN �I I",g. S1 3Ii I, II SAI ..Im COMBRETE WALKWAY PAA (SEE AREHITEGT S PIANS FOR sNrCMICAwFFN)_ i.SVEL FANLTNG 2% MAX. IN ANY DIRECTOR .-RETAINING CURB AT ADDS OF SIDEWALK WN. IYf,?tiCT'AHSEEWARNING - r At WARNING ``�-SIDE NOTE J MO 7 TYPICAL CURB RAMPS SELF„ NOTE T CURB RAMP NOTES CU4 RAMPS SiAU. `iF A MITI N' M G• ikl S Yliii. 1 N DETECTABLE W ,t'INf TIV. F DUST-rG IR raa^' 1y. CURB RAMPS $I1AL) 4 D B A "',M b PCHEC N li D ITN OF ir.L T4 G H . F\iP RUC t3LI M1G ANY i, 510 S Dc -E RBIC S FA' L ✓� BY 1i t L V/ID F E L ^I MAXIMUM PK.. 4 1R PALL 6 a..'X J 2 FURS I S_MINIMUM r< 5' V n V CARMEN R MI A! d INC _ t.A%MUT R M II'. IN_ AT 1 INCHc VIN NU ) NEAREST P CURB $ S LOCATED SC 'ITE ED('' NE E -tlR fii SPILL Ah -ft HAI 4 R A S Ho tX p{.XMTM JESLOPES,„ P Dia l NA kYd( FOR ARA CORD VFS SHA..t. & (AC U AN He Th FAC_ OF THE CORE. P 4 . RAIF cY AND h WALK. T � iH ,Rah ICM1 6 tW N i!^ S REE R 9 RhING `PAC A 51, E 3 LFY ANL>R 11 ANE 91R C IGS} HHA BE RCfDr'T> AS >FRDY. A A ) ;T 5. LP..f. CURB RAMP AJC '.TY FLARED IDES 5; A'a HAVE A :,A9i1., ^RTA AND SLIP RESISTANT SLIRFAC& i. TRANSITIONS FROM RAMP, TO tlALKS. CJ fTtRS OF SOVEITS .:HALT. BF. f,.'JSn AND AFP' S ABRUPT CHAtiGE. o. MAX MUM SLOPCS OF ADJOINING SURFACES IMVENA`F. ( AC-IAC:NT TO A CUSS RAMP SHAEL 9E SR WITHIN 2 DAET OF 'N' C(IRB RAMP. i OG OO SY { { LU AU 1 DETECTABLE,THERETE WARNING NOTES O OA 5; 1. DETECTABLE DARN NG SHALL ONYRAST VISUALLY VA H ADJOfART SUR MIN -10,47' MAX. SURFACES, -HE DAN TA TNC MATR AL S tvi BE AN IVT GRIL FART ^F - t% A% C°J o THE YAUINC- SURFACE U,` T .,J 4 MIN -D 2" MAX t Rk MAT R'AL SA% PREY -?t CONTRAST , RFs LEHCf OR �Q --TAPERED MASS SOUND CN CARE COPTAC AN£RE °vom 3. ONTY FSA -C-, A !CO DETECTAJLE WARNING PRODUCT_ SHAT,!. BE INSTALLED, �^ 2 3-4. TF FCYAD" WARNING S RFACS SHALL BE YELLOW ..ONFOLGANC TO FS i MRD. SECTION A -A 5353$ CO' FEDERAL s ANVAR3 PE C 2< ' MAX r Sir`Pf5 AND YM9Ql5 i MIN. RF`LfC')R 2114 I/a INCH 6TH THIS TER JIAI AF 'N 1 NIH MIN. /� THICK ALLMN'M MINIMUM 1, THE INTERNAODNAL SYMBOL IF AA-ESARKLVTY sHAU,RE THE STANDARD �_rRIN( AS FOlIOM AREA OF IG SQUARE INCHES OBER .0 FREN71F7 PARLDITIES THAT ARE AGC S.:1B_E TO AND USABLE BY Up AUhICPoTFD VSKols PARK A PERSONS WHA DSABUMPi PIT SYlUGX_ $HAL CONSIST OF A MAE iFSGJATEp ACCERSBE 'FACIE PUT y-AAM1 ACISSEll SIGN rIGURF ON A NUL SAIVIOROUNA `.E BLUE SALL BE EMA TO COi.OR O _RSCS TNGIJIY'NC PJAL H "DR NISSAN nMEHE APPu..ABL6 RO TABOIN FORAM STANDARD595D. SFF AI VITA PLA YBOOM FOR l CHARACTERSPhD SFORDIS SiA ONTXA I MDT "OR BACaJRGUNN, P RSCNS XI H ISA91L1t OFF 3 %'05vG9 j� GTHOR _rI IT CHARACTERS OR A LAM SACKGROFIND OR DARK AWAY HI ON R$ EX`EYSE 0WED A.Ly. CHARACTERS ON k FQH7 DAUKGI OU C VNRCLES MAY '1C RECLAIMED AT UR eY FIR kP!?UN^.P'- STL PIPE 3 IAN ACC S PIG PACS SHALL HAVE AN AJDIVOTH ASK MJUNTGD SEL_ �� '- 'VAN THE SI FRNATIJAIA SVM&" D AGC 5531LI�' WfiIC£i S hrES, �wja5, AN AP M BLNC-V ICN R IOC TO FIL TIE ELAN" S 4U 5 ON E v AS F R JANEh TfM_ G.� 4 HHCNT SAI .MAA HAVE A DARK 4 UE DAY N AUNDWHIT WAI ,F{E 'NL SIGN BCPCRE ".E SIG! I,AFf 3F P641f0. •R' d' IDS A FSS `UFO is N k SIGN.I MAY A-SOSYMOL OF AGC 5 N MLI I .k WHIT, NTYIN h:F. A,..,E„SFI.E rcOViF. 5 "HE PAR MAY k 55 BE FOSTTs. ON A SAN. At H LN1C21GR €lilq OF }dDJiMUM 'WHEN SIGN IS HE PARKING SPACE ffi HFN ME ACCESSIBLE ROUTE SIGN 0 .STALL B. AN ADIMINAL SIGN OR ADDITIONAL LANGUAGE RPl OW THE SYMBOL OF SIGN 0 ENTRANCES SUSJ. TO BE PERMANENTLY F PQ- CC' IMMEDIATELY AOCE.SQNUIY STALL 3TATE'MINMUM FINE $2.96." Slott' TO BE PLACED .5' EACH P4MKiN- FNOTANCE OR Aft A T.'T 10 THE SPACE OR X11,1114 PROJECTED R#MEU141 LY A ACENT TC THE FI EASE 'ARYLrzffi SPARE Y(D'TH AY HEAD JE PRYING' SPACE AND A3 41<;B-. FROM >_ A "APJKING -1-ArF A 81.F ANNE EACH EM4K,N.• SPACE ACCESSIBLE PARKING NOTES I A FARMING BCMPER OR CURE SHALL BE FROYDF9 AND LOUNil) TO N A p A CEA, Al FE P rN G NF) PR VENfi E F OACW,IENT DF CAPS OVER FIE REO IREO YPUTYH F ✓R ASC-F55'9.F S bN (fY?.) IF 5 `£ NiSUN. FLASH MID THCF CIES EC -E SP Y r- / C 5 AdkV1G SON (TAP.) DETPARKING _E AG '($TALL A 2 THE ACCES,)A`F PSC" DUAL E ARRANGEDAWL 0 ihlA EkfuJN NtPF° - DiiEJTABLE NA Nim 3 EE: DI AR STH ARE NOVUIP LL D -0 TRAWL SLIMED PASSED CARS Z_ �) ..C_,S-ffi£ ROUT MJE CHER THAN GF GAR .% �. 3 THE MAIM M SIFAFACE SLOI'L NONNI FIE ACCESBELE PARRINt S ACE AMC,AN-NCENT AMASS Al OF HALL NOT EX EFG 2% 5A ANY NRt ".IAN. 1, YURR RAMPS SVIWL NOT ENCROACH NPT DO REMMES 1`41A.MONS :Y: t ; /ms's ACE I6LC WiAIhC N,'.N Ui AO.ACE) ACCESS FUSES C LAC S. A11.E {CAGING ".N OAGif V AREA) MOST CONNECT J TIED 11f - A.f£SS43LC AISLE - ACC_.SSIME PAH ^F TRAVEL C IC FA^.IJTY QiRB OR 144E L NTOP "TIO E >tROIIDu ir' g ACCESS AISLE SHALT, BE MAI ED NIFH A BLUE y RDER 4C MMOL GA i '} _9J{RLG YO NEITtiT Eh R04.NM.