Loading...
HomeMy WebLinkAbout1443-L " a A. x l j ,.may • c r CALIFORNIAWIS . 0mes SOUTIiERN MANAGER TOM, DELLAQUILA PROJECT 1 5 6 N. MOUNTAIN ./ • E MAINTENANCE DISTRICT N • UPLAND, CA 91785714/985 41 LAND GENERAL NOTES SHEETINDEX VICINITY DESCRIPTION DESCRIPTION I TITLE SHEET 13 SHRUB PLANTING PLAN IJ 2 GRADING PLAN 14 PLANTING DETAILS 3 LAYOUT PLAN _a__c_°t,a_!�_®�_s�•®® __w•_�_�®_i_C ______ __ ®.__. �_I!®f wm•e=`��a�.a�o° - rII" ia•: 4g __4 ®e • _.°�sa ° x t - ._ r r _ 1: *. 5 LIGHTING PLAN �1 ATEYCH1� . LIGHTING 1 DETAILS __ ► -. Tc- I�L NOTES al T REGIONAL RANCHO CUCAdONGA CITY LIMIT CHAFFIEY PARK to ra � ny COLLEGE , r rrient p rrxl nh fromthe City Engineer r LIGHTING DETAILS NOTES BANYAN ST 5 CONSTRUCTION PLAN 17 and the Standard t r l° tr2. wor1t r t current istandards 6 CONSTRUCTION DETAILS 18 SPECIFICATIONS ._-__ _________ __ It ll f r i t t i ! r !l recommendations IM„S7 FREEWAY . r grading, r 7 IRRIGATION PLAN 19 AREA ® r from such a r l u is amendment recommendations sown on the plans. f t BASE LINE ROAD 001-_ he 8 IRRIGATION PLAN l . maintenance r` r i required t grade, 4 ® t l l wowing, iri i raising treerootwtilch settle below ECT s' A Maintenance also l all repairs, replacement. fortvizapp % r r r 9 IRRIGATION DETAILS FOOTHILL EVARQ� t iSlem gooworkingr it propercoverage, UPLANDAPPOW E ation I,'': Ji: 'IRRIGATION AT T SANTA Fr r rControllershall maximumIt r n anI r r automatic controller. i reduced be a t t l I ll System- IRRIGATION SPECIFICATIONS t the „ ► tl l t i i mit r t that wig be However, the r tcoverage r r I be a biackilne print and a different color shall be used to Show � the Public Works lfp ®rg the sill lsealed SM BERT _ h cor*t approved equal of These int usingv �vpwsbrpieceminimum mils. t • T rt ll r r l t y t i NNE r t t also INTERNATIONAL TIONAE . ! f AIRPORT provided beneath metal ferx*v and where l it ! r t t maintained areas, 7. I t ll i t t vold by t InspectorProjectPlanner t l t fold oc:iIn&1ion:s as aMv chemicalsCONSULTANTS MAINTENANCE RESPONSIBILIT MAP 8. Application of any l t l personnel. within9, Any trees t l r potentially r - r shall Installed it r t t Prior t lli ( planting, ll 6 Inspect root r Installation. 10. No trees shall be planted within . ELECTRICAL lLIGHTING li . AJ Veles are to be kx:ated' ten feet from any stfeet r r r t tr l t, nfeture®Suite 220•Ervine®CA 92718 1714) 7Sa4 a7 _ 7 7•FAX 1 71 4'753-1588 r r r t l r lateral l r l p three 37 Twelfth Street•Riverside, A 92501 .1714)®787.1 •FAX(114) 787-18877 Water r line. G_ra_d`fin§_­sf_ah_"ar _C�l tYma.11 rital-il LAND CONCMIN, LTD. MADOLE AND ASSOCIATES, INC. * Side ,walk maximum 8.3%. OF SAN BERNARDINO COUNTY V!, ij:i Landscape ArchitecturelPlanning d, d. Pagano TRACT 13303 * Maximum slopes in turf areas 5. CONSULTING CIVIL ENGINEERING Maximum 1 1 curb Z'10 1750 East Deere AVenUe IRRIGATION LTA e 106 W, CA 92705 . FOURTH STREET. SANTA ANA CA 92701 j 1 ND PLANNING (7 14)665. 353Ave., Suite 105 VILLAGE TOWN HOUSE *" Maximum 1 X _ T 1 0 -2469 (714) 250-48?2 Fax(714) 752 UPLAND, CALIFORNIA 131786, PHONE �CA New SHIEFTls20 2 LANDSCAPE QUANTITIES 28:d W PROJECT LOCATION ZJA�V RIC t z, GREENWAY sz� � 1 .88 CORRIDOR TOTAL ACRES IN R.O.W. TR; C 13273 ' ��4 &ADD C`sGalb CITY TOTAL . T4 MAINTAINED DESCRIPTION OF REVISIONDATE APPROVIED "Aso : CITY OF RANCHO CUCAMONGA FAMILY CONDO/APTS. TOTAL TREES IN R-011l MILLIKEN PARK TOTAL 5 GAL. SHRUBS EM-C-A EAST GREENWAY CORRIDOR ___407 z TOTAL SO. FT. HARDSCAPE irOTAL SO. FT. TURF 100 N.T.S CO TOTAL SO, FT. GROUND COVER l t t t 1 IS HOMESARECATTRUR t %RACHYCHt1NV0VVLtl m DESIGN1 l (.06 APPROVED BY DATE 45-Z RICE No, 24953 4 N. Df ED LAERSIROSMa tNatCA TLandAGNaLt1\ � aFL0 A Ltd 1750 EAST DEERE AVItNIX � 1283 .p ' EEtL QA NXSSA PLATANUS t t t PINLXS I P1 ANS Fil 11T T R t e —4622 OF PHOW (714)250 t l DAT CHECKED RCE NOUERCUS ILEX F IQF CAL, D ATE LE NOJ IV ....... _ ---------- v 'IN PALM M6A�va�� A21�?l V45 TFIR Uj 10 I'D 12\ �� ` W 1100 450 Vie, -^"��`" ( � ` �• ` f ( 1 i d f •®®k � O • . e R ° ^'�. •W '^l°• • • B 64 SE E SHEET 3 OF OW 4W;;k 111A 4 ° S W ° °°•• • • "` • ....... ®® [ \ "�' .� / ®f a,,+ • x ..,,,�.,� a ® /� •°°�"";" / °m« .,apP' • l �// / ��' °"( b°• °�+ W w• • 'l. • < t s •� �,,, 6' g �®'�. ° @ ,,,,.^^""°^� .�` r,, ` /J p S `+` •,... .r' ` �' «.... • • °• • g '"s.. .—.,� ,.l` x ✓d l � v ar ® •��4 . � y l . •, r a , .,m •� a � P • t / � � � t „' m a • ^ • • ` ry x ° e a • P • •s • e r — ✓ . � ® J • ° ° WA Lp G" /FHA 5E PHAf r c arm c..rpPW6. 619r :1 t 45/ ta / •, t / V / // mow- . - - l f / L a f L•G. xaA .. .°.®:�• •; C. t—FENCE � I . al r r < ;r W.T/ til 74 o,4 Co J C T ogl\ /,-- — — —e 60 N 75 49 ugr 1 f LOT IH /� �` A �� - • _ ° SII �� C�,b`�1,-1 a rf i • t 7G't `I'h. Y'� t _� , B A " R ` f,: «-• a °r d l �� • W � eQt aG� rrwt-. • • • " • +of +" '.4°°,^,„. • ° • ..�•' a . •, • • , ..a n Oslo � R .e . , DESCPIPT10t� ' OF, RF-VISION Z 70 V ' W CITY OF RANCHO CUCAMONGA ell 9 e • « x \ fc�"r t � • a. a � � . • • " EAST GREENWAY CORRIDOR 70 R. TRO R 3 27 3 70 70vo pmwwo /7/p • ,r AND 2 PHASE 11 ol r / �1 ,� ! :, 3 MW� ��Y• N $ GRADING v w r PLAN 4' W- pwdq• 6106DATE r :: y r �1 T. ,m•� & ' �r �' y • 'NAA°4 #4:a�,AYV tp ' LAPPROVED B 24953 CITY ENGINEE R.C.E. NO ...o 4RIi r t f " DESIGN oo� l Vim �''► (` �", �+,AAPV c 7A 4P /Vt 7� g•. ° V. 6i ,'�. � !INC. C(7 •l _ — /� ' l ��� P X• '� /� r _�r,f y!I o Mme �°"' r" , OF THE INLAND EMPIRE ,• � �,'� CONSULTINGCIVIL ENGINEERING A G1711. _ VA71-1OH7� AND LAND PLANNING � 0SHEET MIN. affl //� 10601 Chut t, vlte 17 W 17A� 1CA 91730 (714)9484311 --2—OF /1 CHECKED NO° {! R.C.E. NO rr) �� GillE BILE N� ---------------------------- a� D 4 « /-i A�V Y A VEAlUeF tT j j JN D j J1-3 am' /3 Ole t rrt r . X ^-• t { .. fy " ro_ o , e w M+•- • r' m YYY • • ° 09 -------------- -- 4. f l ' f PPP _ f � ,/ r „/"/f � , � r! „fes 7°' `. "'.��+" ',. w `• '", � f r�. �f � �`x � !d £, r tl � a.». t..�. f , / f AI SEE SHEET 3 OF Al Lu f "HILLIKEN \ PHA so= HA 5E DAT AT 0 DELTA/BEARING RADIUS LEN./DIST. ING RADIUS LEN./DIST. TANGENT DELTA/BEARING RADIUS ® TANGENT DELTAA3EARINGw TANGENT i A 110 41 a « « t 14@21" 17" . .1 3 30.22all 1 « 21 .7910.91 a la � a ® 1 « « 72001115"E 1 a 1 1 7 13.12 1 « 51 DATA I ® A 7 « « « 7 1 « « 12022'52" 1 « 1 « a 1 DATA @ . « DELTA/BEARING RADIUS LEN./DIST. w ,�® 1 1 ® 7 1 ® a 1 « 90 N ti 1 3.41 t a . 1 . a « 19.51 1 1 « 11013'41" 1 . 101 15.51 16. 15 a 32050" 16" 90.00 o « 77051' t 52 27028-45- 150-00 76.74 «1 59 a .123003'30" r 180.00 0 0 426040'33" ® ® 1 0 0 1 7. 2202Bal 129-BO � 1 t� 1 « t « 4 10013'50" o « 52055'30"E a 1 « 01 1 11 . 1 1 01 a 4 10.65 a 1 1 180.00 « 1405641" a a 41 15.07 11 « « .158051' 18"E « « N 52006'25"E 11 .26 22052124" 150.00 « 10028'20" 109.65 2N 45055" 18"E «7 oh °45-E 29.23 21ciF-31- 1 « 40.08 D DAT &iL 05010"30" « « 1 13.55 ® 110 . NW /DIST. TANGENT 11 a t A « . 1 14"42' 12" 1 « 7« 09 N 78048*50'"W 6.58 t21034" 16" t « 1 « A 19049'32" « 1 0.49 ff 1 « 10013" 14" 107.03 « 1 ai 1 « 17.70 1 1a 1 .91 "T !4090 a 1 « 34.51 t . -52010' 10"E 1 « a « 18"40'27" 110.0 35. 18.09 - h _ 55035'51"E 1 12033'36" « 131 .53 . 11 a « 1 0 « 79057'55"W 23.35 �y a a 1 . 1 7 11 .25 « « 10.13 \ �\ �% 750.00 o 0 t 62032' 13"E . 15031151" 150.00 . « 17031'34" 1 « 7 1a 1 `'�\ a 011® a 1 .25 1 005739" 300.00 57.39 2B.78 300.00 « 13 tat 1 13046' 17" . 1 ® t 120.00 7 7, a 11A a a 7a 19.71 a 180.00 A t « { 1 « 1 «7 71 4 ` f 1 � , Vic/V IA A U J LOT c d g roa .• , %s` 7-5 7e / o f f " x w\ " „ 0 88 ,P f �97 App C-11y F1&A?1C1&p 1?4rif S�pfsio ir 70 lop r .. .-.- ..a. qn C `r r V� 6I'1 R kms+ � � � ®/`+ ^ 4 . rr „ y _. a CITY OF RANCHO CUCAMONGA -mow 78 EAST GREENWAY CORRIDOR « fVAAFIlX„ f, ro 2 CONSTRUCTION PLAN 73 72 k if _ PHASE" ` GRADING PLANAp/9 APPROVED BY DATE e � m aP f'F \ DESIGN RECO MENDED OF THE INLAND CONSULTING CtVIL ENGINEERING AND LAND PLANNING �.� 1 Street, 1 1 07 SHEET l°` �' ` RANCHO CLCAMONGA,CA 01= LIJ (A"-< PHONE(7U)M4311 OF CHECKED DRAWING NO, FILE , 01 C pol TWO CONSTRUCTION LEGEND TRACT 13303 10 C ASPHALTIC' , CONCRETE t C . J . COLD JOINT RCENTER 4 LINE C • CLEARANCE TURF BLOCK CONC. CONCRETE tCONT . CONTINUOUS e.. t • DIAMETER WD . . FI E . J . I JOINT _— — p CONCRETE wEA. EACH EQ . EQ L BIKE PATH MOW—STRIP EXIST . EXISTING CONCNG T l g TI >: GALVANIZED MOW—STRIP 6HEADER BOARD o H. B . 0 M . B. MACHINE BOLT OF ' MAXIMUM P l } MAX .• <: LIMI MINIMUM NATURAL 4;: _ . I CONTRACT w ° • e s •e,ma e+age's°• + •+••• • s m+ a •a• • • + e ° ,e• e :'1•°i a •mm •e , • • w el • •m o, e a e°.e r•• ^s a: s , ®°•Qn gs' Sa tt 'H• ° •.a esu• • w•s t•p . ".°,<.,>„•�•spm ° ae w e.••cma.•wem ema..'a O •�e.e,se a®ea••r• s•es•°e� +w•se• • °••Be•s• °b • mm wm'ms.•®ew e°e. .•e•a,' a°t. ®• m4e es° K ^-»__, e•�." T TO SCALE E •4e ti O . C . CENTER •O �s+b. ••�•a '•... aAf° p t p: J: °�. I AREA F S ep•e ... .•°...e eye. ..;:::: ,p. .. p •r.n :k:: m "war•s. • e'e`• ..,: `O .a w•s e. ^es••°ae axp°s +®• wo maa®°.•+m•.."... a^.°,:°eea.e .•,w •••bw• .. w .. °O•:p °••m ° ears.:a° • .« a.w e.••... .° .. m e .. :°..+,'sR+6. •a•ws e`ly° :'.�°.:° . ° .w .wcl) aew®.oars;•s„"+.. PROPERTY LINE a1:: ... •w.. ;: f.;. ,x.......... ,. w • m .::::....:.... :.;.:.;:.;::.:.; PL :.;:..::.. RADIUS LU o Uj ................ ...........EC... ...... v.:.6.;:.�..�::.. ..b:.�.�::::�:::a:...,.. ... ... .. ........ ...i. .:.P.:�:is:�i:'!:'.::°i:::., :::::::d.}:i:iii:i+r:::::L`:::i! :®® ::i viib.4 .... .. .P.:.: R . RISER '• ! „ R. O. S . �IF CONCRETEREDWOOD f SHEET CONCRETE VINE POCKET S T•1W Lo-L-- S . L. E EDGE 15{ O.C. SQUARE • SURFACED FOUR doomLINK f FENCE WGREF-N T • CANVAS. MA A � T F T I T.W. TOP OF WALL MILLIKEN PARK. I TREAD T. . TYP I C • W. I . WROUGHT IRO 'HI:-APtFR. STAKED W .W .M. rf I MES ° AT P (NAIL SIZE) PAVING NOTES" 1 4” THICK NATURAL COLORED CONCRETE WITH MEDIUM RETADENT FINISH. SAW CUT LINES 1/4" WIDE, 1/2" DEEP. ' — SQUARE GRID PATTERNS ARE TO BE PER PLAN. {{ 2 4 THICK CONCRETE BAND TO BE NATURAL COLORED CONCRETE WITH MtliO . TROWEL CONCRETE FINISH. MOW—STRIP 3 MIN 4" THICK NATURAL CONCRETE WITH �� MEDIUM BROOM FINISH, COLOR 'RIVERSIDE BUFF' #C-28 INTERGL MIX, COLOR AVAILABLE FROM L.M. SCOFIELD COMPANY 000 (213) 723-5285 r . SEE SHEET �r FOR CALL—OUTS MIN " THICK NATURAL CONCRETE WITH 303 DICKEN COURT � \ MEDIUM BROOM FINISH. SE DETAIL TRACT 13 E5 CONCRETE SHEET 6 . I I DE TYP 9IKF_ TRAIL. OW—STRIP IN 8" THICK NATURAL CONCRETE IT EDIU O FI ISH. CLO 'RTV .RSID!: CONCRETEBYRON OW—STRIP � BUFF' I AL IX$ COLOR e QAVAILABLE FROM L• • SCOFIELD COMPANY BLKE' PATH CONCRETE MOW—STRIP ._ `` 2 a °0. CONCRETE +` `° Z/, 0 ... 0 Ile LLI .01 A' _- _ F, d e 1' T• r• t I 1 Pm f@ .m......,._...,..,._, .°is.` P. f .. W4 • w' °4 •1.. , •• „was .q • E� • m,a•e•.•.. +ears.^•e* .." w,e •ass: w• " °+•w°le°•.°,m e.•.+ed e s Baas}.'•°+,: *•a -�.,•, �_"""-.-_.... s s •,°°ruse®+:• a„ •r e m ne m s er +••x•••• • ,,°e + •+ ems.•+•.e {• 4.i P q. q• m gee .rW�: ,• r y• f �^-- •x..... P: se° •a ° ,•, • a e"• • «• a, «m s+• f.: °b.. sK q� `r M �e .m °Y _.mks }PM •1Aa° e e i b. e°r•• r N.. h W.. 8 .','fie• �r 4+ 4. �A nq?• N.I�G ' CONCRETE l ..... � q �..� .:;.: :':... til � 0 g. EDGE77 OP14*� (17 A432 -MAIL- PRIVATE WALLS AND FENCES 4 I • ::. , � '' ,3 ,r°�c!7.I "°[' i�+t y-- '_ _' F-t ht�.c.T t.^ l`� �"® V r N. I . C. , ' ,`' 3 I DESCRIPTION OREVISION C A CH Ar ANV lVkT 1? wN MILLI N K . INSTALL A . It CITY OF RANCHO CUCAMONGA>. HEAPER KE D 5 g� � 9130 iTERRA VISTA 0. fio:o PRECISION L WALL-3 4r ` STUCCO BLOCKLL EAST GREENWAY CORRIDOR w SLUMPSTONE BLOCKL " WROUGHTIO FENCE CONSTRUCTION PLA" LEWIS HOMES spE� 4m tDATE � w APPROVED BY' IXaw' .. t ®�f.'s PY �.yl�et m �@H b' a t t CiTY ENGIN RECOMMENDED DESIGN „. EE , { r i CONCEM, LardspeArte reann agA SHEET ISE WAIDING PLANS PREPAREDBY D,tR 1Src enue SEE PIREC -482 (714)250 2 Fax(714) 752-2469 DRAWING NO IN CHECKED COF cp _. . p. °_ •� a�.-• TE FILE NO "� CONSTRUCTION LEGEND CONSTRUCTION NOTES 9 NAMBRM ON" ASPHALTIC C C. J . COLD JOINT @ "6 G D BENCH IBACKREST Y LANDSCAPE LINE STUUR MODEL 882-0623. 6' -0" LONG MODIFIED CL . CLEARANCE II RE IL AVAILABLE THROUGH A S ASSOCIATES, INC. C71 258-1616. CONT. CONTINUOUS DIA. DIAMETER @ R RECEPTACLE— PRODUCTS LOW PROFILE w F TOP I STEL LINER. MODEL — 3— S-7— EA. EACH S NATURAL. C71 —9000@ BOLT TO CONCRETE mEXPANSION SLAB PRE DETAIL A4 , SHEET b. EQ . EQ UAL PHENEA WOOD TREATMENT SHALL BE APPLIED TO NATURAL WOOS EXIST. TERRA VISTA PARKWAY BENCHES PER CITY MAINT. DEPT. REQUEST, IF MFTG. DOES NOT T G. FOOTING TREAT WOOD PRESERVATIVE THEN PAINT TREATMENT ON THE BENCH @GALVANIZED � a � HE ADER BOARD M . B. I LT MAX .PAViNG NOTES I T MINIMUM NATURAL aI@ @ T TCONTRACT rr ICK NATURAL COLORED CONCRL I E WITH N @ T . S NOT TO SCALE MEDIUMET E FINISH. S CUT LINESCENTER MEDIAN MEDIAN1J rr WIDE, 1/2"" DEEP. 21 - SQUARE GRID P . A. PLANTING AREA PATTERNS ARET E PLAN. RADUS 2 " THICK CONCRETE BAND TO BE NATURAL @ RESAWNI 4 : - .._,,_,,COLORED CONCRETE WITH - FINISH. TROWEL . R . @ IS ­k,-RWD. REDWOOD 3 I " THICK NATURAL CONCRETE WITH S NT ET e SNE � MEDIUM BROOM FINISH. COLOR "RIVERSIDE , S . L . SCORE LINE BUFF' #C— I TEAL I , COLOR AVAILABLE FROM L.M. SCOFIELD COMPANY SQ . SQUARE (213) 723-5285 S4S SURFACED_FOUR SIDES STD. STANDARD I " THICK NATURAL CONCRETE WITH �'"T. F. TOP OF FOOTING F L MEDIUM0 FINISH SEE DETAIL SHEET 6. T. TREADTYP . TYPICAL IRON a6wot--� el aT W.W.M . WOVEN WIRE MESH CITY CURB d PENNY (NAIL ,, " ", p CITY SIDEWALK SIZE) N p I .C r BY OTHERS N '� '� ar c !� ra f� N. I .C. BY OTHERS r ® * . r � @ . p PIZ 714l LLL ' ® r r CONCRF.TF. A �! EDGE 6 rr r IL co eo I T'Y P 10, &6 -� r CONTRACTOR TO C10ORDINAfE LIG ENT C ORDI ALIGNMENT r BETWEENI , ESTI LKS AND BETWEENPEDESTRIAN LKS AND ' PLAZACONNECTION IN THEIEL @ , L CTT I THE FIELD PRIORTCONSTRUCTION. SEE SHEET gi @@ I TO CONSTRUCTION. SEESHEET " " # F R I D EST T LK F I D PEDESTRIAN ALK � @ @ LAYOUT. . . ,' w . @gi LAYOUT. ® 4 @ @ @ p 00 goo p @ @ p o 6 ' .6 rr r rr r rr 24 r' CONCRETE GI— TRI P PLANTER WALL U 4)D cfly Hp T5f>j bi® CITY DESCRIPTION, OF REVISION DATE APPROVED: gigg fCITY OF RANCHO CUCAMONGA VISTAOPEN= TERAA EAST GREENWAY CORRIDOR CONSTRUCTION ML SCALE 1 /8 ___A11SHOMES RNIA LA iAPPROVED BY'.•d @ r DATE sm2?f4-- Sq CITY ENGINEERR249537® o @ NO � Ldp tA& � LIG. ?83 �', ® •��-�-- rn DRAWN SHEET Awta Am, CA 070 119OFCHECKED . G NOOF PLO' NO R.C.E. H DATE FILE NO , SHEET NO. OF ' X 15 E rid Sam (0) C, -0 LA 6x6 CONC. MOW STRIP --IF c PIZIVA rurzF: MIN. 4 THK. CONCRETE, FOR NOTES: AND C-AOVNP FINISH AND COLOR SEE PLAN. TURF STONE BY M. *6 o BIKE PATHTO BE CONSTRUCTED OF NATURAL GRAY - 1/2 DIA. �ULLNOSE EDGE F'F-1 Vk-r6 WA1,1, 1-11 CONCRETE W/ MED. BROOM FINISH. 45*069 OY mul_`Illlll�i� 6UM,(-/of NATURAL CONCRETE CURB 1. L00ksCA 9524 WITH SMOOTH TROWEL FINISH WALL WHERE APPLICABLE. C 0 CONTROL JOINTS (SCORdLINES, 1- EPTH 9 M it?V"j 424 S. MAIN S SHALL BE CONSTRUCTED AT 10' INPIERVALS. (209) 3 4-3781 EXPANSION JOINTS. VINE POCKET-WHERE APPLICABLE. o EXPANSION JOINTS ARE TO BE CONSTRUCTED VS—t JAI Gf�.e_ VINE: EVERY 30- (NO QUICK JOINTS) 1/2ffBULLNOSE EDGE MOW STRIP- I" RADIUS @ CORNERS� WITH/EXPANSION JOINTS 5'-0" OA 1-011 10 FINISH GRADE L 1/2" BULLNOSE, *e� 77 TYPICAL *00 . - . . . . i,. TURF-SEE PLANTING PLANS-. CIAS #3 REBAR CONTINUOUS FINISH GRADE 2% :;�C- #3 REBAR CONTINUOUS. U .000 -0 0'. -0, FINISH GRADE WHERE 'APPLICABLE. LV SATURATE AND COMPACT SUBGRADE_' TO 90% PRIOR 907.COHPACTED SUBGRh.;L., PRIOR TO POUR Al TO POUR sun fill ==T2 =L i P, EXTENDED COLLAR AT PER IIIETER 25% SATURATED COMPACTED SAND BASE (LEVEL COURSE) 60 SUB-GRADE, CRUSA AGdERGATE STONE PROVIDE SCORE JOINTS @ MAX. 10'-0" O.C. SPACI G AND EXISTING SOIL SATURATE AT ALL ANGLE POINTS. _T� AND'COMPACT TO 90% _S F I- 501L AMffNt>MfFNT1 00rKFILL SHF-F-T II&F*11. VINE POCKET DETAILl StiEET 14 'STRIP EDGE OF CONCRETE CONCRETUE MOW BIKE PATH TURF BLOCK PAVE,R CONC. MOW STRIP .., NORMAN BULL NOSLD BRILlt� CAP COLOR TO MATCH TILE ROOF AT RLSTROOMS, OF MILLIKEN PARK 6x8xI6 51,L)Mr-t-Ill TRASH RECEPTACLE ALL SIGNS SHALL CONFORM TO ALL SIGNS SHALL CONFORM To CD T "TRAFFIC SIGN SPECIFICATIONS" Q0 ELASTAMERIC TYPE 0_1 ALL SIGNS SHALL CONFORM TO "TRAFFIC SIGN SPECIFICATIONS" 5/8" RED HEAD LAG FIN,SH GRADE "TRAFFIC SIGN SPECIFICATIONS11 WHICH MAY BE PURCHASED 'FROM WHICH MAY BE PURCHASED FROM L THE STATE OF CALIFORNIA, FINISH WHICH MAY BE PURCHASED FROM THE STATE OF CALIFORNIA, WATERPROOFING OR DEPARTMENT OF TRANSPORTATION, 1900 ROYAL OAKS DR. SACRAMENTO PED THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION5 APPROVED EQUAL. HOLE DEPARTMENT OF TRANSPORTATION', WATCH STOP 1900 ROYAL OAKS DR. SACRAMENTO, WALK CA. 95815. #4 CONT. 1900 ROYAL OAKS DR. SACRAMENTO, CA. 95815. ONLY CA. 95815. 