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2005-9467 TE (Plans) DID 78` 7� 0 NE Hi&H PIPE AND BOARD _. Lij t ER ION CONTROL WALL w/ I ¢° SO L SLOPE ABOVE, APPROX. LOCATIONS OF VERTICAL ! 1 2 1 (D WhIHILL SIDE OF ER0510N 105'-0"f SUPPORT SCREW ANCHORS 3 4 1 5E AN TITLED REPAIRS '+I 3.6 1" 6 1 „ 7.0 1„ 7.0 j-, ` TO L WER AND UPPER BLUFF- EXISTING PROTECTION SYSTEM, o P 13p 1 P 1 PM ( CAST-IN-PLACE CONC. WALL --- &2 PTUNE AVE. APPROX, 14' HIGH W/ (2) ROWS OF ' ..._m ( TIEBACKS AND (1) ROW OF VERTICAL 13'-O'±V.I•F. f 4/I / 4 - SHEET5 #2 AND #6. -_--._ SUPPORT ANCHORS WESTERLY PROLONGATION #13 3 0 OF NORTHERLY LINE 3 x i 2 1 I #12 3 0 3 3 1 8 T3#12\ Gv P. 1 T1/T2 PR PR i \ 3 IIILLL,,,,,���111 — o T1 x -� REINFORCED CONCRETE Gv BFP e ° $ z 1 8 3#11 SLAB 10'x100'x6' THK, 5 vi 0 ' 2 SHALL BE CONSTRUCTED j #11 3, 3 x a� ABOVE PROPOSED WALL 1 p5 1° 6 Zp — \ 1.5 1„ a 1 Of T3#10 R C I Cn l ilik I \ 30 3 3O 3 x o 5 0 10 V. "I1 \\ ` 3 Tt x —T1/T2 % � % / / ` , ,\ \4 PER BLUE T3#9 3 SCALE. _ EXISTING SEAWALL o \ T1 2 $ T3#8 BUILDING FOOTPRINT LI]WER BLUFF / — \ \ PROT€CTION SYSTEM a — 3 3 X /T2 /� T, OKUN RESIDENCE \ #8 3 3 1 0 828 NEPTUNE AVENUE \ 0 TI NOTES T3447 A \ o O 3 30 3 0 , // // i \ 0 2 x tt -^ / / / �j \ SCOPE OF LANDSCAPE IMPROVEMENTS (PLANTING) / / / I / 9 ` #7 o T1 1 8 romN� \\ / ,/ � 1 THE SOIL OVER ROCK FILL SLOPE SHALL BE PLANTED TO SCREEN AND SOFTEN THE AREA. LANDSCAPING /� IMPROVEMENTS SHALL CONSIST OF HYDRO-SEED APPLICATIONS, SHRUBS, AND TREE PLANTINGS SUPPORTED \ 1 o a 3 o APROXIMATE " 3#6 \ �/ / / ' I BY TEMPORARY IRRIGATION AS OUTLINED HEREIN. ADDITIONALLY, THE SOIL OVER ROCK FILL SLOPE AND THE �.,'` 7 co 1,51 GRAVEL/ OI �� / / �I NATURAL BLUFF SHALL BE COVERED WITH ONE LAYER OF BONTERRA/GEOSOLUTIO NS FABRIC "C2" EROSION °z v FILL SLOPE 1 0 #5 #6 CONTROL FABRIC, OVER LAIN BY ONE LAYER OF JUTE MESH. BOTH FABRICS SHALL BE STAKED SEPARATELY 3 T1/r2 / f j // I IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THE LANDSCAPE CONTRACTOR SHALL PROVIDE WRITTEN CONFIRMATION THAT THE RECOMMENDED EROSION CONTROL FABRICS HAVE BEEN PLACED AND E J APPROX. #5 3 3 3 x wwN ) o ' //'f// :� I STAKED AT A FREQUENCY WHICH MEETS AND/OR EXCEEDS THE MANUFACTURER'S RECOMMENDATIONS. �j LOCATION F13R LOWER >_ I = / / / % / I z BLUFF PROTECTION • i. '` ' 3 ° 2 0° 3#4 a o T1/T2 /� //�/ I 1) PROVIDE