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(2) 2" DIA. 10' TREATED LODGEPOLE
<br /> PINE STAKE OUTSIDE ROOTBALL. CUT FINISH GRADE, REFER TO PLANS
<br /> STAKE 2 BELOW LOWEST BRANCH
<br /> (2) SETS OF REINFORCED RUBBER TIRE 1" IN TURF AREA; 24" IN PLANTING
<br /> TREE STRAPS,TIED IN A FIGURE 8 STYLE. AREAS
<br /> NAILS FLUSH TO STAKE SURFACE AND TREE
<br /> SECURED AT LOWEST POINT SIDEWALK, CURB,MOW BAND,
<br /> NECESSARY TO HOLD TREE UPRIGHT TREE ROOT BALL HEADERBOARD, ETC. REFER TO PLANS
<br /> ROOTBALL - PLANT 2" ABOVE GRADE / �
<br /> PLANTING BACKFILL MIX, REFER TO
<br /> = SPECIFICATIONS o • 0 4 DIA.X 36 MIN. PVC PERFORATED \\ \\ \\ \\ \\
<br /> Q \ DRAIN PIPE. INSTALL WITH HOLES ///\//j//j//j// \� POP-UP SPRAY HEAD
<br /> w N 3 (NON-TURF BERM (NOTURF AREAS ONLY) \ TOWARDS TREE ROOTBALL. FILL TO 1 \ \ \ \ \
<br /> p 3" MULCH LAYER - STOP AT �` �� BELOW BUBBLER WITH 4" DRAIN ROCK
<br /> 04 0 EDGE OF PIT IN TURF AREAS
<br /> 1
<br /> I.P.S. FLEX HOSE
<br /> ROOT BARRIER, IF SPECIFIED, REFER TO MARLEX STREET ELLS
<br /> = SPECIFICATIONS
<br /> _ PVC LATERAL LINE WITH 'T'
<br /> O
<br /> YIII, THOROUGHLY SCARIFY PLANT PIT WALLS
<br /> Z i� I I i' ' _ PLAN VIEW FLEX SWING JOINT POLY
<br /> N PIPE - 12" MIN. LENGTH VERDE DESIGN
<br /> ,— — TREE BUBBLER WELL
<br /> \OMI I LANDSCAPE ARCHITECTURE
<br /> I - I I TRUNK TO BUBBLER SPACING PVC LATERAL LINE CIVIL ENGINEERING
<br /> PLANT TABLETS PLACED 1" FROM J SPORT PLANNING&DESIGN
<br /> III—III IIII—III I I I I I —1111 ROOT BALL DEPTH OF PLANT PIT, NOTE: SIZE SPACING
<br /> REFER TO SPECIFICATIONS 1. BUBBLERS ARE REQUIRED FOR TREES IN LAWN AND SHRUB AREA. TWO 15 GALLON TREE 15" ( )PVC SCHEDULE 40 90 ELL SxT OR TEE 1843 Iron Point Rd#140
<br /> MIN. 2X ROOTBALL DIAMETER BUBBLERS PER TREE ARE TO BE PLACED ON OPPOSITE SIDES OF ROOTBALL. 24" BOX TREE 20" (SxSxT) Folsom,CA 95630
<br /> 01 UNDISTURBED EXISTING SOIL ORIENT BUBBLERS 180° FROM EACH OTHER. 36" BOX TREE 25" tel: 916.415.6554
<br /> 2. USE PROPER RATED GLUE FOR I.P.S. FLEX HOSE. fax:408.985.7260
<br /> T M TREE PLANTING AND BUBBLER NTS E POP UP AND SWING JOINT NTS www.VerdeDesignlnc.com
<br /> COMPACTED TRENCH BACKFILL
<br /> 0 3" MULCH, REFER TO SPECIFICATIONS FINISH GRADE, REFER TO PLANS
<br /> STAMP
<br /> STEP 1: STRIP WIRES 1/2" FROM STEP 2: APPLY SCOTCHLOK Y SPRING FINISH GRADE, REFER TO PLANS �p,NDSCgp
<br /> o ENDS. CONNECTOR IN A CLOCKWISE 4" DIA. PERF. PIPE GRATE 2" ��� �� F �p
<br /> DIRECTION.
<br /> a HEADERBOARD, ETC. REFER TO PLANS C No.
