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7864 NOTE: THE DEVELOPER SHALL COORDINATE AND PAY ALL ASSOCIATED NOTE: SEE ENCINITAS RANCH TOWN CENTER ON-SITE PLANS FOR - COSTS FOR THE PHONE COMPANY TO PROVIDE ALL FINAL T G PLANTING AND IRRIGATION ON THE EAST SIDE OF CsARDEN CONNECTIONS TO THE CONTROLLERS. THE REQUIRED HOOK-UP VIEW ROAD (TYPICAL TO THE PEDESTRIAN TRAIL TO THE SOUTH). IS TO BE TO A RJ-11 PHONE JACK AS SUPPLIED BY THE PHONE CO. I. ALL VALVE WIRING TO BE *14 OF DIRECT BURIAL. ALL WIRE SPLICES ARE (PRIVATELY BUILT AND PRIVATELY MAINTAINED) CONTRACTOR IS TO SHOW ALL PHONE LINE RUN LOCATIONS, TO BE MADE INSIDE VALVE BOXES. NO WIRE RUN OF LESS THAN 2500 FEE DEPTH AND MATERIALS USED ON THE FINAL 'AS-BUILTS'. FEET SHALL BE SPLICED. NO WIRE RUNSHALL HAVE MORE THAN ONE SPLICE WITH THE EXCEPTION OF THE COMMON WIRE, O 2: KEEP FLOY-0 METER WIRES SEPARATE FROM ALL OTHER WIRES. FLOW METER r OPERATES ON S VOLT DC AND WILL BE DAMAGED IF CONNECTED TO 24 \i VOLTS AC. CHECK VALVES SHALL BE INSTALLED AS REQUIRED -- 0 TO PREVENT ALL LOW HEAD DRAINAGE. r \ E?/1 nON BOX(TYP) ,Q7 59CV FV-,o 4. INSTALL ONE EXTRA ORANGE WIRE AND ONE EXTRA GREEN WIRE _--_-- FROM EACH MAINLINE SECTION END, BACK TO CONTROLLER, EXTRA Q T [� n Q ' o° QEC R A _ — ®®®P- - 2T- 6, WIRES SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL HAVE -� ' 2' 2n A 24' EXPANSION COIL AT END OF MAINLINE AND AT ALL REMOTE rQ` y�/ 0 AUr Ci A�SERVK�E A / '4' •RECLAIn�D WATER CONTROL VALVE BOXES (INSIDE VALVE X) THEY PASS. VI V �jN,�„ TLERS ( YP) SIGN(TYP) VE BO PRO. DE k11 /,o yAdeq %"s' POC#1 /o/ ..------ '---G---- - --?%z� A 36' EXPANSION COIL INSIDE CONTROLLER ENCLOSURE. , `'� s� ? , 'r 2/ Z 2 THE EXTRA WIRES SHALL BE LABELED AS 'EXTRA' IN THE ENCLOSURE. u'd ELE 3 RD Jb CTR ( LIC) /rr �� 2 rt d. ^^ / S. WHERE SLEEVES CROSS BENEATH A.! X70 'i J � 3� /„ / / /%l ^/ SHALL BE CHISELED AT�� ENDS I HVA 2'SIZE LETTER TO K VIEW / r ¢n^ /hG s .w °•r�., f:JH \/� II-_ ' ' " // 0 g// p /./° 1r�3 R. 'd �j M ' WI RE SLEEVE AND P' TO INDICATE PIPE SL EE VE. (TYPICAL ALL SLEEVE LOCATIONS).u t E ECTRICAL TR A_N.SF // ORMR 6:ONE EXTRA GREEN AND ONE EXTRA ORANGE WIRE SHALL 01 69A/7� BE PROVIDED CONTINUOUSLY BACK TO THE CONTROLLER ri 2�,I Q" �,r --_� j'jE A 2¢ �J'T9T/a! FOR EACH FIVE CONSECUTIVE VALVES ON MAIN LINE. THE -. ���.. �i A>G/M6W Z)F.MA•-J0 7°7. '%5 GPM � �r WIRE SHALL BE LOOPED. UP INTO EACH OF THE VALVE BOXES A-� �'J�R7 11. 4—• /,/�i. �_��. 'L ' $/j ��'. • gC/IOiN{lT/G CJOiJJ,20L1E1p THEY ARE TO SERVE. THE CONTRACTOR SHALL VARIFY.-THE n yy77 �/�.>�.– 24 1. d _�1 Y A �•� '�� ti /� ;`L r /�. & ✓ / - EJ-.E�! G'� Po.G =/�r TO �it°� A/L '`-'TAT/LY✓ CONTININUITY BACK.TO THE CONTROLLER AT END OF IIa (\ .�, � Q 2 I / INSTALLATION. OF IRRIGATION SYSTEM. THIS REQUIREMENT _ ONLY APPLYS TO PERMANENT IRRIGATION SYSTEM VALVES. 1t, I1��11 I , --.— .. �.q �• -."" M1 3/G /1117/ 2 / S7AT//G �`7L/BE : //995/ SEE TABLE, SHT 69 FOR POC #1 `RECLAMED WATER SIGN $/Q' _ WIRE LEGEND fQ 1r �4" x ¢ F OW7� `e r ME TE R I BL tC t l RED / MASTER VALVE- RED SAJV DIEGUITO WATER DIS TRICT IRRIGATION LE N D �} i •'' SYMBOL ElAE 1 ACB$ZER DESCRIPTION Firma. N[?�si FULL HALF 65 6 - . - Q- - o- ' C}_ I/4 - , fi CONTROL VALVES BLACK 2" POTABLE WATER METER POG 6,t 2/b - COMMON P-LIRE I'•II-IITE -. (-') �j RAIt>BIRD R= POP UP SPRINKLER T-12C-PC-T-22-13,T-22-65 1..30 .7 BAD. PSI IgS .70 21 45 � 3/4" n EXTRA HIRE ORANGE PRESSURE CALCULATIONS (h RIANEIRD FOP Dp SPRINIU" 1812-sr�12-PS-1.25 1.30 6 / .65 l2' 30 L 2 r q /rr ) 2fj A /! _ ,A-14 ?�2 EXTRA WIRE GREEN / _ _ Q WATER METER H / SIZE 2 � - F /� A/¢+r - H.G.L. t� RAINBIRD POP UP SPRTN910Z 1804-SAM--15SST-FE'S-090 89 4'X26" 30 P I' 2/(/, II"/& /!o'D - "ELEVATION X .433 =/M9.PS.I V 7 RAINIBIRD .PCB UP SPRINKLER 1812-SAM-2ZSS-PCS-1.25 _ 1.18 .Bl 77` 30 0 -__ //¢ //� / • - REMOTE CONTROL VALVE p.