112" AGGRAGIETE FOR 0 "STOP" SIGN SHALL HAVE WHITE 71 DRAIN HOLE "PED WALK ONLY" SIGN SHALL DRAIN PIPE WALK BIKE LETTERING AND A WHITE LINE AT HAVE LETTERS ON A WHITE EDGE WITH A RED BACKGROUND. IN PLAZA GROUT ALL CELLS SOLID BACKGROUND. CONCRETE SLAB #4 SIGN SHALL HAVE BLACK LETTERING 0.C. "WALK BIKE IN PLAZA" SIGN SHALL 0 WITH YELLOW BACKGROUND. #4 CONT. HAVE BLACK LETTERING ON A GREEN BACKGROUND. 6 95` COMPACTION TRASH RECEPTACLE HOLDOWN DETAIL PLANTER WALL MJ NOTE: ALL JOINTS SHALL BE WELDED 1 112" SQ. -Iv) 606ETUBING AND GROUND SMOOTH FLAT FRAME. MAX. DISTANCE BETWEEN POSTS = 6'-0" *NOTE: TOP A!4D BOTTOM WROUGHT IRON SHALL BE TREATED TH POWDER COATING PRIOR TO SALVAGE TO BE KNUCKLED TYP T APPLICATION: TW CvnIS RUST-0-LIUM PRIMER CCCAAsi TWO PA15 SHERWIN WILLIAMS F1 kT NAMEL 0 0 ALL SIGNS SHALL CONFORM TO 1 5/8' O.D. TOP RAIL t it rt u > "TRAFFIC SIGN SPECIFICATIONS 1 XZX6 REDWOOP ZXj ROL4qH 5AwN WHICH MAY BE PURCHASED FROM z NO. 9 GAUGE, 2' CHAIN LINK STEEL 0, c gE D Woo D> LAY FLAT WIRE MESH - HOT DIPPED GALV. STIA K EF (e .3 6' �ITH,GRZEN-CANVAS BICYCLISTS NOTICE THE STATE OF CALIFORNIA, EXISTING BLOCK WALL 2 7/8" O.D. SCH 40 POSTS: DEPARTMENT OF TRANSPORTATION, p 101-0" O.C. MAX. 5 M . P . H . SPEED LIMIT 1900 ROYAL OAKS DR. SACRAMENTO2' C . 95815. C� 41 7;�;17 WHEN PEDESTRAINS ARE t PROJ�CT Hill= :41 INSTALL ALL FABRIC ONINSIDE OF >1 I" CLM p-x H E ADE f�-DIE 7-Al I.- "BICYCLISTS NOTICE "5 M.P.H." PRESENT CONNECT'2 1/2" SQ. POST TO WALL -4 ..4 11111 1'=4 1i M I I I FINISH GRADE 1/4- BELOW TOP'OF FOOTING AND "10 M.P.H." SHALL BE IN RED, W/ 3/8" X 6" (READI-CHEM) RED HEAD - 6 CONNECTIONS PER POST C� OTHER LETTERING SHALL BE BLACK. Tu FIE 10 M . P . H . MAXIMUM W/ I" LONG SPACERS WHERE IRON BOTTOM RAIL SIGN SHALL HAVE A WHITE BACKGROUND. TOUCHES BLOCK WALL. SPEED LIMIT CONCRETE FOOTING WHERE SHOWN ON PLAN R . C . M . C . SECTION 00 . 00 .000 SOIL CTURAL AND REINFORCING ALL *NOTE: USE 3* O.D. UCTURAL ENGINEER FOR GATE OR END POSTS NOTE: For, CoNC. MOW -KIP L4:t)EE C?uTAtL_ liv INSTAU qOOD HEAll q L SOIL COMPACTION PER SOILS REPORT clRokim sl�>� UP RECOMMENDATIONS TEMP. CHAIN LINK FENCE TUBULAR STEEL FENU WOOD HEADER TEMP I il &I I wi OF CITY DESCRIPTION S DATE APPROVED CITY OF RANCHO CUCAMONGA TERRA VISTA EAST GREENWAY CORRIDOR , CONSTRUCTION DETAILS LEWIS HOMES APPROVED BY D A T E 4 7- CITY ENGINEER RCE No, 2495-lill- :�E SICN RF,- 'MMENDE-- Land Concern, Ltd. 5-76- CP A*N 1750 EAS'f DEERE AVENL;E 7 H­EE T SANTA ANA CA 927015 ro . OF PHONE (714)2%5�0- 4822 -"F -KE,- DRAWi�G NO C E NO N C' "ATE L E MI_1 .=_1%=140i010-olt- TERRA VISTA PARKWAY FFWHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS,STREET LIGHTS,TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR H ETC EN VE N R I TE T R 'C FE AL RE OB WS ITTR HU T S T P [A :RE ENT ROI` So 0 P V SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER Cl CL 0 L I CL CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE MEDIAN OBST UC 10 S S MEDIAN OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL A nj U STM TS S L DJUSTMENTS SH:ALLBE MADE AT NO ADDITIONAL COST TO THE OWNER. THIS PROJECT REQUIRES ONE CALSENSE MOISTURE SENSOR FOR EVERY FOUR (4) IRRIGATION VALVES, E.G. A CALSENSE MODEL 2000-24 STA H I ROJ ECT RE' IGAT� 'U 10 I R N E V S Y 7 T Al", I MOISTURE 4 THE RES P1 FmP PU S OUR (4) IRR REQUIRES 6 MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSOR S LL HALL BE THE RESPONSIBILITY OF THE MANUFACTURER. FOR ST L T 0 INSTALLATION AND PURCHASE INFORMATION CONTACT: RICH MURRAY CALSENSE 2075 CORTE DEL NOGAL, SUITE J LCARLSBAD, CALIFORNIA 92009 (714) 4158-0129 ?-5 57 NOTE: CONTRACTOR TO COORDINATE CONTROLLER PROGRAMMING WITH A CALSENSE REPRESENTATIVE AND A STAFF MEMBER OF THE CITY MAINTENANCE DEPARTMENT. ..... ..... 140TE: THIS IRRIGATION SYSTEM IS BASED E H R:RG A:TN T IS I 1 '0 :M Mo ON A MAXI U F T. PLIED FOR 8 HOURS A _ ( 9. 0: _OOPM 5.00 Ila: UPON A MAXIMUM OF 3" WATER PER WEEK [APPLIED FOR 8 HOURS A NIGHT 6 DAYS A W WEEK. 9:OOPM - 5:00 AIM G26 11 24 Mann= Wow 0 F FOR REFER TO SHEET Iq CONTINUATION Vt 0 of 00 Ife 31, It I DESCRIPTION, OF REVISION DATE CITY ED Z= CITY OF RANCHO CUCAMONGA TERRA VISTA -Room EAST GREENWAY CORRIDOR 1 9 .0" 1 /8 tj IRRIGATION PLAN ,�i3jNA LA "LEWISHOMES ............... APPROVED BY' DATE'. M. Sq.1, 2 � CITY ENGINEER R.C.E. 10. 24953 LIC. NO 178' DESIGN WD'Cb9CHW) LTD. RECO M NDED IAJ Ar- Lm*Wkdr��Mng DAT DRAWN &V&off e Aym SHEET jW,-&ntJ Am� CA 927M (714)2W-W r-ax(M)M-2469 8- -OF 19 CHECKED DRA*ING NO. OF A0. R.C.E. NO- DATE FILE NO SHEET NO. OF (OUIP`MENT TO K INSTALLED AT A 1110IMM 01 24- FROM MY STRUCTURES 02 KARDSWICS- 1. WHEN UNIT IS NEIT TO A STkUCTURl (it. WALL, BUILDING. ETC.) MOUNT TEST COCKS C3 CLEAN BACKFILL SEE SPECS. FOR OPEN OR N00147RUCTURC SIDE r—ROUND C0114C. VALVE BOX III COVER M COWACTION REQUIRED MATERIAL. MARKED liSIATION GATE' ................. PIREVENTO2 ASSMV OCHRISTY" FLI BOX & FLBO LID (OR EQUAL) LINE SIZED BRASS A IN AR 0 1 1 BRASS NIPPLE - TYPICAL (4) MAESI —FINISH GRADE GATE VALVE 3" IN PLANT BEDS CONIC. CIRCULAR VALVE co Pilot Ili000i; BOX, CHRISTY OR EQUAL BRASS 90* ELL - TYP ICAL (2) PLACES NON-PRESSURE LATERAL LIKE*- SCH. 40 SNAKE PIPE IN TRENCH IIIIIIASS NIPPLE %RASS WYE STRAINER WITH 60 PESN FINISH GRADE MOREL SCREEN 0 BRASS UNI SUPPLY LIKE: SCH. 40/CL.315 QUICK COUPLER VALVE* SEE PLAN &"THICK It 12' WIDE CONCRETE PAD SNAKE PIPE IN TRENCH AND LEGEND (LENGTH VARIES PER MANUFACTURER) SLOPE TO DRAIN AT MINI" 21 BRASS NIPPLE9 WATER SOURCE FINISH OAK BRASS GATE VALVE Ill . . 0 WITH BRONZE HANDWHEEL LENGTH AS REQUIRED 4— tit PROVIDE 2a OF CLEAN BACKFILL ,6" MIN. DEPTH CLEAN PEA GRAVEL CC co BRASS STREET ELL* TYPICAL 12" TYPICAL CONTROL WIRES - BUNME AND TAPE fill BRASS NIPPLE TYPICAL (2) PLACES AT 15' O.C. AND INSTALL AWACENT all BRICK STABILIZERs TYPICAL 60 —c"ll 3/4" WASHED CRUSHED AGGREGATE BASE TO PRESSURE SUPPLY LINE BRASS NIPPLE6" MIN. LENGTH C"ACTION 001— 12"z12"i CONCRETE THRUST BLOCKS - TYPICAL (2) PLACES PVC SCH 40 TEE OR ELL SCH I PVC MALE ADAPTORS SCH 40 PVC KALE ADAPTOIRS PVC MAIN LINE TYPICAL (2) PLACES DEPTH AS REOUIRED LINE TO SYSTEMS tqT FLOitill 1. PLACE AGGREGATE PRIOR,TO INSTALLATIM OF VALVE COX. BRASS 90* ELL TYPICAL (2) PLACES Z:5j NOTE 36" MIN. LEGTH #4 REBAR STABILIZER, ATTACH W/TWO (2) 1. PIGTAIL AND LOOP CONTROL WIRE AT 90 0 CHANGES IN DIRECTION. STAINLESS STEEL BANDS QUICK COUPLING VALVE IN TURF AREA REDUCED PRESSURE BACKFLOW PREVENTOR ... TYPICAL TRENCHING .......... VE- 3 or smaller 2 GATE VAL 3 4 ligi W-47 CONC. VALVE 901 j PLASTIC COVER PAI "IRIIIIIIATION ACv" "CHRISTIs B9 101 j FL9D L10 TO S"INK112 - ANGLE PIPt TO "STRONG BOX" #SB 24-CR/120Y. SlIPICIFIED KPIN WITH 4S* Ell ELECTRIC METER SCH 40 PVC NALI AWTOR COLOR CODED MAP FOR VALVE LOCATION LNSIDE (PER. SPEC'S.) SCH 00 PVC IN ION WALL MOUNT CONTROLLER - Russ NIPPLE MOUNT WITHIN ENCLOSURE. CONNECTORS L _j 120 VOLT WIRE IN RIGID STEEL RAIII DIPLD33 DLRCWITU YELLOW STRUCTURE OR 10 IN LAWN AAW CONDUIT (PER LOCAL CODE) RUDDER C" SUPPLY ONE KEY HARDSICAPING 30 IN PLANT U67S ELECTRIC CONTROL VAII ON-OFF SWITCH AND 110 VOLT PER 12 QCV'S INCLUDINIC KOS& EXTERIOR OUTLET-JU BE PROVIDEDBY SWIVELS. FINISH GRAI CONTRACTOR. FINISH GRADE - INSTALL IN--1 LOCK NUT PLANTER BED ONLY L Is" maximum COMMON WIRE/CONTROL WIRES IN 3" FINISH SCH. 80 PVC CONDUIT PIS TAT,L EXPANSION GILADE X 3' X 4" CONCRETE FOOTING ABOVE LOOP (141N. 24" LONG) 2 OYER END OF WIRES ell INSTALL A MINIMUM Of 3 BASESOCKET SLIP X I r`b GRADE AND SLOPE TOP TO DRAEN 8RASS ANGLE GLOU AT A MINIMUM OF 2% 1: VALVE W/UNIOR STEP I 2131 T BURIAL WIRING TO F LOW UF 14 DIREC STAINLESS STEEL z luss NIPPLE VALVESi BUNDLE AND TAPE EVERY STRIP WIRES APPROX# 5/80 FROM ENOS-TWIST TOGETHE BRASS NIPPLE SCREW CLAMP I - LL BRASS 900 ELL 15 FT. D.C. ENSTALL WITHIN MAIN APPLY SEALER TO OUTSIDE OF SEALING PLUG MINIMUM t3) PLACES CD BRASS I STREET ELL 3/40 WASHED CAMED LINE TRENCH. CAVITY WITH SEALER BRASS NIPPLE - 6" LOK_ AGGREGATE 04 RZBAR STAVE BRASS 90* STRIET ELL (24" LONG) STEP 2 SCH 80 PVC NIPPLE NOTES LPU -CRIMP SLEEVII ft�_CONTOOL J COPKN WIRES 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONSIll PER LOCAL CODES T CRIMP SLEEYE OYER WIRE ENOS OFF EXCESS WIRE LOCATION TO BE APPROVED IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTIO AND CUT L semi-gloss enamel color per city/�tzgo,,w Ill PULL BASE SOCKET Or_R ENO AS FAR AS POSSIBILE FINISH. 2 COAT's"Antique White 2. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED 14 COLOR. SCH 40 FVC SxSxT TIE PRESSURE SUPPLY L114E ER AND REMOTE CONTROL VALVE. STEP 3 3. NO SPLICES SHALL BE MADE BETWEEN CONTROLL CONTROL LLPUSH* SEALING PLUG INTO BASE SOCKET WTE: 4. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERIAI SEQUESCE OF REMOTE k_M — VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. 1. INSTALL ComTkot VALVES A NlNtKM Of 12- F" STRUCTAES OR KilikknWING. SEQUENCE SHOWN ON DETAIL IS tOR REFERENCE ONLY - SEE IRRICATION PLAN FOR PUSH WIRES TO END OF BASE SOCKET TO A UR MPLETE SEALING OF CONnECTION Co T VALVt SEQUENCE. CORREC 2. INSTALL VALVES IN PLA110 IEDS WHEREVER POSSIRLE NEXT TO SIDEWALKS. 5. RUN ONE EXTRA WIRE (COLORi ORANCE) TO FARTHEST RCV FOR FUTURE USE. 9—_:WF�w L 3. PLACE VALVE 101 AT IIIIIGHT ANi TO STRUCTURES OR KAJDSCAPING. STEP 4 PRESSURE SUPPLY 4. PLACE AWEGATE PRIOR TO INSTALLATION Of VALVE 001. -TITE WIRE C01INECTOR LINZ PITTING RAINSIRD SNAP PRESSURE SUPPLY LIIM 5. ATTACH "OVIST74 VALVE IDCXTIFICATION TAG WITH APPROPRIATE COKTROLLER AND VALVE NLMR 0 TO CCNTKX WIFI. REMOTE CONTROL VALVE WITH WIRE CONNECTOR 7 AUTOMATIC CONTROLLER. QUICK COUPLING VALVE WITH METAL STAKE SHUT-OFF VALVE 8 UNION/ MASTER VALVE 6 5 8 iii I inlim ii 110 GENERAL NOTES ANY EDUIPMENT AS SHOWN ON P 0 WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR. IN THE 0 THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE CITY DO NOT WILLFULLY INSTALL LANS WHEN IT IS (1) YEAR. ANY DEFECTIVE EQUIPMENT. MATERIALS OR POOR WORi�,MANSHIP DESCRIPTION OF REVISION DATE ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING I APPROY"ED' OBV I OUS I N THE F I ELD THAT UN� NOWN COND 1 T I ONS EX I ST THAT WERE NOT PRESENCE OF THE CITY"i AUTHORIZED REPRESENTATIVE SHALL PERPORM A SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO OR RELATING TO ANY PORTION OF THIS WORK. ARE HEREBY INCORPORATED INTO EVIDENT AT THE TIME THESE PLANS WERE PREFARED. ANY SUCH CONDITIONS COVERAGE TEST TO ENSURE I.T IS COMPLETE AND ADEQUATE. THE CONTRACTOR ADDITIONAL COST TO THE C4TY. AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL SHALL BE BROUGHT TO THE ATTENTION OF THE CITY8S AUTHORIZED SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT BE CARRIED OUT BY THE CONTRACTOR. REPRESENTAT IVES PRIOR TO ANY WOR�� OR THE IRRIGATION CON-RAE-TO P S�-1 AL L ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. 0 THE IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF CITY OF RANCHO CUCAMONGA—, 2. THE CONTRACTOR SHAI-L VERIFY THE LOCATIONS OF ALL EXISTING ASSUME ALL RESPONSIBILITY FO�: ANY FIELD CHANGES DEEMED NECESSARY BY 0 THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION ONE HUNDRED EIGHTY (180) DAYS AND SHALL WATER ON A REGULAR BASIS. UTICITIES. STRUCTURES. AND SERVICES BEFORE COMMENCING WORK. THE THE G4TY_ ' OF ON-SITE INSPECTIONS TERRA VISTA LOCATIONS OF UTILITIES, STRUCTURES AND. SERVICES SHOWN IN THESE PLANS 0 INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SPECIFLCAT IONS. ,I TO BE SCHEDULED AT THE FOLLOWING , ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY AND STAGES OF INSTALLATION: EAST GREENWAY CORRIDOR ACTUAL FIELD CONDITIONS S"HALL BE REPORTED TO THECITY OR LANDSCAPE COUNTY REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. ARCHITECT. 0 INITIAL PRE-JOB MEETING WITH THE CITY, AND LANDSCAPE ARCHITECT. 0 THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTOR THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO 0 CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO WORK OF THIS 0 PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL OF THE CFI AUTHORIZED REPRESENTATIVE MIGATION DETALS REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION.NG SECTION. TRENCHES. CONTRACTOR SHALL REPAIR. AT HIS OWN EXPENSE. ALL DAMAGE RESULTI TO BE PROVIDED BY OTHERS TO THE LEWIS HOMES FROM HIS OPERATIONS OR NEGLIGENCE. 0 COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANT INSTALLATION. 0 117 VOLT ELECTRICAL POWER SOURCE 0 THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN LOCATION FOR THE AUTOMATIC CONTROLLER. IRRIGATION CONTRACTOR TO BE DATE % LA APPROVED BY 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/OR AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER THE 0 FINAL WALK-THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED FOR RESPONSIBLE FOR FINAL CONNECTION TO EQUIPMENT. ARCHITECTURAL PLANS BEFORE BEGINNING WORK. MINUTE 'IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY JOB COMPLETION AND EXECUTION OF III PER THE Q[TY ENGINEER RCE lqo� 249-53 TO THE START OF VERIFICATION OF A AVAILABLE WATER PRESSURE ON THE SITE PRIOR PLANS AND SPECIFICATIONS. 0 ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER REC OMMENDED 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO INSTALLATION. UF #14 DIRECT BURIAL TYPE. USE BLACK INSULATED WIRE FOR PILOT AND DESIGN. UPON THE COMPLETION OF INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE S-4i PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 0 THE CONTRACTOR SHALL PROVIDE TO THE CITY . WHITE FOR COMMON. N 0. 1 Land Coricern. Ltd. 'AS BUILT' DRAWINGS, WHICH SHALL BE PIPING WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 05 FEET 1750 EAST DEERE AVENUE SHEET THE JOB. A SET OF REPRODUCIBLE 01- THE� PIPE RUN Cr C11) PROVIDE TWO EXTRA PILOT WIRES TO THE END r 5. CONTRACTOR SHALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES. AND RELATED 0 THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WoRt: TO BE INTERVALS. 1-4 VERIFIED FOR ACCURACY AT THE TIME OF THE FINAL JOB WALK-THROLIGH. DRAWN AUTHORIZED REPRESENTATIVE. INSPECTED, TESTED AND APPROVED BY THE IN'TWO DIRECTIONS FROM THE CONTROLLER. COIL THE' LAST 2 FEET OF THE DAT SANTA ANA CA 92705 EXPENSESt WITH THE CITY'S COVERED UNTIL IT HAS BEEN WIRE AND LEAVE IN VALVE BOX. t A d d Pagano PFK)NE (710250- 4822 OF IS A�UTHORIZED REPRESENT AT I VE. A REDUCED IRRIGATION PLAN INDICATJNG ALL SYSTEMS-AND THEIR 7 %.f si'l CHECKED DRAWING NO IRRIGATION NOTES APPROPRIATE SEQUENCED VALVES SHALL BE LAMINArTED IN MYLAR AND MOUNTED IRRIGATION CONSULTANT lot WEST Foil ITREET RCE NO— GANTA AKA CALIFON"$2701 0 THIS DESIGN IS DIAGRAMMATIC. 