<br /> SIDEWALK, CURB,MOW BAND,
<br /> No. 40
<br /> ° ° ur ---1a
<br /> yyf� EXPIRATION Ao JULY 2021
<br /> 1/2" STAINLESS STEEL LOCK SCREW T/
<br /> Elf I I FLOOD BUBBLER ON SCHEDULE 80 \ \ \ \ \/ / F OF CM_
<br /> o _ \\/\\/ = I I / /\\� NIPPLE /\\/\\/\\/\\/ ROTOR HEAD INSTALL Y2"ABOVE FINISH
<br /> a STEP 3: INSERT SPLICE TO BOTTOM OF STEP 4: POSITION WIRES IN WIRE CHANNELS GRADE
<br /> o GEL-FILLED TUBE. CHECK TO MAKE SURE AND CLOSE INSULATOR TUBE COVER. \\ \\ 4 DIA.X36 MIN. PVC PERFORATED DRAIN �\��\��\��\��\` `�\� CONSULTANT
<br /> z
<br /> CONNECTOR HAS BEEN PUSHED PAST // j PIPE. INSTALL WITH HOLES TOWARDS PVC SCHEDULE 80 STREET ELLS
<br /> o LOCKING FINGERS AND IS SEATED AT \j TREE ROOTBALL
<br /> o BOTTOM OF TUBE. PLANTING BACKFILL MIX, REFER TO
<br /> _ \\ SPECIFICATIONS
<br /> z _ I I- _- -
<br /> /// PVC SCHEDULE 80 NIPPLE - 12" MIN.
<br /> o c -
<br /> oz -� I I I PROVIDE A 4" MIN. - 6" MAX. SLOT TO LENGTH ALLOW FOR SETTLEMENT WRAP c I I � I I— // ---------------------------------
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<br /> Z Z CLOTH OPENING W/ 2 LAYERS OF DRAINAGE
<br /> O - - -------------------- ------------ 1y�
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<br /> 0 ' Lu 3/4" DRAIN ROCK
<br /> o a PVC LATERAL LINE
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<br /> J
<br /> M
<br /> NOTE: LATERAL LINE WITH 'T' PVC SCHEDULE 80 90° ELL (SXT) OR TEE
<br /> o 1. MAXIMUM WIRE SIZES PER CONNECTOR ARE 3 - #14'S OR 2 - #1 2'S. (SXSXT)
<br /> 6
<br /> w
<br /> S L CONTROL WIRE CONNECTION NTS H TREE WELL BUBBLER NTS D ROTOR HEAD AND SWING JOINT NTS
<br /> ROUND ISOLATION VALVE BOX IRRIGATION LATERAL LINE
<br /> w MAINLINE SCHEDULE 40 PVC SxT COUPLING
<br /> M VALVE BOX WITH ROUND GATE VALVE BOX REFER TO SPECIFICATIONS OOWN LID,
<br /> RECTANGULAR VALVE BOX, TYP. °° REMOTE CONTROL VALVE
<br /> PAVING, CURB,MOW BAND, EDGEBAND
<br /> QWIRE SPLICE CONNECTOR
<br /> LATERAL LINE a SEE PLANS
<br /> 0 FINISH GRADE
<br /> TURF /MULCH SIDE
<br /> ROUND QUICK COUPLER VALVE BOX
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<br /> a 4" ° 4° \ IDENTIFICATION 00
<br /> CD ° ° M
<br /> / TAG BALL VALVE
<br /> 0-0
<br /> 0 12" ° TYP. ° aYRSYNT ETIC
<br /> TURF D2.0 \/ \ COMPACTED SUBGRADE, REFER TO
<br /> N o TYP O � j/// / SPECIFICATIONS
<br /> o o
<br /> SCHEDULE
<br /> REDS 0 PVC NIPPLES. LENGTH AS
<br /> REFER TO SPECIFICATIONS SECTION
<br /> 0 0 o m m m o REQU32 80 00 FOR VALVE BOX AND LID /
<br /> 6�
<br /> ° ° ° a ° ° SCHEDULE 80 PVC 45 ELL EYMAP
<br /> a iv
<br /> 0' >_ v CONCRETE BAND IRRIGATION MAINLINE
<br /> ALIGN LOW VOLTAGE WIRES
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<br /> U PLAN RECYCLED 2x4 HEADER BOARD _ COMMON BRICKS (4)
<br /> o I PVC SCHEDULE 80 UNIONS (3)
<br /> Z EDGE OF CONCRETE WALK,MOWBAND, EDGE BAND —
<br /> OR WOOD HEADER UNDISTURBED SUBGRADE
<br /> o NOTES: PLAN PAVING, CURB,MOW BAND, EDGEBAND -' ' �— 3/4" DRAIN ROCK 12" DEPTH MINIMUM
<br /> 0- 1. CENTER BOXES OVER VALVES. - SEE PLANS _
<br /> 2. ENSURE UNIONS ARE ACCESSIBLE. CONCRETE COLLAR WITH #3 REBAR TO III I I I—
<br /> 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. SURROUND BOX NOTE:
<br /> $ 4. TOP OF BOXES SET IN TURF SHALL BE FLUSH WITH TURF FINISH GRADE. ROUND VALVE BOX WITH BOLT-DOWN 1. VALVE TO HAVE 3" MIN. CLEARANCE FROM LID BOTTOM TO TOP OF VALVE HANDLE/SOLENOID.