�-1 SIZE /�'l rl W � � � � sPRINXIfIt 1812_SAM-1665-PCS7,25 7.18 .59 16' 30 0 ' NOTE: REFER TO SHEET '14 FOR IRRIGATION DETAILS, REMOTE DEMAND GPM • RALTIDRQ BUBBLER HEAD 1$00--PA-PRS 13WAF 1..00 Y SHEET 75 FOR PLANTING PLAN AND SHEET ELEVATION DO �AIH�2 ' ' ' eGP DP sPRINKLER 1812-sAM-rs Esc=res oso _.3b la9'X1; p NOTE: INSURE THAT THE SPACING OF SPRINKLERS DOES NOT EXCEED THE WIDTH 81 FOR SPECIFICATIONS: PRESSURE e RCV Rl�.r� PSI - YbF LIP ROTOR HEAD PGTI ADJ=ARV $ 5 2 80 .8 OF THE PLANTING AREA. iF THE WIDTW OF TWE PLANTING AREA IN THE �� : H�•i'>�~t�>� "'_ - .t-SO ` .SO '25,=' T'� MEDIAN IS 14' THE S -I G 'PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE ;. POP Up E SPACING BETWEEN SPRINKLERS MUST NOT EXCEED 14 . -0'� uNT>tz ROTOR HEAD PGH-ADO-ARV $ 6,3 2.4o t,o0 300 . " NOTE: CONCRETE THRUST BLOCKS ARE TO BE INSTALLED # a ,, `. PDa uP RoxDR BEAD PGH-ADJ-AR ON MAINLINE AT ALL CHANGES IN DIRECTION 2 WATER METER /3 PSI LOSS -® q HUNTER V $ a,4 3;00 1 ,40 35 4a' STRAINER NOR PREI'ENTER . , " /%1 HUMMER POP UP ROTOR HEAD PGH.-ADO-ARV $ Sv$. 3.70 1 .80 40.' •30 NOTE: THE IRRIGATION SYSTEMS ON THESE PLANS ARE SERVED GATE VALVE 3 2 1 HUNTER ROTOR SHRUB HEAD PGS-ADJ-ARV-$ 8,5,2.- 3.70 1 .80 .80 25•v 40}'U X POC # 1 SDWD POTABLE SHEET 69 ` O BY TWO SEPARATE WATER PURVEYORS, SAN DIEGUITO f I/ MASTS_a VALVE /- ° ,4 ,L HUNTER .ROTOR SHRUB HEAD PGS-ADO-ARV $ 9 6 3 4.90 2.40 1 ` 4 POC #i2 OMWD RECLAIMED - SHEET 73 / MAIN -LINE G)OT :, o0 30 o v x: 1 WATER DISTRICT ISDWO) AND OLIVENHAIN WATER DISTRICT /L POC # 3" SWDW POTABLE SHEET 71 - MA'IN LINE b BUNTER; ROTOR SHRUB HEAD PGs-ADO-ARV $1tl,7,4 6.00 3.00 1.40 35' 46 D-X ' _ .. . IOMWDI. SYSTEMS SERVED BY OMWD WELL BE PROVIDED � �-_ „ „ � Q . . /. W Z REMOTE CONTROL VALVE 3 fo ROTOR saxus HE _ _ , WITH RECLAIMED WATER AT A FUTURE DATE. THEREFORE, EXISTING OM WD RECLAIMED SHEET / ___ 8 y HUNTER . AD . PGS ADJ ARV $1 $ 5 NOTE. SEE ENGIM1IITAS RANCH TOWN CENTER ON SITE PLANS FOR , „ I. „ � �`� ,�,.;,: . 1, B.00 3.70 1.a0 40 40 U X ALL MATERIALS FOR THESE SYSTEMS SHALL BE INSTALLED !F7 2 LATERAL LINE �.. ” . ' - - ,:., „ .P,- PLANTING AND IRRIGATION ON THE EAST $IDS OF GARDEN AS PER TES FOR C WATER SYSTEMS - - I}" LATERAL LINE _ " ° ----- GEa7LOW S�`ACE DRIP LINE EOCIALINE 16-2-12 . 12.O.C.=1 - i' � - VIE W ROAD (TYPICAL TO THE PEDESTRIAN TRAIL TO THE SOUTH). ND O RECLAIMED MS DN `1}" LATERAL LINE 7 ' @ / E 70 SHEET 74. SYSTEMS SERVED BY SDWD WILL BE SERVED . (PRIVATELY-BUILT AND PRIVATELY MAINTAINED): WITH POTABLE WATER AND SHALL BE INSTALLED WITH. 07T 1": L TERAL LINE ?-`JG n n AV •, � AIR VENT AND VACUUM RELffi'' APVBK-1 STANDARD EQUI ENT. - _.� �.' - a/4"LATERAL LINE - _ CV►. H[xru-R 1/2" VALVE Bev-»-50F-SOe . 2 LATERAL LINE K. y�10 % FITTING LOSS " " FY-;-+ sALLU BALL VALVEIFL[75iI VALVE WIMP-75 ELEV. CHANGE „ „ Q catTaann II '. ' - TOTAL SYSTEM LOSSES:f6.7. PSL . J� VALVE DW-PRV SERIES (SEE ZRIP VALVE DETAIL FOR ASSEMBLY) PRESSURE REQUIRED AT HEAD -P. — PSI Q NELSON QUICK COUPLER VALVE #7643- `N ° IN - TOTAL PRESSURE REQUIRED t / PSI t60 STATIC PRESSURE AVAILABLE 70V-7 PSI . �'� Ravi£ �, VALVE EFB-CP SERZts . - -- ® GRISWO D MASTER VALVE $2230 -SIZE PER PLAN °J• RESIDUAL WATER PRESSURE .2 PSI FFECD BACIUMOl PROVERI R 2'•-825YA PER PLAN R®C10ED PRESSURE TYPE F 1,0 180 O GALS NSE FU W F�2 PM-XX-SHiI>:5 - S.ItiE PER PLAN A Q HYISROSl^APE CCt7IIXBTFI2 ASSEMBLY , .HS7 )MSS-ET'iXX R/PAAT TCRL3V.N T(ffi MJCRIID ENSLSIRE 1 .. • - .. .. - • '•. - NEUG 125 IV EIB=C METER PEAL WTTE DEDICATED CIRCUIT TO OCIRMtXIER .. Q-� /t KBI BALI VALVE BTU-SERIES WITH TIM UNION LINE SIZE - A-s GARDEN VIEW ROAD 2.0 4P/1 ' " -;-:- K� BROTHERS r� srzE ®x VALVE CV 62CV C F u CVV CVM E) FV 68CV QM WATER IMM R SIZE PER PLAN, TO BE PROVIDED BY DFVYSDPE3R, TCRBJ TYPE - ------'--�-- --- --------------- ---------- --.-- -.- ------ --------- -----. --------------.--•.