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2814-L
\_J UV 11@ T ED PROJECT SITE ea FOOTHILL BOULEVARD C S lpw77 r ryr � �_ ='x"55,..,•5 �' „—__,_ .-- -::. I HAVE COMPLIED WITHT CRITERIAF T9 1 ORDINANCE AND .0 .... Sfl:. e,l..io p,ark L" APPLIED THEM FORT F EFFICIENT USE OF WATER IN THEEP ..•gptq F " i LANDSCAPE DESIGN PLANS, ,�• ij P �^d {w'�^ �.� IlI i _. ` Com' i? 3?@l,f9 r G3 8 5 i rs_ l H efinX Rd — r' w a 5S w x �tN, C�I,If' F T IIIITIN PLi [1,"Il HtIE M: 1335Itf,€_F I I _ _ � - i�,-.,_ ti �a','3.Y :�Y" $ :, ,_ a, x:.c* _ Fx,i$-��.,: s�"'"�^� >'?rrv;""'.`" 7_"_"'_.,°"- ..,..._..,-..�_. �` r..,t_ SHALLBE ET'I'1TI� THE IRRIGATION CONTROLLER F SUBSEQUENT MANAGEMENT PURPOSES.'•. I �. Fain,N.,,s5t ,;: ^:; >. .� -. .... ..., u.. :^.. N. d.ViL'%E-Y _. ....,.� ,.._......._..-. ` €.3",:3_`,....„T+.Pd F§^ -'e.._:. m€S.;R u^c%h: F- 5t FhS ,..-,-a—'_,"' ._.......,-,... .,0.u¢'.. «^-" ._-'-,-'' 2" ... ..r..m..""'?'%�* : "' k"n�5ii.;shi�- �3 -. ,T,. a.<s». a, ..., l n"k2 X,`i.T� .VY: f ' i. "`. „✓.• b",=`t ,.: ... i,•..ti»r. e-„...,,-,.Ac—..",.-.a«.n.^_ wa,:»aav S°S Y"Mt�”-=...... ! 9- +vd'r .. z4' :x'�;^£`. �� Se l' - y Y .:: �^a.�a,�.x ms. —.-.•... .Ya` �. t is ._» �.i .. p� s ._p3: ':.^...: N IRRIGATION AUDIT REPORT SHALL BE COMPLETEDAT THE TIME .1 `�.. �, "!, F:. ,.�.:.al ' -.. ., .4,..r' ,�a Y A d. Y ^. iii".�.*i?1€a .,... 5` ..-,--„,.,,.�............... .............. w,. ..d'"'. Fps a6 .. :':. � t'r _.. .., t'yfkt C'dil' y. o-.-, 4” :. ' .. R fig i 1 -. ,. b i ,�.. yry�S. r/.,-,tR <- 'O" .'� ' v �..: 'Ute.. -_ ,a..... ....._,-_....--. .,� .... '*... `^., Ad:. � � _ - _,:� �r, _ __.,�_z-_m^�,�,.a��_=�_ RF, _ _ �., .. , ._. x u,. q,.. {f 5 1 ..T d, .,aek-.. ¢k % eh,".' d.:Rv k\ a ...Fl. v .... ,�gypg.;�v�'. ��1 -S,': 3.! AWA -. �^.. rMi�i'�d g � CSF FI L INI�ETIN'. - `':... ..: �;:.. e: v.... W,; " �,' : ( �' y`"L`�"�w'�%�,""�=`;.- ��•^ '� I a `.q -. i�.-� I^�?'' �.'K."_�"„ � 1, `. .:t<.�,,! ¢,`�<i 3 .w ., x i S � :. .aq I „{sa.+; .S&-` 3 1.+ R« '2 i ➢ i j v _ ?N s,sn`t � .f.:�'p�7�:.�1`fi " 1 �. <i, P A: N H U C A hA 0 N G F.1 C _ � S'R. A . s"�I "S4Y i1'a lJ�,S'sa," t� t ft't: .:... - i s' I ",_i -..i3 Si .._"f'k. :n. -..,:$ NOTE: • �i,•-_uc_ -_-A r � s tw7 -[. ......L. "......tiF.a 'PRESSURE� FTI WATER wF i7, • ow } q pJ.156 C . 1 1i p�d�ypP.M.B. 198 4 PM 3 B. /4. • Te DISTRICTrtiri CUCAMONGA VALLEY WATER -2691 _ 4 I 3iF ¢ i�C} d ^.5 ' q+i W"4kf2r�.l. LLJ " :, ice' ..r: 4 I �1C37J'C:- erg';. � ; p' X31 _' ; +-k,E�.: �x rrl 3E 9 P x j v tl y5�i ,+'"` %•r r,ti -„%.. �' . ............ __.........., .... ..._.._..,-.-�.,..,:._ _.. __,,..,,.._.. ,.-...,,,_,_ : -_._ __.� , ...�.S.:+ n" ;, �y•� �J :. rYr_, %as' Sheet List Table (< ,-,.....,.,._,�. .,>............,-._._ -...-._....�-.,. _..._..--___.... ,..-,_,.._..,..�......... . $s.s ..,..-lilt �t _.._y„a_?d-tI,. .,t.-',.. �y s,S I +..,,_.........".,._._..... --- -------- .[..1 ....... - 7fr .��.f � d�$ �kd' ...._._,._-,... �...............Ymr. P ......'T,.,f.,.fi'.�¢ga+k--b"r�"'`{' Sheet Title S '•�'A 'a E �tr fA .faSy. �� Number - e ItjT 7CSCALE j ._ A �� CONSTRUCTION L,. , _ � `s. s t i t CONSTRUCTION PLAN DETAILS MAINTULE ADD TO IRRIGATION CONTROLLER CABINET IRRIGATION PLAN A 'Weekly Bimonthly Monthly Quarterly biannually Annually PLANTING PLAN 5 Check irri atan coverage Verify ET irrigation Check mulch coverage and conduct general inspection Prune and trim: shrubs and Prune and trim slow - and adjust Beads. J controller is functioning replace. with owwnei, fast growing evergreen growing and deciduous trees, .TI,ILS y._ -.. .-. 'meed and cultivate shrub pro . erl I � Check water basins around Controller Cabaret- p en trees.PLANTING DETAILS and ground cove areas. Ede ground cover and trees and s mbs a�replace. , Cabinet And dean but Inspect trees for girdling her Mow ground covers, IRRIGATION SPECIFICATIONS 8 lawns, — Debris And Replace Battery stake ties or lays and Check for and remove dead Trim hedges and topiary As Necessary. Check Wiring replace, IRRIGATION SPECIFICATIONS' seed pods, flowers,, brancheshrubs. and plants. Fertilise seasonal color and sAnd Repair As Needed And. T SPECIFICATIONS I bedding plants. Check Clock And Reset If Fertilize tree l"�Io�a Fast Growing ground s, shrubs, and Check for and repair t Submit S� owner a. r�✓ea�rd �f �Terei�✓ssa Coversextra work, and chemicals ground cover. PLANTINGIF used. vandalism damage. oc- Visually Inspect PLANTING SPECIFICATIONS Check for snails, rodents, Components For Leafs rr Irrigation verify 5 I� LAN insects; fungus, diseases, and pressure ET controller if functioning Settings, Settlement r ether Damage Affecting other pests apply remedy. properly and adjusting The Operation of schedule for seasonal Component RepairAs Sprinklers visually check for variations and other Needed. DESCRIPTION OF REVISION DATE crTy APPROVED: any broken misaligned or conditions which may afrect clogged heads. Heads with. the amount of gaiter needed Remote control valves,ONGA CITY OF RANCHO C: I incorrect are, inadequate to maintain plant health, isolation valves ail. quickCAM or owerspray and adjust as necessary, coupler valves visually STREET LANDSCAPE PLANS low hear drainage. Repair as inspect for leafs, settlement, FOR'. needed. Filters and strainers visually wire connections andcheck ROU T -E 66 for leafs, broke fitting clean and flush pressure settings. Repair or 11668 FOOTHILL BLVD adjust as needed. screens, RANCHO CUCAMONGA., 091730 and laterals LANDSCAPE INDEX SHEET DRIVEMainline ' ` visually inspect for leafs or SC I APPROVED BY: DATE: l0 17-111 ' settlement of trench. ,D AA CITY ENGINEERSCE: 67514 DIAL TOLL FLEE 1-800--227--2600 -f- f/ -y �y �+ �i DESIGN FLAN PREPARED BY: RECOMMENDED � � � � � - � Call: TOLL FREE � s,NA _ EXP AUGUST 31, 2020 C _. 305 N. Harbor Blvd, Butte 222 ^y, Cly 'j'�syl; _ DRAWN Fullerton, California 92332 SHEET �y p, TWO l[[---i��T �P,,,+V,rY�V� �q Dpp�£Yy.�3. - :' � �-24-19 � TeY. (7S+]) fi56-0417 C�-L,rEyttiS p BEFORE I"'' V I� G..e I V lJ DIG � -41 %333 KL Charles California Ucense#3098 1 OF 12 2 i UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ��CAI3� NECKED S. Lary R.C.E. fro 3098 DRAWING NO. TWO WORKING DAYS BEFOR YOU DIG I C. .L DATE 1111 `Z1Z FILE NO. as 2817-L SA CUT AND REMOVE EXISTING INTERLOCKING PAVERS, EXISTING CONCRETE CURB TO REMAIN ........ ... V N MEOW m w, X., INNS" _m mwWw"N' 0--m-V NOW N - N Af. v /1 0 lJ I �F _d AN n Ai �'j oe 'A PILLAR (TYP. "o CALLOUT NOTES CON STRUCTION NOTES (D CONCRETE PAVING- NATURAL COLOR WITH MED BROOM FINISH SEE DETAIL B SHEET L2 CONTRACTOR TO VERIFY SITE CONDITIONS AND REVIEW CIVIL ENGINEER'S GRADING & UTILITY PLANS PRIOR TO BEGINNING CONSTRUCTION. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS REPRESENTATIVE. Q %" WIDE BY Y2" DEEP SCORE LINES. LAY OUT AS SHOWN ON PLAN 2 SEE GRADING PLANS FOR VERTICAL CONTROL- VERIFY COMPLIANCE WITH ADA REQUIREMENTS C01LORED CONCRETE PAVING- INTEGRAL COLOR TO BE SCOFIELD, CHROMIX L, C- I I DESERT SAND MED BROOM 7,S AND STRUCTURES. FINISH. SEE DETAIL'B'SHEET L2 3 CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ITIMMER SELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES STAMPED ASPHALT -RED IN 4.5"x9" HERRINGBONE PATTERN, WITH 20�x2O'WHITE ROUTE 66 CONTRACTOR SHALL TAKE SOLE RESPONSIBILI'T'Y FOR COSTS INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAIDUTTLITIES. BADGE PAINTED ON TOP AND 18" WIDE GRAY BAND ALONG EDGE OF ASPHALT. PAINT TO BE 4 CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OB VIOU'S THAT UNKNOWN OBSTRUCTIONS AND/OR IMMEDIATELY BROUGHT TO THE INDUSTRIAL GRADE TRAFFIC STRIPING PAINT APPROVED BY THE CITY. SEE DETAIL A SHEET L2. GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN, SUCH CONDITIONS SHALL BE 4x8" BRICK INTERLOCKING PAVERS: RUNNING BONDPATTERN- SEE DETAIL E SHEET L2 AND DETAIL, ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT. THE CONTRACTOR. SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. SHEET L2 5 CONTRACTOR SHALL BERESPONSIBLE FOR ANY COORDINATING WITH OTHER SUB CONTRACTORS 4x8" (16" WIDE) BRICK DOUBLE BAND SET IN SOLDIER COURSE NEXT TO ADJACENT COLORED CONCRETE AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS. PADS. SEE DETAIL D SHEET L2 EDUCE I DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS, POURED IN PLACE CONCRETE POST, NATURAL COLOR, WITH SAND BLAST AND SMOOTH FINISH- SEE 6 CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENTS TO R_ DETAIL 'G' SHEET L2 7 ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO BEGINNING SUBSr- QUENT WORK. 48 HRS.MTN. NOTICE REQUIRED. TILE RECESSED FLUSH WITH CONCRETE SURFACE- SEE DETAIL F SHEET L2. TILE PIECES TO BE 12" SQUARE N RA WHITE GLASS TILES OR TILES PROVIDED BY THE CITY OF RANCHO CUCAMONGA WITH CITY APPROVED IMAGES. 8 ALL CONCRETE FLATWORK TO BE 4" THICK MINIMUM, AND LOCATED AS SHOWN. CONCRETE WILL BE OF A 5 SACK MIX A TD MAXIMUM WATER/CEMENT TIO SHALL BE IN ACCORDANCE WITH ACT 3:01 AND ACE 318. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES FOR NORMAL WEIGHT CONCRETE IF CONSOLIDATION (D TTALL MONUMENT PYLON WITH ROUTE 66 PLACARD. SEE DETAIL'H'SHEET L2 IS BY VIBRATION. A SLUMP NOT EXCEEDING 5 INCHES IS PERMITTED IF CONSOLIDATIONS BY OTHER MEANS. CON -CRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 2800 PSI IN 28 DAYS. USE OF ADMIXTURE SHALL BE APPROVED PRIOR TO CONSTRUCTION AND SHALL BE IN ACCORDANCE WITFI THE ACT 301. @ VICTOR STANLEY: RB -28 METAL BENCH (COLOR GREEN) BOLTED INTO CONCRETE WHERE SHOWN ON CONCRETE THAT HAS BEEN PRE TEMPERED BY WATER OR CEMENT AFTER CONCRETE HAS PARTIALLY HARDENED, IS NOT ACCEPTABLE. CONCRETE SHALL PLANS NEVER BE COVERED WITH SHEETING OF ANY KIND. PERIODIC TEST OF COMPRESSIVE STRENGTH OF CONCRETE SHALL BE MADE IN ACCORDANCE WITH ACT ALHAMBRA FOUNDRY - 4'SQUARE METAL TREE GRATE WITH 11 RADIAL CIRCLE PATTERN GROOVES 301 TO VERIFY THAT IT MEETS DESIGN REQUIREMENTS, CONCRETE SHALL BE POURED CONTINUOUSLY, WHERE POSSIBLE, AND THOROUGHLY CONSOLIDATED 11 BY MECHANICAL VIBRATION OR OTHER. METHODS IN ACCORDANCE WITH ACT 301. ALL FINISHING SHALL BE IN ACCORDANCE WITH ACT 301, @ EXPANSION JOINT- FULL DEPTH 1/2"THTCK FOAMTECH WITH 1/2" WIDE BEAD OF ELASTOMERIC 9 INSTALL EXPANSION JOINTS AT I0' CIC AND AT CORNERS. (UNLESS OTHERWISE DELINEATED ON PLANS), SEALER. SAND ELASTOMERIC SEALER TO MATCH ADJACENT CONC. COLOR 10 ALL STEPS SHALL HAVE HANDRAILS PER. CODE WHERE REQUIRED, SEE PLAN FOR STEP LOCATIONS. 13 CONCRETE CURB - EXISTING TO REMAIN 1.1 CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PANED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. 12 IF, IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/ OR ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE PRECEDENCE. CONTRACTOR TO SUBMIT CUT SHEETS FOR ALL HARDSCAPE MATERIAL& INCUDING BUT NOT 13 PRIOR TO PLACING CON -CRETE, THE CONTRACTOR SHALL SUFFICIENTLY MOISTEN THE SUBGRADE AND PROVIDE SUBGRADE PREPARATION PER THE SOILS LIMITED TO INTERLOCKING PAVERS, TILES, PYLON COBBLE, PRECAST ROUTE 66 SHIELDS, REPORT AND PLACE STEEL REINFORCING AT THE SIZE AND SPACING INDICATED IN THE DETAILS WITH I" MIN CLEARANCE TO EDGE OF CONCRETE. STAMPED ASPHALT MATERIALS AND BENCHES. 14 ALL CONSTRUCTION SHALL CONFORM TO GOVERNING CODES AND ORDINANCES, CONTRACTOR TO PROVIDE Tx4'SAMPLE OF COLORED CONCRETE IN FIELD FOR APPROVAL PRIOR 1.5 WALL DIMENSIONS APPLY TO FACE OF FIRST COURSE OR AT FINISH GRADE. -TS IS T14E RE, SPONSIB L TY OF E CO CTOR TO INSTALLATION 16 COMPLIANCE WITH ADA ACCESSIBILITY STANDARDS FOR MATERIALS, FINISHES, AND GRADIEN THE NTRA INTERLOCKING PAVERS TO BE'MONTECITO'RED AND GRAY FLASHED'HOLLAND'STYLE PAVER, WHERE SUCH STANDARDS APPLY, 80MM THICK OR APPROVED EQUAL BY ORCO BLOCK. ORCO.COM (951)685-8498 17 THE CONTRACTOR IS TO COMPLY WITH ALL OTHER APPLICABLE LOCAL CODES AND ORDINANCES. 19 CONTRACTOR IS TO NOTIFY LANDSCAPE ARCHITECT 48 HOURS PRIOR TO POURING CONCRETE FOR A "PRE -POUR" INSPECTION OF ALL CONCRETE FORMS. 