'ALL EQUIPMENT SHOWN IN PAVED AREAS Is ON THE INSIDE COVER OF THE IRRIGATION CONTROLLERS. NOTES CONTINUE * OF CAO 0 f DATE FILE NO— 3 FOR DESIGN CLARIFICATION GNLY AND IS TO BE INSTALLED WITHIN PLANTING (714)936-2393 AREAS AS NECESSARY. --------­­-- --------_- ------- NOTE: NOTE: 1. LOCATE HEAD&" FROM WA'�_KS, CURBS, HAROSCAPING, MOW STRIP, HEADER BOARD, AND 1. ,LOCATE HEAD 6'- FROM WALKS, CURBS, HARDSCAPING. MOW STRIP, HEADER BOARD, AND EDGE Of LAWN. 1/2* ABOVE FINISH GRADE EDGE OF LAWN. .",��TO, EXISYING TEMPORARY WATER METER' HI-POP SHRUB HEAD 2. *LOCATE HEAD 6" FROM ALL STRUCTURES. 2. LOCATE HEAD 12" FROM ALL STRUCTURES. 3. USE TEFLON TAPE ON ALL MALE THREADS. FINISH GRADE 3. USE TEFLON TAPE ON ALL KALE THREADS. 4. INSTALL HEADS WITH INTERNAL CHECK VALVE AND/OR PRESSURE COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. POP-UP TURF ROTOR F H N PCP-UP TURF HEAD I" IN SOO 11211 TN FINISH GRADE SOD I" IN SEED IN ISH GRADE �CLIT AND CAP EXISTING MAIN LINE REMOVE EXISTING CAP ilk 12" MAX. ilk NEW SLIP CUUPLER NON-PRESSURE LATERAL LINE I FITTING MARLEX 90* STREET ELL SCH 80 PVC N IPPLE KARLEX 90* STREET ELL SCH 80 PVC NIPPLE 4— MARLEX 900 STREET ELL (MINIMUM W LONG) (MINIMUM 4" LONG) SCH 80 PVC NIPPLE SCH 80 PVCN IPPLE SCH 40 PVC TxT 90* ELL TYPICAL (2) PLACES SCH 40 PVC TxT 90* ELL TEMPORARY METER TO BE ABANDONED (15" LONG) SCH 40 PVC 90* STREET ELL TEMPORARY BACKFLOW DEVICE TO BE GIVEN TO CITY. WLEX 9-0*- STREET ELL SCH 90 PVC NIPPLE - TYPICAL (2) PLACES NON-PRESSURE LATERAL LINE "& FITTING ANTI-DRAIN VALVE AS REQUIRED AXTI-DRAIN VALVE AS REQUIRED MARLEX 90* ELL NOTE: MARLEX 900 STREET ELL CUT EXIST TEMPORARY MAINLINE AND 1. LOCATE HEAD do FROM WALKS, CURBS, HARDSCAPING, MOW STRIP* HEADER BOARD, AND NON-PRESSURE LATERAL LIKE & FITTING CAP AS PER DETAIL EDGE OF I-kiM. REMOVE EXISTING CAP AND CONNECT CORRIDOR 2. LOCATE STREM SPRAYS 6s FROM ALL STRUCTURES, AND SPRAY HEADS 12 go FROM ALL STRUCTURES IN SHRUB AREAS BUT 6* FROM ALL STRUCTURES IN GROUND COVER AREAS. MAINLINE W/SLIP X SLIP COUPLING. 3. USE TEFLO3 TOE ON ALL MALE THREADS. POP-UP TURF SPRAY HEAD POP-UP TURF ROTOR TEMPORARY WATER CONNECTION Hl - POP . SHRUB SPRAY 10 9 HARDSCAPING 0� $L Oft It His E_ P-1 $L 'SNAP-TITE' ELECTRICAL VIN TURF AREAS CONNECTORS JUMBO, PONC. VALVE BOX 2" IN SHRUB AREAS WITH 2-6* EXTENSIONS AND FINISH GRADE LOCKING COVER. BY AMETEK FINISH GRADE OR EQUAL. VALVES COMMON WIRE-- UF14 —CLEAN BACKFILL SEE SPECS. FOR COMMON WIRE— SENSOR MATERIALl 90% COMPACTIOli REQUIRED EXTENSION 4" 'IF" CONTROLLE so * 0 ---- I I I CONTROL WATER-PROOF -CONTROL WIRE JUMBO BOX CONTROL VALVE CONNECTIONS 3" "G" CONTROLLER 0 BURY WITHIN SAND WIRES ROOT SYSTEM BLAC RED iO PIPE DIAMETERS DIAMETERS CALSENSE NON-PRESSURE LATERAL LINE SLEEVE MAX 30� MAX 30 ANY LENGTH SIZE TWICE DIAMETER OF NON-PRESSURE I eA F L 0 LAJ LATERAL LINE 14 AWG WIRE TO SENSOR WATER FLOW IN MAINLINE 3_COHTROL WIRE SLEEVE - SIZE PER PLAN INSTALL ADJACENT TO PRESSWRE .SUPPLY LINE �.14 *W Stnior 2:'(G) 2!'(G) EXTENSI13N lRESSURE SUPPLY LINE SLEEVE - SIZE TWICE DIAMETER OF PRESSJRE SUPPLY MASTER FLOW BACK-FLOW WATER 6" TYPICAL LINE VALVE SENSOR PREVENTER ME:TERA 61, MIN. 4 PEA GRAVEL "G" CONTROLLER - --- -- '" II a �0 p DRAIN SUMP` HARDIE 2J_ 'WILKINS �75\ 2 0 *e-ff6 NOTE: 2 MAX 60 1. ALL SLEEVES TO BE SCH 40 PVC. 'IF" CONTROLLER CALSEW 61. It 2. EXTEND ALL SLEEVES 121f BEYOND .EDGE OF WDSCAPING AT BOTIIXNDS. CALSENSE RENDITION OF TYPICAL TYPICAL SLEEVING CONTROLLER INSTALLATION CALSENSE SENSOR INSTALLATION...... ALSENSE FLOW SENSOR INSTALLATION 3 01AGRAMMATIC _2�!_L� PIAGRAWIMAE��N�L , DIAGKAMMA"Tic ONLI 1! JMMJEMENEE�i 1 A \ji3j�IRIA LA DESCRIPTION OF REVISION DATE CITY NOTES CONTINUE.- APPROVTO M. Sq CITY OF RANCHO CUCAMONGA • PROVIDE A MINIMUM OF 18" OF COVER OVER ALL PRESSURE MAINLINE PIPE 0 ALL SPRAY HEADS ADJACENT TO SIDEWALK'S. CURBS. DRIVEWAYS. OR OTHER C. No. I -PRESSURE LATERAL L T NE. TRENCH HARDSCAPE SURFACES SHALL BE INSTALLED ON AN APPROPRIATE POP-UP BODY C_:) AND 12" MINIMUM OF COVER OVER ALL NON rn BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION AS SPECIFIED ON THE LEBEND AND SET FLUSH WITH THE FINISH GRADE. E TERRA VISTA PIPE OR EQUIPMENT, IN THE EVENT OF BACKFILL SETTLEMENT. CONTRACTOR SHALL PERFORM REQUIRLD REPAIRS AT HIS OWN EXP�ENSE. 0 INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF 'EAST GREENWAY CORRIDIOR % RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE • ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN A PVC SCHED. 40 SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVE FLOW OF C SLEEVE WITH 36" KINIMUM OF COVER. SLEEVE LOCATIONS TO BE AS SHOWN CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. ON PLANS AND INSTALLED PER DETAIL. 1 0 PRIOR TO BACKFILLING IRRIGATION TRENCHES- 91RIGATION DETALS • ALL GUICK COUPLER VALVES ARE TO BE INSTALLE[� IN SHRUB OR GROUNDCOVER o ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT LEWIS HOMES AREAS WHENEVER POSSIBL& AND WITHIN 18" OF THE HARDSCAPE. ALL QUICI;., 150 PSI FOR A PERIOD OF SIX HOURS. ANY LEAKS FOUND SHALL BE APPROVED BY DAT E COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN AN 8" DIAMETER GREEN PLASTIC VALVE BOX. CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING CITY ENGINEER RC E, No� 2 49 5 3- : NEW MATERIAL IN ITS PLACE. O� ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIPE SHALL BE DESIGN REC�"MMENDED MADE WITH A PVC THREADED COUPLING. ALL THREABED ADAPTERS AND ? COUPLINGS ARE TO BE '.DURA' DEEP SOCKET TYPE. Land Concern. Ltd. �5__(0�_ / %-0 EAST DEERE AVENUE SHEET 0 CONTRACTOR TO INST9LL ,AN APPROVED ANTI-DRAINAGE DEVICE FOR ALL LOW OPAWN 75j HEADS TO PREVENT LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION. dd Pagano SANTA ANA CA 92705 10 OF 19 IRRIC;ATiON CONSULTANT PHONE (714)2%rw:0- 4822 100 WEST FOUM STREET CHECKED DRAWING NO SAKTA AMA CALFORNIA 02701 R C E NO (714)635-2363 DATE FILE NO I I I . I I I I I � . ___ I ______ - � __._______._______._-__ - - A j I � . � � I � SPRINKLER IRRIGATION SPECIFICATIONS , P&RT I_- N AL LLIR- I I I ry to furnish and i a'different color shall be used to indicate the area of system has been d on the Drawings, use red brass screwed pipe 1'. Refer to Irrigation Plans for sizes and types of QU U chart shall be hermetically miscellaneous ir o pieces of plastic, each piece being a be red ' brass conforming ous Irrigation equipment shall be a specified I Specification #W 1. Install the sprinkler heads as designated on the Drawings. all be completed and approved prior to final I � . RAJRL1____E_XEM1DN 2. Spacing of heads shall not exceed the maximum indicated on - d 1 articles used in this contract furnish directions covering points 2. 1. Prepare and deliver to the City of Rancho Cucamonga within - . C'. Ordinances and ten calendar days prior to completion of construction, two ' and rules and regulations governing or relating to any portion of hard cover binders with thrce rings containing the following 1. All scaled dimensions are approximate. The Contractor shall this work are hereby incorporated into and made a part of these ll size dimensions and receive City of The Ci ty reserves the right to make temporary repairs as necessary to Specifications, and their provisions shall be carried out by the s approval prior to proceeding with work The ions shal.] .not a. Indck sheet stating Contractor's address and telephone exercise of this r l � I - number, list of equipment with name and addresses of regulations or requirements of the same. Howeve 1. Gate valves 3" and smaller shall be 125 lb. SWP bronze gate ing and working near existing specified. � valve with screw-in bonnet, nonrising stem and solid wedge utilities. Contractor shall be responsible for damages to I disc. utilities which are caused by his ope-rations or neglect- ilities drawings for existing utility I or larger size tha e 1 2. Gate valves 3" and smaller shall have threaded ends and shall jacent to existing trees, the - I regulations, the provisions of these Specifications and Drawings c� Contractor shall use all possible care to avoid injury to trees and tree roots, Excavation in areas where two (2) inch and larger roots nce instruction on all 3. Gate valves 3" and smaller shall be similar to those pipe, so there shall be hQ interference with utilities or s two (2) inches and larger in I other construction or difficulty in planting trees, shrubs, diameter, except directly in the path of pipe or conduit, shall be the sc;rle of the Drawings, it is not possible to tunneled under and shall be heavily wrapped with burlap, to prevent s indicate all offsets, fittings, sleeves, etc. which may be s maintenance personnel with instructions 4. The Contractor.-shall carefully check all grades to satisfy t m I required. The Contractor shall carefully investigate the G. Quick Coupling Valves: Quick coupling valves shall have a brass himself that he may safely proceed before starting work on the trench adjacent to the tree shall be hand trimmed, making clean str6ctural and finished conditions affecting all of his work cuts through, Roots one (1) inch and larger in diameter shall be and plan his work a of Rancho Cucamonga 'at the conclusion of the project that painted with twQ coats of Tree Seal, or equal, Trenches adjacent to mm . d p avoid conflicts between the irrigation system, planting, and - I I. Prior to installation, the Contractor shall stake out all U a, Two (2) sets of special tools required for removing, location of sprinkler disassembling and adjusting each type of sprinkler and heads. * 2. All layout shall be approved by City of Rancho Cucamonga shall flush and adjust all sprinkler heads for ence and to* preven 3� The Contractor shall not wil e irrigation o g7a6 bronzed screwed body with 60 mesh monel screen and shall be . I system as shown on the Drawings when it is obvious in the valves. I � w ldings a� much as Possible, I field that obstructions, grade differences or discrepancies 2� if 1�t is de terml ned that adiustmen'.� in �h c irrigation C. 4 in area dimensions exist that might not have been considered and the backflow preventer shall be installed as required by 1. Irrigation system shall be connected to water supply points m ore adequate coverage, the in engineering. - Such obstructions or differences should be r d. One (1) quick coupler key and matching hose swivel for ,ontractor shall make such adjustme the event this notification is not performed, the Contractor governi ng body as to materi al type and installation ges in nozzle size's and all be made at approximate locations as shown 1 2. The above mentioned equipment shall be turned over to the I 3� Lowering raised sprinkler heads by the Contractor shall be City at the conclu 3ccomplished within ten (10) days after notification by the I observation can occur, evidence that the Owner has received City 1. Swing check valves 2" and smaller shall be 200 pound H.O.G. ' � nstruction with replaceable compo 4. Ali %t,i'1r,K*'er 'h.eads shall be set perpendicular to finished I 1. The Contractor shal I furnish the articles,, equipment, to electrical poi I R rubber disc and shall meet or exceed Federal Specification ,rv-,,o� wriess :� The Contractor is cautioned to L, , ka4, 6ir6 EfA-CP-PRS valves will be set per manufacturers ves shall be of heavy duty virgin PVC all be made at approximate locations as shown a lateral operates at design construction with F.I.P. thread inlet and outlet. Internal on the Drawings. Contractor is responsible for minor changes � it to undue bending or concentrated external load at any point. valve shall be field adjustable against drawout from model number and description of all materials and equipment Any section of pipe that has been dented or damaged will be feet of head. Anti-drain valve shall be si mi lar to the to be used. Although manufacturer and other information may discarded and, if Valcon "ADV" or approved equal. 1, be different, the following is a gu.ide to proper submittal Autl,-jrized Representative In writing at least 48 hours in I I� Dig trenches straight and support pipe continuously on bottom adv,,.,,ce oftesting. LtkM N�2� 021; r r N � � ' -11 lines under hydrostatic pressure, of 150 _��� !��� EQ�j� or wishes to subst 1. Except as noted otherwise, connections between the automatic shall follow layout indicated on Drawings and as noted. 2, Test a pressure controllers and the electric control valves shall be made t . I Febco 825Y I Specifications, he may do so by providing the following with direct burial copper wire AHG-U.F. 600 volt, Control 2� Provide for a minimum of twenty-four (24) inches cover for 1 2 wiring Installed in control wire conduit withi n structure pressure mainlines 3" and larger. shall be made with AHG-TW solid copper wire. Pilot wires Note: 3 v Nibco T-113 1. Provide a statement indicating trie reason for making the shal I be a di fferent col or wi re for each automatic 3� Provide- for a minimum of eighteen (18) inches cover for all 1 4 Etc. Etc. Etc. te with a .different � . l r paved areas shall be tested under accordance with valve manufacturer's specifications and wire 4. Provide for a minimum cover of twelve (12) inches for all sure of 150 pounds Irrigation submittal must be specific and complete. All ptive catalog lit lines. items must be listed and should include solvent/primer, wire, wire etc. No copies of 2. Hiring shall occupy the same trench and shall be installed 4. Sustain pressure in lines for not less than six (6) hours. te as pressure supply or lateral lines 5. Provide for a minimum cover of eighteen (18) inches for all � � 1 may submit substitutions for equipment and l -have the sole responsibility in 3. Where more than one (1) wire is placed in a trench, the 5� All hydrostatic tests shall be made only in the presence of materials listed on the Drawings by following procedures as accepting or rejecting any substituted item as an approved equal wiring shall be ta l ga. No 1. The trenches shall not be backfilled until all required tests pipe shall be backfilled until it has been observed, tested Specifications. are hes shall be carefully backfilled with 4� Equipment or materials installed 'or furnished without prior each wire connection, Expansion curl shall be of sufficient the excavated materials approved for backfilling, consisting I length at each splice connection at each electric control 6, Furr-Asl� ­..cessary force pump and all other rest equipment the Contractor required to remove such materials from the valve, so that in case of repair, the valve bonnet may be I materials, free from large clods of shall be mechanically compacted in landscaped areas to a dry 7� "I'01 tflt- em is cunnpleteo, pvitorm a ccver,:�v accordance with the attached form. The General Conditions and wires. Control wi test in the presence of the City of Rancho Cucamonga, to areas. Backfill will conform to ad"acent grades without 11 Supplementary Conditions of these Specifications shall be filed J rface irregularities. of the Drawings and Specifications 5� All splices shall be made with Scotch-Lok #3576 Connector work required to c s B� A copy of the Guarantee form shall be Ancl-uded in the operations 2. A fine granular material backfilI will be initially placed on all lines. No foreign matter larger than one-half (112) inch cated on the Drawings when it is� obviously in size will be permitted in the initial backfill. out bringing this to the attention of the I his liability under the guarantee. Such warranties s City of Rancho Cucamonga, This test shall be accomplished � t oval of 3, Flooding of trenches will be permitted only with approval of 8, Record Drawings: 4 n o .. If s ettl ement He hereby guarantee that the irrigation system we have furnished valves, sprinkler