-.--- ---- L •BROWNLSNE/ALERTLINE PVC CLASS 315 PRESSURE MCEN LINE.FUR PIPE 2" AND LARGER II•s lH TO 13E 18, A-BI T��.�e�®-�® ®. -— °® �- • 2 n' ®.�°® ® ® ®®�0- •, �.--•-s �- �//—�•G ���p �--�•SR9WNLINE/ALERTLINE PVC SCR.40 PIRESSCSRE:MAIN LINE FUR PIPE t 112" AND SMALLER DEPTH 70 Be 181, A-B . i, 2 .'2 e�r,m, ;; WNLINE ALERTLINE PVC CLASS 200 KR PRi=M IAMZAL I DEPTE TO BE 12" $' / n -•-•.,r- � � - -- BR9d-II.INE OVR-PVC x.90 ILIN PRFSREZE ia'tsmnl ON GRADE STARE @ 6' O.C. C AS APPRCIVID PVC 9 .90 SLEEVE FOR PIPE AND.WIRE UN[FR,PAVING IffYffi 10.HE 36" , v4l 7, �. : -- 2- -- - 2 '/. '£ Z Z' t j y AS APPROVED PVC SCHAD UL APERXE ICIiL (QIDCIIT FOR COI IROLEFR SERVICE - A' F f 1 /r '_.Q'r //a ,(Fi f • r2". A,. $/6" �, ai �' Je. q" - '[ " -r ,. 7° /A . 'r Z /'r �4". " '� r/Z" ?ae /,r /+• J.ly?. {/�a'.- Nf¢ - DIEN IFS VALVE STATION NUMBER I 2A i% i/e / 3i s/y ;r/Z" //z, — -- — = 6 ✓l6_ / _ -- . - . // , — l� , ..., t ifi^ 3,(/'� q r� lr !fZ" " .--. fY / / /,G' ¢ /.('}" �4' /,/4 DEL711I_5 (;A7SQNS PER MIN[JI£ OFI.4ttm -Q �—�J ����_7IjdI 4�- - 2 r DENOTES VALVE SM(NOTE: FOR VALVES MARKED AS 3/41' USE 1".VALVES Yp _ __ /N 2 Q-� 34-� Q CALSENSE ETGE ET GAGE (CONNECT TO CONTROLLER PER MANUFACTURER) 1 -RECLAIMED WATER SIGN(T J /�. - _ -•- �- POINT OF CONNECTION #1 (SHEET NO. 69) Tl 'G 2-POTABLE WATER'METER STATION NO,57 + 50 /%2/ © IRR1IBOOST BOOSTER PUMP BY BARRET Ell, faINCERED PUMPS 619 232-786 SHEET 71 IJ �.,�„ : g"4 /•{/ /r/r /r/QS // U :/�al �d N '� STATIC WATER PRESSURE: 119.9 PS7 YG # --. .._ EXISTING MAIN LINE G. L. MOTSHAGEN ASSOCIATES, LTD. A-1 MEDIAN PERMANENT B-1 SLOPE TEMPORARY JOE] AS APPROVED JUNCTION BOX MARKED ELECT ........Iona] irrigation twmbttant• , wot.r management • c,.nninc o rs.wen _ A-2 -MEDIAN .PERMANENT B-2 SLOPE TEMPORARY / NOTE. ALL RAINBIRD 1800 SERIES POP UP OT TRANSFORMER PROVIDER BY OWNER Tg-`J' �`�2 A-3 MEDIAN P€RMANENT. B-3 SLOPE' TEMPORARY' //� HEAD$ TO BAVE VANDEL PROOF (VFC) . � ,� 49,///¢.a A-4 MEDIAN PERMANENT 8 4 SLOPE TEMPORARY .. / //D. PURPLE NON POTABLE (NP) COVERS. * 'RECLA9�D WATER SIGN(TYP} SAN TABOOS,CALFORrA 82069 _ A-S MEDIAN PERMANENT 65 SLOPE TEMPORARY 11519)744-0411 FAX 1619)74"744 STATION "A-5" REQUIRES AN EXTRA A-6 MEDIAN PERMANENT B-6 SLOPE TEMPORARY // ALL HUNTER ROTOR HEADS TO HAVE 3Z _ PURPLE NON POTABLE RECLAIMED - SCH. 40 PVC SLEEVE SIZES USING: / A' .GREEN AND ORANGE. WIRE TO. BE RAN A-7 SLOPE TEMPORARY B-7 SLOPE TEMPORARY - I/J n n A-B SLOPE TEMPORARY B-e � SLOPE TEMPORARY WATER COVERS PER THE RECLAIMED j FROM AUTOMATIC CONTROLLER A WATER NOTES. O LP E Landscape Architects PVC SOLVENT WELD BELL AND A-9 . SLOPE TEMPORARY B-9 SLOPE TEMPORARY. ivDJCAP �7 i SCH. 40 FITTINGS A S KET FITTINGS D PIP AND COILED IN VALVE BOX PER NOTE A-10 SLOPE TEMPORARY 6-10 SLOPE TEMPORARY n` '7 p 1/2. # 6. CONTRACTOR TO CONDUCT A - A-11 SLOPE TEMPORARY B-11 SLOPE TEMPORARY CONTINUITY TEST IN PRESENSE.OF A-12 SLOPE TEMPORARY B-12 SLOPE TEMPORARY • A-13 SLOPE TEMPORARY B-13 SLOPE TEMPORARY - �' /Jl 0 o CITY REPRESENTITZVE UPON COMP- F �� 6 MORGAN, SUITE 114 A-14 SLOPE TEMPORARY B 14 SLOPE TEMPORARY W 1460 //nn/j//,//�(/7 fj (/T//'5�,• - • LETION OF IRRIGATION SYTEM IN A-15 SLOPE TEMPORARY B-15 SLOPE TEMPORARY I sttbfldd�� t( IRVINE, , CALIF 92718 - STALLATION. A-16 ST.TREES PERMANENT' B-16 ST.TREES PERMANENT - - A-17 MEDIAN PERMANENT 617 ST.TREES PERMANENT -. KENNETH iI A-18 R \1 B-18 A 4 PERMANENT - (iSgrot.ra KENNETH A. ANDREA A.S'.L.A. (714). 588-.3.93 ' A-19 't. It 8-19 SLOPE TEMPORARY. O• ��• t A-ZO SLOPE TEMPORARY B-20 SLOPE TEMPORARY LANDSCAPE ARCHITECTURE PLANNING FAX (714). 455-27b4 IRRIGATION PLAN - GARDEN VIEW R D B-21 SLOPE TEMPORARY T ,P . B-22 SLOPE 'TEMPORARY NOTE. 9TC. OC• - 8,23 SLOPE TEMPORARY CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT WATER l OF C \F B-24 SLOPE TEMPORARY TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL.AT NO DESIGNED BY: �KAA DATE:' MA 1996 Fir 3. 