19 ALL WALKS 5.0% OR GREATER. SHALL HAVE HANDRAILS, BOTH SIDES OR WHERE SHOWN ON PLAN. 20 ALL PEDESTRIAN AND LANDSCAPE SURFACES WITH A DROP OFF OFF OF 30" OR MORE SHALL BE PROVIDED WITH 42" TALL SAFETY RAILING IN CONFORMANCE WITH ADA STANDARDS. o� EJ ---------- HATCHES FOR -CONSTRUCTION CALL OUT NOTES QTY 4x8" BRICK INTERLOCKING PAVERS: RUNNING BONDPATTERN. (SEE, CALLOUT # 5) 2,015 SF COLORED CONCRETE PAVING- INTEGRAL COLOR TO BE SCOFIELD, 938 SF CHROMIC L, C -I I DESERT SAND MED BROOM. FINISH. (SEE CALLOUT # 3) TTALL MONUMENT PYLON WITH ROUTE 66 PLACARD. (SEE CALLOUT # 9) 2 TILE RECESSED FLUSH WITH CONCRETE SURFACE. (SEE CALLOUT # 8) 32 SF STAMPED ASPHALT -RED IN 4.5"x9" HERRINGBONE PATTERN, WITH 2(Yx2O'WHITE ROUTE 66 1,935 SF BADGE PAINTED ON TOP AND 18" WIDE GRAY BAND ALONG EDGE OF ASPHALT, PAINT TO BE INDUSTRIAL GRADE TRAFFIC STRIPING PAINT APPROVED BY THE CITY. (SEE CALLOUT ff 4) N 0 10, 201 30, 4,01 mmm CITY OF RANCHO CUCAMONGA STREETLANDSCAPE PLANS 0 FOR --- -------- ---- ROUTE 66 C N I 11668 FOOTHILL BLVD ........ .... ... LANDSCAPE CONSTRUCTION R MAYTEN AVENUE TO MASI DRIVE DATE. Underground Service Aler t o� EJ ---------- HATCHES FOR -CONSTRUCTION CALL OUT NOTES QTY 4x8" BRICK INTERLOCKING PAVERS: RUNNING BONDPATTERN. (SEE, CALLOUT # 5) 2,015 SF COLORED CONCRETE PAVING- INTEGRAL COLOR TO BE SCOFIELD, 938 SF CHROMIC L, C -I I DESERT SAND MED BROOM. FINISH. (SEE CALLOUT # 3) TTALL MONUMENT PYLON WITH ROUTE 66 PLACARD. (SEE CALLOUT # 9) 2 TILE RECESSED FLUSH WITH CONCRETE SURFACE. (SEE CALLOUT # 8) 32 SF STAMPED ASPHALT -RED IN 4.5"x9" HERRINGBONE PATTERN, WITH 2(Yx2O'WHITE ROUTE 66 1,935 SF BADGE PAINTED ON TOP AND 18" WIDE GRAY BAND ALONG EDGE OF ASPHALT, PAINT TO BE INDUSTRIAL GRADE TRAFFIC STRIPING PAINT APPROVED BY THE CITY. (SEE CALLOUT ff 4) N 0 10, 201 30, 4,01 mmm CITY OF RANCHO CUCAMONGA STREETLANDSCAPE PLANS FOR ROUTE 66 11668 FOOTHILL BLVD RANCHO CUCAMONGA, CA9173:0 LANDSCAPE CONSTRUCTION FROM MAYTEN AVENUE TO MASI DRIVE DATE. Underground Service Aler t APPROVED BY: CITY ENGINEER RCE: 67514 OR E Call: TOLL FREE DESIGN PLAN PREPARED BY: RECOMMENDED KL 1-800 DRAWN 305 N. Harbor 5W, Suite 222 Fullerton, Califamia 92832 SHEET 422-413:3 KL Tel: (714) W-0417 2 OF 1 2 harles . Lamb q0 98 CSR.CZ NO_ DRAWING NO. CHECKED TWO WORKING DAYS B� FORE YOU DIG C.S.L 11/14/17 DATE FILE NO. 2817-L 4'" IN PEDESTRIAN AREAS 81' IN PEDESTRIAN AREAS 6" IN VEHICULAR AREAS 12" I1`+T VEHICULAR AREAS 4' 1 2 1/2'" R 1 2 3 1" IN TURF 1-1/211 5 1/2" 2" IN GC AREA LEGEND a " a P o \ 2=_P 1 CONCRETE CURB o a d xr_11_ 7 2 1MORTARXX 2 INTERLOCKING PAVERS- PERMEABLE HOLLAND, SET IN HERRIi dGBC�I E PATTERN i AT 45°TUSCAN BLEND BY ANGELUS e PAVING STONES 714OR�tw�v ar�g�lusblc�cIC.cc�a� -�37-�594 t 3 I IN TURF 2 IN GC AREA 1.1 6 MIN 2 \ LEGEND " TRIAD AREAS IN PEDES 12 I�+l VEHICULAR AREAS ^ " �\ J/ NOTE- CONTRACTOR TO GROUT ALL PAVER JOINTS WITH 4 -_ , //. a "° ° ° " ° \f\� '; \ \ Nor il'`;'\\\/\\ GRAY GROUT " \X\\ /\r \/ \/ / , \\ \ \\ \\ \ \ \ \. 4 PAVE EDGE PRO SEGMENTAL PAVER. EDGE a n ° / /f //� \//�// / \///// \/ // /// 4 GE RESTRAINT ' \�\: /�/\ /\\/.t!! 4 0� 4,P /\// / \/\ /\ . MIN /.' r � / \ ,\ \,,\ ,\ D TAIL FOR ADJACENT D 1 DEFER TC? CITE STANDARD ROAD DE ROAD CONSTRUCTION. ALL ROAD CONSTRUCTION TO ADHERE TO CITY STANDARDS AND SPCCIFICATIONS \, \, - \, \ \\ \\ \ \ \ PAE TECH 951 __26-�4�a SIwww.pavetech.com \\PAVE" FE�ELEGENDENGINEERING �III+F IBLE"NE T TO PLANTING AREAS ONLY LE�EICfPPLI 2 STAMPED ASPHALT' PAVING- RED HERRINGBONE PATERN WITH 1 93 REBAR CONTINUOUS \\/ 7 5 COMPACTED SUBG /0 E TO 95 1 DOUBLE BRICK SOLDIER COURSE ROUTE 66 BADGE � 2 #3 RE13AR @ 1�P, U.C. BOT1-1 WAYS6 5 4" CONCRETE BASE 2 #3 REBAR @ 12" O.C. BOTH WAYS 3 CONCRETE PAVING- SEE PLAN FOR COLOR AND FINISH 7 #3 REBAR CENTERED IN CONCRETE @ 12" ilk: BOTH WAYS 3 TYPICAL CONCRETE PAVING 4 CONTROL JOINT- 1/8"WIDE AND MIN. 1-1/2" DEEP. PLACE PER. PLAN. 5 EXPANSION JOINT- FULL DEPTH 1/2" THICK °1TOA1�/ITECH" WTTTH 1/2" THICK EXTEND Ei�D CONCRETE BASE WHERE BRICK PAVING CONTINUES. BEAD OF ELASTOME SIC SEALER. SAND ELASTOMERIC SEALER TO 1''<+IATCH ADJACENT CONC. PLACE PER PLAN 6 3" DEEP AGGREGATE BASE 7 95%" COMPACTED SUBGRADE. 6" MIN DEPTH A STAMPED ASPHALT B T"17PICAL CONCRETE PAVIN" BRICK PAV1NG_'@1U`URB Ua) B E CX "EDGE OFt'-�ONC-4RE RIC CI, 3 - i 1 t Of I I i i_ L 11" REVEAL FG) 4 ! 5 • i 'P 1 _ 2 a° 7 6 q a ti j 1211 6 LEGEND \j\�/\\/\\� \j/\ j/\)fx' \�jj\\j/\\j/\�j\\j/\\/\\//\\ \ „ 7 1 TILE SEE PLA�,i FUR TYPE, SIZE AND LAYOUT, /\/\/\�\/\/\/�/\/\/\/\'/\/\/\/\ \ \ mI]' \ LEGENDTHIN 2 HEAVE' DUTY CERAMIC/GLASS TILE COMPATIBLE�\ SET MORTAR ��!\\\/\�j�\f '\ 1 TYPICAL PAVING 3 EXPANSION JOINT- FULL DEPTH 1/2" FOAM 'STRIP 2 PAVERS WITH 1/2" BEAD OF ELASTOMERIC SEALER.. COLOR TO MATCH ADJ. PAVING. APPLE SAND LEGEND 3 #4 DEBAR CONTINUOUS TO BEAD TO MATCH ADJACENT CONCRETE. 1/2" MORTABED 4 ADJACENT CONCRETE SEE DETAIL F THIS SHEET 1 ADJACENT PAVEMENT4 2 NATURAL COLOR CONCRETE WIITH MEDIUM BROOM FINISH 5 ff3 REBAR CENTERED IN CONCRETE 12" OC BOTH WAYS 5 3" DEEP AGGREGATE BASE 3 12"DTA ROUND CC1NCRETE.BOLLARD (CAST CONCRETE IN PLACE IN 6 3" DEEP CLEAN WASHED ROUGH AGGREGATE 6 COMPACTED SUBGRADE TO 95% 1`ti+IIN CYLINDRICAL FORM COLOR AND FINISH TO BE LIGHT SAND BLAST 7 COMPACTED SUBGRADE TO 95%Q 7 #3 REBAR CENTERED IN CONCRETE C& 18" OC BOTH WAYS FINISH -NATURAL GRAY CONCRETE. l 4 1. PVC PIPE INSERTED INTO BOLLARD FOR CABLE TO PASS THROUGH. PIPE TO BE CENTERED IN BOLLARD AND CUT FLASH EDGE 5 95% COMPACTED SUBGRADE, 12" S+4TN DEPTH 6 1/2" WOVEN STEEL CABLE - PASS THROUGH CONCRETE BOLLARDS BOLTED TO BOTH END BOLLARDS BRI%--.KPAVTE-RSIO:Ntr--.'ON%f---"REIE CONCRETEE F TILE ON .. 2'-0" SQUARE 5'-0" n LEGEND � 4" 1 4 SIDED- PYRAMIDAL CONCRETE CAP 2" THICK - � o EDGE, SMOOTH TROWEL FINISH, NATURAL GRAM 2 #3 REBAR C 8" BOTH WAYS 2 3 CMU BLOCK LAYOUT TO MATCH EXISTING PILASTER 3 ALONG ROUTE 66- GROUT SOLIDD 4 GROUT SOLID 5 #3 REBAR z 6 COMPACTED SUBGRADE TO 95% 5 _ -]OTE 7 REINFORCED CONCRETE FOOTING i 1Qc�{c�jC7}� ��fl�fl� � ��j or, —�/ /' ROUTE US 66 BADGE TO BE PLACED WITHIN 8 #4 REBAR CONTINUOUS I'" MORTARED COBBLE AND SECURELY 9 THICKENED MORTAR EDGE TO FORM I o _ _^ _a e �' ]MORTARED IN PLACE. CONTACT CITY OF RANCHO CUCAi'vIC�NGA TO OBTAIN ROUTE 66 GRADUAL SLOPING SIDES OF PYLON_ 11- � 61' C BADGE PLACARD - 10 2-6" ROUND RIVER COBBLE - (PER CITY) MORTARED IN PLACE AND GROUTED TO FILL CRACKS/JOINTS.OF ^ RANCHO C: CAMONGAct LARGER COBBLE @BOTTOM OF PYLON GRADUALLY ^ DECREASING IN SIZE NEAR THE TOP OF THE PYLON.411 1 . • ' . ° . • STREET LANDSCAPE PLANS 5 TAIL CONCRETE PAD POURED IN PLACE. 77-17f, fni FOR11 SMOOTH TROWEL FINISH NATURAL GRAY R1 UTE 66 CONCRETE i - •,° `. 11668 FOOTHILL BLVD NOTE _! I � 1 I IT�I I I-, °. , °• . • •° —I I f — i __.. '._. . • R. ., -, .: ° `. I I I I I I-_---_: � �� I I ...I I I: I ` e ° ° . " .,- ° .^° �'.. `., � I— (— i=) �.. ^^ ^ ,a ° ^' •v , ..^ ',I I ISI I . I . !—.. { �—I i. III L1�51�17t1 LI.�"iDk�`Ce PovT.UCTI"L..✓ ;.: FINISH, COLOR CAP AND CONSTRUCTION OF — , — — • � III ° •' . .. _: _III III__, — _._ TO MATCH EXISTING PILASTERS I_ : —I --i —I ^ ° - • — I — — I 1—� ^ ° I I — _ _III_ :—. —_ _-1 —. .__.: 1— —. ea ..__ _ : —11= _ __..e _, c ; DETAILS MAYTE AVE U: TO MASI DRIVE .. {'y�gTFROM y°�4J°�4.JPILASTER ^, ALONG ROUTE 66. CONTACT CITY OF _.. I !_Iii--I-.�.,. " , e . , RAIrTCIIC} CUCAl'�IOI'�GA PLANNING FOR _ , . — I— ( I � LI - F -- I ( _ . I a — _ -- I --- —__.� _ w_, — :.__ _t ° • ^ ° _. — _ , _ — . -- — — — — _ i I i - � [--1 rl �i ! I-1 , ,_I i (-v ! I 1 I I — = — _ I I — (. i : I I , _I I . ', t APP(Oti/EdBY: GATE. E I 1 CITY" EP�CIC�EER SCE, 7'1 APPROVALS C'll*T MATERIALS. _) ! i�I ,_�__.:_ I E k ,s,,, o - -- — -- —. _�--( _ — — -- -- — — -__ ��.. ._) ! !-1 I I— _ - II..-- lII III. I,.:ILI LII _E: II�_I I_I ,LLSII III—I I I_I I,—I 11—._III—: ;__ —� -- -- �d�Cgp � I_I=1 i -1 I ry pp I. 1-1 U l [ p.I ! 1-1-1 11=11 I—III -__.1 111= I I 1=I II !I DESIGN PLAN PREPARED BY: 1F_1\41-_1k_A0L_1Dir RECOMMENDED Call: TOL FREE 8� 1 ['.� : ,— 31, 204DRAWN 305ll CP Blvd, Suite222 _-. SHEET ® Fullerton, California 2832 '7a = -, _-1 . ✓)-aA Tel' (714) 880.0417 3 �. \L California License #3098 3 OF 12 ii Charles ROUTE 61:6 LANDMARK PYLONS -CAU , a 3098 E DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG C.S.L 17- DATE 11114/17 FILE NO. rl/ F11111� A F J 1-611INNINNNA-23FE CONTRACTOR TO FILL THIS PLANTER WITH LANTANANEW GOLD PLAN'. LA(WkSTWEMIA 1MUSKOG.EE' MUSKOGEE CRAPE MYRTLE 24" BOX LANTANA'NEW GOLD' NEW GOLD LANTANA I GAL BOUL�i� VARD OTHILL hb�' '0 PLANTING NOTES NOTE: PLANT ON THIS PLANTER NEED TO BE REPLACED, CONTRACTOR TO REPLACE THE WHEELER'S DWARF PLANS WITH SPRING TIME RHAPHIOLEPTS, 0 Approximate plant quantities are provided in the legend for convenience only. 9 Install linear root barriers on all trees within five feet of curbs, sidewalks, walls, The contractDr is responsible to provide the correct quantity of plant material footings, paving or any hardscape, regardless of the quantities indicated in the legend. 0 Doub4e-stake all trees, or guy (multi-trunkedtrees) per details. 0 Provide weed control per Specifications. ID Provide 2 1/2" minimum layer of "Gorilla Hair" or "Forest Floor" medium grind or 0 Provide agricultural suitability and fertility test in accordance with approved equal shredded organic mulch in all shrub and ground cover areas (3" layer Cal iforniaAB1881standards. Capy the results and recommendationspiom shredded mulch at base of all trees). Plants which do not tolerate, mulch shall be the soil testing tab to the landscae architect immediately frog review. Also excluded from this requirement. Use fine grind mulchin all seasonal color areas. submit results to Oro -Power, (909) 393-3'744 or additional j 0 Any compacted soils in planting areas shah be returned to a ""friable" condition prior to the recommendations, and send Gro -Power recommendations to the landscape installation of plant materials. Friable condition is defined as an easily crumbled or loosely architectfor revieiv and approval compacted condition whereby the root structure of newly planted material will be allowed Amend. topsoil to a depth of 6'" asrecommended, but no less per 1,000 to spread unimpeded. square feet than as follows: 4 cubic yards nitrolized soil amendment 0 Provide maintenance of the landscaping andirrigation system for a mininium 90 day period. 15 lbs. 6-2:0-20 commercial fertilizer from final approval of the installation. 15 tbs. agricultural gypsum 10 lbs. Gro Power P1us Soil Conditioner or approved equal and prepare all backfill soil as recommended but no less per cubic yard than. as 0 Provide a Tmin. diameter x 6" thick layer of mulch around the trunks of all trees planted in tarf. 0 10, 20e 301 401 N follows: 0 Install Jute Netting on all 2:1 or steeper slopes F 6-20-20 fertilizer per Specification DA litJ =10--o'. 4 LOW 4/5 cubic yard screened site topsoil 0 POTTING SOIL MIX CACTUS/SUCCULENT MIX 1/5 cubic yard nitrolized soil amendment 2lbs. iron sulfate 11%s, organic gypsum Peat (Approximately 40%) Pumice or Perlite (Approximately 40%) Compost (Approximately 20%) Potting Soil Mix (Approximately 15%) !C C CITY OF RAN HO UCAMONGA 2 lbs. Gro Power Plus soil conditioner or approved equal Bark Ash (Approximately 5%) Clean Washed River Sand (Approximately 10%) Vermiculite (Approximately 35%) Loosened Coir (Approximately 35%) ST E R: ET LAND C APE PLANS FOR RO: TE 66 U 116,68 FOOTHILL BLVD RANCHO CUCAMONGA, CA91730 LANDSCAPE PLANTING FROM MAYT:EN AVIENUE TO MASI DR: VE @ 36" O.C. LOW Underground Service Alert APPROVED BY: CITY ENGINEER RCE: 67514 1! all: TOLL FREE DESIGN PLAN PREPARED BY: RECOMMENDED KL A- EXP. AUGUST 31. 