<br /> = 5. ALL CONTROL VALVE BOXES WITHIN A MANIFOLD ARE TO BE THE SAME SIZE AS THE LARGEST BOX NECESSARY LID - REFER TO SPECIFCIATIONS 2. PROVIDE A THREE FOOT EXPANSION COIL AT EACH WIRE CONNECTION IN VALVE BOX. TAPE &
<br /> FOR THE LARGEST CONTROL VALVE. BUNDLE LOW VOLTAGE WIRES, LOOP & COIL SPARE WIRE BUNDLES.
<br /> QUICK COUPLER VALVE PER IRRIGATION
<br /> R K VALVE BOX LAYOUT WITH GLOBE VALVES NTS LEGEND C REMOTE CONTROL VALVE WITH BALL VALVE NTS SHEET TITLE
<br /> SYNTHETIC H
<br /> Z TURF D2.0 10" ROUND VALVE BOX WITH BOLT IRRIGATION
<br /> o
<br /> U
<br /> DOWN LID, REFER TO SPECIFICATIONS
<br /> CONCRETE COLLAR TO BE FLUSH WITH FINISH GRADE - SEE PLANS
<br /> AND PLANTING
<br /> �/ THRUST POROUS CLOSE CELL COMPOSITE
<br /> zBLOCK LAYER. SYNTHETIC TURF TO BE GLUED DETAI LS
<br /> _- __ _ __ _ _ _ __ _ __ _ _ -- -- TO INSIDE EDGE OF CONCRETE QUICK
<br /> xW) - ° N COUPLER BOX AND TOP OF THE LID, 10" DIA. PVC CLASS 200 PIPE SLEEVE
<br /> o j \ _ _� -I -III j / O ° REFER TO SPECIFICATIONS \ \\ U / (LENGTH AS REQUIRED)
<br /> bi /� I \ /\- I /TEE 1 MIN ° 4-q 09 �� O SPECIFICATIIONS CHEMICALLY-TREATED REFER \j\j\j / / / /
<br /> \\\\\\ % BRONZE GATE VALVE PROJECT NAME
<br /> > Q` ELL CROSS UNDISTURBED SOIL (TYP.) (2) C1"xl"x30"ANGLE IRON WITH
<br /> (3) STAINLESS STEEL CLAMPS. PVC SCHEDULE 80 TXT NIPPLE (LENGTH
<br /> o j /
<br /> \/
<br /> o PIPE (TYP.) PVC SCHEDULE 80 RISER 6" MIN. LENGTH / / / / / / / AS REQUIRED)
<br /> #3 REBAR BENT AROUND / CONTROLLED DENSITY FILL OR SLURRY, \\/\\/\ \\/\\/\\ F RAN K L I N HIGH SCHOOL
<br /> FITTING (TYP.) - Z % / TO MATCH DEPTH OF ADJACENT \/ COMMON BRICKS (4 MIN.)
<br /> Z /III- o
<br /> V000/v /��\\��j CHEMICALLY-TREATED SUBGRADE, REFER \//\ /\\ \� ATHLETIC IMPROVEMENTS
<br /> o ° / FITTING (TYP.)