0' 1D' 40' a-zs SLOPE TEMPORARY TIME WILL THE CONTRACTOR/OPERATOR APPLY 'DATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SO!! SATURATION. DRAWN BY: GLM SCALE: 1 40' • 5 20' 80' o PROJECT MU-R.: KAA JOB NO ' 94-793 p- COUNTY OF SAN DIEGO SCALE: 1" = 40' C 0 N S U LTA. T S _ t` • Environmental Health pC��°partment �7 CARLTAS DEVELOPMENT !7 Avenida Ench i ^' Z n - ZELMAN RETAIL PARTNERS COMPANY 220 ae Planning Engineerin g LANDSCAPE ARCHITECT OF- WORK: Suits 209 Plannin '. .� PIPE SLEEVtNG SCHEDULE Carlsbad, California 92009 Processing nM Api3rovaC.. v ULE - 1661 HANOVER ROAD, SUITE 221 619-931-771)0 Surveying CITY OF INDUSTRY, CALIFORNIA 91748 Fox:619-931-8680 - � /�(a2% �� f DATE!<"L+r/•. -TEL 818 913-00 FAX BTEI 913- fi 5600 AVENIDA ENCINAS , SUITE 100 CARL$IBAD, CALIFORNIA 92008 U.S.A `Oats ff ( ) 30 ( ) 6) s KENNnH A. ANDREW RLA:: 1460 (619) 431-5600 ": FAX (619) 431-9020 . . CTi _ DESIGNED 3Y DRAWN By CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT RIOT GL M �AA _ APPROVALS) CIT� L [ ENCLI � I� � 5 PUBLIC WORKS DE P AR_ MENTr • cn: ; DRAWING . I`JO. . ' _ n _ _ .. . � J �t*^.r DESCRIPTION. TOP OF DISK IN W t OLIVENHAIN MUNICIPAL WATER DISTRICT P NS PREPAR ED UN DE R SU P ER VI SION OF RECOMM NDED PRO E VEMENT PLANS FOR: MONUMENT. IMPRO94-066 . .. TM :. , POTABLE WATER SYSTEM APPROVAL E � CI � I TA� R �. HORIZONTAL Ba1LE EGNEEn L DATE: � /2 B Y: 7qq v, LOCATION- TA. 64+?4 FL REAL — caNwL7NC GREEN VALLEY UNITS I & � 4334 f �,: , ,. °' _ ,I ;; - SECTION 'A' 21z- LANDSCAPE HARDSCAPE AND IRRIGATION IMPROVEMENTS 2 IRRIGATION SYSTEM MATERIALS 308- ; Eh1 ER LS SECTION 300 EARTHWORK 3. Fertiliser. 'rho fertilizer shall ba in pellet or granular form 308-5.2 Irrf Irrigation MAINTENANCE ANt? PLANT ESTABLISHMENT ~ = and shall comply with the chemical anal sfa specified, The g Pipeline Installation Landscape;hardsca a and Irrigation improvements shall be General, 21 des a prior to start of Irrigation improvements 300-4 UNCLASSIFIED FILL fertilizer snail thorn i y a. The Plant establishment arrod shall be 365 caisndar p 9 p y p 9 p be uglily mixed end incorporated it the p p - furnished and installed as shown on the plane and standard submit For approval 5 copies of a complete materials list dro-mulchin shirry ( at the rate of 300 Ibe. er acre 308-5.2.6 Trench Backfill in Roadwa sand Parkin Armes. des , cotllmanctng upon written approval of the installation 31 drawings and as specified to the Standard S ecrFfcatfono an including manufacturer's name and number, covering all 300-4,1 General. Add the following: The (t 16- + 9 App y Section 308-5.2.6 to hareb added to t 3 9 rl+, n Pp 9 p p y 9 g g site shall be 16 8-8 iron Zr in-13=5 + (ion, slow release fartiaitzor, 1000 Iba. y Section 08 of the referance specifications and the Special Provisions. materials required under this contract together with five raded to the limit Imes and elevations shown on the drawings - Standard -Specifications as follows: b. Project marntsnanoo work shall consist of a I t p °gyp q 9 g g per acre of Csro Power organic Fertilizer and 1iD0 Iba. per acre of gp J pp 9 n9 'I copies of descriptive literature on all items listed, with such allowances as ma be required for the construction 31-0-0 1.5.0.0. fertilizer, water (except initial watering of plants), weeding, cart for SECTION 200 - K Commence no Irrf y 1. All trenches for I line and electrical conduit under 9 p 9 n9 ROCK MATERIALS gallon system construction prior to receipt of of:walks and other site improvements. . Tolerance for rough pip punts, sweeping walks,litter Pict up and performing all I Engineers approval. rain to 1/10th of a Foot, Plus or minus at drainage swans 4. Wood Fiber: The H dro-mulch mix shall include cellulose mulching roadways shall be badcffiled with a Portland cement concrete erreral project maintenance. 