-'},Ii Or' AOA KH+C i 9UR'DER SHALL E MARKED LIN H HATCHED LINES A VEHHYFES OVER THE REOJLREC LIAR AN TH OF THE IS MIIM OF Y ON CENTER J COLOR ON'"PASTIN^: LES 41y'NESI LATAE SI - ',G.IAC_Vi ALC_rS.H_E ROUTS' MAAMRi`AVE p EI $AIELY FLUE 01 FINITE, PLUS SCHAP Ifp f I A TIME WGRIJ NO ARI NO" DUST BE PAINTED IN M -TE VYJ THI `POUND y . I INT'RKAhGNAL 5`kS�> WTYIN A ACCESS AS.E AND HA' L A MINIMUM DF' 12 NFCFES 9-1 OF 11 FI oTINAL Y HCH AND M,"L FROM P ADJACENT V CCAR WAY, 1,- A VAN AC SAkE AGC S. AI � E5 HA ` LF ACCESS O ATEO µtlg I P iIPA Si IC GV THE PASSENGER SIDE CS Y 1 A2K'NGSPACES, •9�3 S If ! 1 9 THF URFAC U EACH ACCESSIBLE ACC HALL HAVE A Y E BY i EE£ PRAFFE VIEW OF A WHEO_C A2 WITH AC^t FANT XTLIM1 J N �- �.'-'""e"'„. ' V/\ AL-<igLE 1 i NH:TE Ok A ALJE HAC�sGR`.At.ri P,h.T {G NSTBLE FR(kd THC AhJACENI V}i!:CiLAf. ritAY SINGLE MUl:nPLE BEAN' PAOe G SITACES EHFISVEUL aEAPIER T£SLEOIS D 5RTFNG PACES ACCESS A LE ANT LEHISIAAR RE, TES BERVMG B' W10E UE A:!M. CATS DILA__ PR>VIGE A VERTRA4..LEARAN,E Vf 3'-2' MIN-MUM NT CONS -RUCTION Nb7E5 tCn1IA0Cf MW TG T'PC 'E" A.C.PAVING OVER MIN, 040 CRVSF .. AGGR£GA`E \.✓1 EASE 0 CR KIM D NAT REO CGMPAe.T:D TO 9.5% UAL, DENSITY IIN PARMUG ALL AREAS) /1 COIJOTNKT LIN L31 TBE 8" A PAMN3 EVER Ml.. 040' CRUSHED AAGCZICA'E �.l DAN. IO'l R WN, 5 AF AAI. GRD. COMP Ci;9 TO '} % MAK DENSITY (IN ARIVF. A39i APEAS) -A ol �aDETAIL y SCALE:3"=51. _ / f � Y /_ e�:� ,'/'�4 ,i'` ;AAs ;dtktY @BEAT' i - ( �'t31ARE BREAK 1 r —_ — ADMA OXTAIL _ PLANTER AREA \\ /l% `= / f% ; f ✓/ - J gp \ an5`rtA''�'wv'-`� TURF AREA i ~ MILAR} T � )u 3 \ U',yv � •T T v 4 �t; paNr{mo�} —/jy "�'� 'V REA, e tMNIS 06ORT // A%1 f / ` / `. y11, i j$ S Jf / `,T ICKLIESS AND FINISH PER \ 1 \� I by TURF AREA I� \ \ r 1 ff ARCHITECT'S TF AN v , moo �{ f ovCWAGTCR HE AND / ,� pF'^COMPACT THE SAME AS i BU,j�'//.,'`J /J¢,'j`/P Et.�'SG P{v�� 1 q� 4 ANUEC'Y?A` t � 'C_•.° � /l � �/ � ;f /! /43'. � � �°�.�°°° ,.'J y f ; v �..y \ t ` \.\�P \\\ 4T dv �� l`�. � � 1 � D• � M / / l fr' � TURF AREA GRADING Q M CD CONSTRUCT S" CCNCRFTE CURB PER DE.TAIL� <j) CONSTRUCT B" CONCRETE CURB AND GUTTE�R PER DETAL (} CONSTRUCT A' WIDE J G:iT3'ER PER DE`AIL\ 3i CONSTRUCTSFIEL TRASH OVAL S -212 WITH CONCRETE APRON PER CITY pf BAKERSETELD STD DWG ST -2t. CONSTRUCT 4' THICK CONCRETE WALK AND/OR FLAT WORK PER ARCHITECT'S PLAN WIDTH AS SHOWN IN PLAN V'EW UNLESS OTHERWISE SPECIFIED ON ARCHITECTS PLAN CONSTRUCT DECOMPOSED GRANITE MJ- t USE TRAIL PER ARCHTEVS PLAN. WDTH AS SHOWN IN PLAN VIEW UNLESS OTHERIOSE SPECIFIED SAY ARCHITECT'S PLAN CONSTRUCT CONCRETE MOW CURB ADJACENT TO DECOMPOSED GRANITE MULTI USE TRAVL PER ARCIRTECT'S PLAN. CfD PROPOSED MOUNDING SHOWN LS FOR REFERENCE ONLY, CONTRACTOR SHA1 COORDINATE WTH LANDSCAPE ARCHITECT FOR EXACT LOCATION, HEIGHT SLOPE ETC ACCESSRE IE PARKING STALL SHALL HAVE MAXIMUM 2% CROSS SLOPE IN ANY D'REC7M4 INSTALL ACCESSIBLE PARKING STRIPING PER ACCESSIBILITY NOTES AND DETA: S ON SHEE"S 2 AND 3. (1 {S} OCN5 RUCI CONCRETE VON CURB PER AFSHH'ECT'S FLAN. INSTAL ACCFESWILF RANKING SIGNAGE A ACCESSIBLE PARKING 51ALLS AND ENTRANCES AS SHOWN `M ACCES IBILNY NOTED AND DELAJLS ON SHEL15 L AND 3, INSTAL ACCESSIBLE URE RAMP AS SHOWN PER A CESSIBi NOTES AND O.TA 5 GN SHEETS 2 AVID .x NJTAL. WDE TRUNCATED DOMES AS SHOWN PER ACCESSROUTY NOTES, AND DETAILS ON SHEETS 3 AND 3 Cl D ACCESSIBLE VA P NC (?% MAX,SLOPE IN ANY DIRECTION) NOTES:L SEE ,MPROAF.MENT PLANS FOR CONSTRUCTION Of ALL IMPROVEMENTS WITHIN WINDERMERE STREET AND MUIRLANDS PARKWAY (INCLUDING UTILITY STUBS SHOWN FOR PROPOSED PARK 9-E). 2. PROPOSED WATER AND SEWER LINES ARE SHOWN FOR REFFRENCE ONLY SEE SEER AND WA 11R PLANS FOR EXACT LOCATIONS. 5. WARP CONCRETE TO CAJECRNIA BUILDING CODE ACCESSIBILITY STANDARDS TO MATCH FINISHED FLOOR AT ALL. BUILDING ACCESS 0 EJIN's. 4. ADD 30SCC' TO ALL DESIGN ELEVATIONS. 5. ALL EX.STING FFATURFS ARE NICE-TON0 B. `EE ARCHITECT'S PLANS FOR ALL. DIMENSIONS NOT SHOWN, ® EX ELEVATION PER PARCEL MAP 72409 STREET PLANS, VERIFY PRIOR TO CONSTRUC1'19N, NOTIFY ENGINEER Of ANY DISCREPANCIES RIGHT -Or -WAY PROPOSED STORM DRAIN (SEE SHEET 7 FOR DETAILS) --- 5 -- PROPOSED SEWER MAIN ---- W - - PROPOSED WATER MAIN c PROPOSED a"-EVIER CLEANOUT FINISHED SURFACE WLINE PC FINISHED GROLUND MAY MAXIMUM MIN. MIMMUM ^" EOG TOP OF GRATE 1` ,TOP OF CONCRETE AC ASPHALT CONCRETE Hp'HIGH PONT —.L% DIRECTION OF DRAINAGE W!TN GRADE fx -WISHED FLOOR GB GRADE, BREAK TOD TDP Of BERM �( .� \ \''. \ ".� � \I✓ \.:� \ \, v ,�,r'�'" y/ � �� - / �'t Irl � / ,+ Y CwI(P4Y+:} v - � / iL , \ \, _ i \ \\ \ 1\ d 2$ t i !/ °> / \ f/ } T(1RF AREA l� _ -`-•' _ \ ) 'r J\ 1 p (/j ,\SRA f a/ 4s(i "" , F � V l AT V � "aA. / >. F � � �;.