HYDRO SEED TO EXISTING FILL SLOPE AS NECESSARY, AS INTERIM MEASURE TO LIMIT SOIL SEAWALL _ T x L_ — — %; �/j 1 EROSION. SEEDLING MIX SHALL CONSIST OF SPECIES FROM THE "CITY'S" APPROVED BLUFF PLANT MATERIALS 3 LIST", AND INCLUDE A FERTILIZER, CELLULOSE FIBER, AND A BONDING AGENT ("BONDED FIBER MATRIX"). SEE E '� ; t #4 0 3 1 T3#3 i / /� HYDRO-SEED MIX TABLE BELOW. a _ t I f , ; ` ° Y, �, L Z • — — — _ T1 T2 2) THE FILL OVER ROCK SLOPE SHALL BE PROVIDED WITH NATIVE SOIL MATERIALS AND/OR SANDY IMPORT O 3 SOILS OF SIMILAR CHARACTER AND COLORATION AS NATIVE IN ORDER TO PROVIDE 8- TO 12-INCHES OF o o 3 ° x T3#2 / APPROXIMATE TIEBACK SOIL COVER OVER THE ROCK MATRIX. THE SOIL MATERIALS OVER ROCK SHALL BE PLACED AS TWO LAYERS, Z ' #3 / LOCATION FOR UPPER WITH EACH LAYER WASHED IN PLACE INTO THE ROCK MATRIX WITH CLEAN WATER. FOLLOWING SOIL « T1 1 S / BLUFF PROTECTION PLACEMENT (AND PRIOR TO THE EROSION FABRIC), 2 INCHES OF CLASS "A" TOP SOIL SHALL BE PLACED y W 7i 1ti I i I 3 _ — x — _ T1/T2 AND SPREAD THROUGHOUT THE SLOPE AREA. ADDITIONALLY, FOLLOWING ACCEPTANCE OF PLACEMENT OF U 1 3 3#1, „ „ a 3 2 8 EROSION FABRIC, AN ADDITIONAL 2-INCH THICK LAYER OF SELECT WEED FREE CLASS A TOPSOIL SHALL BE SPREAD PRIOR TO HYDROSEED PLACEMENT. THE PLACEMENT OF THE SOIL OVER ROCK MATRIX SHALL BE U c I #2 o x PERIODICALLY OBSERVED BY A REPRESENTATIVE OF ANTHONY-TAYLOR CONSULTANTS, TO CONFIRM THE Ip Qi i I 11„ t`, ! _ T1 —H APPROXIMATE TIEBACK GENERAL COMPLIANCE WITH THE ABOVE RECOMMENDATIONS. D O L_ ''' ESTERLY !PROLON� TION o o x I F o LOCATION FOR W o SHOTCRETE WALL 3) THE BLUFF WILL BE PROVIDED WITH TEMPORARY IRRIGATION PER PROJECT LANDSCAPE PLAN, HEREIN, y, OF NORTHERLY L NE , 3, _ (TOTAL 6) j 2 — AND SUBSEQUENT MODIFICATIONS AS OUTLINED BY THE PROJECT LANDSCAPE ARCHITECT DURING t'f i #1 CONSTRUCTION. r `', \ 4 THE BLUFF SHALL BE PROVIDE WITH THE LANDSCAPE PLANTINGS AS DEPICTED ON THE PROJECT ~� / "+ 1 \ ,`\ _ 88�-®" IRRIGATION/LANDSCAPE PLANS, SHEETS 1 AND 2. GENERAL PLANTINGS PROCEDURES SHALL BE USED FOR ` l BLUFF— PLANTS PLACED WITHIN NATIVE BLUFF, WHILE MODIFIED PLANTING PROCEDURES SHALL BE USED FOR PLANTS � EXISTING UPPER B / i' PLACED WITHIN THE FILL OVER ROCK SLOPE. PLACE NEW PLANT SPECIES IN SOIL OVER ROCK SLOPE USING I mm y� ` X lr' \ \ SHOTCRETE WALL j 18" DIA BY 18" DEEP (FOR SHRUBS) AND 24° DIA BY 36° DEEP (FOR TREES). A SONO TUBE BACKFILLED O zj+ 0O cr'i } } AQ ommATB lols? ITS APPROX. 