9 pp a 9 p 9 fiber. The fiber shall be mixed in the Ndroseeder with water, feem((tzar, treated slurry conforming to Subeectfon 201-1.1.2 Class Use 9 p J 200-1 ROCK PRODUCTS and paved areas. gg Shut OFf valves valve Boxed and Covers binder and &"of and applied at the rate of 1500 tbs. (dr weight) Table for Trench Badcfrll Slurry. Sand bedding material shall The entire shall be eattefaetortl maintained, y 9 extend at least 6-inches above the pipe or dui project 9 20¢1-1,3 Gravel. Pea grave} for Irrigation valve,box Hose Swivels Sprinkler Heads and Bodies- Finish grease shall slope to drain without water oeketa or per acre for lawns and slopes of 3-1 or flatter and 2000 lbs. p p conduit, commencing from. the time that all tame of work have bean drainage shall have 100 percent passing the 3/8-frith Ste h Valve Box 'Ca and Sleeve Controller n losur irregularities p p p 9 _g p p g vs and p E c as egu a and shall conform to the intent of all Plana (dry wet ght3per sere for oiopea steeper than 3:L completed as Specified in the foregoing articles of these . less than 5 percent assn the No. 8 sieve. Pipe Fittings Metal Pipe and Sections - after thorough settlement and compaction of the; 2. Paving for trench cover Shall meet the pavement Special and to the Satisfaction f t" p passing 9 p J p Sp o the Engineer. Valve Operation Wrenches Quick Coupling'valves Goal. Ffnfehed races shall meet all existing or established S. Eroefan Control Chemfcal: Use Terra=Tac e8 at the rat requirements for thfe project and shall be at least the 9 9 e thickness of adjacent undisturbed SEGTIOh! 201 CONCRETE MORTAR AND RELATED MATERIALS Controller Aeaembl Master Valve controls of Stamped concrete d curbs and h avfn lea 1 inch, , AL y p on an shall b® of uniform. . of 50;Ibe- per sera, The chemical to to be mixed: in the p 9 p The Contractor shall be I^eaponaible for detecting diseases and thorou hi compacted rri lava and Ffnfshed to a neat Plastic Pipe, Primer; and Solvent Identification Ta a slope and race between pointed of fixed elevations or N dro eeedtn shirr This chemficai 'otabtlant is to stiablfza the soil 9 s p is at eats as soon as their resence is manifested. He shelf take 9 p 9 p a 9 ( p P yy continuous surface. 201-1 PORTLAND CEMENT CONRETE � Rertote Control Valve. Flow Meter ejsvatton coM.role from sud^i Dint to astablfshed tad ertfclaa'and park the seed, fiber, fertilizer ad sail together. ,rmmadtat ac p g ea. p p g a ton to identify the disease and/or peel and apply.. Badcflow Preventer Device Tolerance for finish radfn is 1/4-fnch, plus or.manus. thus minimizing erosion. such remedies as are necessa to control the infestation. He 201-i'Ll _ General. The same brand t e and Source of 9 9 p 308-5.5 Automatic Controller etam Installation g yp Sy shall remove all rodents, control measures Ymmedtately cement and a 212-2.1 Pipe`e and Fittings. f c ggregate shall'be used for all Portland Cement p a Plastic pipe used on su I SECTION 303 CONCRETE AND MASONRY CONSTRUCTION 6. Mtofature Retention Additivo. Use CPA-1200'Humectant at the on discover Concrete, aide of control valves shall be PVC 2230, Schedule 40 solvent r Section Specifi a hereb added to Section 308-5.5 of the - � y eta of 50 Ibe- per acre- incorporate chemical in the Hydro-seeding y welded Alortlf Standard Specifications as Follows: na Pipe and Clew 315 Alsrtlfne For 2 and 303 6 STAMPED CONCRETE alum . This chemical helps Cm Dive the water holding ea acft Shelf the establishment arrod,.'ali lanns and lanted areas y p p 9 p y 9 p p p 201-1.1:2 Concrete stilted b Claee. Clans 560-E-3250 larger, Plaetfc pipe used on the discharge aide of control with resultant increaea to -erman shall be t well watered and` tweed'-free at all times.Sp 9 9 g atfon. Note. Fertilizers, es 1: All Control wire, includes valve foot wires and with 4-inch-maximum slum for stem ed concrete. valves shall, be PVC schedule 40 for sizes I/2 and over 303-6.i Genera(. Stamped concrete pattern ohall be as 9 p Waada s�ba removed and d(s Deed of off the efts. ' . p p p p input from and ' aaIS6(s application rates are ditioct to modification due to commons, master valve wires and flow meter wires shall be p (Alertltne) _ shown on the plans. Color shall be determined by Agency or input soils' anal Sts and cite conditions. 