1020 1-80-0 DRAWN 305 N. Harbor Blvd, Suite 222 Fullerton, California 92832 SHEET 1)9-24-15 PATE 422-4133 KL Tel 14) 680-0417 Cafifc:)rnia License #3098 5 OF 12 F- CA�A CHECKED Charles S. Lamb — R.C.E. No 3098 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG C_ .L DATE 11/14/1'7 FLE NO. -n/a � 2817-L -M-- IN Ml MU SCH 40 PVC MAU5 ADAPTOR THREADED SCH 80 PVC UNION PVC NIPPLE RAW EXISTING BUILDING OR HEADER SHRUB SPRAY NOZZLE PVC SCHEDULE 80 RISER 'FINISH GRADE VD IN RISER (as required) OR P'VC SCHEDULE 40 COUPLING gmmIM k z �*- 11 H TYPICAL TRENCHING U STANDARD PLAI 5 32 SHEFT I OF I Contafner Size A B C D' I Gallon 129' -169 41 V11,I✓ PETIOLE 2 Gallon 181, 811 4?1 DIRECTION OF THE 5 Gallon 24" 12" 4" TRIM AERIAL ROOTS (IF 7 Gallo 2611 1611 " ALONG TRUNK 15 Gallon .7611 18" 9P 6 811 18" Boy Pf 1811 611 45,1'1 4" Box 48P' " sl 1 4S1 .0" Box. 411 5 7" 12§f td.811 �448vt 36" Box 6611 32" 1211 t n 42" Box 7811 3211 12@v 0IP 48" Box 90 ,P 31614 1211 0" 4" 5 I� " 102 1P 36 14 12 041 60" Box 108" Ji 2IP 12" 7211 IP Box f1 11 ,r4 7211 A.7 B1 C and D refer to Details "B9t 1 "G" an "H" below. FREE OF KNOTS, CHECKS, PLANTING" SPLITS, DISFIGUREMENTS PIT LEGEND 3/411 ARBOR TIE- GREEN POLYPROPYLENE CLOTH STRAP TREE GUY BY DEEP ROOT OR APPROVED EQUAL \ 2" 4" X 36" REDWOOD I EAD1? AN PLACED AT A 45DEG, ANGLE AND BURIED 4 BELOW FINISHED GRADE SEE DETAILS "A", "B", "H"FOR. TYPICAL PLANTING SPECIFICATIONS. MUL__TI_P_ LE TRUNK G'UYIN(_j` i Ih V� \� ------------- \ r 2" (MINIMUM) LAYER OF -®- SHREDDED NITROGENIZED FIR SHAVINGS ROOTBALL CROWN' SHALL BE 2" ABOVE BACKFILL SETTLEMENT 777-77 BACKFILL MI ED WITH FERTILIZER (SEE PLANTING X\ SPECIFICATIONS) ROOTBALL SHALL SIT DIRECTLY UPON UNDISTURBED SOIL PEDESTAL 2 PIECES OF FILTER FABRIC LINEAR ROOT BARRIER 54 0 44 4 44 HARDSCAPE RAISED RIBS ROOT BARRIER NEW OR EXISTING TE 51-0" /iw \� v/ r / -� ROOTBALL MAX\��� j �jA � � ��\j�� PREPARED SOIL %,SIX. T 'P. BACKFILL FILL I` ATER AL VERTICAL RIBS V//.v v REQUIRED @8" O.C.MAX.,�\ HAR.L SCAPE �5 _.- < a 9t �P9 a St het o THE ROOT BARRIER MUST BE LINEAR ROOT BARRIERS INSTALLED WITH ROOT GUIDING RIBS SHALL BE INSTALLED FACING TOWARD THE ROOTBALL. ON .ALL TREES WITHIN 5'_Illt FIVE FEET OF CURBS, NEW MAXOR AS SIDEWALKS, WALLS, EXISTING TREE SPECIFIED ON PLAN FOOTINGS, PAVING OR ANS HARDSCAPE. FINISH GRADE V Vi � vvi 7, �//AAA/ v (, v , ., A , v A r\, A \ A: v\\, r \ \� \" \/ Ott TO 619 �\\/\ CONDITIONS /\ PERMIT PLACE LINEAR/ \\//�//,ov\\/\ \/ A/ A/\y\_-� ROOT E,.AER 4" TO 691 /i\/,X- AWAY FROM ANY \ \ \/ \ // /X \/X` /` /\/\\ H RDSCAPE. LINEAR POLYETHYLENE a, /\�� TO 6 FOOT' BARRIER NEWPREPARED NATIVE I�IATERIAL.- SOIL II -24" TALL FOR 15 GAL & 24" BOX_ OR GRAVEL BACKFILL -3611 TALL FOR 36" BOX OR LARGED. T -LINEAR RO 1T BARRIER PLANTING LEAD ANCHOR GREEN VINYL y PLANT TIE m L ° #725-012 3/8" I.D. ZINC PLATED SCREW EYE IaIIASONRY AVAILABLE MOOD INSTALLATION THROUGH KNO * NOTE: DRILL 1/8" PILOT INSTALLATION INDUSTRIAL HOLE BEFORE SUPPLIES OR EQUAL MOUNTING EYE BOLT. TIE LOCATION SHALL STABILIZE STAKED VINE MATERIAL. TIE LOCATION SI -TALL STABILIZE STAKEDREMOVAL PLANT FROM STAKE VINE MATERIAL. REMOVAL PLANT FROM REMOVAL INSTALLATION. STAKE BEFORE INSTALLATION, n VIDE ATTACHMENT \\� j ESPALIER ATTACHMENT SECTION (SEE PLANT PIT DETAIL FOR. TYPICAL PLANTING SPECIFICATIONS.) nI ESPALIER AND VINE PLJAN ING FINISH GRADE PREVAILING WIND THROUGH SINN TRUNK CLEANLY /\\/ ` STADES 1. UNLESS OTHERWISE PRUNE TREE HEAD OUT TO V11,I✓ PETIOLE DRAIN PIPE WITH y �. REDUCE WEIGHT PER FILTER. FABRIC ;� / a \�/\, /\ —WASHED RIVER SAND DIRECTION OF THE SLOPE B 0TTOM F PIT PLASTIC DRAIN / , \ \ \ , \ / \ � � .. \ LANDSCAPE ARCHITECT DO NOT REMOVE TRIM AERIAL ROOTS (IF MOUNT PER. SIDE GROWTH / , MANUFACTURER'S ALONG TRUNK l SLOPE BOTTOM OF PIT SPECIFICATIONS. CINCH / , I" MIN. LAVER OF SHREDDED . \ ,% \ \\<a TOWARDS SUMP /� MIN TIES SHALL PROVIDE 7, MOUNDED BASIN SHALL BE SAND UP TO FINISH GRADE MULCH OR TOPSOIL STABILITY FOR TRUNK AND I: " GRAVEL (NO IN FE ATHER PALM PREVENT TRUNK AND TREE THIS AREA) LOWER BRANCHES FROM —4" BERM t n ` RUBBING ON STADES,. "CINCH TIE" AS STAKES SHALL BE MANUF. BY V.I.T. STRAIGHT GRAINED, LODGE CO. (OR APPROVED POLE PINE, TREATED WITH EQUAL). NAIL TO COPPER NAPHTHANATE, TREE STAKE W/I'1 FREE OF KNOTS, CHECKS, GAL. ROOFING SPLITS, DISFIGUREMENTS NAIL AND PLACED A MINIMUM OF 4" FROM FOOTBALL IN STADES 61t PLANT PIT. �i °� �...�..V PLANT PIT (SEE DETAILS 7� yE�g-� PLANTING TREE PL�:LW 3. .Id�a:1 IL'�' LAIN YYl�. \ \` % .7:7 - "All, 91 A 7y D 9P�...p99 (y'�y :.,. ..; � 1. AND �1 F4J.00.. ROOTBALL \. \ \ , \ TYPICAL P' LANTING CRO'�J`I�3 SHALLB E I v \ \ � / " / ��\\ : \ \ / / //� \/\ SPECIFICATIONS.) ABOVE TURF. TURF I219 l'�IIN /\/_ \ %\j\� TREE PLANTING IN EDGES SHALL BE 6' \,, \\ \ \ AWAYFROM SIDE OF %\\i\\'/��\� `' PAVE ENT- ROOTBALL TRUNK, GROW; SHALL BE I ABOVE FINISHED SURFACE. TREE PLANTING UB LINEAR ROOT BARRIER 54 0 44 4 44 HARDSCAPE RAISED RIBS ROOT BARRIER NEW OR EXISTING TE 51-0" /iw \� v/ r / -� ROOTBALL MAX\��� j �jA � � ��\j�� PREPARED SOIL %,SIX. T 'P. BACKFILL FILL I` ATER AL VERTICAL RIBS V//.v v REQUIRED @8" O.C.MAX.,�\ HAR.L SCAPE �5 _.- < a 9t �P9 a St het o THE ROOT BARRIER MUST BE LINEAR ROOT BARRIERS INSTALLED WITH ROOT GUIDING RIBS SHALL BE INSTALLED FACING TOWARD THE ROOTBALL. ON .ALL TREES WITHIN 5'_Illt FIVE FEET OF CURBS, NEW MAXOR AS SIDEWALKS, WALLS, EXISTING TREE SPECIFIED ON PLAN FOOTINGS, PAVING OR ANS HARDSCAPE. FINISH GRADE V Vi � vvi 7, �//AAA/ v (, v , ., A , v A r\, A \ A: v\\, r \ \� \" \/ Ott TO 619 �\\/\ CONDITIONS /\ PERMIT PLACE LINEAR/ \\//�//,ov\\/\ \/ A/ A/\y\_-� ROOT E,.AER 4" TO 691 /i\/,X- AWAY FROM ANY \ \ \/ \ // /X \/X` /` /\/\\ H RDSCAPE. LINEAR POLYETHYLENE a, /\�� TO 6 FOOT' BARRIER NEWPREPARED NATIVE I�IATERIAL.- SOIL II -24" TALL FOR 15 GAL & 24" BOX_ OR GRAVEL BACKFILL -3611 TALL FOR 36" BOX OR LARGED. T -LINEAR RO 1T BARRIER PLANTING LEAD ANCHOR GREEN VINYL y PLANT TIE m L ° #725-012 3/8" I.D. ZINC PLATED SCREW EYE IaIIASONRY AVAILABLE MOOD INSTALLATION THROUGH KNO * NOTE: DRILL 1/8" PILOT INSTALLATION INDUSTRIAL HOLE BEFORE SUPPLIES OR EQUAL MOUNTING EYE BOLT. TIE LOCATION SHALL STABILIZE STAKED VINE MATERIAL. TIE LOCATION SI -TALL STABILIZE STAKEDREMOVAL PLANT FROM STAKE VINE MATERIAL. REMOVAL PLANT FROM REMOVAL INSTALLATION. STAKE BEFORE INSTALLATION, n VIDE ATTACHMENT \\� j ESPALIER ATTACHMENT SECTION (SEE PLANT PIT DETAIL FOR. TYPICAL PLANTING SPECIFICATIONS.) nI ESPALIER AND VINE PLJAN ING SKIN TRUNK CLEANLY UNLESS OTHERWISE NOTED. TRIM AERIAL ROOTS (IF ANY) TO SYMMETRICAL SHAPE SAND UP TO FINISH GRADE (NO MULCH OR TOPSOIL IN THIS AREA) -491 BERM. FINISH GRADE SINN TRUNK CLEANLY /\\/ ` BOTTOM OF IST _ 1. UNLESS OTHERWISE SCHEDULE 40 PVC //\; \ V11,I✓ PETIOLE DRAIN PIPE WITH y �. NOTED. FILTER. FABRIC ;� / a \�/\, /\ —WASHED RIVER SAND SOCK 1IITH GREEN `` / \/i\ \/i SLOPE B 0TTOM F PIT PLASTIC DRAIN / , \ \ \ , \ / \ � � .. \ TOWARDS SLJI''F' 21'/d MIN GRATE CAP ON TOP 24" TRIM AERIAL ROOTS (IF 12p' ROOTBALL MIN " GRAVEL / , ANY) TO SYMMETRICAL SHAPE K) FAN PALM �- SLOPE BOTTOM OF PIT / , I" MIN. LAVER OF SHREDDED . \ ,% \ \\<a TOWARDS SUMP /� MIN NITROGENIZED FIR SHAVINGS 7, MOUNDED BASIN SHALL BE SAND UP TO FINISH GRADE MULCH OR TOPSOIL 1211 ABOVE ROOTBALL CROWN -\ I: " GRAVEL (NO IN FE ATHER PALM THIS AREA) —4" BERM t n ` SKIN TRUNK CLEANLY UNLESS OTHERWISE NOTED. TRIM AERIAL ROOTS (IF ANY) TO SYMMETRICAL SHAPE SAND UP TO FINISH GRADE (NO MULCH OR TOPSOIL IN THIS AREA) -491 BERM. FINISH GRADE 111 °` /\\/ ` TWO PGPUP BUBBLERS- 4 PER FORATE �f SEE IRRIGATION PLAN AN SCHEDULE 40 PVC //\; \ SEE IRRIGATION PLAN DRAIN PIPE WITH y �. 30tt MIN FILTER. FABRIC ;� / a \�/\, /\ —WASHED RIVER SAND SOCK 1IITH GREEN `` / \/i\ \/i SLOPE B 0TTOM F PIT PLASTIC DRAIN / , \ \ \ , \ / \ � � .. \ TOWARDS SLJI''F' 21'/d MIN GRATE CAP ON TOP 24" 3 MIN 12p' ROOTBALL MIN " GRAVEL / , ry f_ WASHED RIVER SAND.. K) FAN PALM SLOPE BOTTOM OF PIT / , I" MIN. LAVER OF SHREDDED . \ ,% \ \\<a TOWARDS SUMP /� MIN NITROGENIZED FIR SHAVINGS SEE PLAN FOR SPACING MOUNDED BASIN SHALL BE y 121, ��T�.t"kLL 1211 ABOVE ROOTBALL CROWN -\ I SKIN TRUNK CLEANLY UNLESS OTHERWISE NOTED. TRIM AERIAL ROOTS (IF ANY) TO SYMMETRICAL SHAPE SAND UP TO FINISH GRADE (NO MULCH OR TOPSOIL IN THIS AREA) -491 BERM. 0000 "W BOO // "O`.O .,77/ \\\/\\ \\/ 0000 OOOG \\\v� j!\p\\\jr\\\� OO�o OG©O \\.. \yr\,.\\/ OOCO OOOO /\ /\ � �A o°°v' ©°©� //\VX o 000 / 0000' r\\//\�/ j\ 0000r�\j/\' Qp / \/0000.\/\ \\�\\/\N /\ / / /A/ ROOTBALL CROWN SHALL BE 2" ABOVE CONTAINER BACKFILL SETTLEMENT 'GA.LLO�N SIZE GALLON A B C 1 12" 7 " 4" 0....0 O O...0 O O 0 5 GALLON 2411 12 4" 00°O°O0O0 0000000 15 GALLON 361 19" 611 OOo oGa ROOTBALL q9 0000 OO 0000 00"', OPLANTING PIT o°0o_o_o OCIO,,-oa o BACKFILL AREA00°0o0 00)w00 0cOo U0 ' ROOTBALL ROOTBALL CROWN SHALL BE 2" .ABOVE BACKFILL SETTLEMENT BACKFILL MIXED ED WITH FERTILIZER (SEE PLANTING SPECIFICATIONS) ROOTBALL SMALL SIT ROOTBALL SHALL SIT DIRECTLY� DIRECTLY UPON UPON UNDISTURBED SOIL PEDESTAL UNDISTURBED SOIL PEDESTAL TYPICAL S HRUB PLANTING FINISH GRADE (1" BELOW TOP OF CURD FOR. 611---- TUFF AND 2`" BELOW TOP OF 14P TURF CURB FOR PLANTING AREA) PLANTING AREA 'lj� <\ \/N /\\\ PLANTING ARRA: NTS SHO /iv/ CONCRETE MOWSTRIP - #4 REBAR CONTINUOUS WSTRIP ACUTE ANGLE TURF 2-1/2'" 4 b WIN so • MINF' EDGE OF PAVEMENT 1/2" GAP PLANTING AREA V X 2t1 X 12.11 - REDWOOD STAKES AT 48" O.C. MAXIMUM 1 1111 �11 A 3 m �j\�j\: `'\ CONTINUOUS LAMINATED REI BENDER BOARD 1 1/4" DRYWALL SCREWS rx n �e> m c x� •re-+rass r rc ,a-arn, r re-+ A. n.- 111 X 2" X 12" REDWOOD STAKES AT 48" O,C.LANDSCAPE 1 1 /419 DRVALL - MAXIMUM SCREWS FOR \'�\'ROUTE 66 NTS I 11668 FOOTHILL BLVD RANCHO CUCAMONGA, CA91730 REDWOOD HEADER PLANTING DETAILS APPROVED ECI BY: DATE: P / P RSCA Underground Service �i CITY ENGINEER E: 67514 a DESIGN PLAN PREPARED BY: RECOMMENDED Alla TOLL FREE KL EXP. AUGUST 31; 2626 dFullerton, 305 N. ptrQ 222 DRAWN Full on,09 111 92832 SHEET - I (714} 68®-0417 DATE 422-4133 KL California License #3098 C��it(e�aI�Ib �` CJS' 12 CAS CHECKED - R.C.E. NO. DRAWING NO. TWO WORKING GAYS BEFORE YOU DIG C.S.L DATE 11/14/17 FILE No. n/a 2817-L \j,\m 111 °` \ ` -- TWO P01P UP BUBBLERS- '1f PERFORATED \ \ \ SEE IRRIGATION PLAN S CHEDULE 4 P 9" C DRAIN PIPE WITH /\�/ �/. 3 MIN FILTER FABRIC \, / , ry f_ WASHED RIVER SAND.. SOCK AND PVC CAP - FOR EVACUATION SLOPE BOTTOM OF PIT / , . \ ,% \ \\<a TOWARDS SUMP /� MIN OF STANDING 24" y 121, ��T�.t"kLL WATER. I " GRAVEL FE ATHER PALM 0000 "W BOO // "O`.O .,77/ \\\/\\ \\/ 0000 OOOG \\\v� j!\p\\\jr\\\� OO�o OG©O \\.. \yr\,.\\/ OOCO OOOO /\ /\ � �A o°°v' ©°©� //\VX o 000 / 0000' r\\//\�/ j\ 0000r�\j/\' Qp / \/0000.\/\ \\�\\/\N /\ / / /A/ ROOTBALL CROWN SHALL BE 2" ABOVE CONTAINER BACKFILL SETTLEMENT 'GA.LLO�N SIZE GALLON A B C 1 12" 7 " 4" 0....0 O O...0 O O 0 5 GALLON 2411 12 4" 00°O°O0O0 0000000 15 GALLON 361 19" 611 OOo oGa ROOTBALL q9 0000 OO 0000 00"', OPLANTING PIT o°0o_o_o OCIO,,-oa o BACKFILL AREA00°0o0 00)w00 0cOo U0 ' ROOTBALL ROOTBALL CROWN SHALL BE 2" .ABOVE BACKFILL SETTLEMENT BACKFILL MIXED ED WITH FERTILIZER (SEE PLANTING SPECIFICATIONS) ROOTBALL SMALL SIT ROOTBALL SHALL SIT DIRECTLY� DIRECTLY UPON UPON UNDISTURBED SOIL PEDESTAL UNDISTURBED SOIL PEDESTAL TYPICAL S HRUB PLANTING FINISH GRADE (1" BELOW TOP OF CURD FOR. 611---- TUFF AND 2`" BELOW TOP OF 14P TURF CURB FOR PLANTING AREA) PLANTING AREA 'lj� <\ \/N /\\\ PLANTING ARRA: NTS SHO /iv/ CONCRETE MOWSTRIP - #4 REBAR CONTINUOUS WSTRIP ACUTE ANGLE TURF 2-1/2'" 4 b WIN so • MINF' EDGE OF PAVEMENT 1/2" GAP PLANTING AREA V X 2t1 X 12.11 - REDWOOD STAKES AT 48" O.C. MAXIMUM 1 1111 �11 A 3 m �j\�j\: `'\ CONTINUOUS LAMINATED REI BENDER BOARD 1 1/4" DRYWALL SCREWS rx n �e> m c x� •re-+rass r rc ,a-arn, r re-+ A. n.