<br /> w O ° I I I\ \\ \ \ z TO
<br /> COMMON BRICK ON4 MIN.) \ / /\ AS REQUS PVC IRED)
<br /> 80 TXT NIPPLE (LENGTH
<br /> CONCRETE THRUST BLOCK -
<br /> w I — (TYP) _ Z %4" DRAIN ROCK 12" MIN. DEPTH \
<br /> SECTION A - COMPACTED BACKFILL _ Z ih / � � � PVC SCHEDULE 80 SXT COUPLING
<br /> w 450 ELL 45°ELL VERTICAL r / / / / / / / /
<br /> ( ) (TYP.), REFER TO SPEC. <`+ -
<br /> \\\\\\\\\\\\�\ \\\ \ COMPACTED REFER TO \ \ \ \ \
<br /> MAINLINE (TYP.) PROJECT ADDRESS
<br /> NOTES: /\/\ � `�/� /\21
<br /> PVC SCHEDULE 80 ELBOWS
<br /> a 1. SUPPLY LINES 3" DIA. AND LARGER OR GATE VALVES 22" OR ' \ \ _ _ _ _�\l_ c1_�� %:, i / / / /
<br /> IRRIGATION MAINLINE MAINLINE COMPACTED BACKFILL, REFER TO 4600E FREMONT ST
<br /> LARGER SHALL RECEIVE CONCRETE THRUST BLOCKS. � �Z \ \ \ \ \ \ \ SPECIFICATIONS
<br /> '
<br /> 2. MIN. THRUST BLOCK AREAS ARE BASE ON A SOIL BEARING MINIMUM THRUST BLOCK AREA (LxW) PVC SCHEDULE 80 NIPPLE (12" MAX.) ���,//\/\/ \ � STOCKTON CA 95215
<br /> CAPACITY OF 3000 LBS/SF.
<br /> 3. THRUST BLOCK SHALL EXTEND INTO UNDISTURBED SOIL. PIPE IRRIGATION PIPE PVC SCHEDULE 40 ELL (SxT) OR TEE PVC SCHEDULE 80 UNION, EACH SIDE
<br /> 4. CONCRETE SHALL NOT COVER FITTING JOINTS. TEE, DEAD END, 45°,22.5' (SxSxT) III—III—III III—III— I—III—III—I OF VALVE
<br /> > 5. MAIN LINE PIPING 6" AND LARGER SHALL HAVE DUCTILE IRON SIZE 90° BEND NOTE: — %4" DRAIN ROCK 12" MIN. DEPTH
<br /> o FITTINGS WITH JOINT RESTRAINTS INSTALLED AT ALL FLOW 3" 1 SF .5 SF 1. WHEN EXCAVATION FOR STRUCTURES IS PERFORMED WITHIN CHEMICALLY-TREATED AREAS,CONTRACTOR SHALL
<br /> BACKFILL WITH NON-EXPANSIVE FILL OR CONTROLLED DENSITY FILL TO MATCH THE DEPTH OF ADJACENT UNDISTURBED SOIL SUBMITTAL DATE
<br /> DIRECTION CHANGES (CONCRETE THRUST BLOCK NOT REQUIRED) 4" 2 SF 1 SF NOTE:
<br /> w CHEMICALLY-TREATED SUBGRADE, REFER TO SPECIFICATIONS. VALVE TO HAVE 3" MIN. CLEARANCE FROM LID BOTTOM TO TOP OF 10" SLEEVE
<br /> 0_
<br /> 0 DD/50% SUBMITTAL 03/06/202
<br /> J THRUST BLOCK NTS G QUICK COUPLER IN SYNTHETIC TURF NTS B GATE VALVE - 2" AND SMALLER IN SIZE NTS DSA 100% SUBMITTAL 05/01/202
<br /> 0
<br /> a LATERAL LINE
<br /> CONFORMFINISH SURFACE, REFER TO PLANS
<br /> DETECTION / LOCATOR TAPE WITH �— FINISH GRADE, REFER TO PLANS
<br /> _ __ _ TRACER WIRE,TYP. 10" ROUND VALVE BOX WITH
<br /> o I I I- \/ / // FINISH GRADE SOIL \ `V / BOLT-DOWN LID, REFER TO
<br /> w - \ / \\ co \ / \\\\ /\\ SPECIFICATIONS \ \ �,,V \ \ \ OWN LID, REFER TO SPECIFICATIONS D VALVE BOX WITH TI