2®1-1-2 Materials En inser and shall be a lfed b" Method A of Subsection 303- y installed in PVC Schedule 40 solvent weld conduct, sized I supplemental fertilizer on II i 9 f'p y according to lane. to m y 4p a panted areas as required l be All pipe sleevtng shall be PVC 1120. Schedule 40 solvent 6.3:1 of the Standard Specifications. Onl ilia concrete work 9 p to maintain heap yr orous rawth. The n ineer shall be y '1. i, hy, 9 , g E 9 201-1.2.4, Admixtures welded pips. so Indicated on the lano will raceive color treatment, if PI'I notified at least two'des a before et rtin this operation. ` any concrete work not indicated for color treatment, an curb 2 All conduit turns shall bo accomplished using long 9 y >. sweep Fittings of the same t s as conduit- Color Hardener. Color hardener for stamped concrete shall Swing Joints shall be as datatlad on the drawings. Pressure and attar; or an existing concrete which leas remain in 9 yp In order to Carr out the lent aetabltshment wit the - 9 9 y 9 y p � be LTthoc,rome dr shake colored hardener In L.M. Scofield t s risers and fittings shall;be PVC Schoduis 80. lace should receive an color treatment it shall be removed _ The operator Shall a ra tha Slope_with a uniform Contractor ef,all y y p p 9 p y p p y o maintain-a sufficient number of men and Homanft Corporation,` isible coat b using the green color f w 3, Flow motor wires slim' be installed In conduit's areas e Davis Devfe Colors or Equivalent. Color shall and replaced by the Contractor at the Contractors expense: y g . g s a the wood pulp as a guide. 6p adequate equipment to perform the workherern specified from I match L.M.Scoffeld. Prior to start or Stamped concrete work, Risers and fittings for backflow prevention device shall be The slum shall be applied to a sweeping motion to an arched any other wiring. p k 9 p y pp p 9 the time any planting Is dons until the end of the project Contractor shall Submit three color samples to the Engineer red brass, standard weight. Stamped concrete Shall be laced, formed and cured in stream so as to fall like rain allowing the wood fibers to build on _ Maintenance Period or until the Final approval.9 p ch 30b 5.8 Flushing aria Testing pp for approval, together with tires copies of the manufacturer's conformance with printed instructions, spoctffcations, and eech'othar anti a good coat to achieved and the material Ta spread printed instructions bulletins and specifications. Color t 212-2J 3 Plastic Pipe and Ffttfn s. All plastic ( technical bulletins I at the re required rate acre. The Contractor ma be relieved p p o p g p pipe let' a eeuad by the manufacturer of the color q ifs' 308-5.6.1 Cetera'. The text of Subsection 308-5,6.1 of the y eyed from plant maintenance required I be as per Ian shall bs now normal Impact rf _id of vfn I chloride (PVC) 1220 hardener and color wax curt e atom. The applicator be in the Special Provisions when establishment and project p p p p y y r!9 y pp Standard Specifications is hereb deleted and replaced with � p j I or 1120 pipe extruded from 100 percent virgin materials. All an experienced 6 ecfal subcontractor y p maintenance work have been satfaf r(I p p p g p p ty whose `specie ty to S. Reseeding: All bare spots shall be reseeded by the Contractor the following: Seto. y completed- II 