-- / --- i� f / 'III .. � `•,° ---E„•,°..-, y C - --- s %f " v yV v ',v v A v vv v vv ylJ.^_.._._._..A w,....,�a.._.,.,,....,_.....................__,......_,_.� / --MLI. Ax. . \ f'f 4X ; _. \,...� v_.._ I / W. %EG GLARE AREA Th d V -- .,L---�___._.,,, �_y:___....__ ` s _ _--�—�j`� _ C� V/A Tas'' / 7". /a r 4v rvT,.� 1. _Y� _.._{ _. e3:'%I� ' f/ 1 i A 1 1 i'i _ vv A "•`' Hwa varaRwsk' .f �. `.•„ °Y / p.,. /{ / ^�4� s� � I T I z I �IsI J J y v lv �; .v q /�0231 ` °I a' y g� 1v\\ Nt. "GD A'&EAV A PI � v'� � ,!p vV v •v vv� I � ♦v ` _V ,A \ . .,//7-/" qv� '`'+,. 1 #0%31xi +,>..E" } h e} / i, r $ PtN.'?USl1J iTkTkR k1NG / E DETAIL S qs �/ '� /��/'�. cr\�� �/ � / �� :�/ w14" /p I hQ c 05 ; \s /\\ \ v �`.\ \'.\ '\\\ .A, / / - _ �.\ v � J �`'�"" // / y,f, u"2ti +� �'� ___ \ 0.43.6% / � • t � r w�. `.�. �'1-�$ r/'I 1 J ,\ ye \ \ 4/ i 'd f *-- r, J __�_ -y-- �. ._-Y—_ a ,S �.. `I F I \ \ 1 / nliiF /' g I. — y- i^- . }� j �-^�- moi- ' Y \g ii 1 i 7 \ ' f AREA / j r "hi (y L \ ' •, ,\ �j 2s �' V/ /TtJRf aftEa 1 \ zH \,, r&.i_ _ _ _....._ _. _ _-. .i. T a \ _ _ ° I `\\\{`ul'N � t�,'.. 1 s _ ,/ - 1_y?��'E+ 14s_w �>r� $ , „, 1 i I � ' IN AS-_ - - - - ----- \ } 1 /j 'Y` �A- G-'� _... I _ .0=—-------------- - f 'd .5 ..... /Lo i- /, _ .__. _ _ _..._ _._ __(SEE PARCEL MAP 12100 fMPROVEMHN' PLANS) .��][l�, {�}�5py�} {pp�{pan 5 yy�p{yq�p�.e pq�. ;��y+p� pp y5 f -( / %�� ���' '' MY9 66 ?e iw.l i6� STREET 4.1 �� �Q� Vkuj J / 4�� / ! f —\ �I \ ! W Lu _ _ _ _ _ 3p( — _. ---------------------------- _2 — TENTATIVE TRACT 7288 ofe 1ST'C,>m-rH SCALE: 1"— 20' G 10 20 Aa all { FUTURE RESIDENTIAL SUE �Irnq i CIA % i �.G If=% r Ii/!//�/ `,♦r1 d�/ / �• XX JRF"j , AREA p j — - PROPOSED STORM DRAIN (SEE SHEET 7 FOR DETAILS) -- S — PROPOSED SEWER MAIN — W— PROPOSED WATER MAIN AD PROPOSED SEINER Ci CANOUT FS FINISHED SURFACE FLOWUNF FG FINISHED GRTIUND / MAX. MAXIMUM / ' r MR. MINIMUM /] TOP Or SEETCO.r TOP OF CCNTNES- "Y+ �/ j i' 1 1 rs 1 AO HIGH P r NCR£ r' ' / 1 j I Hf' HIGH POINT °qj uy % / i/ I ( ��, { ID DIRfiCTION OF'MAINAGE WITH GRADE / "°' /i tt a j ) 'S♦ FF AFINISHED FLOOR i-/ TO GRADE WREAK j i � � TOO @P OF BERM / �t UISION ; r 1; r + p y F l1 r 4 4111 if 'x. u,� r� !!. PL � .Rax s r ......._..,_ ,. j t ti �Ar {a A ! r :; tl t ? ; j II PLANTER AREA 'y` d I h' SHEET r ppp : F E yi -1 u ...TURF AREAit RE I� 4k; ( I I if t j! _ If 7 a 4 «'cma'k f f _nue _ _ ) e irrY 14{ ♦! I 1 �! !1__. .. -- if 4 BRE. � f✓ t , � 1 r , 1 j t \ fto kw G�If `�%`r ,b �j(1 ^ i 1Po N 1j1 I �pRuxlAr>E stvAiE �-...""_ .=-�."� �...� , (I - r 1- di 1 7 I L,. ji t rmss' f_y=.a0 '�`..� G;q LAI ��z- /� ,I c t UD'�`.�^� - / sF I i I' �. \\ - %amu J(jj, ". - 1 o g I INT;U 1 I i' I tl /^ rf n A I 4s i 1 r 4 r �(f A \ t I Q GRADING QQNS!RLJQR NOTES a> CGNSTRUGT 0' CONCRETE ORRIS PER DETAIL I)) fZ CONSTRUCT 6" CONCRETE CURB AND G`JFWRR� `P+�E,iR DETAIL CONSTRUCT A WIDE V GUT?R PER DETAIL \,3,/ CONSTRUCI TRASH ENCLOSURE WIN CONCRETE APRON PER CITY OF BAKERSF:ELD STD DWG ST 2T', CONSTRUCT A 'RICK CONCRETE WALX AND/OR FLAT WORK PER ARCHITECTS PLAN. WIDTH AS SH01Nd 11K PLAN VIEW UNLESS OTHERWISE SPECIFIED ON ARCHITECT'S PLAN CUNSYRUCT DECOMPO EO GRANITE HULA -USE TRAIL PER ARCHITECT'S PLAN. WIG'{H AS SHOWN IN PLAN MLW UNLESS OTHERW"E SPECIFIED ON ARCISIECI'S PIAN CONSTRUCT CONCRETE MOW CURB ADJACENT TO DECOMPOSED GRANITE. MITI—USE TRAIL PER ARCHIIECT'S PLAN Q PROPOSED MOUNDING SHOWN IS FOR REFERENCE ONLY CON RACTCR SHALL COORDINATE WITH LANDSCAPE ARCHI..EST FOR EXACT LOCATION, HEIGHT, SLOPE E -G. } ACCES IDLE PARKING STALL SMALL HAVE MAMMUM 2% CROSS Si ORE IN ANY CIREC IIAd INSTALL. ACCESSIBLE PARKING STRIPING PER ACCESSI ILITY NOTES ABC) D 't AILS ON SHEETS 2 AND 3. \y/ CONSTRUCT CONCRETE MOW CURB PER ARCHREC7'S PLAN. INSTALL ACCESSIBLE PARKING SIGNAGE AT ACCESSIBLE PARKING STALLS AND ENTRANCES AS SHOWY ON ACCESSIS-1'1 NOTES AND DETAILS ON SHEETS 2 AND S. (j } INSTALL ACCESSIBLE CURB RAMP AS SHOWN PER ACCESSIBILITY NOTES ANO DETAILS ON SHEETS 2 AMC 3 IZ INSTALL S WIDE TRUNCATED 0014ES AS SWWN PER AC _S1GLITI NOTES AND DETAILS ON SHEETS 2 AND 3 ACCESSIBLE SEATING (7Z MAX, SLOPE IN ANY DIRECTION) NCTfr 1. SEE IAIPRO,TMFNT PIANS FOR CONSTRUCTION OF ALL IMPROVPYENTS WITHIN WINDERMERE STREET AND MLMILMDS PARKWAY (INCLUDING UTUTY STUBS SHOWN FOR PROPOSED PARK STEV, 2 PPOPOSEG WA".ER AND SEWER LINES ARE SHOWN FOR REFERENCE ONLY SEE SEWER AND WATER PLANS ORE XAU7 LOCATIONS.. 4. WARP CONCRETE TO GAL.ORMIA RLASING CODE ACCESSIBILITY STANDARDS TO MATCH RNISHED rLJOR AT A.U. BUILDING ACCESS OPENINGS. 4, AND 500,00' TO ALL DESIGN ELE"NANONS. B. ALL EXISTING FEATURES ARE HALF—TINNED. 