heads, lawn or planting, or other I ree from defects in materials and workmanship, construction are necessary, the Contractor shall make all and the work has been completed in accordance with the Drawings I and Specifications, ordinary wear and tear and unusual abuse, or A. The entire Irrigation system shall , and kinds of equipment. Prints for these neglect excepted. He agree to repair or replace any defects In ays prior,to any p cost. This set of drawings shall be kept on the site and year from date of acceptance and also to repair or replace any ncrete from the repairing or replacing of such defects te, will be installed shall be backfilled with sand at no additional c electrical power to the automatic controller location shall (a layer six (6) inches below the pipe and three [31 inches . ,, shall allso serve as work progress sheets and be furnished by others. The final electrical hook-up shall above the pipe) and compacted in layers to 95% compaction, m ,_ drawings shall be available at all times after receipt of written notice. In the event of our failure to m � ­_ make such repairs or replacements within a reasonable time after made as ,each portion of work progresses. Refuse and I existing adjacent undisturbed soil and shall be left in a � the City of Rancho Cucamonga. Should the record blue line id repairs or replacements made at our expense firm unyielding condit;on. l be left flush be broomed or washed down, and any damage sustained on the work of I 1. All electric control valves shall be the same size and type with the adjoining grade. The Contractor shall set in place. I not be up-to-date at the time of any observation (refer to � cap and pressure test all piping under paving prior to the I I I Section 3.10 - Inspection Schedule), it will be assumed no leted and the Contractor will be assessed 2. All electric control valves shal I have a manual flow the cost of that site visit at the current billing rate of ng under existing walks is done b jacki ng. No other observations shall the City of Rancho Cucamonga. LOCATION: y T h system in its entirety for the - breaking of sidewalks and/or concrete is necessary, it shall City of Rancho Cucamonga at time of the Final Observation. Any tall one control valve box for each electric be done and replaced by the Contractor as a part of the be reworked to the complete satisfaction of the City of Rancho 3. The Contractor shall make neat and legible notations on the contract cost. Permission to cut or break sidewalks and/or record drawing progress sheets daily as the work proceeds concrete shall be obtained from the City of Rancho I showing the work a d � under shall show evidence to the City of Rancho Cucamonga match the pla'n, the Contractor must indicate that equipment PHONE: � 1. Use 8 112" I�D. x 11 3/4" round concrete valve boy with has been relocated in a graphic manner so as to match the Fibrelyte lid for all gate valves. Extension sleeve from m drawings, and equipment as required before Final Observation can original symbols as indicated in the irrigation legend. The ELRLI - PRQ= occur I relocated equipment and dimensions will then be transferred ____ a"I be similar to Christy "FB Box" valve all pressure and non-pressure pi pi ng installed under 3.10 OBSERVATION SCHEDULE box with Christy 11FL8D" lid or approved equal. � I h 4 Before the date of the final observation, the Contractor 114- concrete ,r2 A, Cor.tractc�r shall oe responsible for notifying the City of Rancho I A. General: Use only new materials of brands and types noted on lid "'or all electrl,, control valves. Valve boy sha I I be n Drawings, specif Simi!'a- �:o Christy -'B9 Box" with. Christy "FL9D' lic! or o prints to a sepia mylar or similar mylar material procured I. Routing of sprinkler Irrigation lines as indicated on the ' from the City of Rancho Cucamonga. All work shall be in Install lines .. (and various 1, Pr 3. Inst&,! z,ach remote control va�ve in a separate valve oox. assemblies) in such a manner as to conform with the details es 2" and larger, shall be .1, 2'� be similar to those manufactured by Rapidograph, Kueffell & 211 tall *�etters. Branding uri t avail able from Hydroscape 1�-X F3 I . iple assemblies in Ill astic lines. Provide 2. Class 315 pipe shall be made from an NSF approved Type I, d Section C). The original mylar "rec � ASTM resin specification N Sprinkler Heads: a. Cuntrol wire installation - 48 hours d herein in accordance with d d. Pagano ation PS-22-70, with an appropriate standard 1. All sprinkler heads shall be of the same size, type, and re I Specification pe IRRIGATION CONSULTANT 5� The Contractor shall dimension from two (2) permanent points o h best or road radius) of throw, pressure, and discharge as shown on the standard practice with prior approval of the City of Rancho 6 100 WEST FOLWrM 8TREET 1-112" and smaller shall SANTA ANA CALIFORNIA 92701 t m ' 7� (714)836-2353 a. 4. Schedule 40 pipe shall be made from NSF approved Type I, 4� PVC pipe and fittings shall be thoroughly cleaned of dirt, ons have been conducted by other than the City of -_ Grade I PVC compound conforming to ASTM resin specification I Rancho Cucamonga. show evidence in writing of when and by whom � ethods shall be as recommended by the pipe . I � e� without "As-Built" record . - S. On PVC to metal connections, the Contractor shall work the drawings. In the event the 'Contractor calls for a site visit ol,RNIA L.4 CITY Teflon tape or app without "As-Built" record drawings, without completing previously DESCRIPTION OF REVISION D A T E APPROVED � I 5. All sprinkler heads of the same type shall be of the same me : tal Joints. Light wrench pressure is all . I that is required. a es per hour portal to portal . 0 . Identi fication Tags required, use threaded PVC adapters into which the pipe may f. Routing of control wiring and locations of all splice I I (plus transportation costs) for inconvenience. No further site CZ a: CITY OF RANCHO CUCAMONGA I visits will be scheduled until this charge has been paid and . = I [_ :::: - - - boxes. I . La UC. No.�12 0- 1. I.D. tags for electric control valves shall be manufactured __4 1 from Polyurethane Behr Desopan. Use Christy's standard tag cc 0 .ww rn 7 a. twelve (12) Inche C11:11 hot stamped with, black letters on yellow background, Tags trades, Parallel lines shall not be installed directly over one JOL VAT 1 M4 C. to match programmi -_ . TERRA VISTA I I 1� . EAST GREENWAY CORRIDOR 2. Special order tags from T. Christy Enterprises, 1211 Struck . ructions. Remo-'r, control valves 11 1 8. All fittings shall bear the manufacturer's name or trademark, numerical secon --- ",_.-- - Contractor,shall deliver the corrected and completed sepias tion, size, applicable I.P.S. schedule and I 1� size and type shown on the ORRIGATION SPECIFICATIONS not relieve the Contractor of the responsibility of I G, High Voltage Hiring for Automatic Coni 11 be rom the � I prints . 'i, 120 volt power connection to the automatic controller shall LEWIS HOMES I 0 ­wftWw 2. All electrical work shall conform to local codes, ordinances, APPROVED BY.' li I $ DATE-9-opf'-?Z- - ' :1, IAI,P, 1. As-built drawings shall be approved by the City of Rancho Z. Non-pressure lateral line piping installed under paved areas ided with and On/Off I andunion authorities having jurisdiction :6J � I f 953 I switch, and 117 volt receptacle. Metal conduit shall run CITY ENGINEER11"111 � from the 117 volt supply to the controller housing. All 3. Pipe shall be made from NSF approved, Type I. Grade II PVC o I 1� Install where shown on the Drawings. lqhen grouped together, I DESIGN D - ' compound conforming to ASTM resin specification D1784. All I MC Land Concern, Ltd. 1 �3. The chart shall show the area controlled by the automatic pipe must meet requirements set forth in Federal 1 4. A terminal strip shall be provided. clearly indicating the allow at least twelve (12) inches between valves. Instal I t - 5--6-7191 I Specification PS-22-70 with an app dimension l . N door will-allow. ratio. I � DRAWN 1750 EAST DEERE AVENUE SHEET 4. Except as noted in paragraphs ,I, 2 and 3 of section 2.01B, " I 1, After all now sprinkler pipe lines � LP SAWA ANA CA 92705 1 1 1 - system. However. in the event the controller sequence is and risers are in place .;.;-OF I 9 . I fittings shall be an d connected, all necessary diversion work has been I PHONE (714)250-4822, - , -I e that will be. readable when reduced. line pipe and fitt ­�,-,,,pleted. and prior to installation of sprinkler heads, the DRAWING NO I . Specifications. I c­�trol valves shall be opened and full head of water �!cpd t(-� . R.0 E NO- � -, "I u�h out the system� . � � . D.D. PAGANO � I 1 3 _L I - - - DATE FILE NO- -/9- . --.,C-- - ZIZZMZMZ%��_- __ I - -------------------------------- --I L���������������� � � . �� I � I � . . I , I VINE LEGEND .5 m 115� 0-.11 61-ssa5 VIHE TRACT 13303 ............ ce? uOTEeREFER TO MET 1+ F HARDY AVE , I DtgA S TI F N T Owl K HALL APPROVED BY THE CITY INSPECTOR# LzL Milli I'm PA -? 11 -\,# elk PLANTING LEGEND cc C,,4 ESP. ESPALIERED A,� 01 GAL. GALLON CONTAINER G.C. GROUND COVER 0 NOW Z 5, HT. HEIGHT Wi EEO LIMI OR L.A. LANDSCAPE ARCHITECT ITIOA L.C. LANDSCAPE CONTRACTOR w ... . ........ MIN. MINIMUM U-1 .J X Now M.T. MULTI-TRUNKED cl) O.C. ON CENTER RWD. REDWOOD w S.L.A. SELECTED BY L.A. w SPEC. SPECIMEN ....................... ...................... .. ... SP. SPREAD uj 'FA mom .............. p PLANTING KEY w =5 (c) SEE PLANT LIST OR LEGEND z �w= LT now o= 2-2A' SIZE OF PLANT MATERIAL -omm 6-1 om GALLON OR BOX SIZE sm ow om mom OUANTITY OF PLANT MATERIAL 0= sm D NOTES a-30'-O" will iffiffil; iffillpili impi Iiiii, NOTE: GROUND COVER LEGEND ALL TREES WHOSE TRUNKS ARE LESS S AREAS AS DESIGRATED ON THE PLANS SHALI ALL TUlRFUAS NvolmossEDED AS MLM400 THAN 5 L.F. FROM WALLS CURBS OR ITH HARDSCAPE SHALL BE PLANTEDW 2. PREPARE WIL 113 ACCORDANCE WITH THE SOIL PREPAAATIbN WTE. V TO I" BELOW ADJACENT WALKSo ROOT BARRIERS PER CITY STD. SHOOTH, ALL SWACESm FINISH GRADE PRESSICWS DfttVftiAVSo ETC- ROLL AREAS TO EXPOSE SOIL DE NOTES THIS SHEET DETAIL 6055 SHEET 14. SPOTS AW EVEN W!11P F LOW HYDROSEEDED TURF SEE IRAESAARITIES. FILL SUfIFACE ARM PRIOR TO HYDROSEEDIKS. I RU Q&Aft I I I E S. LIGHTLY RAU R TO PLANTIAG. OWKER SHAL ONLY 5: 1 SLOPE MAX L APPROVE FINISH GRAN PRIO FOLLOWING 14YOROSEED till 3. THOROUGHLY NIX AND EvENLV APPLY THE TO ALL DESIGNATED AREAS FOR yUaFGRASS HVDROSEEDING GAZA141A CLU14PING W1411E Kl"TSUWA 30 LOS/1000 S.F. CELLULOSE FIBER AT 8 O.C. . JUN PROSPHAT E 7 LOS/1000 S.F. 16-20-0 AMION ONLY 3:1 SLOPE MAX 1.0-0 SLOW RELEASE 7 LBS/1000 S.F. IBM 3 CIAZANIA CLUMPING WHITE MITSUWA BY 3 LOS/1000 S.F. SOIL SULFt0 FLATS AT 8" O.C. TRIANGLAR SPACING. 0 25 LBS/1004 S-F- AG. GYPSU3 oh ............. 0............. 12 LBS/1000 S.F. suo NIX PER & LEGEND ONLY 3: 1 SLOPE MAX 0 CONSECUTIVII91ATERIMS voROSEEDED ARM SHAL L RECEIVE SEVERAL 4. To THOROUGHLY SATPRAH THE SOIL. THE DAY OF THE myoROSEEDING At OFTEU APPLIED AFTER THE FIRST IRRIGATIONSo WATER SHALL BE 1 REQUIRE TO KEEP IN SUFFICIENT AWMTS AS CONCITIONS HA �AW AROUND AND BELOW THE SEED/ROOT THE SOIL T ABOVE. mols ANIMATION AnDTLANT GWAH- ....... FOR PROPER U AS MY BE NECISSMY WNGEPNINATItS �8 3303 CONTRACTOR SMALL RESEED ALL lid LANDSCAPE SUB T R ACT ERODED DICKEN COURT . ..... AREAS WITHIN (20) DAYS OF INITIAL HYDROSEEDINS 04 SPOTS AM FULLY AREAS SHALL BE FREE OF MOE PA TUAFGRASS FINAL ACCEPTANCE. GERMINATED PRIOR TO z n F -EIGHT OF 't. UGIII TURF GRASS REACHES A H wdu HYDROSEEDED -IWLNCE WYES REFER TO KAINT EIGHTOF20- RON AVE . 61 BY MWING, AT A HININUH H FOR ADOITIOKAL MOWING kEQUIREMENTS. AR in TOP 20 Of SUAFACE E5 p AND LARG 7. REWVE ALL ROCKS 3/4* DIAN. 0 WITH TuRFGRASS. 601L In AWS 10 PE SEEDE JAGUAR, ............ (90% FESCUE) 05s NIX TO BE COHPBSEn OF; TURF 0 APAME 10% A. S4 PLAJO Ci 0 > 01 NEW I�51 now LA4L, 14010 Ile N0. 128 ........... Cc ... ..... ...... C-1 cc swap 1ot4 FA AD17 notA 7? TZAL-� cclAtA awn won -5 I A p AM aty 6 A J .... . CITY DATE DESCRIPTION OF REVISION APPROYED: w coff-r TREE LEGEND PC- It 'AMONGA -3 CITY OF RANCHO CUC SYM.' QTY. 2411 3611 4811 15GAL. O.C. BOTANICAL NAME COMMON NAME t TRUhK z-4 TERRA VISTA '5 - ALBIZZIA JULIBRISSIN SILK TREE AJ 6 1 EAST GREENWAY CORRIDOR AR 6 6. 10, ARECASTRUM ROMANZOFFIANUM QUEEN PALM 3 0 0" , 20' BRACHYCHITON POPULNEUS BOTTLE TREE BP 2,2 20 2 -301 cc 1 1 CINNAMOMUM CAMPHORA CAMPHOR TREE OVER PLAN GB 3 3 35 1 GINKGO BILOBA MAIDENHAIR TREE TREE & GROUND C "FAIRMOUNT" var. CRAPE MYRTLE LEWIS HOMES LI 6 6 20' LAGERSTROEMIA INDICA "CATAWABA" 7. APPROVED BY D A T E G:, 301 MAGNOLIA MAGNOLIA GRANDIFLORA, E No. 24953 X., MG 4 4 RC CITY ENGINEER NS 2 2 50 SOUR GUM NYSSA SYLVATICA - 4)-���-,�.- p PLATANUS ACERIFOLIA LONDON PLANE T R EE RECOk4MENDED PA 14 5 9 DESIGN PINUS CANARIENSIS CANARY ISLAND PINE V-40-7qI( 12 'Lan PC 12 �61 QUERCUS AGRIFOLIA COAST LIVE OAK d Concern. Ltd. QA 8 8 1750 EAST DEERE AVENUE SHEET :561 QUERCUS ILEX HOLLY OAK Q 1 2 2 DRAWN o4 SANTA ANA CA 92705 12 0 F :'005 %of PHONE (71025-0-4822 NO �HECKED DRAWING R C E NO 3—L DATE FILE NO IRSEI I INC CTqR,, N:D] LIMIT "OR TRACT 13303 HARDY AVE , RS R-S goo VT Z= 0 UIE W LIMIT OF WORK sun on w :3 x in J*now, Q w om w (n OWN I'm. 1 .0 . I .. .. . . . J um mm z w I am z low z gum mm PLANTING LEGEND w X= ESP. ESPALIERED z ()= Now GAL. GALLON CONTAINER G.C. GROUND COVER HT. HEIGHT :E L.A. LANDSCAPE ARCHITECT L.C. LANDSCAPE CONTRACTOR SHRUB LEGEND POT MIN. MINIMUM N4 I W M.T. MULTI-TRUNKED SYM. QTY. SIZE O.C. BOTANICAL NAME C-OMMON NAME O.C. ON' CENTER RWD. REDWOOD RS ?,14- 5 GAL RAPHIOLEPIS INDICA "SPRINGTIME" INDIAN HAWTHORN S.L.A. SELECTED BY L.A. .91 RAPHIOLEPIS INDICA "CLARA" INDIAN HAWTHORN 8-m30'—O" SPEC. SPECIMEN RC 4 SP. SPREAD PTV .3 3 11 PITTOSPORUMTOBIRA, 'VARIEGATA' MOCK ORANGE VT 9 0 11 VIBURNUM TINUS LAURUSTINUS PF 6 61 PHOTINIA FRASERI PHOTINIA PLANTING KEY AA 4 0 1 GAI 2! AGAPANTHUS AFRICANUS LILY OF THE NILE PTW 21 .5 rmA L 4" PITTOSPORUM TOBIRA WHEELERS DWARF "WHEELERI" LT SEE PLANT LIST OR LEGEND 6-1 SIZE OF PLANT MATERIAL GALLON OR BOX SIZE QUANTITY OF PLANT MATERIAL 0 NOTE : SOIL AMENDMENTS SEE SHEET , # 14OF 16 00 auANTITIS15 SHOWN AVE f:�O;z 15,0 pujzporps5 AC.,TUAL INS-r-4u.�rl> 0 NOTE- REFER TO SHEET 1 14-FO PLANTING DETAILS & SHEET GHP.,UE5 6ZVAW-rIllE,:F5 MlWlML)M O'C" '00h FOR PLA14TIl-IG SPECIFICATIONS, T 0 PLACUIENT OF TREES SHALL BE J.-IS 6,1D AeOVF. - APPROVED BY THE CITY INSPECTORIN oe p F % s 9% DICKEN COURT 3303 10 TRACT C 0 VT BYRON AVE . ,zip T /AA CONTRACTOR TO SPOT 10-1 GAL. 19 - o7 0- Al EACH OF SIX PLANTERS INDICATED VT RS ---1 0 4e - 4- owtv I UJI = RS 1.* > om R Is 000 am 3- Ac 0 V T son rT ca 06 71.1?� 55, 0, ffpdooe uj :L:A 4�L w VAN, gnu son r Lu Cr No, 1283 C_. OEM aim Cr. ain am 13 AT C son WINES .001, Olm NOW son ADP TFv&-, t-. C-0 Ni-� OF CN sm .. f' now T Rs z-80'w,/-H00w-vy AA&. ef RC CITY DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA TERRA VISTA, 3 0 9—0 EAST GFlEE?IIWAV'C0fFMM SHRUB PLANTING PLAN LEWIS HOMES APPROVED BY. DATE142:2��? CITY ENGINEER RC.E_ No. 2495Q ..... DESIGN RECOMMENDED ,Land Concern, Ltd. DRAWN 1750 EAST DEERE AVENUE 7S�HE*E T JDVS - SANTA ANA CA 92705 13 0 F 34�_ PHONE 714)250-4822 DRAWING NO CHECKED RCE NO- //3 D A TE FILE NO 'NOTE: 1. STAKE TREE PERPENDICULAR TO PREVAILING WIND. w 2. PLACE "GROW-POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION PURPOSES. OMIT G DARD TOP OF STAKES of rancho cucamongo WING KAIN TRUNK WALL 3" BERM TO FORM DEPRESSED WATERING BASIN a 00 0. (2) CINCH TIES SPACED24" APART FOR TO (8-) LODGE POLES CITY STREET TREES OR STRING AUGE WIRE BETWEEN StREW 12" MAXIMUM Cr 400 0 EYE B HORIZONTAL ONLY. — 2" DIA. LODGE POLE STAKES 8' LONG 0 APPROVED TREE STAKES (2) JIV 30" 3/8" StREW EYE BOLT WITH WITH WOOD PRESERVATIVE STAIN, 1/2" LEADED SHIELD IN PRE- "GROW-POWER" PLANT reER PER SPECIFICATIONS STAKE A MINIMUM OF 12" INTO SIDIEWALK DRILLED HOLE (9 REQUIRED) MANUFACTURER'S RECOMENDATIONS UNDISTURBED SOIL AND ALIGN STAKES /--ARBOR GUARDIN TURFAREASAND FRONTYARDS. 