- 111 X 2" X 12" REDWOOD STAKES AT 48" O,C.LANDSCAPE 1 1 /419 DRVALL - MAXIMUM SCREWS FOR \'�\'ROUTE 66 NTS I 11668 FOOTHILL BLVD RANCHO CUCAMONGA, CA91730 REDWOOD HEADER PLANTING DETAILS APPROVED ECI BY: DATE: P / P RSCA Underground Service �i CITY ENGINEER E: 67514 a DESIGN PLAN PREPARED BY: RECOMMENDED Alla TOLL FREE KL EXP. AUGUST 31; 2626 dFullerton, 305 N. ptrQ 222 DRAWN Full on,09 111 92832 SHEET - I (714} 68®-0417 DATE 422-4133 KL California License #3098 C��it(e�aI�Ib �` CJS' 12 CAS CHECKED - R.C.E. NO. DRAWING NO. TWO WORKING GAYS BEFORE YOU DIG C.S.L DATE 11/14/17 FILE No. n/a 2817-L Note- The general and splecific conditions of these specifications are an integral part of the landscape construction documents and must he cliomplied with. A. SCOPE OF WORK Provide all. labor, materials, equipment, and services necessary to famish and install Irrigation System as shown on the drawings and described. herein. ' B. QUALITY ASSURANCE AND REQUIREMENTS 1. Permits and Fees The Contractor shall obtain and play for any and all permits and all inspections as required. 2. Manufacturer's Directions Manufacturer's,directions and detaile�d drawings shall be followed in all cases where the manufacturers of materials and articles used in this contract famish directionscovering points not shown in the drawigs and specifications. PAM M�l 10 C. SUBMITTALS 1. Material List Furnish the articles, equipment, materials or processes specified by name in the drawings and specifications. No substitution will be allowed without prior written approval by the Architect. Substitute equipment or materials installed or famished without prior approval of the architect may be rejected, and the Contractor required to remove such materials from the and replace them with approved materials site at his own expense. Approval of any item, alternate or substitute indicates only that the product or products apparently meet the requirements of the drawings and specifications on the basis of the information or samples submitted. 2. Record Drawings a. The contractor shall prepare Record Drawings Or As-Bui.It plans showing the final construction field condition irrigation system b. The Record Drawings/ As�Built plans shall be accurate, legible, and to a measurable scale, ie.; 1 11=201 ) 1/8" =1'-O" or other standard scale. These drawings are to be prepared on mylar or other reproductive material. c. On the Record Drawings/ As-Builts the contractor shall dimension from two permanent points of reference points of reference, building comers, sidewalk, or road intersections; etc., the locations of the following items: (1) Connection -to existing water lines. (2) Connection -to existing electrical power. (3):Gate valves. (4) Routing of sprinkler pressure lines (dimension- max. 100' along routing) (5) Sprinkler control valves. (6) Routing of control wiring. (7) Quick coupling valves. (8) Other related equipment as directed by the Architect. d. On or before the date of the final inspection, the Contractor shall deliver the corrected and completed. Record Drawings/ As-Builts to the Owner. Delivery of theses drawings will not relieve the Contractor of the responsibility of fumishing required information that may be omitted from the prints. Controller Charts a. Record drawings shall be approved by the Architect before controller charts are prepared. b. Provide one controller chart for each controller supplied. c. The chart shall show the area controlled by the automatic controller and shall be the maxiinum size which the controller do -or will allow. d. The chart is to be a reduced drawing of the actual As-Bufft system. However, in the event the controller sequence is not legible when the drawing is reduced, the information shall be enlarged to a size that will be readable when reduced. e. The circuits shown onthe chart shall be color -coded an, d a different color shall be used to indicate the area of coverage for each controller station. f, When completed and approved, the chart shall be hermetically sealed between two plieces of plastic, each pliece being a minimum I �O mils thick. g. These ch, arts shall be completed and approved prior to, final inspection of the irrigation system. 4. Operating and Maintenance Manuals Prepare and deliver operation and maintenance manuals as specified in Division I and as follows: a. Catalog and parts sheets on every material and all equipment installed under this Contract. b. Guarantee statement. c. Complete operating and. maintenance instructions on all major equipment. d. In addition -to the above mentioned maii-itenance m s, provide the Owner's maintenance personnel with instructions for major equipment and show evidence in writing to the Architect at the conclusionof the project that this service has been rendered, 5. Equipment to be Famished Supply as a part of this Contract the following tools: a. Two sets of any special tools required for removing, disassembling and adjusting each -type of sprinkler and valve supplied on this project. b. Two five-foot valve keys for operation of gate valves. c. Two keys for each automatic controller. d. One quick coupler key and matching hose swivels per four quick coupling valves installed. e. Two sets of operation manuals forautomahc controllers and valves. f. Any other equipment. deemed necessary by the Manufacturer's instructions to the proper operation of the irrigation system. The above-ment ' oned equipment shall be tumeld over to the Owner at the conclusion of the project. Before final inspection can occur, evidence that Owner has received material must be shown to the Architect. D. PRODUCT DELIVERY, ST01RAGE AND HANDLING Handling of PVC Pipe and Fittings: The Contractor is cautioned to exercise care in handling, loading unloading, and storing PVC pipe and fittings. Do not subject PVC pipe to undue bending or concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded and, if installed,, shall be replaced with new piping. E. GUARANTEE The guarantee for the sprinkler irrigation shall be made in A copy of the guarantee form shall be included in the opel guarantee form shall be re -typed onto the Contra�ctor"s lett information: q 1 g i roiriii 11�1� 11 PROJECT: LOCATION: SIGNED: Contractor ADDRESS: PHONE - DATE OF ACCEPTANCE: Ldance with the fbnn shown below. �s and maintenance manual. The i and contain the fbltowing A. MATERIALS 1. General: Use only new materials of brands and types noted on drawings, specified herein, or approved equals. 2. PVC Pressure Main Line Pipe and Fittings a. Pressure main line piping -for all. sizes shall be PVC Class 315 for 2" and larger, schedule 40 for 1-1/2" and smaller. b. Pipe shall be made from NSF approved type I., Grade I P,VC compound conforming to ASTM resin specification 1785. All pipe shall meet requirements as set forth in Federal Specifications PS -21-70. ( Solvent -weld pipe). c. PVC solvent -weld fittings shall be Schedule 4:0, 1-2, 11-1 NSF approved conforming to ASTM test procedure D2466. d. Solvent cement and primer for PVC solvent -weld pipe and fittings shall be of type and installation methods prescribed by the manufacturer. e. All PVC pipe shall bear the following markings: (1) Manufacturer's name. (2) Nominal pipe size. (3) Schedule or Class. (4) Pressure rating in -PSI. (5) NSF (National Sanitation Foundation) approval.. f All fittings shall bear the manufacturer's name or trademark material designation, size, applicable I.P.S, schedule and NS:F seal of approval. 3. PVC Non -Pressure Lateral Line Piping a. Non -pressure buried lateral line piping shall be P'VC schedule 40 with solvent weld Joints. b. Pipe shall be made from NSF approved., Type I Grade 11 PVC com, pound conforming to ASTM resin specification D 1784. All pipe shall meet requirements set forth in Federal Specification PS -22-70, with an appropriate standard dimension ratio. c. Except as noted in slection 11-A2, a & b, all requirements or non -pressure me pipe 1 ings s e .�e same as -for so,lvent-weld pressure main line pipe and fittings as set forth in section 11-A-2 of these specifications. 4. UVR I PVC Pipe on Grade a,All pipe on grade shall be schedule 410 UVR/ PVC Pipe. b� All pipe and fittings shall blear a pernianent identifiable label of "Brownlin:e UVR/ PVC. The piping and installation shall be in accordance with the requirements of the latest edition of the International Association of Plumbing and Mechanical Officials (IAPMO,) Standard I S- 8. c. All lateral pipling shall be installed on the surface and anchored at 10' 0. C. by a #3 rebar with 'J' I hooked radius driven 24" into solid ground. d. Horizontal piping stakes shall be within 12"' of the sprinkler riser. e. Each pipe riser serving a sprinkler head shall be eanchored by a, riser stabilizer assembly constructed of a #4 rebar driven 24" into solid ground and fastened to the -riser by two (2) galvanized or stainless steel blands. f, All risers and fittings used on LTVR IPVC pipe shall be IFS schedule 40 or 80 as manufactured by " Brownline Pipe C. 0. 5. Brass Pipe and Fittings a. Wh, ere indicated on the draw migs, use red brass screwed pipe confomaing to Federal Specification #WW -P-351. b. Fittings shall be red brass conforming to Federal Specification #WW -P- 6. Gate Valves a. Gate valves 3" and smaller shall be 125 lb. SWP bronze gate valve with screw-in bonnet, non -rising stem and solid wedge disc. b. Gate valves 3" smaller shall be threaded ends and shall be equipped with a bronze handwheel. c. Gate valve 3" and smaller shall be similar to those manufactures by Nibco or approved equal. d. All gate valves shall be installed per installation detail. 7. Quick Coupling Valves a. Quick coupling valves shall have a brass two-piece body desigiied for working pressure of 15,0 P - S J 8. Backfilow Prevention Unit a. B�ackflow prevention units shall be of size and type indicated on the irrigation drawings. Install backflow prevention units in accordance with irrigation constructions details, and local prevailing codes. b. Wye Strainers at backfilow prevention units shall have a bronzed screwed body with 60 inesh model screen and shall be Watts #777 or approved equal. iollffy OF RANIC 10 CUCAMONGA =APE STREET LAND PLAN FOR R0 : UTE 66 11668 FOOTHILL BLVD RANCHO CUCAMONGA, CA.91730 IRRIGATION SPECIFICATIONS FROM M"TEN "ENUE TO MASI DRIVE IM�� KIL GalifomalLicerl 8 OF 12 Charles S. Lamb R.C.E. NO. -.q'-098 CHECKED DRAWING NO. C3,L DATE 11/14/17 FILE No. n/a 2817-L DATE: 0—"2 Sel i1ce Ale rt APPROVED BY: :ry CITY ENGINEER RCE: 67514 DESIGN PLAN PREPARED BY: 10 1 T Mr__1 r4_A%_T__0P RECOMMENDED 311: TOLL FREE KIL 1-800 DRAWN 306 N, Harbor Blvd, Suite 222 Fulterton,Califomla92832 SHEET Tel: (714) 680-0417 IM�� KIL GalifomalLicerl 8 OF 12 Charles S. Lamb R.C.E. NO. -.q'-098 CHECKED DRAWING NO. C3,L DATE 11/14/17 FILE No. n/a 2817-L 10. Control Wiring a. Connections between the automatic controllers and the electric control valves shall be made with direct burial copper wire AWG-U.F. 600 volt. Pilot wires shall be a different color wire from each automatic controller. Common wires shall be white with a different color stripe for each automatic controller. Install in accordance with valve manufacturer's specifications and wire chart. In no case shall wire size be less than #14. b. Wiring shall occupy the same trench and shall be installed along the same route as pressure supply or lateral lines wherever possible. c. N"ere more than. one (1) wire is placed in a trench, wiring shall be taped together at intervals of ten (10) feet. d. An expansion curl shall be provided within three (3) feet of each wire connection. Expansion curl shall be of sufficient length so that in case of repair, the valve bonnet may be brought to the surface without disconnection of the control wires. Control wires shall be laid loosely in trench without stress or stretching of control wire conductors. e. All splices shall be made with Scotch -Lok #3576 Connector Sealing Packs, Rainbird snap -rite connector, or approved equal. Use one splice per connector sealing pack. 11. Automatic Controllers a. Automatic controllers and climate sensors and flow sensors shall be of size and type shown oil the Plans. b. Final location of automatic controllers shall be approved by theOwner's authorized representative. I , Unless otherwise noted on -the plans, the 120 volt electrical power to the automatic controller location to be furnished by others. The coordination with Electrical Contractor and final electrical hook-up shall be the responsibility of the irrigation contractor. d. The contractor is responsible for properly programming the controller inconjunction with specified sensors. Coordinate with the manufacturer for any needed assistance. 