14 WIDE AND / WITH AMENDED SOIL AND SAND SHALL BE USED TO CONSTRUCT PLANT BASINS WITHIN THE SOIL OVER ROCK Qm.0 z 20' MAX. HIGH — — ` — m o 1 } I \ OF SC12l:AC� ROCK SLOPE. ALL SHRUBS AND TREES SHALL BE PROVIDED WITH TEMPORARY DRIP IRRIGATION AS OUTLINED a� C) �`� ` \\'•. b / HEREIN, AND RELEVANT DETAILS (SEE PLANTING AND LANDSCAPE DETAILS SHEET 2.). mm°� IN EXP�SEO Sc►RFACE Cxl� , fFF / / NEIGHBORING RESIDENCE WE HAVE ASSUMED THAT THE DRIP AND SPRINKLER IRRIGATION SHALL BE OPERATIONAL FOR A PERIOD OF >`-Do m Cn Ac�RE 'Tl� 7`c 6F_ Re�no�D oA�'trlaE Fa wrT#/SAft .� / 816 NEPTUNE AVENUE APPROXIMATELY 2 YEARS. DURING PLANTING EACH SHRUB/TREE WELL SHALL BE PROVIDED WITH A SHORTNN� o / - G - IMMEDIATELY W G K TO EX POSE SAN�y Ft Ll 5®ft llExoW, Rac1t PERFORATED BOTTOM LONG) D REMOVABLE SMOOTH WALL PERFORATED DRAIN PIPE WITH A 0 I I FIXED REr►►>eVA TO 8E PERFoRrnEp VIA BEAtl1 / ; / — — — — — E 0 CAP, AN TOP CAP. EACH RESERVOIR SHALL BE SITUATED IMMED ADJACENT TO THE PERIMETER EDGE OF THE PLANT ROOTBALL, AND SHALL BE BURIED WITHIN THE r \:_ m ,o'etCsS , ®wtE APPROVT D« P�F^cN /� TOPSOIL/SOIL BACKFILL AROUND THE ROOTBALL, SO AS TO LEAVE APPROXIMATELY 2- TO 4-INCHES OF THE Z:) m ACCESS (MOU146S ENCJtO4LC1f#"r r pl�gp��r / ; PIPE AND CAP EXPOSED. THE BOTTOM OF THE PIPE SHALL TERMINATE AT LEAST 6 INCHES ABOVE THE o FRoM cony eN*. ProwART. PRwa fo $8I►cH AuESS ' BOTTOM OF THE PLANT BASIN. ALL PLANTS/TREES SHALL BE PROVIDED WITH TIME-RELEASED FERTILIZER - N 0- 0 N WCQK_ - ) TABLETS TO IMPROVE GROWTH. NOTE: IRRIGATION LEGEND 5 IN ADDITION TO THE RECOMMENDED IRRIGATION PLANTINGS AND OTHER AESTHETIC BLUFF IMPROVEMENTS to � ° 1' REFER TO PLANTING PLAN & PLANTING LEGEND FOR PLANT ) , , o o w � LLj = Z Y THE ENTIRE BLUFF FACE AND FILL SLOPE SHALL RECEIVE ONE LAYER OF BONTERRA C2 EROSION FABRIC, z LOCATIONS AND SIZES. ADJUST DRIP IRRIGATION SYSTEM PER PSI RAD GPH LANDSCAPE LEGEND LEGEND AND ABBREVIATIONS w °� ¢ w AND ONE LAYER OF JUTE FIBER MESH. THE EROSION FABRIC AND JUTE MESH SHALL BE ROLLED LONG AXIS PLAN AND VERIFY ACTUAL NUMBERS OF EMITTERS REQUIRED HUNTER PGS ADJ 30 31' 3.4 LANDSCAPE EXPOSED BLUFF SOILS USING A HYDROSEED MIX COMPOSED o t i � a o W/ ADV. ® MONUMENT FOUND AS NOTED DOWNSLOPE, AND STAKED IN PLACE AT REGULAR