6" DIA. PVC PERFORATED PIPE - FILL WITH OUTSIDE ROOT BALL. BACKFILL MIX PER SPECIFICATIONS 112" WASHED CRUSHED AGGREGATEBASE FULL LENGTH OF PIPE (LOCATE 18"FROM TRUNK) CONTAINER PLANT ROOT BALL PLANT PIT TO BE (2) TIMES THE WIDTH OF THE ROOT BALL 12m BELOW THE BOTTOM OF THE ROOT DEEP ROOTOR EQUAL CONTROL PLANTER BALL 22-29-18PWHERE REQUIRED OR EQ2L APPROVED EQUAL. NATIVE SOIL "GROW-POWER" PLANT TABS PER S.L. I I ,-1 N NOTE: MANUFACTURER'S RECOMENDATION APMACH 0 onn Ce BACKFILL MIX PER SPECIFICATIONS 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER a LLJ NOTE: FROM HOSE. W NOT CRACK ROOT BALL. L3 cli ATTACH VINE WITH G 14URSERY TAPE NATIVE SOIL 3C 1. ALL SHRUBS/GROUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS K_ 2. PLACE "GROW-POWER' TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION _l���%METER PLANT PIT TO BE (2) TIMES THE OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. V I N E LOCATION -M qL^NrjN& ^CaA 11ol75 JyC_W 45 PURPOSES. WIDTH OF THE ROOT BALL AND 12" Coca% seem. WA LJ -TWF r4T M4-r1512tiol WALK, BELOW THE BOTTOM OF THE ROOT BALL. SKALA- 13e K)b C-� -NAp4 ONV_ HALi-- 1pte_ AtiSI&Ill 8-j_7A.CA4-4,G \V9NE- ATTACHM�E SHRUB AND VINE CITY TREE STAKING TREE PLACEMENT 'SPACING TO WALL PLANTING DETAIL 0 t NOTE: _ES IS LEFT GUYING -u"'F MULTI-BRANCHED TRE TO THE DISCRETION DEPENDING' ON BRANCH STRUCIURE AND 'WIND EXPOSURE, 112" DIA. �GREEN GARDEN HOSE 3 0 1/2" DIA. 4HITE POLY TUBING �A JURNBUCKLE PLAN VIEW ELEVATION 10 GA. GALVINIZED GUY WIRE 3 REQUIRED 1. WALL. FINISH GRADE 2. FINISH GRADE, 3. EYEBOLTS: SECURE VINE TO WALL WITH 5/8" DIA. EYEBOLTS 2 x 4 x 18" REDWOOD DEADMAN IN LEAD SHIELDS. @ EACH GUY WIRE 4. 12 GA. GALV. WIRE: SECURE VINE TO WIRE WITH NURSERYMAN'S TAPE. 5. EYEBOLTS FOR FUTURE USE, 001— REFER TO TREE STAKING '6. 611 x 8" CONCRETE VINE COLLARS IN TURF AREAS ONLY, INSIDE DETAIL FOR PLANTING RADIUS OF COLLAR TO BE TWO TIMES THE DIAMETER OF ROOTBALL PIT SPECIFICATIONS k, MINIMUM, V�NE ATTACHMENT L In CIO M IlA E 1`4 1)E,D r" cli 'i2gtolial C I T Y f r I I r j F E top lown is FL R E C 0 M M E P4 OF-0 A PIE C Oki NIENDED �A, SOIL AMENDMENTS CITY FOR TURF AND GROUND COVER PLANTING, THE FOLLOWING AMENDMENTS DESCRIPTION OF REVISION DATE APPROVED SHOULD RATED TO A BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPO MINIMUM 6" DEPTH BY MEANS OF ROTORILLER OF EQUAL: ML./1000_SqUARE FEET CITY OF RANCHO CUCAMONGA 6 CU. YDS. NITROGEN STABILIZED ORGANIC AMMENDMENT DERIVED FROM REDWOOD SAWDUST, FIR SAWDUST, OR CEDAR SAWDUST TERRA VISTA 15 LBS. 12-12-12 COMMERCIAL*FERTILIZER EAST (GREENWAY CORRIDOR -GROWN THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF CONTAINER TREES AND SHRUBS SHOULD BE PREPARED AS FOLLOWS: P�ANTANG DETAILS 6 PARTS BY VOLUME ON-SITE SOIL 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT LEWIS HOMES 1 LB. 12-12-12 PER CU. YD. OF MIX ------4 2 LBS. IRON SULFATE PER CU. YD. OF MIX APPROVED BY DATE HOROUGHLY BLENDED PRIOR TO USE FOR THE ABOVE MATERIALS SHOULD BE T CITY ENGINEER R.C.E. NO.14&5-3 BACKFILL PURPOSES. Ckl 11,C1 E D DES!GN La nd Concern. Ltd. LABWORK PERFORMED BY SOIL ANDPLANTLABORATORY, INC., SANTA ANA. OFFICE (714) 558-8333, LAB #98125 ON 3/27/87 FOR LEWIS HOMES, DRAWN 1750 EAST DEERE AVENUE "iH E E T TERM VISTA. SANTA ANA CA 92705 14 OF PHONE (714)2%50-4822 CHECKED DRAWING NO R C E NO _D DATE FILE NO •t w r • . e 0. ------------- TRACT 13303 HARDY AVE , woo cm em • . am r k 10 LIMIT OF WORK ui ME 141L —41 CJE ®® Ar a rt 1, t ♦ f - 41 co �' ° ° ° • A , .. i `""-mom .. • • °f . i ® • f f S ®f ® " e w w• r • a v v ° • • e 1 w w ♦ ♦ .. ° • f • • • ® } emm am { t -'` �A low AL i E r\J I L E... L E--�- 0 0 N TRACT 13303 DICKEN COURT 4 BYRON AVE . 11 r t .t l `4 C „ -a °® Sege go ° Joe CID " " " ' • a " « " 6tStt 6ttt ttt « " • � 000, MEW _. ... __ _ m 00, ♦° 10 00, CkA VAT ... a 4 ,r tr i ♦ • _ t 's;/ a woo ! dr I. t ♦ t Apr W r6 A • / ! li • A ii taA d -,C'1 t -rtp IA �p ! ! ! ! rCITY f fDESCRIPTION OF REVISION DATE APPROVED: ` m/LIZ*-1F—p o-5 11 6 , 0TY OF RANCHO CUCAMONGA 0?? i► 6 ! `t ! of ! 1 f ' it • ! t ! A TERRA VOSTA EAST GRE'ENWAY CORRODOR .f I 10 t2) ♦ • J k �•q UGHTONG I Iovi°i ° 1 {►i�° LEWIS HOMES WITM CA-P, Tyl`lcAL� 4-PF Cp APPROVED BY*, IICITY' ENGINEER DESIGN Land' ern, L DRAWN �`. EAST DEERE VENUE s1' ET 7,1 L F= I C-I A L[--D/t/—\— F-Z I /-\A\ CO r t { BoSANTA,ANA CA 92705 PHONE' (714)250-4822 CHECKED DRAWING NO, DATE FILE NO s x PANEL 1�� SCHEDULE 0 L ITEM L" M cut RKR MA I1XR 00 AM LIM ITEM I F I N1 r _ 66 / / wd+ I Itl 10 MAX TOTALS I I I C� � ILU41-:2 7&� OTHER LOAD w I -WAMPS m OLZI I ® / ellPANELSCHEDULE c ! LJF I � I - ITH VOLTAGE/PHASEI 1 r \/$:—:r a ACE ITEM r ITEMa I t v t I x t C3 I 777771 9 10 Lj I 4.mt,'vt V' II � � � 1, NO TTS LCL ;��W X 1 .25 —W IJ IT N C 2 1' ITSOTHER LOAD TOTAL LOAD W OR AMPS NEL SCHEDULE VOLTAGE/PHASE MAIN SIZE M0UN flN I " -11 Ll �-4' EDEL L TI O�N T IA Fz CLt L A i i — is I I ISI 10 PHAW 21 166T�� -/- I a / OTHER LOAD — W (D Fy-,c?V 112 e, 4 F>c,;;?L-15Fz-r--: T K-,c->L L FII . TIHe /--;:qj, Ted 11 I ►� �► r p` 7H�T m I � 'FF L �' I II -� I �L I ►� �r�T I aqNTFO[- L ,� � � LAS VSB - I S P ION ® �J I T H 7% w I M I&W P �'1P �"' °� `= � T8 TY i I REVISION t ri ° i APPROVED' CITY OF RANCHO CUCAMONGA TERRA VISTA p 0 V 12 1;5- 2 Te-0" 4: EAST GREENWAY CORRIDOR e I I II I U I , LIGHTING DETAILS & NOTES' r o a t I / iottilA LA LEW, IS HOMES I I I Ij iAPPROVED, BY* DATE.- I I H 6, .._, I ice, Q 24953 . 0. e s DESIGN RECO Land Concern, Ltd. willDRAWN 17GO EAST DEERE AVENUE SHEET4 OF SANTA ANA CA 92705 16 OF -9 PHONE (7114)250-4822All p n!� DRAWING p{ M C K 6�9 I> , LNJ 12—A MT 1JOB" 9.5-5M Imo! I� DATE BILE NO I GENERAL NOTES AND SPECIFICATIONS VERIFY EXISTING SITE CONDITIONS BEFORE SUBMITTINGBID. SUBMITTAL OF BID lill M 5,::��, AS7 till fz—I F THIGH PRESSURE SODIUM WALKWAY LUMINAIRE MOUNTED ON AMETI INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE I E E ETY 10-'-011 O ft " POLE. • 2 . THESE PLANS ARE DIAGRAMMATIC rFOLLOW AS CLOSELY AS POSSIBLE AND REFER °' ARCHITECTURALTO DRAWINGS FOR L�ETr?IL�Sr STRUCTURAL I�ETAILSr EXACT EQUIPMENT �dIL� - UL �U� �I�IT I�JI T � �, SHADEF'IXTtT INDICATES FIXTURE CONNECTED �°� NIGHT AND CUTLET AT �NS� r r r � �' , CIRCUIT.LIGHT 3 . ALL EXTERIOR EQUIPMENT SHALL BE WEATHERPROOF . I ITP Fleq:ReLTF, 6o\1eFp, INDICATED.AS 4 . T CONDUIT ONLY STUB-OUT, WITH STEEL CAP AND NYLON PULL 5 . EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN COMPLIANCE P mw ROPE. OSHA.WITH 3/4fr MINIMUM. INSTALL CONDUIT • P.V.C. t r U r r fY GRADE,CONDUIT RUN BELOW • CODE. MINIMUM OF APPROVED BY LOCAL • d Iiiiiiiiii a r r RISERS AND STUBS ABOVE GRADE SHALL BE I .M. C. L. ff • ­-41­ 4 #12 — 3/411C. 3/4"C. 6 #12 3/4"C. • CONTRACTOR SHALL PROVIDE ALLr MATERIALSP INSURANCEi EQUIPMENTr I i sAMETER AND MAIN Cfl DISCONNECT, SEE SINGLE LINE DIAGRAM1r rt r I NSTALLAT I GN r -CONSTRUCTION TOOLrS► TRANSPORTATION, ETC. FOR ACOMPLETE AND THIS SHEET. ELECTRICALPROPERLY OPERATING Y a ` r FLUSH OR SURFACE MOUNT AS INDICATED ON 8 . ALL MATERIALS SHALL BE r AND OF THE SAME MANUFACTUREREACH CLASS OR IT PANEL SCHEDULE, ADJACENT BALLOON INDICATES PANEL EQUIPMENT .GROUP OF MATERIALS SHALL BE LISTEDAPPROVED ` a UNDERWRITER' SI r AND SHALL BEAR THE INSPECTION LABEL WHERE APPROVAL.SUBJECT TO SUCH MATERIALS SHALL MEET WITH THE APPROVALHE I I er "All FOR CIRCUITS #1 AND #3 WITH COMMON D-IVISION OF INDUSTRIAL SAFETY ,, OV ING BODIES HAVING • MATERIALSU IN ACCORDANCE WITH MANUFACTURERS'APPL I CABLE STANDARDS ESTABL I SH ED BY A. N. S . I U. L. N. E.M.A. AND N.B. F- U PLAN NOTE CALLOUT. INSTALL PER RECOMMENDATIONS. ' I I Lill 1 I ce;.,N , WEATHERPROOF • ALL CONDUITE PHYSICALLY POSSIBLE. ALL ► I I I I m INTERMEDIATEEXPOSED CONDUIT SHALL BE CONDUIT E. M.T. U I L.E I I I I , rGROUND CONDUCTORS PARALLEL TO OR AT RIGHT ANGLES WITH I • IF VIEWEDHE PUBLICP PAINT TO MATCH SURFACE TO WHICH • CONDUIT ONLY SI E BOX, MOUNTED,WALL ZE AS REQUIRED, • O L I rNI ED I rilitill COUNTY'r LOCAL CODESI, O. S. H.A. AND THE PRESENTLY ADOPTED NATIONAL ELECTRICAL' AS NOTED. CODE ( w C. o fffzdz�v I �' r �i ►r > � Fzlillac:> (til I IN /�,A toINDICATES CONNECTION TO ELECTRICAL EQUIPMENT AS 11 . THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN , ACCORDANCE WITHtl,P. I ITH 6ill V aI;p.PRESENTLY ADOPTED EDITION OF THE R m T• • s r ART. #250s I k a I r WALL MOUNTED WITH PLASTER RING L12 . PENETRATIONS TO FIRE—RATED MATERIALS SHALL BE RESTORED TO EQUALRATING I .: I i Te:;, &e,111evE PER UTILITY COMPANY REQUIREMENTS. REQUIRED BY LOCAL ENFORCING AGENCY. FLAME SEAL AS MANUFACTURED BY NEL. �C�G�' LTJ ITT � r TH/-N ic;t Fe-:Ipll ELECTRIC ( PH. NO. 213--445-1774 MR. HARRIS) OR EQUAL . 3 • ELECTRICAL CONTRACTORSHALL SECURE ALL, NECESSARY BUILDING PERMITSr UTILITY I�9 r� Y CHARGES AND Y FOR SAME. COORDINATE AND PAY FOR L,L TEMPORAPY ELECTRICAL I SERVICEI BUILDING PA Tr SERVING U ILITYr A.,D OWNER. TEMPORARYCOORDINATE CONSTRUCTION REQUIREMENTS WITHALL TRADES PPIOR TO I I • COMPLETE JOB SHALL BE GUARANTEEDI ( 1 ) YEAR TE.? DATE OF _ I ACCEPTANCE BY OWNER. Y WOR.Kr MATERIAL OR EQUIPMENTU O BE FAULTY Lev PERIODDURING THAT CORRECTED C r UPON WRITTEN NOT7 FICA'IONI AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. 15 . CONDUCTORS SHALL BE CODE GRADEr 600 VOLT r COPPERP MARKED 24" ALONG IT' S LENGTH SHOWING MANUFACTURER' S NAMEr MAXIMUM ALLOWABLE VOLTAGE AND SIZE. CONDUItTORS SHALL BE TYPE "THWNIf (WET) . I r� SITE " Hitill p IN UNBROKEN PACKAGES. ANCHOR BOLTS' GENT INTE_=6iI2-A.L e0-Li.-A-azi 2>Zd2NZEF C CONCRETE TO LBC I ONLY (C. O. ) SHALL HAVE A 3/16" PULL WIRE OR ROPE• do �E MONOLITHIC ° FCRL � PI�"M -t "Q THICK POUR WITH Le r CD ::. ;:a ELECTRICAL17 . USE ONLY COMPETENT AND SKILLED PERSONNEL AND PERFORM ALL WORKr INCLUDING AESTHETIC AS WELL AS :;;.. PRACTICESCONS1STENT WITH THE BEST OWN 180 ALL ELECTRICAL SYSTEM CONDUCTORS SHALL BE INSTALLED IN APPROVED RACEWAYS* 'Ai: ii:`;:isa;..;.:as•::ia:aa'; y.<:e'e>':. .r.r...':a::.;'...:,;:;a.::isis2'F%:{.;:;.;M .. ........ :,'.;' .. I I 19 . NEW CIRCUIT BREAKERS IN ® LT` I EXISTINGs IF I N I I r A) PROVIDE FULL- SIZE MOLDED CASE THERMAL r AUTOMATIC TRIPr U TYPE., 10 ,rOOO RMS SYMMETRICAL AMPSr MINIMUMP WITH 75 DEGREES TERMINALS.CELSIUS MINIMUM MATCH EXISTING MANUFACTURER AND OPERATING °+� I ® PROVIDE ALL LAMPSP HANGERSt LENSESP ETC. p FOR A COMPLETE LIGHTING FIXTURE.ALL LAMPS SHALL BE f ♦ SYLVANIA OR PHILLIPS.21 . WHERE IT BECOMES NECESSARY TO DRILL INTO OR CUT THROUGH ANY EXISTING 4 1 FLOORS r WALLS OR CEILINGS TO PERMIT THE INSTALLATION OF ANY WORK UNDER THIS I Ill I CONTRACTIf OR TO REPAIR. ANY DEFECTS THAT MAY APPEAR TO THE EXPIRATION OF THE T cHep F2. HIS LA WARRAN'lr + i EXPERIENCED IN 4 w CONTRACTOR SHALL PAY FOR ALL COSTS (�I P a P REQUIRED FOR CUTTING OR REPAIRING. ALL FINISHES SHALL MATCH EXISTING OR I� � � N ADJACENT SURFACES. r ° . ,• 1` �� � '� C-03 � r r` I r 12 22 . ALL ♦ OPERATING ♦ ♦ SHOP r ETC. SHALL BE 4 TURNED OVER TO THE OWNER AT JOB COMPLETION. m.. p _ 23 . CONTRACTOR SHALL FURNISH AND INSTALL ALL POWERP .,.m.CONTROL WIRES# CONDUITS AND » OF O L RENDER IRRIGATIONEQUIPMENT OPERATIVE. REFER TO IRRIGATIONDRAWINGS. FOR CONTROL SCHEMATICS. I W. _ � . Pn 1I'� r � UT _ 0 l .,. 24. ALL SUBSTITUTIONS SHALL BE SUBMITTED IN WRITING 7L_____ --=.L <1' — _`u IT TO THE ARCHITECT AND CITY I BUILDING OFFICIAL 'TEN (10) DAYS PRIOR TO BID. SUBMITTAL SHALL INCLUDE♦ BUTNOT BE LIMITED III � °•�+► 1016 � � 0 DESCRIPTION OF REVISION DATE CITY OPERATION WITH ♦ AT THE ENGINEERS ' r }TEDr ALL ITEMS WIRED FOR 120 VOLT t� I SUBSTITUTION AND A WRITTEN STATEMENT THAT IF THE SUBSTITUTION IS t MT " I THERE WILL BE NO DELAY IN t CITY OF RANCHO CUCAMONGA , CONSTRUCTION TIME NOTE 027 . m►N I TERRA VISTA 25. PROVIDE ENGRAVED PLASTIC NAMEPLATES FOR ALL MAJOR PIECES OF EQUIPMENT. PLATES SHALL BE 3 PLY.- BLACK FACEr WHITE CORE WITH 1/4 " HIGH CONDENSED EAST GREENWAY CORRIDOR GOTHIC LETTERING. SCREW-ON ATTACHMENT x TING 26. PROVIDE THE OlvINER tp AT THE 'COMPLETION OF THE JOBIP SHOWING ACTUAL DEPTHS AND LOCATIONS. TH I— Ne719E�, 6�f Vf�� FaLlili LIF` P:v ItF, A45z�vr--- Tfle P-itAe:�Fv I I , 1 114itill LEWIS HOMES 27. 11HETHER OR NOT THE ARCHITECT APPROVES A PROPOSED SUBSTITUTIONIP THE CONTRACTOR SHALL PRO14PTLYP UPON WRITTEN RECEIPT OF THE ARCHITECTS BILLING#, Ta W-- APPROVED BY.' DAI55:�4-�I _ REIMBURSE HIM AT HIS PUBLISHED HOURLY RATES FOR HIS TIME AND HIS AI-Jilii FF-,-:::2M F74,; 1%.- CITY ENGINEE R.C.E. NO. 24953 CONSULTANTS' TIME FOR ALL TIME SPENT IN EVALUATION OF THE PROPOSED DESIGN RECCIMM�NDED SUBSTITUTION. I1 I I I I :22, Le c LJ d Concern, Ltd. 1�21 j' { Lan rt 28 FTew- DRAWN 17%'1REQUIRENEI-ri SHALL PREVAIL. 17OFMONE (714)250-4822-0 EAST DEERE AVENUE. WHERE A CONFLICT OCCURS BMIEEN THIS SPECIFICATION AND ANOTHER ELECTRICAL SPECIFICATION ISSUED AS A PART OF THESE DOCUMENTSIP THE MORE STRINGENT SMITA ANA CA 92705 .,e. a,a.. ,.,«...,., w r .,,. .,.. «,,.•a PERF ORMED. CHECKED WI r, p' :..wm✓ ffi r tR.0 E NO- -04 L Kii L J AIII L rill-I I littittillitill LAI m 4:2 DATE FILE NO „ o•m.• ren•. •»...r.-»a•a<..v...,,,. < .. - :. ,...•,..-•««.. .,....,«-o-'..,......-.». -...+>:.. .. ,N ++r^.+,..w..°,. „ ...... .» .. e...•'..r. .....,....:......>..:,.. .. «..-.. ,m....P.....«.•....»w..<- .«,.._ .... ,..«...., .a., ,.,.>, .. ,.4 ..4. +. .... • .».. .. s+ > Pw •«a•n-w«..,.ear• waw.+,.«. '...-cam•»•.,+ n .w,.•..,s. ., w» a ..r ..a.w..k' .a ..::. 10 .CONCRETE FINISHES E Plant List Is indicated on drawings. 