6, SEE ARCHITECTS PLANS FOR ALL DIMENSIONS NOT SHOWN ! p FX. ELEVATION PER PARCEL MAP 12500 STREE' PLANS 4ER;FY PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES e AREA •�.. " `'oa � � A`Ea ♦ Srf MAX +``O_"�P` ?31^^..� AREA / `,Gi�?,I I I" i T �a 0^�RyN�N� 'n {!.,\ �z �y a 1 C 1}f( + Y ✓+ z \� Z Lu ` ) i OX Q z z y y Ge _ 4 TURF }G + 1. AREA 1 3, c p Ij °�. `., \ t r+aEl aawiptmcEyIf I C _ .�A f t i ,� 1. s s '` `.C3___..-'' f -• /a.� cV r�i_� t 13, i.a\ M \ °° �.. '.��fyF"'"I •1�,,� v �I ALi.`�'°I i �$ } s^ R e fUftF AREA If Pi AN ei? P� AREA y f \ j '! i i i, I xP AREA PLANTER \ ''lil AREA 1\ \ J a/ ` g.,i2% TURF AR'A ,`[ 0 a\ \ zq \ Rl3N _`_ \ i`�" � ,/ter JrJ ♦'\\ `\ l / i ._.«.....«... ........... «.......� ......�..�.. ..._._e. _m_....� ...m.®..» _.� ®m.»..® ,¢mom, i i' D t PROPOSED :� � ,� „" \• v COMMUNITY CENTER (BY SEPARATE P ANS) ui V T 1 �\ u)_. t ---- -t— (SEE PARCEL MAP 72100 IMPROVEMENT PLA lVS} f a -U) _ WINDERMERE STREET - � � � I � i f � ___...._ ............... ...,. . 4` 1 i I ------------------- SCALE: T " 20' sIIG� OF » SH€ETSjj FUTURE DEVELOPMENT PROPOSED LANDSCAPE HEDGE_,,, (SEE LANDSCAPE PLANS) ,,,\� (FUTURE) HNO-1---- PAD ELEVATION .- .-- —__—W,....._,. LL � A o VASES PROPOSED f ' PARK SITE I T.O.S.-- TOP 01, RURM T,a>73e_Af.Y9i+ 1 4R OM S PL CURB PIR: C,il ftCl'S PLANS �- �'�C�,',�. 5.F MAXI 115A t VAX ' i�.( b% MAX \e���y'i�, /'�✓ % VAX���jVyy h'.Y.\\�r`i.i l3AY?>yhy/.Y`Y\6 %}a'YAh NO TO CALF TURF AREA IIN Si N ID '- OP T r I S am PLANS) TURF AREAj \ �" ARCA VIA U TURF —AREA N / r I r P )r GRADING-. CONSTRUCTION NO Q CONSTRUCT 6" COHCREIT CURE PER OETAILf -i CONSTRUCT 6" CONCRETE CURB AND CUTTER PER DETAIL CD CONSTRUCT 4' WWF. V-GUTTFR PER DE7kL@ (,,43 CONSTRUCT TRAS4 ENCLOSURE WITH CONCRETE APRON PER C?TY' OF BAKE AEU) STD DWG. ST -21. CONSTRUCT 4 THICK CONCRETE WALK AND OR FLAT WORK PER ARCHITECTS PIAN. WIDTH AS SHOWN IN PLAN VIEW UNLESS OTHERIMSE SPECIFIED ON ARCHITECT'S PLAN CE) CONSTRUCT DECOMPOSED ORANIRE MULTI -UDC TRAL PER ARCHITECT'S PLAN. WIDTH AS SHOWN IN PLAN MEW UNLESS OTHERVASE SPECIFIED ON ARCHITECTS PLAN (D CONSTRUCT CONCREfE NOW CURB ADJACENT TO DECOMPOSED GRANITE ML Ti -USE TRAIL PER ARCHI'ECTS PLAN. [fD PROPOSED MOUNDING SHOWN -S FOR REFERENCE ONI`< CONTRACTOR SHALL COORDINATE WTH LANDSCAPE ARCHITECT FGR EXACT LOCATION, CHAFFY, SLOPE FT ,} ACCESSIBLE PARKING STALL SHALL. HAVE MAXIMUM 29 CROSS SLOPE N ANY DIRE- RON. INSTALL ACCESSIBLE PARKING S'±?4iPING PER ACCESSE311-ITY NOTES AND DETAILS AN SHEETS 2 AND 3. CONSTRUCT CONCRETE MOW Ctt`cB PER ARC01'F_"T'S PLAN. St INSTALL ACCESSIBLE PARKING SIGNAGE AT ACCESSIBLE PARKING STALLS AND ENTRANCES AS SHOWN ON ACC"SIBIL37Y NOTES AND DETA0.3 ON SHEETS 2 AND 3. <M INSTALL ACCESSIBLE CURB RAMP AS SHOWN PER ACCESSPKUTY NOTES AND DET lS ONS SETS 2 AND 'L {„;j INSTALL 3' WIDE TRUNCATED DOA<ES AS SHOWN PER ACCESSOUTY :DOTES AND DETAILS ON SHEETS 2 AND 3. {14) ACCESSIBLE SEATING T'2% MAX. SLOPE IN ANY DIRECTCN) NO'T'ES: 1. SEE IMPROVEMENT PLANS FOR CONSTRUCTION OF ALL IMPROVEMEN.S W'UIN VANDERMERE STREET AND MUIRIJADS PARKWAY (INCLUDING UTILITY STUBS SHOWN FOR PROPOSED PARK SI,*). 2 -PROPOSED WATER AND SEWER LINES ARE SHOWN FOR RF.FFRENCF ONLY. SEE SEWER AND WATER PLANS FOR EXACT LOCATIONS. 3. WARP CONCRETE TO CALIFORNIA BALDING CODE ACCESS18k,TY STANDARDS TO MATCH FINISHED FLOOR AT A-- F3UiLMNO ACCESS OPENINGS. 4. ADD .3DO,VW TO ALL DESIGN ELEVATIONS. S. ALL EXISTING FEATURES ARE 'HALF -TONED. 6. SEE ARCHITECT'S PIANS FOR ALL DIMENSIONS NOT SHOWN * E%. ELEVATION PER PARCEL MAP 12100 STREET FLANS, WREfY PRIOR TO QGNSTRUCTION, NOTIFY ENGINEER OF ANY DISCREPANCIES --- RIGHT—OF WAY _ PROPOSED STORK GRAIN i (SPP_ SHEET 7 FOR DETAILS) - 5 PROPOSED SEWER MAJN -- --v PROPOSED WATER MAIN i^.. PROPOSED SEWIER CLEANOUT FS RNSHED SURFACE FL '1.OWUNE FG FINISHED GROUND MAX. M.4XiG1UM MIN. MINIMUM TOM TOP Or GRATE TO TOP OF CONCRETE AC ASPHALT CONCRPTE. HP }IGH PONT DIRECTION OF DRAINAGE WITH GRADE FF G-NfSHCD FLOOR CB GRACE BREAF TOD TOP OF SEEM P )r GRADING-. CONSTRUCTION NO Q CONSTRUCT 6" COHCREIT CURE PER OETAILf -i CONSTRUCT 6" CONCRETE CURB AND CUTTER PER DETAIL CD CONSTRUCT 4' WWF. V-GUTTFR PER DE7kL@ (,,43 CONSTRUCT TRAS4 ENCLOSURE WITH CONCRETE APRON PER C?TY' OF BAKE AEU) STD DWG. ST -21. CONSTRUCT 4 THICK CONCRETE WALK AND OR FLAT WORK PER ARCHITECTS PIAN. WIDTH AS SHOWN IN PLAN VIEW UNLESS OTHERIMSE SPECIFIED ON ARCHITECT'S PLAN CE) CONSTRUCT DECOMPOSED ORANIRE MULTI -UDC TRAL PER ARCHITECT'S PLAN. WIDTH AS SHOWN IN PLAN MEW UNLESS OTHERVASE SPECIFIED ON ARCHITECTS PLAN (D CONSTRUCT CONCREfE NOW CURB ADJACENT TO DECOMPOSED GRANITE ML Ti -USE TRAIL PER ARCHI'ECTS PLAN. [fD PROPOSED MOUNDING SHOWN -S FOR REFERENCE ONI`< CONTRACTOR SHALL COORDINATE