INTERVALS IN ACCORDANCE WITH THE MANUFACTURER'S o o USING TABLE BELOW. (DRAIN CHECK VALVE) 360' I I I OF THE FOLLOWING PLANT MATERIALS AND COMPOSITION AT THE —__— RECOMMENDATIONS. THE LANDSCAPE CONTRACTOR SHALL PROVIDE WRITTEN CONFIRMATION THAT THE o FOLLOWING RATIOS. PROPERTY LINE RECOMMENDED EROSION CONTROL FABRICS HAVE BEEN PLACED AND STAKED AT A FREQUENCY WHICH MEETS z PLANT SIZE OF EMITTERS SYMBOL GPH RECOMENDED NOZ• BLUFF PLANT SEEDLINGS AND MIX ADDITIVES LBS ACRE AND/OR EXCEED THE MANUFACTURER'S RECOMMENDATIONS. UPON THE PLACEMENT AND STAKING OF THE NO. 8 / CONC CONCRETE w a W EROSION MESH, THE ENTIRE BLUFF SHALL BE PROVIDED WITH AN ADDITIONAL HYDROSEED APPLICATION. THE � I ARTEMESIA CALIFORNIA - CALIFORNIA SAGEBRUSH 3 o 0 a rn o 96" Box 5 ® 2.0 SEEDLING MIX SHALL CONSIST OF THE MIX AS OUTLINED HEREIN. THE INTENT OF THE HYDROSEED SHALL BE � o LOW ANGLE NOZ. CLEOME ISOMERIS - BLADDERPOD 4 TO PROVIDE SOME INTERIM AND PERHAPS LONG TERM GROWTH UNTIL SUCH TIME THAT THE PLANTED 24" BOX 4 ® 2.0 13° TRAJECTORY NEW CONC. SEAWALL COREOPSIS MARITIMA - SEA DAHLIA 4 SPECIES AND SHRUBS ESTABLISH, AND PROPAGATE. 15 GAL. 9 1.0 STANDARD MPR ERIOGONUM PARVIFOLIUM - COASTAL BUCKWHEAT 8 co J.A e 5 GAL. 2 00 1.0 N/A 30 O EXISTING CONC. CAISSON 6) THE PROJECT LANDSCAPE ARCHITECT SHALL PROVIDE REGULAR SITE VISITS TO CONFIRM GENERAL V! (a O PLASTIC NOZEL Z W 1 GAL. 1 ° 50 RAIN BIRD FOR SHRUB MIMULUS AURANTIACUS - STICKY MONKEY FLOWER 2 INSTALLATION PRACTICES AND PROVIDE RECOMMENDATIONS. SCHEDULED SITE VISITS BY THE PROJECT ENCELIA CALIFORNIA - CALIFORNIA ENCELIA 3 — — TIEBACK LANDSCAPE ARCHITECT SHOULD BE PERFORMED AT THE FOLLOWING INTERVALS: 1) UPON COMMENCEMENT OF Q W Z SALVIA APIANA - WHITE SAGE 3 LANDSCAPE CONSTRUCTION, 2) UPON COMPLETION OF IRRIGATION AND LANDSCAPING, 3) AND AT V W N IRRIGATION EQUIPMENT LEGEND ALL PVC IRRIGATION PEPE SHALL BE S D ZE 40. APPROXIMATE INTERVALS OF 1-MONTH, 6-MONTHS, 12-MONTHS, 18- MONTHS, AND 24-MONTHS FOLLOWING a W Q SYMBOL MANUFACTURER AND MODEL AND UV RESISTANT BROANLINE, UNLESS IED. SALVIA CLEVELANDRII SAGE 3 THE COMPLETION. AFTER THE COMPLETION OF EACH VISIT, THE PROJECT LANDSCAPE ARCHITECT SHALL WOOD CELLULOSE FIBER 2000 PREPARE A BRIEF WRITTEN STATUS REPORT OF THE IRRIGATION AND LANDSCAPE PERFORMANCE, WITH AUTOMATIC VALVE 'HARDIE' 700 SERIES 3/4" W/ AGR':CULT. PRODUCTS 