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<br /> az
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<br /> ZZ
<br /> `O \\// N \\\\ LATERAL LINE �\\\ LEGEND \ \ / 10" DIA. PVC CLASS 200 PIPE SLEEVE NO. REVISIONS DATE
<br /> 0 \ O O e i / (3) / STAINLESS STEEL HOSE CLAMPS \ \ =o / / / / (LENGTH AS REQUIRED)
<br /> _� \ 3„� DOMESTIC WATER LINE \\/\ \ �� �� �� \/\/\/
<br /> AS �� //j / (2) 1 X1 X30 ANGLE IRON WITH \ \ COMPACTED REFER TO
<br /> r 3 MIN. MIN. 12 FOR NON POTABLE AND DOMESTIC \/\/\
<br /> o Z TYP. NECESSARY WATER LINES �\ \ \ PVC SCHEDULE 80 RISER b MIN. \ \ \
<br /> Z
<br /> o TRENCHING WITHIN FLOW SENSOR WIRING IN 1 SCH. 80 LENGTH / COMMON BRICKS (4 MIN)
<br /> c')N PLANTING AREAS PVC CONDUIT, IF APPLICABLE PVC SCHEDULE 80 ELBOWS
<br /> Elf w MAIN LINE (TYP.) \/\\ \/\\/\\/\/ /\/\\/ FLANGED FITTING TO BE METAL Q
<br /> O w LOW VOLTAGE WIRING (TYP.) TAPE s FLANGE TO METAL FLANGE
<br /> o PAVINGNDSEE PLANS LE WIRE T 10 INTERVALS /4 DRAIN ROCK 12 MIN. DEPTH PVC SCHEDULE 80 T.O.E. NIPPLE Q
<br /> (LENGTH AS REQUIRED)
<br /> \ \ -I I ' SNAKE ALL LATERAL PIPE IN TRENCHES \ / COMMON BRICK (4 MIN.) \ \ \ \
<br /> z _ \ _ / \� \� PVC SCHEDULE 80 SXT COUPLING
<br /> I - TYP.
<br /> DETECTION /
<br /> LOCATOR TAPE WITH
<br /> a _ / COMPACTED BACKFILL, REFER TO
<br /> 0 o b TRACER WIRE j\\/\\/ SPECIFICATIONS
<br /> zaQ (OP VOLTAGE WIRING IN CONDUIT \ \\//\\ PVC SCHEDULE 80 NIPPLE (12” MAX.) MAINLINE (TYP) DRAWN BY CHECKED BY
<br /> cs
<br /> Lu o / COMPACTED NATIVE SOIL TRENCH -- -- - - - - — %4" DRAIN ROCK
<br /> w O \ BACKFILL, REFER TO SPECIFICATIONS - - -11 1/ I —
<br /> Z O / IRRIGATION MAINLINE DATE ISSUED SCALE
<br /> Elf
<br /> a= // FLOW SENSOR WIRING IN 1" SCH. 80 05/01 /2020
<br /> o f - --
<br /> N Q cv PVC CONDUIT (TYP.) \ \\ \\ j\\�\\\//\\\� NOTE: THRUST BLOCK K PROJ. NO.
<br /> o AS NECESSA Y SLEEVE (TYP.) NOTE: PVC SCHEDULE 40 ELL (SXT) OR TEE VALVE TO HAVE 3" MIN. CLEARANCE FROM LID BOTTOM TO 1911000-1211
<br /> 0 o TRENCHING UNDER PAVEMENT VALVE TO HAVE 2" MIN. CLEARANCE FROM LID BOTTOM TO TOP OF VALVE CAP. (SXSXT) TOP OF 10" PVC SLEEVE
<br /> a Q SHEET NO.
<br /> N I IRRIGATION PIPE TRENCHING NTS F QUICK COUPLER VALVE NTS AGATE VALVE - 2 1 /2" AND LARGER NTS D9. 1 of
<br /> �O
<br /> Q U
<br /> DRAWING NAME: Y:\Projects-FO\2019\1911000 - Franklin Restart\CAD\_A_D9.0 - IRR PLT.dwg IRRIGATION AND PLANTING DETAILS
<br /> PLOT DATE: 04-30-20 PLOTTED BY: station46
<br />
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