14.PLANTING VINES9 SHRUBSs AND GROUND COVERS B. Fertilization Fertilize three (3) weeks after planting with 5 CONCRETE A. Vines and shrubs shall be planted in pits at least 18" greater nds 16-6-8 per 1,000 sq. ft.; fertilize thereafter every 1, SCOPE Flat surfaces shall be screeded to the required levels and slopes and F. Sizes of Plants - Shall be as stated on the Plan. Container in diamter than their ball of earth and at least 12" below the thirty (30) days. then any excess water and laitance removed. Concrete shall be _s_to__c_k_'F1_-ga1lon, 5-gallon, and 15-gallon) shall have been grown bottom of the ball. Compacted soil at bottom of pit shall be compacted with a grid tamper and then floated to a true level surface in containers for at least one (1) year, but not over two years. loosecled and the pit filled with "prepared soil" to the bottom C. Disease and Pest Control - For control of slugs and snails, Furnish and tristall all concrete work complete as indicated on the within the tolerance of 1/8" along a 10" straight edge. of the bal 1. When the plant has been properly set, the pit ' Ypply_pelletiz�d—tricalcium arsinate 5% by weight and drawings and specified including: G. Substitutions - Substitutions for the indicated plant materials shall be filled to the required grade with "prepared soil" and metaldehyde 5% by weight as per manufacturer's recommendations A. Furnish and set all reinforcing steel, bolts, and anchors. See plans .for concrete finish in landscape areas. will be permitted provided the substitvte materials are approved thoroughly settled by tamping and watering. All vines shall be two (2) weeks after, installation. in advance by the L.A. and the substitutions are made at no removed from stakes, untied, and securely fastened in an r soil insects, apply Metro I lo EXPANSION JOINTS additional cost to the C_�TY, Except for authorized variations, approved manner to the wall, fence, or other surface next to For control of cutworms and othe B. Install all items required by other trades which are to be cast into all substitute plant materials shall conform to the which they are platned. brand soildrin as per manufacturer's recommenclations two (2) concrete. Placement of expansion joints shall be as directed and determined by requirements of these specifications. If the accepted substitue weeks after installation. This product contains Dieldrin, C. Concrete mow strips, footings for walls, fencing, benches, etc., layouts of slab markings noted "E.J." on drawings. Expansion joint materials are of a less- value than those indicated or specified, B. Prepare a depressed water basin as wide as plant balls at each Lindane and Phosphorothioate. material shall be Quick Joint, or approved equal, or as noted in the Contract price will be adjusted in accordance with the plant. Water thoroughly, backfilling any voids with additional Exterminate gophers and moles and repair damage. where applicable. Plans. provisions of the contract. prepared planting mix. D. Prunin - All shrubs and trees shall be pinch pruned as 2o GENERAL 12, PROTECTION H. Plants Not roved - Plants not approved are to be removed from C. Ground Covers Li_A nd to eliminate rank sucher ecifications for site immediately and replaced with suitable plants, The L,A. necessary to encourage new growth a All requirements of subsection 3.31 standard sp All finished concrete work shall be barricaded to pedestrian traffic and/or City reserves the right to reject entire lots of plants (1) Pits for flat sized plants to be at least VxVxV. Ground growth. Old flowers, and dead foliage and limbs shall be Public Works construe tion, shall apply except as specified herein. for three (3) days. Barricades shall be placed immediately after represented by defective samples. cover areas shall be moistened prior to planting. No flat removed. No major pruning shall be done without the approval of (.uncrete finishing. Contractor shall furnish, place, and remove all plants shall be planted in dry soil. the city maintenance inspector. 3t MATERIALS of his own barricade�, Contractor shall be responsible for any So FERTILIZERS AND SOIL CONDITIONERS A. Portland cement shall conform to ASTM-C150, Type I or Type 11. damage to new construction and replacement,or repair of the work (2) Set plants in center of pits so that crown of plant will be E. ��din� - All planting areas including lawn, groundcover and shall be made without added cost to the City, Samples of all soil :-:mendments, sod and plants shall be submitted for level with finish grade after settling of soil, then shrub areas shall be kept weed-free at all times, Weeds shall inspection and storeo one the site until furnishing materials of is h,,,_-kfill and water. be dug out by the roots and disposed of off site. B. Concrete aggregate shall conform to ASTM-C33. completed. Delivery may begin upon approval of samples or as directed bj C. Water shall be clean, free from strong acids, alkali, oil or organic 13, PATCHING L.A. and the City. (3) Flatted plants shall be -well-rooted with runnerS at least Upon completion of the 180 day maintenance period, the Contracot 4" but not more than 6" in length. shall fertilize per #26 - Lawn Maintenance and #27 Groundcovers matter. If patching is necessary and permissible, a bonding agent such as A. Organic fertilizer shall be processed sewage sludge with a and Shrub Area Maintenance of these specifications. D. Admixture for all formed concrete shall be SIKA Chemical Corp's Weld-Crete, or equal, shall be used, minimum content of 1% nitrogen and 21 Phosphoric Acid similar to 15. TREES AND VINES OCCURING IN LAWNS "Plastiment" or approved equal , applied in strict accordance with "Nitrohumus". Method of processing shall not destroy normal 26, GUARANTEE AND REPLACMENTS 14. CONCRETE CURBS bacterial content. Trees and vines occurinig in lawn shall be-planted before final manufacturer's directions. preparition of those areas. A. All shrubs and groundcover shall be guaranteed by Contractor as E. Reinforcement: reinforcing steel ASTM7AI5 and ASTM-A305. Construct concrete curbs at locations shown on Plans as detailed, B. Nitrogen stabilized sawdust shall be bulk, with the following to growth and health for a period of ninety (90) days after true to line and grade, as approved by the local County or City. Use nitrogen content based on dry weight: 16, CARE OF PLANTS BEFOR AND DURENG PLANTING completion of the specified maintenance period, and/or final Wirefabric: ASTM-A185. natural grey Portland cement concrete, 2000 psi compressive strength. acceptance by the city. All trees up to 20" box size shall be Locate expansion joints as detailed or shown, and as directed, at 0.5% for Redwood Sawdust Plants shall not be allowed to dry out before or while being planted. guaranteed by Contractor to live and grow in an acceptable F Forms intervals not to exceed fifteen feet (15" ). Finish with steel 0.7% for Fir Sawdust Keep exposed roots moist by means of wet sawdust, peat moss or burlap at upright position for a period of six (6) months after completion T-IT—Lumber shall be "construction grade" douglas fir. trowel, then brush with bristle brush parallel to face or edge. 1.01 for Bark or' Pine Bark or Mixure all times during planting operations, Do not expose roots to the air of the specified maintenance period, and/or final acceptance by (2) Plywood used for forming shall be at least 5/8" thick, and edge except while being placed in the g-ound, Wilted plants, whether in place the city. Trees in 20" boxes or larger, and all field grown sealed. 15, CLEAN-UP Salinity - The saturation extract conductivity shall not exceed or not, will not be acce�tecl and shall be replaced at the Contractor's specimens shall be guaranteed by Contractor to live and grow in G. Expansion joint filler shall conform with ASTM-D1751 (premolded). 3.5 millirnhos / cm at 25C. expense. an acceptable upright position for a period of one (1) year Upon completion of all concrete work and before final accpptance, after completion of the specified maintenance period, and/or Contractor shall remove all tools, surplus materials, apparatus, 17,WATERING BASINS city acceptace. 4, CONCRETE debris, etc., from the site and the site shall be left in a clean, Commercial fertilizer shall be delivered in sacks with manufacturer's neat condition acceptable to City. labe' showing weight and onalysis attached to eacr sack. A. Construct a firmly compacted mound of soil around each tree and B. All plants that show signs of failing growth at any time during A. q�a I Lty plant to form a watering basin at the edge of and following the the life of the Contract, includin- the maintenance period or (1) Contractor assumes responsibility for the design mix and 90 STAKING MATERIALS shape of the planting pit area. Mounds for trees and for vines those plants injured or damaged as to render thent unsuitable for guarantees the specified ultimate strength as indicated or from 5-gallon or larger containers, otherwise specified shall be the purpose intended, shall be immediately replaced in kind and specified herein. LANDSCAPE CONSTRUCTION A, Tree staking shall be as per detail. at least 4" high. Mounds for all other trees, vines or plants size at the expense of the Contractor. inimum 28-day ultimate strength shall be 2000 psi. not otherwise specified shall be at least 2" high. Excavated C. Contractor shall, within 5 days notice by the city remove and (2) Concrete, in 1, SCOPE B. Ties for holding trees shall be as per detail. earth, if capable of retaining water, may be used. Any (3) Ready-mixed concrete shall conform to ASTM-C94. The work of this section includes all labor, materials and equipment settlement within the basins retaining water shall be refilled replace m'l guaranteed plant materials which for any reason fail required to complete the work indicated on drawings. The work shall be 10.GRADING AND SOIL PREPARATION to the required grade with prep red soil , and additional to meet 'he requirements of the guarantee. Replacement shall be to nitrogen stablilized sawdust worked into the surface as required made with plant material as indicated or specified for the B. performed in accordance with the best standards of practice relating or is to finish grade to within 1/10th of a foot or 1" to restore the mulched condition, original planting, and all such replacement materials shall be the various trades and under the continuous supervision of a competent A� Contract erials. (1) The proportions of aggregate to cement shall provide a dense foreman, capable of interpreting the drawings and these specifications. below paving where paving exists. guaranteed as specified for the original guaranteed mat mixture which will readily work into all corners of the forms The work included in this section is as follows: R. Moisture Content - The soils shall not be worked when the B� At the end of the 180 day maintenance period all watering basins and around all reinforcements without any segregation of the moisture content is so great that excessibe compaction will in lawn areas shall be leveled to finish grade and the area 27oCLEAN-UP materials, cause excess free water to collect on the surface or Finish grading for planting, soil presparation, fertilization, planting, occur, and not when it is so dry that dust will form in the air shall be sodded with the specific sod. Upon completion of the work in this section, Contractor shall remove all cause excessible bleeding of the forms. including lawn, mainte0nce, inspection and certifications, guarantees, or that clods will not break readily. Water shall be applied if rubbish, trash and debris resulting from theoperations; re�move disused (2) The recommended practices of the American Concrete Institute clean-up, staking, guying, and esparliering, miscellaneous allowances� necessary to provide ideal moisture content for tilling and for 18, WATERING equipment and implements of service; leave entire area involved in a neat shall be followed in all applicable procedures. The maximum planting. A. Immediately after planting, water shall be applied to each tree and acceptable condition such as to meet the approval of the city. slump shall not exceed three (3) inches for footings, slabs 2, APPROVALS C. Preliminary Grading - Preliminary Grading shall be done in such by means of a hose. The water shall be applied in a moderate ongrade, and mass concrete five (5) inches for f ndcti.f walls. �_­man__ner as to anticipate the finish grading. Excess soils stream in the planting ho)es until the material about the roots C. Control A. All sprinkler work shall inspected and approved prior to the start of sha I I be removed or redistributed before application of is completely saturated from the bottom of the hole to the top any work, fertilizer and mulch. Where soil is to be replaced by plants of the ground. The concrete quality, proportions, consistency, etc., is subject to B. Prior to excavation for planting or placing of stakes, locate all and mulch, allowance shall be made so that when finish grading XERISCAPE ASSESSMENT SYSTEM SUMMAf1Y approval of 6TY , and no changes shall be made without his prior utilities, electric cables, concluit�, sprinkler lines, hea,ds, valves, has begun, there shall be no deficiency in the specified depth B. Plants which cannot be watered efficiently with the existing written approval. and valve control wires, andall utili tv 1 ines so tha t proper of mulched planting beds. water system shall be watered by means of a hose. precautions may be taken not to damage such improvements� In the D. Weedin - Before and during preliminary and finish grading, all C. Apply water in sufficient quantities, and as often as seasonal POINTS REFERENCE event of a conflict between such lines and plant locations, promptly 22 shall be dug out by the roots and disposed of conditions require, to keep the ground wet at all times, well So FORMWORK notify the City inspector who shall arrange for relocation for one weeds and grasses CLAIMED (Sheet#/Ref. it' A. Forms for concrete work shall be either metal or wood. Forms that off site (except those weeds and grasses not of the perennial below the root system of grass and planting. Care is to be or the other, Failure to follow this procedure places upon type, less tnan 2-112" high and not bearing seeds, which may be taken in watering slopes so as not to cause erosion damage. LANDSCAPE [Point Value] are warped or that do not have a smooth straight upper edge shall not Contractor the responsibility for, at his own expense, mdking any and turned under), Oats more than 2-1/2" high and not bea ring seeds be used. Forms shall be set with the upper edge of the board true to a I I repd i r s f or clama ge�, res u I t i ng f, �m we rk he ro uncle r. may be turned under, Perennial weeds and grasses to be removed D. Following the planting of ground cover plants furnished in '02 0 /0) a nd shall be staked rigidly in place with stakes set diately and thoroughly watered by 1. Water conserving plants.[201 line and grade a include, but are not limited to, the following: flats, each plant shall be imme not more than four feet (4') apart so as to remain immovable means of a hose with a slow-running stream of water. — throughout the construction. All forms shall be approved by CiTy 2. Turf limited to 25% (45% residentlal.[201 within a tolerance of one percent (1%). All materials shall be 3. QUANTITIES AND TYPES Nut Grass Puncture Vine Dallas Grass Mustard Plant I go TREE STAKING accurately and separately weighted and mixing shall continue until Plant materials shall be furrished in the quantities and/or spacing as Alfaild Johnson Grass Wire Weed Morning Glory 3. Plants grouped by watering need.[101 the distribution of material is uniform and the mass of concrete is kinds, S f Augustine Grass Stake all non-guyed trees at time of planting by placing stake in the shown or noted for each location and shall be of the species, prepared hole and driving it 18" intc, solid ground. P)i,ant the tree as homogeneous, sizes, etc., as symbolized and/or described in the "Plant Material E. All planting areas shall be scarified to a depth of 12 inches close to the stake as possible without crowclin� this list 'ithe roots. Fasten,the 4. Hardscape (non-imigated) surfaces.[101 B. Two and one-half (2 112) gallons of water per cubic yard, shall be Legend", as indicated on the drawings. The L.A. has prepared below grade witr the spacing oftheri pper teeth no greater than tree to the upper'end of stake in at least thr . places using X-It tree ded only as a convenience to Contractor and assumes no responsibility for its 12 inches on cehter prior to placing conditioner and braces. 7;; withheld from the mix at the plant, and all or a portion may be ad accuracy. The Landscape Contractor is to verify all sizes and fertilizers. All rock and debris more than Vir diartiter shall 204 ESPALIERING VO4ES 5. Pen-neable paving.[51 to the mix at the job site as directed by the Inspector. The be removed from the site. concrete shall be mixed at least 5 minutes after such water is added quAntitip". All trellises and stakes are to be removed from plants and the plants 6. Low-water turf varieties.