4E 3/4 B FILTER (INSTALL BEFORE VALVE) RECOMMENDATIONS AS CONSIDERED APPROPRIATE. THIS STATUS REPORT SHALL BE FORWARDED TO THE W W 4 0 15-15-15 COMMERCIAL FERTILIZER 300 PROPERTY OWNERS AS WELL AS THE CITY PLANNING DEPARTMENT. a' (� Z V m PR PRESSURE REDUCING VALVE 'WILKINS' 500YSBR 100 MESH, LINE SIZE (25PSI OPTIMUM PRES§UOE 0 RCV.) BINDER/SOIL STABILIZER 200 - Q W M N ® WATER METER, SIZE PER PLAN - METER LOCATION PER IRRIGATION PLAN, VERIFY W/ LOCAL WATER DISTRICT CITY PLANNING PERSONNEL SHALL BE CONTACTED TO CONDUCT SITE INSPECTION OF SLOPE AT THE V a Q m COMPLETION OF PLANTINGS AND IRRIGATION. THE LANDSCAPE ARCHITECT WLL BE CONTRACTED TO BE co i � ELECTRIC SERVICE FOR IRRIGATION CONTROLLER, INSTALL PER OWNER PROVIDED LOCATION W M PRESENT DURING SUCH INSPECTION. ADDITIONALLY DURING THE SCULPTING AND COLORATION PLANNED AT Z 8 FEBCO 825Y/3130 'Y' STRAINER REDUCED PRESSURE BACK FLOW WITH 'Y' STRAINER AND GALL VALVES, LINE SIZE WITH PLANT LIST IMPORTANT NOTICE THE PROJECT BLUFF AND SEAWALL, CITY PLANNING PERSONNEL WILL ALSO BE CONTACTED TO ASSIST IN THE a ? Z Z N PRESSURE REGULATOR. SELECTION OF TEXTURES, AND COLORATIONS, WHICH MOST CLOSELY BLEND WITH THE NATURAL BLUFF AND co U Gv NIBCO T-113 GATE VALVE, SIZE PER MAINLINE, INSTALL AT EACH CONSTRUCTION PHASE PER OLAN CONTAINER EXISTING STRUCTURES, AND BEST PROVIDES THE DESIRED APPEARANCE. J O CVOC� IZ SYMBOL PLANT NAME GENERAL SIZE/CHARACTER QUANTITY SIZE Section 4216/4217 of the Goverment Code requires o a Dig Alert identification Number be issued before Uj Q Q RAIN SHUT OFF DEVICE FAST GROWTH a Permit to Excavate will be valid. For your Dig 0 1 MYOPORUM CARSONII 6' HT. x 4 WIDTH 11 15 GAL. Alert Number Call w Q © IRRIGATION CONTROLLER (REFER TO IRRIGATION SPECIFICATIONS) OR BID "HARDIE RAINDIAL" (STANDARD) o V Under ground �O - - - - IRRIGATION SYSTEM MAINLINE, SCH 40 PVC, (UV RESISTANT BROWNLINE) Service Alert w ACACIA LONGIFOLIA FAST GROWTH 15 GAL "r so"team c"uwrem .U) - - SCHEDULE 40 PVC MAINLINE, LATERAL LINE AND WIRE SLEEVES, USE UV RESISTANT BROWNLINE WHERE ABOVE GRADE .2 SYDNEY GOLDEN 7' HT. x 4 WIDTH 8 0 �� a T 0 EMITTER 'SALCO PCR1 (.5,1.0 AND 2.0 GPM) SEE TABLE WATTLE (SRUB) CALL: TOLL FREE 1-800 422-4133 Two Working Days Before You Dig * Ex -BEET NO. POLY' TUBING 'SALCO' 1/2"0/ 1/4"0 OR EQUAL -FAST GROWTH Q '3 PROSTRATE D�CACIA 4 5 HT. x 3' WIDTH 54 5 GAL OF CAUF� AUTOMATIC VALVE 'HARDIE' 700 SERIES, 1" (SRUB) 2 w° i OF o FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN SHRUB SPRINKLER HEAD, ROTOR TYPE P COVER, USE STAINLESS BOLT, NUT, AND WASHER. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN SEE LEGEND FOR SPECIFICATION SHRUB ADAPTER SPRAY HEAD a r BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE COVER, USE STAINLESS BOLT, NUT, AND WASHER. SEE LEGEND FOR SPECIFICATION EDGE. HEAT BRAND "FS" ONTO LID. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE 1 1111111111111 % z EDGE. HEAT BRAND "PRY" ONTO LID. co FLOW SENSOR, SEE LEGEND FOR SPECIFICATION -J PRESSURE REGULATOR, SEE LEGEND FOR SPECIFICATION o 00 11 SCH 80 PVC NIPPLE, SIZE PER INLET SCH 80 PVC NIPPLE, SIZE PER INLET FINISHED GRADE /2" LENGTH AS REQUIRED, 2 REQUIRED LENGTH AS REQUIRED, 2 REQUIRED -III-III- IN SHRUB AREAS —)I( I(I' 2 MIN — — FINISHED GRADE I I I—I I -� IN SHRUB AREAS ANTI-DRAIN VALVE /// ANTI-DRAIN VALVE 4 MIN. WIRE CONNECTORS —III—III' _ WHERE REQUIRED PVC SCH 80 T.O.E. _ -III=III: WHERE REQUIRED RED WIRE FROM SENSOR III-III= I I NIPPLE, 3" MIN., 2 REQ. s REBAR STAKE, 1 REQUIRED REBAR STAKE, 1 REQUIRED TO OUTPUT TRANSMITTER =1 I I-)I -11 I-I I I: It 12" MIN. / #4 x 30" LENGTH 12" MIN. / X14 x 30" LENGTH I-III- BLACK WIRE FROM SENSOR y I =111= OR AS SITE / VANDAL-PROOF CLAMP OR AS SITE / VANDAL-PROOF CLAMP fL0 TO OUTPUT TRANSMITTER PVC SCH 40 SLIP M REQUIRES USE IN 3 PLACES REQUIRES USE IN 2 PLACES COUPLING, 2 REQ. ° 2"MIN. 2"MIN ULTRA-VIOLET RESISTANT PVC ULTRA-VIOLET RESISTANT PVC ° o PVC MAINLINE TO MASTER STREET ELLS, 2 REQUIRED STREET ELLS, 2 REQUIRED a,( quo ° O• o$o VALVE, PIPE PER SPECS. ULTRA-VIOLET RESISTANT ULTRA-VIOLET RESISTANT �CCd} o q •a.8�� 9 ��• °io�dp o, PVC MAINLINE PIPE 000111 .g CRx o BRICK SUPPORTS PVC TEE OR ELL PER SPECIFICATION o•P ro bQ.� O� Id o a PVC TEE OR ELL Z O ULTRA-VIOLET RESISTANT SCH 40 ULTRA-VIOLET RESISTANT SCH 40 N BRICK SUPPORTS 3/4" ROCK, 3 CUBIC FT. PVC PIPE, SEE PLANS FOR SIZE PVC PIPE, SEE PLANS FOR SIZE � z 0 LANDSCAPE FABRIC -_-_ - - - -_ =1 11711171 _ LANDSCAPE FABRIC BRASS NIPPLE TYP. I I-III-III=III-III- :III-III-III- =I I I-III-III-III-III- :III=III=III- -11 U) 3/a" ROCK, 3 CUBIC Fr. -II I-III-III-III-I -III-III-I I-_ FINISH GRADE -III-III-III-III-I -III-III-I I- FINISH