WTH LANDSCAPE ARCHITECT FGR EXACT LOCATION, CHAFFY, SLOPE FT ,} ACCESSIBLE PARKING STALL SHALL. HAVE MAXIMUM 29 CROSS SLOPE N ANY DIRE- RON. INSTALL ACCESSIBLE PARKING S'±?4iPING PER ACCESSE311-ITY NOTES AND DETAILS AN SHEETS 2 AND 3. CONSTRUCT CONCRETE MOW Ctt`cB PER ARC01'F_"T'S PLAN. St INSTALL ACCESSIBLE PARKING SIGNAGE AT ACCESSIBLE PARKING STALLS AND ENTRANCES AS SHOWN ON ACC"SIBIL37Y NOTES AND DETA0.3 ON SHEETS 2 AND 3. <M INSTALL ACCESSIBLE CURB RAMP AS SHOWN PER ACCESSPKUTY NOTES AND DET lS ONS SETS 2 AND 'L {„;j INSTALL 3' WIDE TRUNCATED DOA<ES AS SHOWN PER ACCESSOUTY :DOTES AND DETAILS ON SHEETS 2 AND 3. {14) ACCESSIBLE SEATING T'2% MAX. SLOPE IN ANY DIRECTCN) NO'T'ES: 1. SEE IMPROVEMENT PLANS FOR CONSTRUCTION OF ALL IMPROVEMEN.S W'UIN VANDERMERE STREET AND MUIRIJADS PARKWAY (INCLUDING UTILITY STUBS SHOWN FOR PROPOSED PARK SI,*). 2 -PROPOSED WATER AND SEWER LINES ARE SHOWN FOR RF.FFRENCF ONLY. SEE SEWER AND WATER PLANS FOR EXACT LOCATIONS. 3. WARP CONCRETE TO CALIFORNIA BALDING CODE ACCESS18k,TY STANDARDS TO MATCH FINISHED FLOOR AT A-- F3UiLMNO ACCESS OPENINGS. 4. ADD .3DO,VW TO ALL DESIGN ELEVATIONS. S. ALL EXISTING FEATURES ARE 'HALF -TONED. 6. SEE ARCHITECT'S PIANS FOR ALL DIMENSIONS NOT SHOWN * E%. ELEVATION PER PARCEL MAP 12100 STREET FLANS, WREfY PRIOR TO QGNSTRUCTION, NOTIFY ENGINEER OF ANY DISCREPANCIES h ff! t f( r 7 l0 rll ) 1 q lj 6)IL.f l ;f 1. r / ALI (1 , f ! " t t rr \ if 7 r i / 7 ( I� r7 1 F 1: \\ h ff! t f( r 7 l0 rll ) 1 q lj 6)IL.f l ;f 1. r / ALI (1 , f ! " t t rr \ if 7 hill""--...� i D�' f r rr 7 !t f f I d r�� � a d 4r+ 1 1 r t i) t I f ®. + t a r It r' p )t (, ➢ I r) 11 f r ST : rt'^"—�-..-... 1 ))OFF 7711 r+49 t) ARu +i d)° f EI IIS r 1 rvcas�-rt-o 6 10 20 AD en m M OF 7% 1 Loll t 2 ( )l 7 1J t i cV Cir -,="�l + F hill""--...� i D�' f r rr 7 !t f f I d r�� � a d 4r+ 1 1 r t i) t I f ®. + t a r It r' p )t (, ➢ I r) 11 f r ST : rt'^"—�-..-... 1 ))OFF 7711 r+49 t) ARu +i d)° f EI IIS r 1 rvcas�-rt-o 6 10 20 AD en m M OF 7% STORAX DRAIN NOEFS ri :N fAJf PVC STORM DRAIN PIPE PER "i A9LE ON THIS SHEp-. UNLESS OTHERWISE NOTED, INSTALL rHRLSTY UZI CATCH BASIN WIN U21 -HT GRATE PER DETAIL(P1 INSTALL CHRI$1Y Y. CVJCH BASH WI1H V1 •71C GRATE PrR DETAIL( i� INSTALL C14RISTY !12 DRAIN QMX Wi IH RISER AHD WITH V12-71`01 GRATE PER DETAil ?.'._. CONSTRUCT TYPE A' STANDARD MANHOLE PER C.P.B. STD. DRAWNa SW ­I,. INSTALL PJC PIPE It OR E i5E'E PIPELINE TABLE FOR SIZE) Q Rt1INNC PLUMBER CONNECTIONS NS FROM FLOOR DRAIN I STORM DRAIN SYSTEM; ^NNECTIONS FROM BUILDING TO TOR41 DRAIN MAIN S4ALL 1AE 9" PVC At i% MIN. SLOPE VERIFY EXACT NUMBER AND LOCATONS ON BLALDIN PLANS NOTES i LATERAL CONNECTION'S TO MAINS TH.A-.. DD NOT OCCllR !N JUNCTION BOXES ,SHALL BE MADE WITH 45' ELLS OR WYES FOR CLEANOUT PURPOSES. as ;No. SLOK- S17E LENGTH (SEE THIS SHEET FOR DETAILS) _..__._ S.__.__ 0 t 12 OA7% „�F 3u.3...Lx 3 G 0% s 1314 i t 4 20% 2 98.9 LIPJf MIN, 0.25% 9 96.1 I.F 5 D 6% AC LFs 7 021 % 8 13j7 y 8 0.30%. $ 9 LFi 9' 11-6 45.6A2 10,4 LFt I 54.20 0 14 48 81 i „GY__f 021% r1, 918 Lr# 2007.I "s 383 Ft 00 36% 61 s F' O50% 1 3 s FE f 0.50% 1 sr, 32.7 LF± 4 .5S4a 4 49.L5_4 9 .9 2063 LFt L s 1% 18 5a Ft 5 7 t. n_-_' j__ a , fig , 55 Lr.r- $ 11 ! 8 55 C m 13 5R LFt_ q.55 5 ,t, 96 7a T46.7a6140 5x_40 i 100% DD5' n 3D < L Ft 0.25% 12- 2 - G119 0.70 I 1 118 7 LFk 41 .s S /OG% 23 2 t _`t...k 5460 t +% s Fi OO 00% I 0447 ! 6 F 2s� D 33% Z 148 7 F± i D,F35Y ,_ 91 u7 D A 87 ' 41 tCl .O�__Q .___1_5L 4&46 INLET No, TYPE TCG INV N- INV S �f4V \J l�'=� (SEE THIS SHEET FOR DETAILS) _..__._ S.__.__ PROPOSED SEWER MAIN ". 51.30 4P.3914 48�39�� FS 7 .} 431 > 48 f I .41_65? i -- 4 1 L40 $ei;fi0 491814. 4940 95.94 _ MIN, 53.65 TOG ... 49 48 _ 1 TO TOE' OF CONCRETE AC 92 i HP HIGH P0114T DIRECTION OF DRAINAGE WITH GRADE FF FINISHED FLOOR 4e 184 GRADE BREAK S Q0x i 55.GF7 45.6A2 - 54.20 0 14 48 81 008d 51c -0- 16 4,16 + taut.I 1 49 30 f -1, 5 .6t-6±FC 45.68 Y 4fL68 _ 4 .5S4a 4 49.L5_4 9 .9 45,95 45.45 �` „ 4955 5 7 t. n_-_' j__ 1 46 dim - f ...._ 07 i , - 49.55 4619 46 *q q.55 46 96 7a T46.7a6140 5x_40 L 77 . 48?G 4,�„_ QD _ U` _.. 0.70 47. 9.5 53.00 41 .s S -. 7 35 9'5 5460 55 0 I 0447 ILl 87 ' 41 tCl 5 .40 4&46 1. L R1 If J� �v J 16 Ir h?' 5 r l' _ \ gyp- 1-LiNEF w --^ R-GHT—O'—WAY -- _ - --= PROPOSED STORM DRAIN (SEE THIS SHEET FOR DETAILS) _..__._ S.__.__ PROPOSED SEWER MAIN —W— PROPOSED WATER MAIN B) PROPOSED SEWER CLEANOUt FS FINISHED SURFACE FL FLOWLINE FG FINISHED GROUND MAX. MAXIMUM MIN, MINIMUM TOG TOP OF GRATE TO TOE' OF CONCRETE AC ASPHALT CONCRETE HP HIGH P0114T DIRECTION OF DRAINAGE WITH GRADE FF FINISHED FLOOR 08 GRADE BREAK TON TOP OF BERM Jrit I t �j r 1 � yp iq.7.J `a.� "`"..., _ "�"°���-_._"cA•g...y.