[51 and not less than 3 minutes of this til shall be immediately prior OF DIMENSIONS AND OUANTITIES F, Trenches If sprinkler system is installed after grading and shall be fastened and trained against fences or walls as directed by the to the discharge of the batch. Total mixing time after adding 4. VERIFICATION fe,r,ti-I-iz Ing iscom,p]eted, theupper portionofthe bac kfill City, original water shall be at least 15 minutes. Dimensions ure approximate. Before proceeding with any work, Contractor shall be retilled and fertilized to the depth specified for the 7. Mulch provided in non-ground cover areas.[51 tities and shall immediately i nf orm e­,� ­quirod, to conformto the specifications, 214 CERTIFICATES- C. Concrete which is not placed within 90 minutes after the introduction shall verify all dimensions and quan he drawill and/or 1 8. Soil amendments.[5] of cement and water, and concrete which has stood for 30 minutes L.A. and City of any discrepancies between t 11, FINISH GRADING In addition to any other certificates specified, Contracto specifications and actual conditions� No work shall be done in any area r shall furnish after leaving the mixer, shall not be used. where there is such a discrepancy until approval for sarne has been given a certificate with each delivery of bulk material, stating the source, Total Points Claimed.- 6-o 6., CONVEYING AND PLACING by L.A. and city. When preliminary grading, including weeding and fertilizing, has been quantity, and type of material and that the material conforms to the cornplete arid the soil has dried sufficiertly to be readily worked, all specfication requirements. For bulk delovered oraganic fertilizer, the lawn arid planting areas shall be graded to the elevations indicated on certificate shall also state the volume, net weight, Percent of Nitrogen 601 [Mmilmum Points Required.- A. Before pouring, all forms shall be thoroughly cleaned and made tight. 51, INSPECTION the drawings. Grades not ottlerwise indicated shall be uniform levels or and percent of Phosphoric acid. For each fertilizer and soil The bottom of trenches shall be wet down before pouring footings; ade by L.A. and city. Contractor shall slopes between points where eovations are given. vinor adjust'ients of conditioner, in containers, a similar certificate or invoice shall be earth shall not be muddy at the time of pouring. Concrete shall not A. All inspections shall be m a be placed until reinforcements, rough hardware, and forms are request inspection at least two (2) days in advance of the time fi ni sh grades shal I be. maded the direction of the city, if required. furnished stating total quantities by weight and volume for each IRRIGATION[Point Value] inspection is required. material. These certificates shall be submitted to the L.A. and city approved by Cily tion will be required for the following parts of the work. Finish grade shall be a smooth, ever and u-ifil plane without abrupt prigr to the start of the maintenance period. .[201, B. Inspec change of surface. Soil areas adjace�it to buildings to allow a natural 224 PROTECTION 1. Low gallonage i'migation.system B. Before depositing new concrete against old concrete, all laitance run-off of water, and surface drainage shall be di,ected as indicated on usly protect all areas included in shall be removed, and the surfaces roughened to expose the embedded (1) During finish grading and soil preparation� the drawings by r­�iodeling SUI`�tdLes to facilitate *rite f,.,*ural 1,run-of f Con trac torshall carefully anc -onti nuo 2. Automatic C-ontroller,[201 -f aggregate. The surfaces shall then be covered with cement grout, of wate r. Low spots and pockets shall be one inch below grade of the Conti­6�-t, including plant mate-ials, fences, supports, etc., until using the specified mix with 112 of the course aggregate omitted, (2) Plants, after delivery to site and prior to planting. adjacent pavment of an) kind. Grading be done when sot is final acceptance of the work by the L.A. arid city. 3. Designed to water plants by watering needs.[101 /;1)` 1-112" thick. (3) When vines, shrubs, and trees are spotted for planting, but optimum moisture content for working. 234 MAINTANCE -)a C. Conveying and placing of concrete shall be done so as to prevent planting holes are not excavatii,d. 4. Soil moisture sensors.[101 separation of ingredients, and in no case shall the free fall exceed A. Contractor shall maintain d sufficient number of men and 6 feet. Tremies shall be used as required. Surfaces of concrete (4) Specimen trees at source, before delivery. 12, METHOD OF PLANTING AND WORK PROCEDURE adequate equipment to perform the work herein specified. Plan 5. Rain sensors.[51 shall be kept reasonably level, with a minimum amount of concrete maintenance work shall consist of applying water, weeding, being allowed to flow after being placed. Placing shall be (5) Lawn areas prior to planting. A. No planting shall be done until all operations in conjunction caring for plants, including groundcovers, shrubs and trees, performed as a continuous operation until each section is completed. with thp installation of the sprinkler system have been 6. Wind sensors.[51 (6) Planting areas p-.or to planting. planting areas edging, aerating, and mowing of lawns, fertilizing and control D. Concrete shall be spaided and vibrated with mechanical vibrators to completed, final grades have been established, the of pests and diseases. a maximum subsidence, without separation of ingredients. The moving (7) All landscape cot, ­uction items, prior to the start of the have been properly graded and prepared as specified, and the 7. Sensitive to slope factors.[5) y vibration will not be permitted. calendar day maintenance period ("Final Inspection"). work approved by the city. B. Damage to any planted area shall be repaired immediately. of concrete b nts is subject to Depressions caused by vehicles or foot traffic shall be filled 8. Reclaimed or recycled water.[5] (8) At completion Of 180 calendar day maintenance period ("Final 8, The relative position of all trees and pla with topsoil, leveled, and replanted. Exterminate gophers and 7o GROUT approval by the City and shall, if necessary, be relocated as moles, and repair damage. .......7.— Maintenance Inspection"). directed as part of the Contract. T?)tal.Points Claimed. &r A. Grout shall be composed of one part Portland Cement and two parts of ch inspection by the C. The entire project shall be maintained for a period of 180 days fine aggregate by volume. Materials shall be mixed dry and water (9) inspection reports shall be made for ea ity and Contractor� C. All plants shall be removed from thier container and set so commencing from the time all items of work have been complete to [M* *mum Points Required: 601 added just sufficient to make the mixture flow under its own weight. L.A. and one copy shall be submitted to C that, when settled, they bear the same relation to the required the satisfaction of L.A. and city. B. For dry tamp cement grout, a minimum of water shall be added to the grade that they bore to the natural qrade before being mix so that when wet sample is squeezed hard in the hand, surface transplanted. Each plant shall be planted in the center of the D. The project shall be cared for in a neat, clean condition at all moisture, but no free water, shall appear on the sample. Do not mix 6o CERTIFICATION pit and backfilled unless otherwise specified, with the prepared timps to the satisfaction of citvandL A. more than can be used i7h 30 minutes. Prior to job acceptance, written certifications shall be submitted to the soil. No soil in muddy condition shall be used for backfilling. No filling will be permitted around trunks or stems, All broken 244 LAWN MAINTANCE 8. CURING AND PROTECTION city for the following: or frayed roots shall be properly cut off. A. Wat i Water every day once per day for two weeks and A. Quantity and Quality of Commercial Fertilizer and Organic D, L.A. and/or city shall supervise the placing and planting of all L�i n_9 - gradualli redu,.e frequency of watering to three times CITY A. All exposed surfaces of concrete shall be protected from damage due Ferti 1 izer. the'refter DESCRIPTION OF REVISION DATE APPROVED to temperature, elements, and construction operations. plants. per week. Contractor sh,�11 continue to maintain the lawn until B. Quantity and Quality of all Soil Amendments called for by Plans E. In the event that underground construction work or obstructions final acceptance by the I" A andci ty. B. Curi and Specifications. B� Fertilizing - Ap�ply 16-6-8 at the rate of 5 pounds per 1,000 LYLU2 are encountered in the planting operation, alternate locations (1) All exposed surfaces of concrete shall be protected from for plant material will be selected by L.A. and city operation square feet three weeks after installation and water immediately CITY OF RANCHO CUCAMONGA premature drying and freshly placed concrete shall be protected 7o MATERIALS will be done at no Pktra cost to City. thereafter. against wash by rain. All concrete shall be kept wet for a Plant materials indicated on drawings and herein specif7ied shall conform PLANTING OF TREES C. Diseases Pest Control - Two weeks after installatin of lawn, TERAA VOSTA period of ten days after placing. In order that curing water to the following: 13 —ap-p—ly—a—granul-a—r—m—ercurial fungicide of 1.8;1, mercurous chloride may reach both surfaces of walls, the forms shall be loosened A. Position plants in locations indicated on drawings and secure as per manufacturer's recommenaiation, EAST , GREENWAY CORRIDOR and water shall be poured over the tops of the walls and allowed A. Nomenclature - Plant names indicated on the drawings conform the approval before excavating pits, making necessary adjustments as to run down between the concrete and the forms. T'—Standard Plant Names" established by the American Joint indicated. D. ��J n - The lawn shall be mowed at a height of 1-1'12" with a (2) All liquid curing compounds shall be used in accordance with the Committee on Horticulture, Except for names covered therein, the rotary mower, equipped with rollers, before it reaches 2" in manufacturer's recommendations and shall not be used on surfaces established custom of the nursery is followed. B, All pits for trees shall be dug square with bottoms level, the height. Collect grass clipping during mowing operations and C length of sides and depth equal to two times the diameter of the remove from the site. SPE �,MCATPDNS receiving concrete harclener� B. Condition - Plants shall be symmetrical, typical for variety tree ball. Compacted soils at sides and bottoms shall be 90 DEFECTIVE CONCRETE ind—species, sound, healthy, vigorous, free from plant disease, loosened by scarifying or other approved method. Pits shall be After each cutting,, the edge of the grass shall be trimmed to a. insect pests, or their eggs, and shall have healthy, normal root backfilled with "prepared soil" to the required grade, and the Concrete which is not in accordance with these specifications, out of neat and uniform line. The lawn edges shall be maintained 1,E,W, ISHOMES A. systems, well-filling their containers, but not to the point of balance of the pit filled with "prepared soil", thoroughly neatly at all times. LA DATE_5­_�P2�:� line, level, or plumb; showing structural cracks, rock pockets, being root bound. Plants shall not be pruned AT ANYTIME, and in settled by water application. APPROVED BY* voids, spalls, honeycombing, exposed reinforcing or other damaged no case shall trees be topped. R.C.E. kto. 2-49-53 surfaces shall be considered as defective. C. Set plants in center of pit, an a vertical position, so that 254 GROUNDCOVERS AND SWtUB AREA MAMANCE CITY ENGINEE C. Dimensions - The height and spread of all plant material shall crown of ball will be level with finish grade arter allowing for 17i �<11 i�? i tion, and shall be A. waitLerin - new planting shall be watered once per day for twu 0 1 C-) DESIGN RECOMM�NDED ed concrete e s in their normal pos 'F2 weNs cl- LTD. easured with branche watering and settling and shall bear the same relationship to wee k after installation. Reduce watering to every other B. All fins and irregularities shall be removed from expos shall be C'n LIC N0 ete is still green. Where patching is as indicated on the drawings. The caliper of all trees the finish grade that it did to the soil surface in the day for the next two (2) weeks. Water thereafter three (3) surfaces while the concr measured 4"-0" above the surface of the ground. Where caliper 4 0 rn 12ndsWeArdiffe 079 rete shall be removed prior to, times per week until final acceptance. , 11 C_:� mm, required, all loose and unfirm conc oneycombing shall be patched with of other dimensions of any plant materials are omitted for the container. DATE SHEET patching. Minor rock pockets and h "Plant Legend", it shall be understood that these plant D. Prepare depressed water basin as wide as plant balls at each DRAWN 00 East Deere Avenue dry pack concrete. materials shall be normal stock for type listed. y voids with additional ,&hifa Ana,, CA 9270 1000 plant. Water thoroughly, backfilling an 0 F prepared planting mix. (714)2504M 1:�)((79)752-2469 D. jaU�ction - All plant materials must have been previously 0 CA NA CHECKED- Il E NO DRAWING NO, inspected at the nursery by the County.Horticultural Department, and shall be subject to the inspection and approval of the L.A. 3 before planting. DATE FILE NO PRESSURE CALCULATIONS F3 P 4ra" WATElt METER TRhCT NO. 13101 WATER014z .° RmwTz CONTROL V j SIZE XAXn= DEKANDm » kXLVVATION tPRESSURE I R.C.V. P.S.z.. Javt Jow I o " WATER-mrTER .P. BAcamw DEVICE &36 • ® TE PRESS. REG. (P Pb*) MAIN LIXE LOSS TrTTING SS °(16%) . PRESSURE CALCULATIONS ELZVXTIOK Gt ) TOTAL SYSTL4 LOSSES WATER METER # SI E .� 2" IVA 1 i i �`� VRESSU AT ri z .: - X20 JSI r < �a •, .- „ fow- H.G.L. 1411 % " �°� PRESSURETOTAL STATIC PRESSURE AVAILABLE. ELEVATION 1269 REG. PRESSURE AV (P -SET); 142 1(°433 61 P.&L / i bRESIDUAL WATERPRESSURE. % .0 PCITYRESSURE za AT REQUESTED: REMOTE CONTROL VALVE SIDE 1"/2g ! , MAXIMUM DEMAND _ O.P.W ELEVATION GRADIKG'--Nl\ i -) PRESSURE( R,C,V. . P.S.L Ile ` / ) ¢ rt I r SIZE ITEM P,S,t, �t bt 2" WATER METER 1,10 ti 2- R.P. BACKFLOW DEVICE 9-5 d j 2° GATE VALVE 0,1 ivo- tb ' i.•t. 21 MASTER VALVE 1.0 t° 101 PRESS.RED. (FALL-OFF} r . .. mom Att 3- MAIN LINE LOSS WON0 moo woo H ( it ii a " 1`kgs REMOTE CONTROL VALVE 3.7 mom is LATERAL LINE a 0 , , t: (p inr4 ,P' 1 �� ® f a r ' ► M FITTING LOSS (10 ) o Ila ®f f ELEVATION CHANCE I r �• .<` tt �4 4 TOTAL SYSTEM LOSSES rpt ,"'•"_ � PRESSURE REQUIRED AT HEAD: 25.0 " Cr p .. TOTAL PRESSURE REQUIRED: STATIC PRESSURE AVAILABLE: 61,0 REO. PRESSURE AVAILABLE (PRE-SEI): MOB 4 70 goo ®® woo RESIDUAL WATER PRESSURE, • "r �m®�� ° '• `,°. woo CITY RESIDUAL WATER • goo �®��®®®�®�gi�®�®®®® ����®® �� ,a.>a•°W a P PRESSURE REQUESTED: 15.20 P.S.I. was use age Irk m t tw. IRRIGATION PLAN + ., a ^. e ,m®q!®q,°%° °P.°,op %p t.' ..:m '�-0., 'qtr °'•s. � Fat°� - Fps° op all CONSTRIJCT�ON PLAN r Omc 1 d t 0 �00_ W! (p S_ THIS SHEET o of ......... FOR MAINTENANCE ;p0_ �00_ 8p PURPOSES ONLY. i00 ;00 TR. 13273 �gago ref : ;:`;:`:° ,✓ r e. 1 1 90. DATE 0 DESCRIPTION, OF REVISION APPROVED(p• woo 0� goo (CITY OF RANCHO CUCAMONG woo je, TERRA VISTA •: 4 4 goo 000 EAST GREENWAY CORROOR .. ..: Owl Nos woo- AREA 'B" OF MILUKEN PARK N.A.P. 133 goo :LEW, IS , 5.M : .° a.............. ...,. ':::::..:::. ♦. r r•• 4 n HOMES \�(301 LA , 4. APPROVED + r . . Ul CITY ENGINEER R.C.E. No. 24953 to 3:S LIGHTING PLAN I 1po TREE PLAN /0 0 tw _1� o. DESIGN t a 6.^ t LIC. NO 1283 fQ / o l rt ., J_& AjC { � 1750 East Deere Avenue SHEET \� (714)259-4822 hx(M)752-2469 to NO.