GRADE o BRASS UNION I-I -I I-III- I- :I I-I I-I (- = I I I-I I-I I-III-III- :I I-I I-I I- I I NATIVE SOIL TO RED AND OUTPUT LTRANSMIRTTER PVC MAINLINE FROM =III=III=III=III=1 =III=III=1 1= -III=III=III=III=1 =III=III=1 1= PVC MAINLINE PIPE FROM SECTION VIEW-N.T.S. P.O.C. #4 x 18" REBAR J-HOOK, SPACE4 x 18" REBAR J-HOOK, SPACE MASTER VALVE PER nT 10 ON CENTER, TYPICAL AT 10 ON CENTER, TYPICAL SECTION VIEW - N.T.S. SPECS AND PLAN. NOTE: NOTE: NOTE: ALL PIPE INSTALLED ON GRADE TO BE SCH 40 ULTRA-VIOLET RESISTANT PVC. ALL PIPE INSTALLED ON GRADE TO BE SCH 40 ULTRA-VIOLET RESISTANT PVC. INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO NOTE: SPRINKLER HEAD ASSEMBLY TO BE INSTALLED PLUMB. SPRINKLER HEAD ASSEMBLY TO BE INSTALLED PLUMB. IRRIGATION CONTROLLER. INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS THE MAINLINE PIPE SHALL NOT CHANGE SIZE OR DIRECTION CLOSER THAN 10 PIPE UNLESS OTHERWISE NOTED. DO NOT INSTALL SPRINKLER HEAD ASSEMBLY CLOSER THAN 5 FEET TO SIDEWALKS, DO NOT INSTALL SPRINKLER HEAD ASSEMBLY CLOSER THAN 5 FEET TO SIDEWALKS, DIAMETERS UPSTREAM OR 5 PIPE DIAMETERS DOWNSTREAM OF THE FLOW SENSOR. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF CURBS, DRIVEWAYS OR PEDESTRIAN AREAS. CURBS, DRIVEWAYS OR PEDESTRIAN AREAS. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE THE PRESSURE REGULATOR ASSEMBLY. USE TEFLON TAPE ON ALL THREADED FITTINGS. USE TEFLON TAPE ON ALL THREADED FITTINGS. OF THE FLOW SENSOR. FLOW SENSOR PRESSURE REGULATOR SPRINKLER HEAD ON RISER ROTOR TYPE, ON GRADE SPRINKLER HEAD ON RISER SPRAY TYPE, ON GRADE GALV STEEL COUPLING / LODGEPOLE PINE STAKE NOTE: ALL PLANT BASINS SHALL NOTE: ALL PLANT BASINS SHALL z GALV STEEL MAINLINE { TREE TRUNK RECEIVE A 2" LAYER OF RECEIVE A 2" LAYER OF TREE TIE, NAIL TO STAKE APPROVED MULCH. APPROVED MULCH. LOW VOLTAGE WIRES, 3 MAXIMUM - - FINISHED GRADE OUTER CASE OF CONNECTOR 0 V I-) I- 6" BASINING. COVER 6"N BHASINING. COVER z L=I I L=III . .I I L =I I L. III-I I L=I I4 REBAR J-HOOK FINISH GRADE Q DOWN DRAIN TREE TIE POLYTUSING, DRIP TUBE PIPE SUPPORT, TWO GRADE REQUIRED AND 7FT ON DETAIL AND EMITTER, PER PLAN JUTE _ (- GALVANIZED STEEL MAINLINE CENTER ALONG LENGTH COVER CROSSING DOWN DRAIN 7 JUT ' POLYTUBING, DRIP TUBE ' MESH ROCK I-I I- PVC MAINLINE GALV STEEL MAINLINE �— AND EMITTER, PER PLAN , COVER =1 V VC