� :e.e GJ A ? l �f ,(� t If , Ir i+1 s v ; tfry j ( !y (( 11 X i ® )%a Jjj (! ! 1 , i 1 ��� if If *= SRiB FOR TOT LOT P3ALNAf$ PURPOSES - PLUG &;ND F{%1 PJ IJRF: (:%.'Eh'9{R 9Y O'IHEF2S. m. � ! 1 ( 1 t }1 � 1,p [I ^*s FELT VERIFY E SIING 18" RCP STORM. URAIN STUB, (PER PARCEL MAR 12100 SEWER AMD STORM DRAIN PLAIDS) $,� � PRIOR PJ CONSTRUCTION SLiX..ATiGN GEFTH}, NCTiFY ENGINEER IF TriERE ARE ANY L%9 F,r'A'4':F.S. % /Q]"�' j, (f1T l H - xl n11 r A ll7 "m -UVE I H \ r�}(1r ! g9 1 1T: if t i T 1 1 } r7 if 8 ; !f xi �'/ If r91 / i f f! til" f 1 r l$',f i J, l t 1 i %l FUTUREI � ;�� �-� � }I if dtt�r"fill ; RESIDENTIAL SUBDIVISION' ;' 1 - - t rt/ I'l, 1 r i t f '�---._,..__- � l rt: B} fJ ? if 1, 1r r ( I t I ! rl I,i1 I r i (f f ( j �� 6� , p11 ( Jtt+ ff If/a if if fffl f� lLd l f jj1 it a ilti if 1 It It r @ It it �/1 '+I n ii C 1! f t / - a ifIgo, 1 a a Q . tt if I ! i y \ � y < Y, If DRAINAGE =...iT ✓ °_ A \ f / I o i 1�I 11 s'C� t ;1 1 h e _sLO PURPOSES \\_ tlrt 1 y 8\_ i l f7 /ter it // / y� if r I fAkr. '\ SCALE: i "•= 30' "i � 9 f C \i t .. `*a \�` \ •� \ \` `'t '\ \ v L8 � R � i 't 1 � i o 15 as ,_.._......__eo t' I' '.T`_'I__._ �, ,S i ,. t q 1 �i i� I �� ! I{ m mi j i I ¢� 4„✓"���_F-"'1 1 JlvV, .r. '� 1 8 'T a PROPOSED 1iPTY W —.._. W a .�...___.._._._. w —_.- {t!� 93I _.� .._ /lfl/`I DC7 CENTER ff ' I fie, .A .,me— — — ,... _ -"__ S�_ V \\A 6 A lc (SEE PARCEL GAAP 12100 iMPftOVEhtEK PLANS),'r tCl f 1 .r ems: r� rt• - 4 FLUOR BOARD C �r ff f HANNOUCHE ARCI. ITf.]TS '>4'T.265 1016 .-ANN 71-=.t-iC- ?vie G -Hi -E -G I AN OT1INFRJCSR- RIOHI7 LAWERWNIr N ANC 6THF.R P ALL PR TY RIGH f5 IIAY IEP£AL �N TNG5E N07 ALL 17RAWIN[ TE0'BIN ALFEP , ARE IPSTRU OF OF SERNGP_ RF AFIFITE TFE A,t 4 FOF OR HFhWCllGHE AR :HITEOTS. A { NFORMA GN CGNLD NOT IN AND A GKA AR D F EDOOVIAENT FI ES FIELD LECI AND A•.�-A-ACED CIE RIPNYS IS W-0.ELI AI OFED, I AND i,UL kCT CE 12ILL O'YED EE IN SFU ONA EV. FAWNER LK U' IIAIIO O ER IT, IN FIR FORMA MANHER HE E.FRF5 cb BN "EN Mv,i NA VNINF -NT Or HAK I, E YT II PE4M.�s.GN AND C.'TYfiEVT Of HANN(.YC.NE APo:K�TF.G TS, HA4Ni?U4%HE A'rG.=.H IC:- �2CI4 REVISIONS PROJECT NUMBER 9M ofteVIR"'m SCALE: 114" ® V-0" SHEET NUMBER 1 58 OF SHEETS 'l,i-ave E: Al 4B .-ANN 71-=.t-iC- ?vie G -Hi -E -G I AN OT1INFRJCSR- RIOHI7 LAWERWNIr N ANC 6THF.R P ALL PR TY RIGH f5 IIAY IEP£AL �N TNG5E N07 ALL 17RAWIN[ TE0'BIN ALFEP , ARE IPSTRU OF OF SERNGP_ RF AFIFITE TFE A,t 4 FOF OR HFhWCllGHE AR :HITEOTS. A { NFORMA GN CGNLD NOT IN AND A GKA AR D F EDOOVIAENT FI ES FIELD LECI AND A•.�-A-ACED CIE RIPNYS IS W-0.ELI AI OFED, I AND i,UL kCT CE 12ILL O'YED EE IN SFU ONA EV. FAWNER LK U' IIAIIO O ER IT, IN FIR FORMA MANHER HE E.FRF5 cb BN "EN Mv,i NA VNINF -NT Or HAK I, E YT II PE4M.�s.GN AND C.'TYfiEVT Of HANN(.YC.NE APo:K�TF.G TS, HA4Ni?U4%HE A'rG.=.H IC:- �2CI4 REVISIONS PROJECT NUMBER 9M ofteVIR"'m SCALE: 114" ® V-0" SHEET NUMBER 1 58 OF SHEETS 'l,i-ave Sm a. All. dt s . �Tu laver— �U AIY6f MENI WJ 1•'1$-tV .. r�i�l �. rJ�.3r Ic'9Ai f nFFe. Eti- =e 3 fJsa': 1� dim V WWWWay��V� .!a. - ri,S. SPAGNIS IS gi ,-t III jc - HANNOUCHE nlxcr-Jn Eca's aav_zsi.zo�o f ifa 5` VY RE )ES I ARG `LI i O. *HT x?RES:�.Y RE.£Ft u ITS GKOH1 AW C/RbIll IN Ahp OSIER F:LI tRN K VTE YHEKENT IN THESE R.ANS. AL1 DRAWII6, -FID DGNIC R:LFv. .MEIN `TRHM AND A SIERVI?EE AND APN, NfS -2' I LRTI OF OF SER.VI F ANP ITF, 1HE F4CF£R. A aN HANAINEO V FTHESE DEIA IL t, N1 1 v (AI TLU G IELDI T ; MD A ORAPJ TSO ELPGY RORL 9L?v,ilOT iES ANP.0HA-ASID YXr.F^.E4tS L5 'Y<OJKT `iY GI IG ATNDLRI SI1ALl NIT O LAID `El OSE cHAFOk 4AHN R An USEO rVER"I15E IN ANY FORM AI INC NHE WNAiTYIEVCR. I-7 Ha FIRST N AND OON THE RI- N& 'IpFI AND GOIW3-NT OF H?Nt:UK! E ARGHI+EGTE. NAIAN UOE ARCHITECT 2GI9 REVISIONS ND. DATE NO. DATE PROJECT NUMBER k� rte' Ts i" 5 f ifa 5` VY RE )ES I ARG `LI i O. *HT x?RES:�.Y RE.£Ft u ITS GKOH1 AW C/RbIll IN Ahp OSIER F:LI tRN K VTE YHEKENT IN THESE R.ANS. AL1 DRAWII6, -FID DGNIC R:LFv. .MEIN `TRHM AND A SIERVI?EE AND APN, NfS -2' I LRTI OF OF SER.VI F ANP ITF, 1HE F4CF£R. A aN HANAINEO V FTHESE DEIA IL t, N1 1 v (AI TLU G IELDI T ; MD A ORAPJ TSO ELPGY RORL 9L?v,ilOT iES ANP.0HA-ASID YXr.F^.E4tS L5 'Y<OJKT `iY GI IG ATNDLRI SI1ALl NIT O LAID `El OSE cHAFOk 4AHN R An USEO rVER"I15E IN ANY FORM AI INC NHE WNAiTYIEVCR. I-7 Ha FIRST N AND OON THE RI- N& 'IpFI AND GOIW3-NT OF H?Nt:UK! E ARGHI+EGTE. NAIAN UOE ARCHITECT 2GI9 REVISIONS ND. DATE NO. DATE PROJECT NUMBER 2; Finished Grade Field Verify �..... �..... i', NOTES 1 - Sall structure note designed for snow �oad accumulation. HDPE Fabric and cables shall be removed prior to snow load accumulation 2 - Refer S1 -11A for Base Plate Orientation and S11-3 for Base