° CHECKED OF ty . DATE FILE NO t CONSTRUCTION LEGEND CONSTRUCTION NOTES 1, Contractor to verify site conditions prior to beginning construction. Discrepancies shall be brought to EXISTING PINE TREES i j Min. 4" thick natural concrete with medium broom finish. the attention of the owners representative, P TECT IN PLACE. `—� Color 'Riverside buff #C-28 Intergral mix, color available from 2. See grading plans for vertical control. L.M. Scofield Company (213) 723-5285. 3, Contractor shall be responsible for making himself familiar with all underground utilities,pipes and structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement of said utilities. 4.Contractor shall not willfully proceed with construction as designed when it is obvious that unknown obstructions and/or grade differences exist that may not have been known during design. Such conditions shall be immediately brought to the attention of the Landscape Architect.The Contractor shall assume full responsibility for all revisions due to a failure to give such notification. 5. Contractor shall be responsible for any coordinating with other sub-contractors as required to accomplish construction operations. 6. Concrete surfaces shall be formed with long, smooth gradients to reduce dips,abrupt changes and sharp transitions, 7. All curvilinear walks,curbs,headerboards and walls shall have a continuous smooth curve where 1000% / applicable.All forms must be inspected and approved prior to beginning that phase of the work. too 8. All concrete flatwork to be 4"minimum thickness and located as shown. Concrete will be ®I=1 OF WO Now ONO of a 5 sack mix and maximum water/cement ratio shall be in accordance with ACI 301 and / 6 ACI 318.Maximum slump shall not exceed 4 inches for normal weight concrete if consolidation VARIES — SEE PLAN is b vibration. A slum not exceeding 5 inches is permitted if consolidation is b other means. 1/2 R. (TYP.) Y 1? g p Y •� .,'''•"'' / // 1 iv Concrete shall have a compressive strength of 2500 PSI in 28 days.Uses of admixture ""'••• • ` / 5 shall be approved prior to construction and shall be in accordance with the ACI 301. Concrete •----._i.=..,....�_..._».»...»....». ' '' / � y w r cement re a t / :_•_•�................ _ / // that has been pretempered b water o ment after concrete has partially hardened,is no •• � ' •. , ' Y ;�....; .• °.�,, ;..';, �r acceptable. Concrete shall never be covered with sheeting of any kind.Periodic tests of compressive , .•�:• t ,� strength of concrete shall be made in accordance with ACI 301 to verify that it meets design . / ;� *>; . r`: r'� '9�> `Y:": "i {? d•'Jr�' �;w'`L �';;`w'Kx~� requirements. Concrete shall be poured continuously,where possible and thoroughly consolidated by mechanical vibration or other methods in accordance with ACI 301.All finishing shall be in / 6" 7 4 3 2 accordance with ACI 301. TURIN 9.All walks shall be 3 1/2"thick concrete with a medium broom finish. Install expansion joints at TURP ` '`' 12'o.c. and at comers; scorelines at 6'o.c. or as shown of plans and in accordance with all local codes, / / 1 FINISH GRADE 5 CONCRETE SCORE JOINTS 10. Contractor shall coordinate irrigation and lighting sleeve locations under paved areas as required. / QQ' O O SEE PLAN FOR WIDTH & Refer to appropriate plans, • yl" //'�/ �� OQ 2 SUBBASE PER SOILS REPORT LOCATION 11. If in the field, scaled dimensions conflict with stated grades, and/or elevations,the design elevation BASE MATERIAL & DEPTH © CONCRETE PAVING TEXTURE TO shall take precedence. BE MEDIUM BROOM FINISH UNLESS ` % ',., / ; '/j/ PER SOILS REPORT OTHERWISE INDICATED ON PLAN 12.Prior to placing concrete,the Contractor shall sufficiently moisten the subgrade and provide subgrade ♦�/ /// o 4 STEEL REINFORCING PER SOILSpreparation per the soils report, REPORT. IF NONE IS INDICATED (2) DEEPENED FOOTING, AS REQUIRED • ' / // / THEN INSTALL 3 REBAR 13, Verify with the project Soil and/or Structural Engineer for the need for steel reinforcing,base material, • / /j // 18" O.C. (BOTHWAYS) etc. for all hardscape paving,wall footings,etc. (OMIT IN AREAS UNDER 4' WIDE) 14.For masonry and wood construction notes, if any,refer to separate list of requirements within this �' • ' ' / 1 CONCRETE PAVING / package. ♦/ /// / P g / EXISTING TUBULAR 1 CONCRETE PAVING y STEEL PERIMETER FENCE EXISTING TUBULAR II / ♦ s �/ ♦♦ ♦♦ STEEL GATE CONSTRUCTION PLAN PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME SIZE (QTY. REMARK EXISTING TREES WITHIN HOMECOMING APARTMENTS ® I i J \ � \ /y Existing Schinus-Terra Vista 100 L I M I OF WO / � / / Existing Pinus-Terra Vista EXISTING TREES WITHIN GREENBELT Existing Pinus-Protect in place GROUNDCOVER •` i / Marathon IIE-Water Saver Dwarf Tall Fescue Sod 830 SF 71 �•; •'S ' ... •. . r •. '�t. '�,: I /' `� � PLANTING NOTES ® / WEED CONTROL .• / 10. , WHERE PERENNIAL WEEDS EXIST ON SITE AT THE BEGINNING OF WORK,CLEAN AND REMOVE .' THESE EXISTING WEEDS BY MOWING OR GRUBBING OFF ALL PLANT MATERIAL.UPON COMPLETION OF SOIL PREPARATION AND PLANTING OF ALL SPECIMEN TREES,BEGIN WEED ABATEMENT PROGRAM BY APPLYING: 100 POUNDS OF A COMMERCIAL FERTILIZER,46-0-0,PER O/ ACRE AND PER MANUFACTURER'S SPECIFICATIONS.WATER ALL AREAS FOUR(4)TIMES DAILY FOR FOURTEEN(14)CONSECUTIVE DAYS UNTIL WEED SEEDS HAVE GERMINATED,CEASE WATERING FOR THREE(3)DAYS.SPRAY A NON-SELECTIVE,NON-RESIDUAL,SYSTEMIC N ® "'. , ,• ", O// /�/ HERBICIDE TO ERADICATE GERMINATED WEEDS,LET THE WEEDS DIE WITHOUT IRRIGATION DESCRIPTION OF REVISION DATE CIN n '� • * ;`j/ /// FOR A MINIMUM DEPTH OF 1/4 INCH BELOW THE SURFACE OF THE SOIL.IF STUBBORN AND APPROVED ` '• ��// /L/ Q RESIDUAL WEEDS(I.E.BERMUDA)SHOULD PERSIST ERADICATION PROCEDURE SHOULD BE REPEATED.THE TYPE OF WEEDS THAT EXIST SHOULD BE IDENTIFIED AND COORDINATED WITH AN APPROVED LICENSED PEST CONTROL ADVISOR TO ENSURE COMPATIBILITY WITH CHEMICAL CITY O F RANCHO C U CAM O N GA < ' 10 /�/ / / // AND SEASON OF APPLICATION.DO NOT USE MATERIAL OR METHOD THAT WOULD ADVERSELY a ®�, ' // // / ® � SOIL TEST EFFECT W PLANTINGS,SLOPE STABILIZATION OR HYDROSEEDING. TERRA VISTA 08 / // AFTER ALL SOIL HAS BEEN IMPORTED TO THE SITE AND ROUGH GRADING COMPLETED BUT 9 \ // / / PRIOR TO SOIL PREPARATION,THE CONTRACTOR SHALL FURNISH A COPY OF THE SOIL TEST FOR EAST GREEN WAY CORRIDOR AGRICULTURAL SUITABILITY AND FERTILITY(PREPARED BY A CALIFORNIA ASSOCIATION OF AGRICULTURAL LABORATORIES MEMBER)TO THE CONTRACTING OFFICER. UPON TU REVIEWING THE SOILS REPO T THE CONTRACTING OFFICER MAY MAKE SPECIES CONSTRUCTION & LANDSCAPE PLAN �� .'( ♦ / SOIL PREPARATION (LEGEND, DETAILS & NOTES) q _ MACHINE ROTOTILL THE FOLLOWING AMENDMENTS INTO THE SOIL AT RATES INDICATED PER C 1000 SF:(THESE RATES ARE FOR BID PURPOSES ONLY,ACTUAL RATES TO CORRESPOND TO LEWIS HOMES CONTRACTOR'S SOILS REPORT). PLANTING PLAN 4 CU,YDS NITROGEN STABILIZED SAWDUST DATE 150 LBS. GYPSUM o�,ANDSC4pf-IAPPROVED BY � ���\,/ C�L�� ( ,��� 3 125 LBS STANDARD FERTILIZER ��.*�� 101y� ,� CITY N � T e a w a 1! RECO RECOMMENDED ENGINEER, RCE 53 DEEP ROOT BARRIERS y �� 2782 KGs DESIGN `�^N� ALL TREES WITHIN 5 FEET OF ANY PERMANENT HARDSCAPE ELEMENT SUCH AS CONCRETE 0 WALKS,WALLS OR BUILDINGS SHALL BE PLANTED WITH AN APPROPRIATE SIZED LINEAR ROOT o�"c RD Landscape Architecture BARRIER(SEE DETAIL ON THIS SHEET).- and Planning * DRAWN 3193-8 Alrport Loop Drive SHEET SCALE S14 1 � � NG,LH,BE Costa Masa, CA 92826 �� Rlohard Polhomus, Uos s• CA—/2782 20 OF 21 �F At- CHECKED DRAWING NO. CRCE NO. 5 1�t=10� qJ� Del•p' Q� (949) 644-9370 (714210-3140 FAIT RD,RP1443-L DATE FILE NO. T a NOTES: PIPE SIZING / SLEEVING C_ RESTORE ALL EXISTING PLANTING MATERIALS DISTRUBED BY THIS LEGEND TO BE USED FOR LATERAL LINE PIPE IRRIGATION LEGEND J) TRENCHING OR OTHER CONSTRUCTION ACTIVITY. INSTALLATION. ALL MAINLINE TO BE SIZED AS INDICATED ON PLAN SYMBOL MFG. MODEL NO. DESCRIPTON RAD, GPM PSI REQUIRES NEW 14 GAUGE STATION WIRE AND A NEW COMMON WIRE'TIED' INTO EXISTING COMMON WIRE. PIPE SIZE GPM's APPROX. #HEADS 3/4" 1-8 1-10 RAINBIRD 1806-8Q SAM-PRS QUARTER SPRAY HEAD 7' ,21 25 1" 9-14 11-14 O RAINBIRD 1806-8H SAM-PRS HALF SPRAY HEAD 7' .41 25 1 1/4" 14-23 15-20 RAINBIRD 1806-8F SAM-PRS FULL SPRAY HEAD 7' 1.05 25 11/2" 24-34 21-30 RAIN BIRD 1806-12Q SAM-PRS QUARTER SPRAY HEAD 11' .60 25 / 2" 35-45 31-35+ RAIN BIRD 1806-12H SAM-PRS HALF SPRAY HEAD 11' 1.2 25 NOTE: LATERAL SIZE IS SHOWN AT EACH VALVE EXIT. �V RAIN BIRD 1806-12F SAM-PRS FULL SPRAY HEAD 11' 2.6 25 / NOTE: CONTRACTOR IS REQUIRED TO PROVIDE 010*0 SLEEVING FOR ALL LATERAL LINE AND MAINLINE UNDER ALL PAVING SURFACES THAT EXCEED I'WIDE. CONTRACTOR MUST USE ADJUSTABLE ARC NOZZLES OR NOZZLES TO AVOID OVERSPRAY AND ENSURE FULL COVERAGE, / THE CONTRACTOR IS REQUIRED TO USE (SEAL-A:MATIC) CONNECT NEW VALVE TO EXISTING MAINLINE/CONTROLLER: POP-UP BODY'S ON ANY HEADS ON A SYSTEM WITH Y OR GREATER ELEVATION CHANGE. THE 8'SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED IN THE FIELD. CONNECT TO EXISTING 3 MAINLINE OF TERRA VISTA EAST GREENWAY ANY HEADS THAT NEEDS A REDUCTION OF MORE THAN 50%OF THE LISTED SPRAY PATTERN ' CORRIDOR. CONNECT TO EXISTING CAL-SENSE CONTROLLER G LOCATED WILL REQUIRE PRESSURE COMPENSATING SCREENS. AT THE END OF PALM MEADOWS DRIVE. THERE ARE CURRENTLY 23 24 5 VALVES ON THIS 32 STATION CONTROLLER. REFER TO IRRIGATION PLANS PREPARED BY LAND CONCERN & DD PAGAN 0. DRAWING NUMBER 1443—L. ® RAINBIRD PEFB-CP-PRS-D SERIES REMOTE CONTROL VALVE- SIZES INDICATED, SET VALVE SHEET 7 OF 19, PRESSURE REGULATOR TO OPPERATE @ 25 PSI TO HEADS UNLESS CALCULATIONS NOTE OTHERWISE. 00 ` CONTACT ED TEMME, MAINT. COORINDATOR, CITY OF R.C. AT (909) 354-2335 PVC SCHEDULE 40 LATERAL LINE- 12" COVER IN PLANTING AREAS, LIM _ OF WO I>r _ ;� FOR ACCESS TO CONTROLLER AND TO COORDINATE CONSTRUCTION WITH 24"COVER UNDER PAVING. - SIZES INDICATED. ® I>• , i EXISTING CITY MAINTENANCE OPERATIONS. EXISTING MAINLINE •i SIZES INDICATED (SLEEVE UNDER ALL HARDSCAPE). PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE. -PROVIDE — — — SLEEVES UNDER ANY PAVING THAT EXCEEDS I'WIDE. '"��•' PRESSURE LOSS CALCULATIONS - - "'� INDICATES STATION NUMBER WATER METER 'G' 2" X X' INDICATES CONTROLLER EL EVAT/ON zone 2 X x INDICATES GPM STATIC PRESSURE HIGH 63 PSI LOW 60 P.S.I. INDICATES VALVE SIZE SOURCE OF INFORMATION CITY DRAWING # 1443—L `• , i PHONE NUMBER (909) 987-2591 IRRIGATION NOTES v i DATE OF INFORMATION 01/22/04 DIAGRAMMATIC PLAN H.G.L. MEAN ELEVATION 1411 (REQUIRED /F STATIC THIS SYSTEM IS DIAGRAMMATIC.ALL PIPE, VALVES,ETC. SHOWN WITHIN PAVED PRESSURE /S UNKNOWN AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN• j/�L , �\ 0 ) PLANTING AREAS AND JOINT TRENCHES WHEREVER POSSIBLE, yr O WATER METER EL EVA TION 1269 142 X .4J3 = 61 PSI SPRINKLER ADJUSTMENT REQUIRED REMOTE CONTROL VALVE # G/24 SIZE 1 " THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS � • ���i ♦�/ FOR OPTIMUM PERFORMANCE AND PREVENT OVERSPRAY ONTO WALKS AND MAXIMUM DEMAND 19 G,P.M. ROADWAYS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS. CONTRACTOR TO USE ELEVATION OF HIGHEST HEAD 1269 PRESSURE COMPENSATING SCREENS WHEN RADIUS IS REDUCED MORE THAN FIFTY PERCENT(50%). SIZE ITEM P.S.I. LOSS INSTALL ALL HEADS A MINIMUM OF 18"AWAY FROM BUILDING WALLS&A MINIMUM 2 WATER METER 1.0 OF 12" AWAY FROM ALL STUCCO SURFACES AND 2"-6"FROM ALL HARDSCAPE. , 2 R.P. BACKFLOW DEVICE 8.5 2)p MASTER VAL VE 1.0 FIELD CONDITIONS 2" GATE VALVE 1 DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE 4" MAIN LINE 2.5 DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE R.C.V. ASSEMBL Y 4.3 CONTRACTING OFFICER. IN THE EVENT THAT THIS NOTIFICATION IS LATERAL LINE LOSS 3.0 NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY I I ',. �, e` ♦` FITTING LOSS (107o) .5 REVISIONS REQUIRED, ELEVATION CHANGE (+/—) 0,0 SWING JOINTS PRESSURE TO OPERATE HEADS: 25 PER CITY DRAWING, TOTAL PRESSURE REQUIRED: 45.9 MINIMUM PRESSURE AND MAXIMUM GALLONS REQUIRED LOWEST STATIC PRESSURE AVAILABLE: 61.0 THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATIONAL PRESSURE AND A MAXIMUM DEMAND AT THE POINT OF CONNECTION, AS NOTED ON THE PLAN. BEFORE INSTALLING THE SYSTEM,CHECK POINT OF CONNECTION AND IMMEDIATELY RESIDUAL WATER PRESSURE: + 15. 1 NOTIFY CONTRACTING OFFICER IF PRESSURE IS NOT AS NOTED OR THE REQUIRED GALLONS PER MINUTE IS NOT AVAILABLE. CITY REQUIRED RESIDUAL WATER PRESSURE: 15-20 PSI WATER LINE UNDER PAVING ALL MAINLINE UNDER PAVING SHALL BE INSTALLED 24" DEEP. ALL LATERAL LINES UNDER PAVING SHALL BE SCH 40 PVC AND INSTALLED 24" DEEP. SYSTEM COVERAGE THE IRRIGATION CONTRACTOR IS TO ADJUST HEAD LOCATIONS IN THE FIELD IN TO SPRINKLER - ANGLE PIPE TO ORDER TO GUARANTEE 100%COVERAGE. CONTRACTOR TO CONTACT THE SPECIFIED DEPTH WITH 45' ELLS POP-UP TURF HEAD BODY SET TO SCH 40 PVC MALE ADAPTOR 1/4- ABOVE FINISH GRADE EENNO OF WIR SOCKET oVER CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGE(S)RESULTING IN SCH 80 PVC UNION "SNAP-TITE" WATERPROOF FINISH GRADE ADDITIONAL COST TO THE OWNER. BRASS OR PVC NIPPLE CONNECTORS OR EQUAL STEP 1 STRIP WIRES APPROX.. 5/6" Z ELECTRIC CONTROL VALVE _ _ _ _ __ _ � EDGE g PLASTIC VALVE BOX " Z MARKED IRRIGATION RCV TTT—�jTT I TT( jT - (CARSON OR EQUAL �-r I(,.,.T Iii I I I ETCHED WITH CONTROLLER .Tr �--�T AND VALVE SEQUENCE TTS= z PIP MIN, RA ? f � STEP 2 PUT CRJMPNRI OVER I FINISHGRADE� WIRE ENDS DS -- CRIMP SLEEVE Z_ SIDEWALK z MOISTURE N vevo SENSOR SCH 80 PVC NIPPLE APPLY SEALER TO INSIDE c iv WHERE RED (MINIMUM 2 LONG) OF SEALING PLUG REQFILL BASE SOCKET WITH SEALER PIG TAIL EXPANSION s ? 3" ^ LOOP (MIN. 24" LONG) SCH 80 NIPPLE - 6" LONG SCH 4-0 PVC z f TCX 90' ELL STEP 3 <o FLOW ( BRASS ANGLE DATE CITY ti " VALVE W/UNION MARLEX 90' STREET ELL �� DESCRIPTION OF REVISION APPROVED 00 3 po3/4" WASHED I ^ o p z o o� CRUSHED AGGREGATE CITY OF RANCHO C U CAM O N GA a � N� aoiP "o,oAoip d0•d PUSH SEALING PLUG INTO o'ao o'o^o' SCH 80 PVC NIPPLE MARLEX 90' ELL BASE SOCKET UNTIL IT LOCKS v CONTROL & COMMON WIRES NON-PRESSURE STEP 4 TERRA VISTA LATERAL FITTING EAST GREENWAY CORRIDOR NON-PRESSURE LATERAL LINE PUSH WIRES TO END OF BASE IRRIGATION P LAN a BRASS NIPPLE SEALING OAF CONN CTONN (LEGEND, DETAILS & NOTES) SCH 40 PVC SXSXT TEE NOTE: " " LEWIS HOME S PRESSURE SUPPLY LINE 1. LOCATE HEAD 2 W 6 FROM WALKS, CURBS, HAROSCAPING, MOW STRIPS, CRAINBIRD SNAP ONNECTOR -¶n WIRE NOTES: AND EDGES OF LAWN. 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. 2. USE TEFLON TAPE ON ALL MALE THREADS. ) /)/ DATE r 2_ 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. \00SC4p APPROVED BY , / ( / (� b 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE a a�.0 0 PO( f/ CITY ENGINEER ' �� �'�� -"�' �.� RCE NO. 24953 c 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. �r 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4. HEAD CONNECTION AT BOTTOM INLET ONLY, m vy o-6 2]82 Os DESIGN 1 T t Q A P t RECO D VALVE NUMBER. ac / RD Landscape Architecture -+ - and Planning N CITY OF RANCHO CUCAMONGA9 CALIFORNIA o CITY OF RANCHO CUCAMONGA9 CALIFORNIA o CITY OF RANCHO CUCAMONGA9 CALIFORNIA * * 3 N �.APPROVED BY, REMOTE CONTROL VALVE WITH STANDARD PLAN ai APPROVED BY, STANDARD PLAN "APPROVED BY SCALE I DRAWN 3195-11 Airport Loop Drivs SHEET STANDARD PLAN 1 rJ (� Costa Mesa, CA 92626 POP—UP TURF SPRAY HEAD o WIRE CONNECTOR S� ��Q NG,L".BE Richard Poihomus, Ucenso CA-/2762 21 OF 21 5 _ SHUT—OFF VALVE & UNION 520 _ 537 _ 520 9 , ' 1 ��O �F Ball `O� (949) 644-9370 (714) 210-3140 FAX U CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DAT USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ` CHECKED DRAWING NO. SHEET t of t OF CA,-� RCE NO. @ R.CE 24953 SHEET i OF > ¢R.C,E. 24953 RD,RP DATE FILE NO, 1443-L d �R,C,E. 24953 SHEET 1 OF 1 r O s