204..4 CONCRETE CURING COMPOUND pipe O.D. sizing shall be done in conformance with AWWA iron limited to Special effects to concrete. The specialty within sfxt (60) dogs providing the lack of cove growth Fr pa Sizing (I.P.S.) All pipe shall be National Sanitation contractor shall rove supervisor foreman y y v 9 9 Damage to planting areas l p 9 p p d provide a eupery or o amen of proven was caused b excessive Waterfri b the Contractor. Flush Me in Lines. Flushtn of the lire will be dons before 9 ,p 9 shall-ba repaired tmmedfately„ I 2x01-4,L General. Concrete curfng compound shall be T9ps i toundatton approved- abtifty (at least three examples of high-quality installation) y 9 y 9 quick coupling valves and remote control valves are to place- ep p p P acceptable to the Engineer. All open ends shall be piped ed item Distil ) to exhaust flushing c. Replacement of 'ants, All 'ants that shave signs of I i - I J. Refarttifzrri . AI(' droseaded areas at-all be refertf ltzed p p p p y t n9 201 4.I:P Color satin tom Duna. Color curin tom tend for P pe shat be homo eneoue thro hout, free from visible 9 �J failure to row at an time during the life of the contract or 9 p 9 p 9 water and out of the trenches. No water will be t y 9 I f r .. ) arm f tied th t (30 des a sitar Installation b he Contractor t t anti tar.with same fartilz I Stamped concrete s cracks 'hales blister ug _ er L. re a hall be as per Ian and manufacturers of ilia a, dents, wrinkles, die and heat marks SECTION 308 LANDSCAPE IRRIGATION'IN87 A y y y up p those plants so In urea or damaged ed as to render them p p AND INSTALLATION to fall Tnto the trnch. Flueh(n ' -r;cadure will be to first p J _. p t as-and amounts as used (n the original a application, 9 p color hardener (to be L.M. Scofield). and Foreign materials. 9p pp open the ports nearest the source then race and move unsuitable for the purpose tntended.ehall be immediate 308-1 GENE p p p p p r resotvel toward the end of the line with on one open replaced In kind at the expense of the Contractor, SECTION 212 -LANDSCAPE AND IRRIGATION MATERIALS Contfnuoual and - armanentl mark i with manufacturer's - p 9 y ly p y p y p pe a _ port Flushing at any one time � - 308. IRRIGATION SYSTEM T A ' � RR ON S El°i IN5 ALLATION Hams or trademark, kind and size pipe, material it lawn and landscape areas disturbed b the as d. Ins actions: ,. k a p p y p A written notice requesting an inspection manufacturer's t of r`a 1 212 l loin o s a result of the work shall b prepared LANDSCAPE MATERIALS umber, schedule; or Glass and NSF seal"of t wo i s aed and shall be submitted to the En ineer at teas! 48 hours prior t p p p 308 5.b.2 Pipeline Pressure Taste. The text of Subsection 9 p o 0 - 3087,5,1 . General rose _ anticipated a royal, aedsd and / or"re replanted 1n kind; axe-apt t as otherwise. - 308 5.6:2 of the Standard tf- the date. Prior to inspection, ilia efts must bs. pp p p, Spec fcatione is hereby deleted and p 212-I.1 Topsoil. Topsoil shall be Class A topsoil designed In the fans. thorou hl cleaned an p p p g p replaced with the following. g y up d all excess material and debris amended as fellows (amount per cubic aid): The areal specifications of the Socret of Plastic a. Record drawings. Show dimension location of all buried p y Industries of each f l pipe and valves, and control pilot wires to valves and ' type o pipe used shall be deemed and L Main Linea. Pressure tests or main lines ehal1 be made 308-2 EARTHWORK AND TOP SOIL PLACEMENT , " controllers. Take dimensions prior to backff llf trenches.4 parts Class A topsoil construed as a part of this apeatftcation: p n9 �O8 altar Ifnao have been flushed and altar control valves and At the and of tits establishment and maintenance period, art T e t sot amendment , p - p p Dimensions must be taken from above- round