12. Electric Control Valves a. All electric control. valves shall have a manual fl:O W' adjustment. b � ' Provide and install one control valve box for eic �ch electric control valve, 13. Control. Valve Boxes a. Use 9 by 24 inch round box for all. gate valves, Brooks #9 or approved equal. b. Use 9-1/2 by 16 by I 1 -inch rectangular box for all electrical control valves, Carson Industries 1419-12B or approved equal. 14. Sprinkler Heads a. All sprinkler heads shall be of the same size, type, and deliver the same rate of precipitation with the dianneter (or radius) of throw, pressure, and discharge as shown on the plans and/or specified on, these special provisions. b. Spray heads shall have a screw adjustment. c.Riser units shall be fabricated in accordance with the details. d. Riser nipples for all sprinkler heads shall. be the same size as the riser opening in the sprinkler head. 1. Site Conditions a. All scaled dimensioins are approximate. The contractor shall check and. verify all size dimensioins and receive Architect's approval prior to proceeding with work under this Section. b. Exercise :extreme care in excavating and working near utilities. Contractor shall be responsible for damages to utilities which are caused by his operation or neglect. Check existing utilities ,drawings for existing utility locations. c. Coordinate installation of sprinkler irrigation materials, including pipe, so there shall. be no interference with utilities or other construction or difficulty in planting trees, shrubs, or groundcovers. B. PREPARATION 1. Physical Layout a.,Prior to installation.the Contractor shall stakeout all pressure supply lines, routing and location of sprinkler heads. b. All layout shall be approved by Architect prior to trenching. 2. Water Supply a. Sprinkler irrigation system shall be connected to water supply points of connections as indicated on thedrawings. 3. Electrical Supply a. Electrical connections for automatic controller shall be made to electrical points of connections as indicated on the drawings. b. Contractor is responsible for minor changes caused by actual site conditions. C. INSTALLATION 1. Trenching a. Dig trenches straight and support pipe continuouslyon sand or native bedding at bottom of trench. Remove all. stones or sharp objects from trench. Lay pipe to an even grade. Trenching excavation shall follow layout indicated on drawings and as noted. b. Provide for a minimum of eighteen (IS") inches cover for all pressure supply lines. c. Provide for a minimum. cover of (12") inches for all non -pressure lines. d. Provide for minimum cover of eighteen (18") inches for all control wiring. 2. Backfilling a. The trenches shall not be backfilled until all required testsare performed. Trenches shall be carefully backfilled with the excavated material approved by the Soils Engineer for backfilling consisting of earth, loam, sandy clay, sand,or other approved materials, fi-ee from large clods of earth or stones. Backfill. shall be compacted -in landscape areas to a dry density equal to adjacent undisturbed soil. in planting areas. Backfill will. conform to adjacent grades without dips, sunken, areas, huraps or other surface irregularities. b. No foreign. matter larger than one-half (1/2) inch in. size will be permitted in the initial backfill. c. Flooding of trenches will be permitted only with the approval of the Soils Engineer and Architect. d. If settlement occurs and subsequent adjustments in pipe, valves sprink1er heads, lawn or planting, or other construction are necessary. the Contractor shall make all required adjustments without cost to the Owner. 3. Trenching and Backfill Under Paying a. Trenches located under areas of paving, asphaltic concrete shall be backfilled with sand ( a layer six inches below the pipe and three inches above -the pipe) and compacted in layers to 90% left flush with the adjoining grade. The sprinkler irrigation Contractor shall set in place, cap and pressure test all piping under paving prior to the paving work. b. Generally, piping under existing walks is dolie by J acking, boring or hydraulic driving, but where ally cutting or breaking of sidewalks and or concrete is necessary, it shall be done and replaced by the Contractor as part of the Contract cost. Permission to cutor break sidewalks and or Concrete shall be obtained from the Property Owner. c. Provide for a mini -mum cover of twenty-four inches between the top of the pipe and the bottom of the aggregate base for all pressure and. non-pres,sure piping installed under asphaltic concrete paving. 4. Assemblies a. Routing of sprinkler irrigation lines as indicate on the drawing is diagrammatic. Install lines and various assemblies to confirm with the details shown on drawings. b. Install no multiple assemblies on plastic lines. Provide each assembly with its own outlet. c. Install all assemblies specified herein in accordance with respective detail. In absence of detail drawings or specifications pertaining to specific items required to complete work, perform, such work in accordance with best standard practice with prior approval of Architect. d. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before installation. Installation and solvent -welding methods shall be as recommended by the pipe and fittings manufacture. e. On PVC to metal connections, the Contractor shall work. the metal connections first. Teflon tape or approved equal shall be used on all threaded PVC tio PVC, and on all threaded PVC to metal joints. Light wrench. pressure is all that is required, Where threaded PVC connections are required use threaded PVC adapters into which -the pipe may be wielded. 5. Line Clearance a. All lines shall have a minimum clearance of six inches fromeach other. Parallel lines shall not be installed directly over one another. No other trades are allowed in same trench with irrigati-on pipe 6. Automatic Controller a. Install controller in a vandial-proof enclosure. b. Install. as per manufacturer's instructions. Remote control valves shall be connected to controller in numerical. sequences shown on the drawing. I Automatic controllers shall be of size and type shown on the plans. d. Final location of automatic controllers shall be approved by the Owner's authorized representative. e. Unless otherwise noted. on the plans, the 120 volt electrical power to the automatic controller location to be famished by others. The final electrical hook-up shall be the responsibility of the irrigation contractor. f, Remote Control Valves Install where shown. on drawings and details. When grouped together, allow af least twelve inches between valves. Install each remote control valve in a separate valve box. 7. Flushing of System a. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion work has been completed and prior to installation of sprinkler heads the control valves shall be opened and a full head of water used to flush out the system. b. Sprinkler heads shall be installed oinly aftler flushing of the system has been accomplished to the complete satisfaction of the Architect 8. Sprinkler Heads a. Installthe sprinkler heads as designated on the drawings. Sprinkler heads to, be installed in this work shall be equivalent in. all respects to those item. ized. b. Spacing of heads shall not exceed the maximum indicatedon the drawings. In no case shall the spacing exceed the maximurn. recommended by the manufacturer. D. TEMPORARY REPAIRS a. The Owner reserves the right -to make temporary repairs as necessary to keep the sprinkler system i - equipment in operating condition. The exercise of this right by the builder -Developer shall n0t relieve -the Contractor of his responsibilities under the terms of the guarantee as herein specified. I.Adjusbn�ent of the System a. The Contractor shall flush and" adjust heads for optimum. performance and to prevent overspray onto walks, roadways, walls fences, windows, and buildings as much as possible. b. If it is determined -that adjustments in the irrigation equipment will provide proper and more adequate coverage, the Contractor shall make such adjustments prior to planting. Adjustments may also include changes in. nozzle sizes and degrees of are as required. c. Lowering raised sprinkler heads by the Contractor shall. be accomplished within ten days after notification by Owner. d. All sprinkler heads shall be set perpendicular to finished grades -unless otherwise designated on the plans. 2. Testing of Irrigation System a. The Contractor shall request the presence of the Architect in writing at least 48 hours in advance of testing. b. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch. and prove watertight. NOTE: Testing of pressure main lines shall. occur pjior to installation of electric control valves. c. All piping urtder paved areas shall be tested under hydrostatic pressure of 150 pounds per square inch and- proved watertight prior to paving. d. Sustain pressure in mainlines for not less than 4 hours. If leaks develop, replace joints and repeat test until entire system is proven water -tight. I All hydrostatic tests shall be made only in the presence of the Architect and. City Landscape Inspector or other duly authorized representative of the Owner. No pipe shall be backfilled until it has been inspected., tested and approved in writing and shall be re -tested after backfill operations are. complete. f Furnished necessary force pump and all other test equipment. g. When the sprinkler irrigation system is completiII perform a coverage test in the presence of the Architect to determine if -the water coverage for planting areas is complete and adequate. furnish all materials and perfoi all work required to correct any inadequacies of coverage due to deviations from plans or where the system has been willfully installed as indicated on the drawings when it is obviously inadequate without bringing this to the attention of the Architect. This test shall be accomplished before any groundcover is planted. h.Upon completion of each phase of work, the entire system shall be tested and adjusted to meet site requirements. F. MAINTENANCE 1. The entire sprinkler irriigation system sh,-all be under full automatic operation for a period of seven days prior to any planting. 2. The Architect reserves the right to waive or shorten the operation period. G. CLEAN-UP Clean -Up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed or washed down, and any damage sustained to the site or the work of others shall be repaired to its original condition. 