Plate e sewn in hem of fabric typ. -neter of each sail wdrablcick Fabric l� ntion No. F-94501 Each Sail Detail A/S 1 -2 ty . Detail C: S1®3 wMAIN 1t" Iwo Wind Criteria Seismic Criteria importance 1.0 Structural STEEL '' conform to ASTM A-36 Machine bolts shall conforn to ASTM A-307 or A36 with double nuts HSS steel shall conform to ASTM A-500 Pipe to ASTM ♦ o Corrosionprotection ♦ Wire rope, cable hot-dipor galvanized -Columns, and plates shall be sandblasted, contaminants removed, i primer priorto powder coatingpolyester powder top coat (min, thickness = 2.5-3 mils'; hardware Steel shall be T316 (Fy = 30000 psi) WELDING Welding 4: done byAWS using E60xx by AWS certified welders No Field Welding Allowed r _ +..-.. . Grade60 Y Clearance from soil shall be a minimum of 3" SOIL CAPACITY No Geotechnical Report provided for this project - Use CBC Chpt. 13 Assume clayey sand - Field Verify -Allowable Lateral Srglpassive = 150 pcf x 2 = 300 pcf per Chpt 18 cantilever not A sensitive -Allowable End Brg = 1500 psf FOOTINGS Concrete fc = 2500 psi Coarse Aggregate = 1 '" max Slump _ 4.0" +_ 1" ' W/C ratio = 0.50 max. ; `1 F.., .,��:aG,� ,;,�� '0110099 FIRRIT11iffE ii damagedbe due to deflection. "Minor Structure - NO SPECIAL INSPECTOIN" Structural Engineer Spring, Texas No. Revision/Issue Dcft RM ftm OW Aft= Custom Canopies, Inc Belcourt Community Multi Sails January 2019 BITS 141081VAWO ME _i , i,,- -at} Post A 4° 1a Post Post G E 11 ASE PLATE ORIENT=ATION PLAN NOTES I Refer SI -3 for Base Plate and Anchor Bolt Design Post James L. ll, SE W Structural Engineer Spring, Texas MUM Sails -TI --dIE �.' Revision/issue Dde Custom Canopies, Inc lcourt C711i5tuC1\jPO t� ^A MUM Sails -TI --dIE lit 4 0 7x19 wire rope 1,11 and YO Aluminiurn .!- IMAM* : Structural Engineer Spring, it 4w D - Shackle UJ Pipe columnTurnbuckle r �`�-Pipe column per S1-3 cr_ I Detail A - Fabric Sall to Post Connx. Detail A - Fabric Sall to Post Connx. No Turnbuckle' jt tit gar _ I just tz U- €� qU wire rope typical Y at perimeter S/S Bolt Typ. sw, ,raee+ f #1 Aluminium discs Oo S 0c` UR 6jo., f9 Na. ReVisianflesue Date RM ft= «W AftM Custom Canopies, Inc Icort Community l a Multi Bails MR I Mark Slze Footing 0 Footing Depth Baseplate I Anchor Bolts Post A 10"0 Std i 36Y" T-3° 18x18x1 Y` 4 - 1 -1'0 Column Community Post B 10"0 Std 36" 89-9" 20x2Ox1 a#Y 4.1 1Yp Column S1-3 January 2619 � Post C 88# x0.25" 30"Y T -O' �Yd 16x16x14-1 #{ Column Post � 8°'x0.25'0 30" 7iT!9,P 16x16x 4-1 "0 Column 1 Post E 10"0 std_ 36#" 8'41 20x2Ox'l J## ..._.� � 4-1 0 Column Post F 1fl" Std 8#� 36 #tl3Y# 1Yo 18x18x l g � W1Y# 4 - 1 Column � e,:. per Table C-1 Concrete Footing Pipe column per Table Non -Shrink Grout . 5000 sloped . , e iPlate ' 41 II I ..; each face if square u s _ .ills,. r •; q��t1 f James Structural Engineer Spring, Texas No. . Ties 10" O.c® l triple Custom ties @ 2ff ..; each face if square u s _ .ills,. r •; q��t1 f James Structural Engineer Spring, Texas No. . Rwtsion/lssua Date Fft ft= Ow pftm Custom eN Canopies, Inc pfflj'd MGM elcourt Community OR5 I" _,t Multi Sails S1-3 January 2619 IVIS M# Gig i" fabricin hem of of each sail NOES. 1 - Sail structure note designed for snow load accumulation. HDPE Fabric and cables shall be removed odor to snow load accumulation 2 - Defier S1 B -1A for Base Plate Orientation and S1 B-3 for Base Pate Design Oti '01 111 11L 111112. i ! T11110!#1#:M Wind Criteria Exposure D Importance3 Sec. Gust V = 110 mph Ultim], Risk Category = 11 Seismic Criteria STEEL Structural steel shall conform to ASTM A-36 Machine bolts shall conforn to ASTM or . with double HSS steel shall conform to ASTM A-500 Grade w, . Ripsteeli.. Corrosion i rope,d cablebe hot-dipor r t plates shall be sandblasted,!removed, coatedand powder! powder top coat (min. thickness = 2.5-3 mils) -All hardware that is to be Stainless Steel shall be T316 (Fy = !t #_ WELDING Weldingshallbe usingE60xx by AWS certified welders NoField Weldingi, ! r y5 Grade Clearance from be minimum of 3" SOIL .- ReportNo Geotechnical i for this project - Use CBC Chpt. 18 Assume clayey sand - Field Verify -Allowable ♦ • w 11 pcf per Chpt 18 cantilever not A sensitive -Allowable FOQLINGS Concrete fc = 2500 psi Coarse Aggregate = 1 -1" max., _ Slump = Zv' 1" z W/C ratio = 0.50 max. C..L.FARANCE FRQM OTHER �r ��RJ�r���5 Canopies shall be at least 6" away from any other structure which may be damaged due to deflection, Structural � III Engineer Spring, 'I Imo. No. Revision/Issue Date 6#t» HanO OW Custom Canopies, Inc Belcourt Community s Multi Sails W s Post E e e L_134 Post ." 6 BASE ELATE ORIENTATION PLAN Post C Past G tx� &��r•.