permanent, quick. coupling valves are set In lace. Close all control the lI Contractor lan planting will be required to add i Pra emergent yy Placement and compaction shall tom I with Section 300-4. f: 9 p v p 9 p 2 Deride iron sulfate PI a drtin ehe1P be done 'tn con unction wrthrecorde held b p p 9 architectural:' valves to all Iantfn areas except Deeded areas riot to the p p 9 J y The fourth paragraph of Section 300-4.6 of the Standard objects: by hand . Con shall be center loaded leaving all in 9 p p I Duna 12-12-12 N commercial ilia manufacturer for ear p 9 ph an era p PK fertrifzar two gears, covering ualCt control Fittings Dead. Contractor shall R.Irntah force um and 9 q y Specifications Is herab deleted and replaced With t All corrections on record drawings shall be clone In red ink 9 ' pump finial inspection and acceptance b the Git .' 10 pounds agricultural gypsum tests, raw material batch numbers and ariy other information p i y p w g pressure gauges necessary to complete pressure testa, y y required by the manufacturer. following: Do riot take dimension from plants, trees or sprinkler heads. p p Prior to the start and at.the and of the establishment and 212-1.2 . Sofia Fertilizing and Conditioning Materials The surface of each layer of topaofl shall be sufffcfent[y 2. PI a: All metal main Ines to the a stem shall be maintenance period,Record drawfn a "]I be reviewed' riot to all p y p ad, the Contractor will be required to have i Solvent weld ftit(nga 'shall be PvC manufacture; heavy wail and roughened after compaction to ensure bond to the succeeding 9 p capped end pressure tasted at 125 sI fora erfod or 4.14 hour complete inspection a r progress payment approvals. pp p f� 5 p pa on rid approval of all landscape construction 212-1.2:3 Commercial Fertiilfzer of the IPS solvent welded tyypes, Schedule 40. Ptttfngs layer. - with no drop m pressure. At leaks Duna ahal be corrected items r�Y n E 117 . containing threads Shall be Schedule W. b turnfn the pipe in the Fittings as no caulking or ox � Relative tom action of not loos than 80s> nor raster than 85 b. Charts: On the (nerds surface of the cover of the by gg p p 9 9 ep y Planting Tablets: Tightly compressed,21 long-witting, slow- p 9 automatic controller, the Contractor "If r ftilere will be psrmfttad. release fertilizer tablets weighing 21 grams, with a potential Primer and solvent shall be of the type and make approved b shall be obtained throughout the topsoil placement. cto o I preps a and mount II 9 p par y a chart Showing the valves and sprinkler heads earvfcod by INSPECTION SCHEDULE aeldTt of not more than free percent weight and having an the pipe manufacturer for use on its pipe. 3. Plastic Pipe: All plastic y p y g 9 p p p 306-3' MOISTURE BARRIER INSTALLATION that particular controller. All valves shall be numbered to p p d lines in the system Item- Description Notify Acceptance Approval analysts of 20-I0-5. match the operation schedule and the drawl s: Onl those shall hours capped and pressure tested at 125 ps! for a period of Date Date Signature 212-2:2 Valves and Valve Boxes y Oho with no r 9 308-3.1 Moisture Sarrfer Installation. Moisture barrier area controlled by that controller shall. be shown: This chart •� � d op in pressure. All leaks found shall be a ar LANDSCAPiNGI .212-1.2.5 Mulch. Mulch Shall be approved.b ,En . Meer. corrected b removing tits IealUri pipe or Fittings y 9 membran e shall be installed in all median islands tom `let I shall be an entire sprinkler lot Ian Including building, y 9 9 p 9 212-2.2.4 emote control valves shall be makes and modal p - sty p p p 9_ 9 p tD. Median Planter walks roads and walla: A tatic rint f t t installing new materiel in jets thereof and retesting. Surrounding cross to be Irrigated and lanted aria along • pho 08 p o h s plan, 9 p 9 ,11 212-1.2,6