1. Contractor shall be responsible for notifying the Architect in Advance for the followi g observations according to the time in indicated: a. Pre -Job Conference - 7 days b. Pressure supply line installation and testing - 4 days c. Automatic Controller installation - 4 days d. Control wire installation - 4 days e. Lateral line and sprinkler 'installation - 4 days f. Coverage test - 4 days g. Final observation - 7 days CITY OF RAN COMO -CUICAMONG-1 Service Alert ill: TOLL FREE I DESIGN 2" DRAWN KIL CHECKED C.S.L PLAN PREPARED BY: mb - F_= - _--� I - <:;�; - r-_1 305 N. Harbor 8[vd, Suite 222 Tel: Ghar[es S. Lamb R.Cl. NO. 30W DATE 11/14/17 FILE NO. n/a 11; DATE: U'L RCE: 67514 RECOMMENDED SHEET W1 -_ =� DRAWING NO. Note: The general and specific conditions of these specifications are an integral part of the landscape constiuction documents and must be complied with. ].GENERAL A. SCOPE OF WORK Furnish all labor, materials, equipment. and services necessary to provide all landscape planting as shown on the drawings and specified. B. QUALITY ASSURANCE 1. Source Quality Control a. Submit docurrientation that all plant material has been ordered to least five days prior to start of work. under this Section. Arrange procedure for inspection of plant material with Architect at time of submission. b. Plants shall be subject to inspection and approval of Architect at place of growth upon delivery for conformity to specifications. Such approval. shall not impair the right of inspection and rejection during progress of the work. Submit written request for inspection of plant material of plants to be inspected at this time if, in his judgment, a sufficient quantity of plants is not available for inspection. c. The Landscape Architect and. Owner have contractually agreed to notify the Landscape Contractor that. he will be responsible for financial reimbursement to the Landscape Architect for Additional and unanticipated time and materials required to organize, re -design, re -inspect or to do whatever is required to guide a substandard installation. or one which is not within substantial conformance to the Plans and. Specifications back to an acceptable installation. Said reimbursement will in the form of a charge to the Contractor from the Owner. C. SUBMITTALS Certificate of Inspection of plant material by State or Federal Authority D. PRODUCT DELIVERY, STORAGEAND HANDLING 1. Delivery a. Deliver fertilizer to site in original, unopened containers bearing manufacturer's guaranteed chemical analysis, name., trademark and conforrnanceto State Law. b. Deliver plants with legible identification Iabels. 1. Label trees, evergreens, bundles of containers of like shiubs or groundcover plants. 2, State correct plant name and size indicated on plant list. 3. Use durable, waterproof labels with water-resistant ink which will remain legible for at least 60 days. c. Protect material during delivery to prevent damage to rootball or desiccation of leaves d. The contractor shall notify the Landscape inspector four days in advance delivery of all plant materials and shall submit an iternized list of plants in each delivery, 2, Pruning At no time shall the tree or plant materials be pruned, -trimmed or topped prior to delivery, and alteration of their shape shall be conducted only with the approval of the Landscape Architect. 3. Right of Inspection The Landscape Architect reserves the'right to approve or reject at any time upon delivery or during the work any or al] plant material. regarding size, variety or condition. 4. Soils Test Two copies of soils tests performed by an approved agronomic sol Is testing laboratory shall be submitted with platis . All soil samples shall be taken in the field by a qualified soils technician and submitted with plans to testinglabs unless prior approval for alternative procedures is given bythe City Engineer Tests shall include a fertility and suitability analysis with written recornmendations. Contractor shall comply with recommendations given for soil amendments, plantmaterial selections and irrigation equipment. 5. Storage a. Store plant material in shade and protect from weather. b. Maintain. and, protect plant material notto be planted within four hours, 6. Handling a. Do not drop plant material b. Do not pick up container plant inaterial by stems or trunks E. JOB CONDITIONS 1. Planting Perform actual planting only when weather and soil conditions are suitable in accordance with locally accepted practice. 2. Scheduling Install trees, shrubs and liner stock plant material before hydraulic seeded lawn areas are installed. F. SAMPLES AND TESTS L The Laridscape Architect reserves the right to take and analyze samples of materials for confom-iity to specifications at any time. Contractor shall ftirnish samples upon request by Landscape Architect. Rejected materials sliall be immediately removed frorn the site and premises at Contractor's expense. Cost of testing of materials not meeting specifications shall be paid by Contractor. 2. Agricultural Suitability of the soil sliall be deteri-nined by a credentialed soil science laboratory. The Laboratory shall prepare a written report on the soil testing which shall include a detailed description of test results along with recommendations for backfill and surface soil amendments. The contractor shall be responsible for the testing and for following the recommendations of the agronomic soils report. 3. Agricultural suitability analysis of soil. a. Must include pH measurement in the Saturation Extract, Electrical Conductivity of the saturation extraet and Sodium Adsorption Ratio of the saturation extract. The approved procedures are the following: pH Method 21 Saturation Extract Method 2 Sodium Adsorption Ratio Method 201b Methods of the United States Salinity Laboratory as published in the Agricultural Handbook Number 60 entitled "Diagnosis and Improvement. of Saline and Alkali Soils". b. The following nutrients arid elements must be determined with an American Society of Agronomy or Soil Science Society of America approved extraction method. Interpretation data must be given citing concentrations which are considered to be low, medium and high: boron, calcium, copper, iron, magnesium, manganese, molybdenum, phosphorus, potassium, sodium, sulfur, and zinc (1) The approved methods are those cited by the Council on Soil Testing and Plant Analysis and those methods currently published by Soil Science Society of America manuals, Communications in. Soil Science and Plant Analysis, Soil Science and Soil Science Society of America Journal. Approved methods for phosphorus are Bray PI, Bray P2, Olsen P, DTPA, ammoniurn acetate, and ammonium bicarboiiate-DTPA. Approved methods for boron are hot water extract and ammonium b1carbonate-DTPA extract. c. The saturation extract must be analyzed for calcium, magnesium, sodium., boron, chloride, phosphorus, nitrate and sulfate. d. The -following trace metals must be measured by the DTP.A extract: aluminum, arsenic, cadmium, chromium, cobalt, lead, lithium, nickel, selenium, silver, strontium, tin and vanadium. e. The presence of calcium carbonate and/or magnesium carbonate must be determined. f. Soil Texture (gravel, sand, silt and clay) must be determined. Determine organic matter content by the measurement of organic carbon. The quality of the organic matter shall be determined. by measuring organic carbon and. total nitrogen. g. Iriterpretation of nutritional deficiencies or excesses and, potential toxicities must be given. h. Determine the following by methods approved by the American Society of Agronomy as published in the Mothods of Soil Analysis, methods of the United States Salinity Laboratory as publishedin, the Agricultural Handbook Number 60 �entitl�ed "Diagnosis and Improvement of Saline and Alkali Soils, " and bulk density of clods bythe- method published in Soil Science, vol 155, 325-330 (199,3): Exchangeable Ammonium cation Base Saturation Cation Exchange Capacity Water Infiltration Rate - Method 34b of Agricultural Handbook Number 60 i. If required for more ciarnplete soil characterization., determine the following by methods approved by the American Society of Agronomy as published in the Methods of Soil Analysis, methods of the United States Salinity Laboratory as published in the Agri cultural Handbook Number 60 entitled "Diagnosis and Improvement of Saline and Alkali Soils, " and bulk density of clods by the method published in Soil Science, vol 155, 325-33,0 (1993): Carbonates Measurement Soil Bulk Density (Compaction) 3. Elemental determinations to made according -to methods approved by the EPA. or by the American. Society of Agronomy a. Optional - Growth Test for Toxic Constituents and/or Poor Physical Properties 1. Grow a dicot plant species and a monocot species with. and. without activated charcoal. Measure yield and percent of germination for all 'treatments. Report Conclusions and findings. G. GUARANTEE AND REPLACEMENTS 1. Guarantee All plant material installed under the Contract shall be guaranteed against any and all poor, inadequate or inferior materials and/or workmanship for a period of one year (trees) or 6 months (shrubs) after date of acceptance by Owner. Any plant found, to be dead or in poor condition due to -faulty materials or workmanship, as deten-nined by the Landscape Architect, shall be rep] aced by the Contractor at h is expense. 2. ReplacementAny in, aterials found to be dead, missing or in poor ion during -the establishment period shall be replaced imiriediately, The Landscape Architect, or his/her consultants, shall be the sole judge as to the condition of material. Material to be replaced within the guarantee period shall be replaced by the contractor within 15 days of written. notification by the Owner. ILPRODUCT A.GENERAL The following organic soil amendments and fertilizer are to be used for bid price basis only. Specific amendments and fertilizer specifications, will be made after grading operations are complete and soil samples are tested by Owner. All materials shall be of standard, approved and first -grade quality and shall be in prime condition when installed and accepted. Any commercially processed or packaged material shall be delivered to the site in the original, unopened container bearing the manufacturer's guaranteed analysis. Contractor sliall supply Landscape Architect with a sample of all supplied materials accompanied by analytical data from an approved laboratory source illustrating compliance or bearing the manufacturer's guaranteed analysis. B. SPECIFIC 1. Suitable Import, Borrow Topsoil or Reclaimed soil. a. General - Topsoil shall be free of roots, clods, stones larger than I-incb in the greatest dimension, pockets of coarse sand, noxious weeds, sticks, lumber, brush and other litter. It shall not be infested with nematodes or other undesirable disease -causing organisms such as insects and plant pathogens. (1) Topsoil shall be ftiable and have sufficient structure in order to give good health and aeration to the soil. b.. Gradation limits - soil shall be a sandy loam., loam, or clay loam. The 2. S,olil Cond Itioners and Fertilizers definition of soll texture shall be the USDA classification scheme. Gravel over a. Soil conditioner with fertilizer included shall consist of organic 1/4 -inch in diameter shall be less than 20'% by weight. material,s comprised of decomposed animal and vegetable matter c. Permeability Rate - Hydraulic conductivity rate shall be not less than one inch and composted to support bacterial cultures, Soil conditions shall per hour nor more than. 20 inches per hour when tested in accordance with the be "Grow -Power Plus" or approved equal, and shall conform. to the USDA Handbook Number 60, method 34b or other approved methods. following analysis, d, Fertility - The range of the essential elemental concentration in soil shall. be as follows: (1).Particle Size: 63 1/2 % through 100 Screen p,H: 4.5 to 4.7 Ammonium Bicarbonate/DTPA Extraction (2) Olganic Content: Hurrius--50%; Humic Acids- 15 parts per million (mg/kilogram) (Note: Poultry, animal or human waste is not acceptable. 41 y weigjit basj� in Seethe definitionnof Humus' WesterriFertilizer phosphorus 2-40 Handbook, Fifth Edition.) potassium 40-220 (3) Chemical Analysis: iron 2-35 - Ammonic Nitrogen 1.00% manganese 0.3-6 (derived from ammioniurn phosphate) zinc 0.6-8 - Organic Nitrogen 4.00 % copper 0.1 - 5 (derived from compost,. meat meal and urea) boron 0.2-1 - Total Nitrogen. 