� o,e 1's James Mitchell, Structural _ l...' Spring, Texas Multi Saps I Plate 4"0 7x19 I9 rope I44 n-Qk-me 1 James e Mitchell, SE Structural Engineer Spring, Texas OV1149. ® q I 1 i1 S�` columnPipe CD 44 0 44D -Shackle U.1 { t i Turnbuckle r S1 B -3i column U) Cn C S1 B-3 Detail A - Fabric Sall to Post Connx. Detail A - Fabric Sall to Post Connx. Cf. No Turn Adjustment With Turnbucklejust Cn ""0 4 4 9 wirerope typical t perimeter S/S Bolt R Aluminium discs cX,P a'3 ":'Oi3 No. I Ravl9lon/laaue Date e Custom Canopies, Inc lcourt community Multi Sails TO, OR *711114101 = r'1 f _.n.li Mark Size Footing Footing Depth Baseplate Anchor Molts Post g3 pp 8*'OxQ.25" 30"0 61-8" 16xl6x1" 4.1"0 Column It CO ' Post B TO X-str 30" 81.61" 16xl6xl $s, 4-1100 Column I LL Post C X-Str 308"0 8 6 16x1 6x1 I 4_1,E Column Post D X-Str 36" 8'- '° 20x2Ox1 :' 4-1',1O Co Column CC p� Post " xO.25" p� 30" p 6R-8" .g 16xl6xl" 6xl6x 7" 4 - 1a# ReWslon/issue Column Post F TO X-Str 30"0 8,_6Ea 16xl6xl W91 4-1 1 "0 Column !cert Community Park I8"x0.25"' Post C f� 30" 61.8-P 16x16x1" 4 V PVIUI4J Sails Column aoa January 2618 1 I 1X2" Non -Shrink Grout Pad (fc 5000 psi) sloped to drain r t ri I I _Anchor bolts per Y l l ! Fable -1 341 c!r �— YW' 4"X4°" Plate over typ. washer with double telt typical each anchor bolt #4 Ties 10" oc. per _ r�r trlpla ! s ,� Concrete Footing Fable -1 spacing top each anchor belt @ baseplate � � -Encase portion of column and base plate below finished grade with 2500 psi concrete with min,. °" clear cover "'-3 each face if to all structural elements square orientation may be random provide adequate cover is maintained and .11 U:a. ' � t e ny; EYP U wit 9 s Mates itchell, F F Engineer Pring, Texas It CO CO Z LL 0 INo. i ReWslon/issue Custom Canopies, In !cert Community Park f� '`,�' -cis:^�''- •^ PVIUI4J Sails aoa January 2618 1 NTS ■ 'N `1 A- d-0 NOTES designed1 - Sail structure note shallcables ized (or S/S) wire n of fabric typ. r sail Detail A I Cm2 ty. Wind Criteria Risk Category = 11 0 (open Seismic Criteria importance STEEL Structural steel shall conform i ASTM A-36 Machine bolts shall conforn to ASTM or HSS steel shall conform to ASTM A-500 Grade 42 ksi) Pipe steel for Columns shall conform to ASTM A53 Type clampsCorrosion protection as follows: -7xl 9 Wire rope, anchor bolts and cable or i -Columns, and plates coatedsandblasted, contaminants removed, and with zinc -rich primer prior powder coating with TGIC polyester powder top coat (min. thickness = 2.5-3 mils) -All hardware that is to be Stainless Steel shall be T316 (Fy = 30000 psi) WELDING IIIc ILII � AWS l� usinE60xx by AWS certified welders g� III 1.1 NoFieldWeldingAllowed License No, FB00073 Grade 60 Clearance from soil shall be a 7minimum of 3" SOIL CAPACITY No Geotechnical Report a ` r for this project - Use CBC -AllowableAssume clayey sand - Field Verify tilever not 11 sensitive ble psf Concrete f = 2500 psi Coarse Aggregate = 1 -1 ":max. Slump = 4.0" +-1'° W/C ratio = 0.50 max. Jll, STRUCTURES be damaged due to deflection. "Minor Structure - NO SPECIAL INSPPCTOIN** 6 M 6 post D BASE PLATE ORIENTATION PLAN Post B P v Post G a NOTES 1 - refer S 1 C-3 for Bele Plate and Anchor Bolt Design POSE E m II IMitchell, SE SItural I�James Engineer r Texas Custom In lcourt Community , , , '{`�'" - j �u9ti Sans rtii:ii �.ienuasy 2Q18 NT9 0 im I'lumelawgrola 5}A M_ knW 4 "'0 7x19 wire o's. M TexasStructural Engineer 1 g� Turnbuckle r S 1 -_Pipe column COr S1 C-3 Detail A - Fabric Sail to Post Connx. DetailrSail to Post Connx. W No iia t i -Turnbuckle —dju... -- t z LL uj :1"0 7x1 9 wirerope typical t perimeter S/S Bolt T M S air Aluminium discs Nm ReAslorf l®vue � e Custom Canopies, Belcourt Community 4 s? a JAS z L Q* Multi Sails '. ORW January 2019 QTS 1111111121111=111 Exist Fin, Grade Field Verify TableBase plate --- " R Zit Typ. Y James L. Mitchell, SE Structural Engineer Table -1 1Y2" Non -Shrink Mark Size Footing FaatEng Depth SasepEsfia Anchor Salts rout Pad (f c = Post A 8" X -Str 346"0 8'-6" 1xl-1 e l 5000 i) Uj Column sloped to drain Posts 8 Std 30"0 7'-8'° 16x16x1 4-1:"0@d Column Past C 8" Std 30P, 7'a°} 16x16x1}f 4®1P, hr boltper Column � CIL� � Table ®1 CL Past D 10" X-Str � 36"0 W-8"4-dlI 1PP 41 � � > I Column I 20x20x1 - �a /° �/ Y A a °rtll Spacedz U- Pac'Ft 819.0 X-Stf 3�PfJ'J( ®1_f+i# IPP �4Y A l Column 0 &T � 16x16x1 � 4-1 Z � � B std. 900 hooks @ top l � I Past F C mntr 36"0 8'-6" €6x16x'1}, 4-1 If 1/�ea}���4aePlate .� Cir l �J over t washer with double Past 8310 Std 3�1® 7P_8,. 16x16xi 1}P 4®1 " yp. I® Column l nut typical each anchor bolt uj Ties 10" . . ppb e 1811 I 0 each face if square Custom Canopies, Multi Saila January 2019 to 71 OF 71 SHEETS