COUPLING, 2 REQ. GALV STEEL COUPLING, 2 REQ. ROCK =_�I (- SCH. 80 PVC T.O.E. NIPPLE PREVAILING WIND—� FILL I-III_ I II II I I- O PVC MAINLINE _ LODGEPOLE PINE STAKE / I I-I I I-I 10 FT. LONG, i REQUIRED II -III- _ U FINISHED GRADE III III I-I I I- BACKFILL MI -III- -I CINCH TIE, SECURED TO / I I I I I (SEE SPECS.) III-I fY_ STRIP AND TIGHTLY TWIST CONTACTS STAKE WITH GALVANIZED DOWN DRAIN #4 REBAR J-HOOK TOGETHER FOR PROPER CONNECTION NAILS PIPE SUPPORT, TWO BACKFILL MIX -III=I I III- _f ON-GRADE PVC MAINLINE REQUIRED AND 7FT ON COPPER SLEEVE CRIMP INSTALLED (SEE SPECS.) III-I I I , I I >_ CENTER ALONG LENGTH WITH RECOMMENDED TOOL _ _-III-I CROSSING DOWN DRAIN III- INNER CASE OF CONNECTOR x (-I I AMENDED SOIL MANTLE Q GALV STEEL SLEEVE, TWICE I- THE DIA. OF PIPE CARRIED I III- I I i�I 1 f PLANTING TABLETS PVC LATERAL LINE ROUTE - =III=I I I MENDED SOIL MANTLE ! (SEE SPECS.) THROUGH STEEL SLEEVE N Q I I I�)IiI PLANTING BACKFILL PLANTING TABLETS (TOPSOIL AND SAND, z FINISHED GRADE I O (SEE SPECS. COMPACTED) m° TO SET PLANT AT O a �+ _Tirri NOTE: PLANTING BACKFILL FINISH GRADE promo Z I I I I-'' -I I III- FILL INNER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY. _ a ro-II ...:III- -III I) I=II ALL WIRE ROUTED BETWEEN CONTROLLER AND REMOTE CONTROL VALVES ro (TOPSOIL AND SAND, TRANSITIONAL ZONE I— °E< o COMPACTED) OF COMPACTED, �t4 REBAR J-HOOK " 2X ROOTBALL 4 DOWN DRAIN FIFE SUPPORT, FOUR SHALL BE A CONTINUOUS RUN WITH NO WIRE SPLICES. 3 PERFORATED TO SET PLANT AT SON TUBE (2 x AMENDED NATIVE Z °o� `n REQUIRED AND 7FT ON WIRE SPLICES SHALL ONLY OCCUR AT THE REMOTE CONTROL VALVE. PVC PIPE & SLIP FINISH GRADE ROOTBALL DIA 1.5 x SOIL yvm m z ON-GRADE PVC LATERAL LINE CAP W GRAVEL PER Q CENTER ALONG LENGTH / DEPTH, AS NEEDED Eon o CROSSING DOWN DRAIN PLANTING PLAN TRANSITIONAL ZONE EXTEND STEEL SLEEVE A 2X ROOTBALL OF COMPACTED, "Nw J¢ v MIN. 12" PAST DRAIN EDGE SONO TUBE 2 x AMENDED NATIVE a ROOTBALL DI A. 1.5 x DEPTH, AS NEEDED SOIL tz m m (n IRRIGATION LINES CROSSING DOWN DRAIN WIRE CONNECTOR SINGLE STAKE TREE ON SLOPE 5 GAL., 15 GAL,, 24" BOX SHRUB PLANTING ON SLOPE n N Z w m � 3\ ¢ � c¢� in 1a = Y D M (n Q cm Q V O z Mn W N � I O Li l p O n O J U) V) w J LJ :D Q U w ww w Q Q � p w Q Z z r) Q H QQ z z z J0 ::) U ry Y O 000 w — w Li F- f18 N a * EXPQx lk Q- SHEET N0. �TF OF CAUF� OF ��� /