5.00% magnesium 50-150 - Available phosphoric Acid 3.00% sodium 0-100 (derived from compast, meat meal and diammonium sulfur 25-500 phosphate) molybdenum 0,1 - 2 -Soluble Potash 1.00% 1-800 (derived. from compost and muriate of Potash) Soil may nee . d to be amended and conditioned to optimize plant growth.. The -Iron 1.001/o above listed fertility is for soil selection. (derived from iron sulfate) Tel- (714)6804417 - Zinc 0,05% Concentration of nutrients for final acceptance (derived from zinc sulfate) Ammonium Bicarbonate/DTPA Extraction - Manganese 0.05% parts per million (mg/kilograrn (derived from manganese sulfate) 4. a. weight basis (4) Soil Penetrant: Alkyl Naphthalene -Sodium Sulfonate 2.00% phosphorus 10-40 (5) Materials shall be mixed. thoroughly and bagged in potassium 100-220 50 or 810 lb. bags. iron 24-35 b. Organic Soil Amendments shall be derived from. Redwood, Fir manganese 0.6-6 or Cedar woodbark, granular in nature, stabilized with nitrogen zinc 1 -8 and having the following properties. copper 03 -5 (1) Particle Size: minimum 955 passing 4 mesh screen (6.35 boron 0.2-1, MM standard sieve); minimum 80% passing 8 mesh screen magnesium 50- 150 (2.33 MM standard sieve) sodiurn 0-100 (2) Nitrogen Content: 0.5% based on dry weiglit for sulfur 25-500 redwood sawdust; 0.7% based on dry weight for molybdenum 0.1-2 fir sawdust; 1.0% based on dry weight for fir or pine. (3) Salinity: Saturation extract conductivity shall not exceed e. Acidi�y - The soil pH range measured in the saturation extract (Method 21 a, 3.5 milllmhos/ centimeter at 25 degrees centigrade, USDA Handbook Number 60) shall be 6.0 - 7.9. (4) Organic Conten, t: Minimum 90% weight f Salinity - The salinity range measured in the saturation extract (Method 3a, c. Minerals USDA Handbook Number 60) shall be 0.5 - 2.5 dS/m. (1) Soil Sulfur (S): as required from soil report g. Chloride - The maximum concentration of soluble chloride in the saturation (2) Ferrous Sulfate: as metallic 20% as required from soil extract (Method 3 a, USDA Handbook Number 60) shall be 150 mg/l (parts per report million). (3) Agricultural Gypsum (CaS:042HpO): as required from h. Boron - The maximum concentration of soluble boron in the saturation. extract soil report (Method 3 a., USDAHandbook Number 60) shall be I mg/1 (parts per million). (4) Lime (CaO): as required from soil report. i. Sodium Adsorption Ratio (SAR) - The maximum SAR shall be 3 measured per d. Redwood Shavings shall be leeched Method. 20b, USDA Handbook Number 60. e. Pre -Plant Commercial Fertilizer shall. be nitrogen -fortified and j..Aluminum - Available aluminum measured with the Ammonium have uniform in composition, free- flowing suitable for application 1311carbonate/DTPA Extraction shall be less than 3 parts per million. with a, pproved equipment and delivered to the project site in k. Soil Organic.Allartter Content - Sufficient soil organic matter shall be present unopened, original container or package, each bearing the to impart good physical so:ll properties but not be excessive to cause toxicity or manufacturer's statement of guaranteed analysis and shall contain cause excessive reduction in the volume of soil due to decomposition of organic the minimum available percentage by weight of plant food as matter. The desirable range is 3% to 5%. The carbon. -nitrogen ratio should be specified in. the approved agronomic soils report. about 10. A high carbon -nitrogen ratio can indicate the presence of hydrocarbons f. Planting Tablets or non-humified organic matter. (I) slow-release type, containing the following percentages 1. Calcium Carbonate Content - Free calcium carbonate (limestone) shall not be of nutrients by weight: 20% nitrogen; 10% phosphoric acid; present for acild-loving plants. 5% potash m. fleavy.Metals - The maximum permissible elemental concentration in -the soil (2) 21 grain tablets as manufactured by Agriform or shall not. exceed the following concentrations: approved equal., applied per manufacturer's instructions -Ammonium Bicarbonate/DTPA Extraction (3) Subsurface Root Barrier - parts per million (mg/kilogram) Root barrier incorporated into street tree planting for the di, weight basis purpose of long-term root control shall be prefabricated, manufactured of high impact, polyethylene as manufactured arsenic by Deep Root Corporation or approved equal cadmium. I chromium 10 cobalt 2 lead 30 mercury I nickel 5 selenium 3 silver 0.5 vanadium 3 (1) If the soil pH is between 6 and. 7, the maximum pen-flissible elemental concentration shall be reduced 50%. If the soil p!H is less than 6.0. the maximum perinissible elemental. concentration shall be reduced 75%. No more than three metals shall be present at 50% or more of the above values. (2) Phytotoxic constituent, herbicides, hydrocarbons etc. - Germin, ation and growth. of moriocots and dicots shall not be restricted more than 10% compared to the reference soil. Total petroleum hydrocarbons shall not exceed 50 mg/kg dry soil measured per -the modified EPA Method No. 8015. Total aromatic volatile organic hydrocarbons (benzene, toluene, xylene and ethylbenzene) shall not exceed 0.5 mg/kg dry soil measured per EPA. Methods No. 8:020. C Y OF RAN HO CUCA C11 i� Ai FOR 0: TE 6 R U i6 11668 FOOTHILL BLVD RANCHO CUCAMONGA., CA91730 PLANTING SPECIFICATIONS FROM MAYTEN AVENUE TO, MASI DRIVE Underground Sel ice Alert,: APPROVED BY: DATE: 1012-119 ORZ C TY ENGINEER RCE. 67514 Call: TOLL FREE DESIGN PLAN PREPARED BY: RECOMMENDED KL 1-800 DRAWN 306 N. HdrboF Blvd, Suite 222 Fullerton, California 92a32 SHEET Tel- (714)6804417 422-41313 KIL Califamis Licanae #3098 10 OF 12 Charles S, Lamb R.C.E. NO. 3098 CHIECKED DRAWING NO. TWO WGRKING DAYS BEFORE YOU DIG C.S.L DATE 11/14/17 FILE NO. n/a 2817-L 4.Pl ant Material. 11. Hydromulching D. PLANTING INSTALLATION a. Plants shall be in accordarice with the California State Department of a. Wood Cellulose Mulch shall be calm, natural, wood cellulose fiber. Natural Agriculture's regulation for nursery inspections, rules and ratings. All plants shall wood cellulose fiber shall be processed in such a manner that it will contain no 1. General have a normal habit of growth and shall be sound,, healthy, vigorous and free of growth or gen-nination -inhibiting factors and shall be dyed green -to facilitate a. Actual planting shall be performed during those periods when weather and so:il insect infestation -S, plant diseases, sunscalds, fresh abrasions of the bark excessive metering of materials. It shall be manufactured in such a mannerthat after each conditions are suitable and in accordance with locally accepted practice, as approved by the abrasions or other objectionable disfigurements. Tree trunks shall be sturdy and additionand agitation in slurry ta.nks with fertilizer, seed water and other approved Landscape Architect. well "hardened" off. All plants shall have normatly well developed branch additives, the fibers in the material will become unifom-ily suspended to form a b. Only as many plants as can be planted and watered on that same day shall be distributed in a systems and vigorous and fiberous rolot systems which are not root or pot-b-ound, homogeneous slurry and that when hydraulically sprayed on the ground cover planting area. In extreme heat, plants shall be watered immediately after planting. In the event of disagreement as to condition of root system, the root conditions of impregnated. uniformly with seed; which after application, will allow the c. Containers shall be opened and plants shall be removed in such a manner that the ball of the plants furnished by the Contractor in containers will be deteFrinined by absorption of moisture and will allow rainfall to percolate to the underlying soil. earth surrounding the roots is not broken, and they shall be planted and watered. as herein removal of earth from the roots of not less than two plants, or moire than two b. Fertilizer shall consist of organic materials compilsed of deconaposed animal. specified immediately after removal from. the containers. Containers shall not be opened percent of the total number of plants of si pecies or variety. Where container -grown and vegetable matter an, d complosted to support bacterial cultures. Fertilizer shall prior to placing the plants in the planting area. plants are from several sourcles, the roots of not less than two plants be inspected. be "Gro -Power" or approved equal. 2, Weed. Control: In case the sample plants inspected are found to be defective, the Landscape c. Soil Binder: Terra Tack III or approved equal After soil. preparation and establishment of final grades prior to any planting, the Contractor Architect is -the sole judge as to acceptability. Any plants rendered unsuitable for d. Humectant: HL -80 Humectant or approved equal shall irrigate thoroughly for a period of time, two to three weeks or until the weed, seeds have planting because of this inspection will be considered as samples and will be 12. Equipment gertninated. When there is sufficient weed seed germination, the Contractor shall apply a provided at the expense of the Contractor, Hydraulic equipment used for the application of -'slurry shall have a built-in post emergent contact weed killer according to the directions of the manufacturer. The b. The size of the plants will correspond with that normally expected. for species agitation system with an operating capacity sufficilent to agitate, suspend and Contractor shall then wait an additional two weeks to allow the weed killer to dissipate, tlien and. variety of commercially available nursery stock or as specified In the Special homogeneously mix above slurry. Distribution lines shall be large enough to plant as indicated in the plans and specifications, Contractor shall remove any residual foliage Conditions, drawings or details. The minimum acceptable size of all plants, prevent stoppage and to provide even distribution of the slurry over the ground. In and/or roots. measured before pruning witlithe branches in normal position, shall conform with order to facilitate proper coverage, the pump must be capable of exciting up to 150 3. Layout of Major Plantings: the measurements, if any, specified on the drawings in the list of plants to be psi at the nozzle. The slurrytanks shall have a. miniinum. capacity of 1,510,0 gallons Locations for plants and outlines of areas to be planted sball be marked. on the ground by the furnished. Plants larger in size than specified may be used with the approval of and shall be mounted on a traveling unit which will place the slurry tank and spray contractor before any plant pits are dug. All such locations shall be approved by the the Landscape Architect. If the use of larger plant is approved, the ball of earth or nozzles within sufficient proximity to the areas to be seeded so as -to provide landscape Architect. If an underground construction or utility line is en, countered in the spread of roots for each plant will be increased proportionately. Uniform distribution without waste. excavation of planting areas, other locations may be selected by the landscape Architect. c. All Plants not to the requirements herein specified shall be considered defective 13. Weed Abatement Program 4. Planting of Trees and Shrubs and such. plants, whether in place or not, shall be removed -from the site of work The herbicide "Round -Up" or approved equal shall be used for slope/ planting a. Excavation for planting shall include the stripping and stacking of all acceptable topsoil and replaced with new plants at the Contractor's expense. The plants shall be of areas. See Sections 111-D-2 and III -P-7 for guidelines for proper application encountered within the areas to be excavated for trenches, tree holes, plants pits and the species, variety, size and condition specified herein or as shown on the procedures. planting beds. drawings. Under -no conditions will there by any substitution of plants, except 14.Miscellarieous Materials b. Can Removal. with the expressed consent of the Landscape Architect and City Landscape a. sand -washed river sand or equal (1) Cut cans on two sides with an acceptable can cutter Inspector. b. post emergent weed killer: "Round -Up" (2) Do not irijure root ball d. At no time shall trees or plant material be pruned., trimmed or topped prior to c. tree wound paint -as -approved (3) Do not cut cans with a spade or axe. delivery, and any alteration of their shape shall be conducted only with the (4) Carefully remove plants without injury or damage to root ball. approval and when in the presence of the Landscape Architect and as noted oil 111. EXECUTION (5) After removing plant, superf icially cut edge -roots with knife on three sides. the Planting Specifications c. Box Removal e. Plant material. shall be true to botanical and common name and variety as A. INSPECTION (1) Remove bottom of plant boxes before glanting specified in "A Checklist of Woody Om.arnental Plants in Californ, ia," Manual 32 Verify that final grades have been established prior to beginning planting (2) remove sides of box without damage to roothall after positioning plant and. partially published by the University of California School of Agriculture (1963). operations. Inspect trees, shrubs, and material for injury and insect infestation, and backfilling. 5. Nursety-Grown and Collected S took inspect trees and. shrubs for improper pruning, Do not begin planting trees until d. All excavated holies shall have vertical sides with roughened surfaces and shall be of a size ' a. Grown under climatic conditions similar to those in locality of project. deficiencies are corrected or plants replaced. that is at least two times the width and one and the depth of the original plant container. The b. Container -grown stock in vigorous,, healthy condition; no root bound plant or holes shall be, in all cases, large enough to peinlit handling and planting, without injury or plants with root system hardened off B. PREPARATION breakage to the roots or root ball. Refer to Standard Planting Details. c. Substitute plant material will. not be permitted unless specifically approved in Stake out locations for plants and outline of planting beds: on ground. Do not begin e. Excavated holes for slope plantings shall be dug two times original plant container width, writing by the Architect. excavation until plant locations and plant beds are acceptable to Architect. providing a permanent 6 inch berm around plant pit. 6. Tree Staking Material The irrigation system shall have been installed and approved prior to soil f. Protect all areas from. excessive compaction when trucking plants or other material to the a. Stakes for Tree Support preparation. planting site: (I) Full length, lodge pole, pine stakes, treated with copper naphthanate g. Center plant in. pit or trench. (2) Mininium nominal size: 2"' in diameter x 121ong and pointed at one C. INSTALLATION h. Face plants with fullest growth. into prevailing wind. end (adjusted length to fit tree) See plant plumb and hold, rigidly in position until soil has been tarriped. firmly around ball. or b. Hose and Wire Ties 1. Excavation of Planting roots. (1) Galvanized wire with cinch tie; Wire shall. be zinc -coated iron, a. Shape Container plants shall be Iyackfilled with: 10 -gauge minimum and solid core. (1) Vertical sides and flat bottom - 8 parts by volume on-site topsoil (2) All guys are to be flagged, Ninety percent wire length is to be covered. (2) Plant pits to be square for box material, circular for canned material. - 2 parts by volume organic amendment White PVC - 1 /4 inch diameter tube covering shall be used. b. Size - 6-20-20 fertilizer m!,ix as per chart. below: 7. Bark Chips All trees shall have planted pits dug twice the diameter. and, to the depth of the root I gallon 1 handful Bark chips shall be regular, ground., redwood, or fir bark, co nsisting of 1/2" to 3/4" ball. Bacicflll around the rootball with prepared backfill, mix. Refer to planting 5 gallon 2 handfuls (acorn size) chips. Prior to delivery to the site, the Contractor s,hall submit Details for specific method, 1.5 gallon 3 handfuls samples to the City Landscape Inspector for approval. 2. Preparation of Planting Areas 18" box 4 handfuls 8. Erosion Control Matting a. After approximate finished grades have beenestablished, soil shall be 24" box 5 handfuls Erosion control matting shall be of open weave, -furnished in rolled strips as conditioned and fertilized in the following manner. Nitrogen -stabilized organic 30" box 6 handfuls follows: It shall be approximately 225 feet long with a width of 48 inches plus or amendment and ammonium phosphate shall at. the following rates, be unifaimly 36" box 7 handfuls minus one inch and an approximate onie (1) inch square mesh. Fabric shall spread and cultivated thoroughly by means of in, echanical tiller into top 6" of soil. 42" box 8 handfuls average .4 pounds per linear foot. The erosion control matting shall be (1) Nitrogen -Stabilized. Organic Amendment 48"' box 9 handfuls manufactured -from loosely twisted j Lite yarn not varying in thickness by more 4 ca. yards/1,000 sq. ft. 60" box 10 handfuls -i,an one-half its noirrial d4 ieter, equal in qualityto "Ludlow Soil Saver #48" or t I hi (2) AninioniUm Phosphate 6-20-20: 15 lbs./1,00,0 sq. ft. I handful approximately equals 4-6 ounces) approved equal, Staples for erosion control. shall be I I gauge steel wire bent in a (3) 1510 lbs. Agriculture Gypsum 11,000 sq. ft, i. All plants which settle deeper than specified above shall be raised to the correct level. U shape six inches minimum length and one inch wide. WettirigAgent to be 95% b. All soil area shall be compacted and settled by application of heavy irrigation to After the plant has been placed, additional backfill shall be added to the hole to cover alkyl Polyethylene glycol ether such as "Commercial Water In" or approved a minimum depth of twelve inches. approximately one-half of the height of the root ball. At this stage, water shall be added to equal. c. At tirne of planting, the top two inches of turf areas to be sodded or seeded shall the top of the partly -filled. hole to thoroughly saturate the root ball and adjacent soil. 9. Seed be free of stones, stumps or other deleterious matter I " in diameter or larger. In j. Excess soil. generated from the planting holes may be distributed on the site and All. seed used -for lawn planting or erosion control planting or for any other groundeover areas, the top two inches shall be free of stones, stamps or other amended as specified in general soil preparation. reasons specified in the plans shall be labeled and famished. in. sealed, standard deleterious matter 2-121nch diameter or larger. All planting areas shall be free from. k. Hand place plants which are in containers less than one gallon in size containers with duplicate signed copies of a staterrient from the vendor, all wire, pilaster or similar objects. I. Hand backfill and hamp tamp, leaving a slight depression around bases of plants. certifying that each container of seed delivered is fally-labeled in accordance with 3. Final Grades m. Plantingtablets shall be set with each plant on. -the top of the root ball while the plants the California State Agriculture Code. Seed which has become wet, moldy or a. After the foregoing specified deep watering, minimum modifications -to grade are still in their containers so the required number of tablets to be used, in each holle can be otherwise damaged in transit or storage will not be accepted. may be required to establish the final grade. These areas shall not be worked until easily verified. 10. Sod the moisture content has been reduced to a point where working it wil:l not destroy n. After the water has completely drained, plan, iting tablets shall be placed as indicated. per Sod shall be fully mature, well-maintalned, of the grass variety specified, free of soil structure. container size below: all other grasses or weeds and shall be evenly cut with a conventi onal. sod cutting b. Finish grading shall insure proper drainage of the site. I gallon 1. tablet machine to a thickness of I -t/2 inches. All material shall befrom the same c. All areas shall be graded so that the final. grades will be I " below adj acent paved 5 gallon 2 tablets growing ground and delivered. fresh to the job site. If, after 1 ristallation, any areas areas, sidewalks, valves boxes, headers, cl6an-outs, drains, manholes, etc. in. turf 15 gallon 3 tablets of sod die or become brown, these areas are to be replaced with sod. immediately. areas, and 2" below in, groundcover areas, 18" box 4 tablets CITY OF RAN"OH-01 C: CAMONGA U Replacement sod is to match original. d. Surface drainage shall be away from al] building foundations. 24" box 5 tablets e ' 1* . E iminate all erosion scars. 30" box 6 tablets f . Planting areas receiving sod shall sustain'a finish grade of a depth that installed 36" box 7 tablets STREET LAN SCAPE PLA:NS sod shall be flush with finish surfaces (walks, paved areas, etc.). 42" box 8 tablets FOR g. All planting areas shall have a finish grade confonning to approved plans and 48" box 9 tablets ROUTE 66 specifications aftler fall. settlement has occurred. 60" box 10 tablets 11668 FOOTHILL BLVD 4. Dispose of unacceptable or unused excess soil off site and premises. RANCHO CUCAMONGA, CA91730 PLANTING SPECIFICATIONS FROM MAYTEN: "ENUE TO MASI DRIVE Underg,! u! d Service Ale rt APPROVED BY: DATE: 1101Z.119. CITY ENGINEER Q__) L_/ RCE: 67514 0 0 NS, VORE DESIGN Call: TO:LL FREE :D . . . . . . . . . . . . KL PLAN PREPARED BY: RECOMME14DED F_; IF 7 --- EXP. AUGUST .31, 2020 -4L 0 1-800 DRAWN 305 N. Harbor Blvd, Suite 222 Fullerton, California 92832 SHEET L) 3-24-19 Tel: (714) 680-0417 DATE 422-4133 KL California Liceme #3098 11 OF 12 ()PCAU� CHECKED CLharles S. Lamb 3098 R.C.E. NO_ DRAWING NO, TWO WOR: ING DAYS BEFORE YOU DIG C.S.L DATE !1Z1AZ1Z. FILE NO, n/a 2817- L 7. Hydroseeded Application Procedures and Equipment a. Weed Control Upon the completion of the irrigation system and and after all existing weeds and growth have been removed from the commercial fertilizer (2 1 -0-0) per acre as per planting area, apply 2:00 pounds of a manufacturer's instructions. Water all areas for times daily and un, til weed seeds have germinated. Cease watering for three days. Spray the non-selective herbicide "Round -up" to eradicate the gel minated weeds. Translocation or approved equal period should be 7- 10 days. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1/4 inch below the surface of the soil. If perennial weeds or grasses still exists, re -water four times daily for fourteen consecutive days, until the new growth appears. Re -apply a non-selective herbicide Remove weeds after herbicide has had sufficient time to kill. b. Equipment Hydraulic equipment used for the application of the fertilizer, seed and slurry of prepared wood pulp shall be of the "Super Hydro -Seeder" type. This equipment shall have a built-in agitation system and operating capacity sufficient to agitate, suspend and homogeneously mix a slurry contained not less than 40% of fibre mulch plus a combined total of #7 fertilizer solids for each 100 gallons of water. The slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which will provide a continuous non -fluctuating discharge. The slurry tank shall have a minimuni capacity of 1,500 gallons and shall be mounted on a traveling unit, either self-propelled or drawn by a separate unit, which will place the slurry tank spray nozzles within sufficient proximity to the areas to be seeded. c. Preparation The slurry preparation shall take place at the site of work, Begin by adding water to the tank- when the engine is at half throttle. When the water level has reached the height of the agitator shaft, good re -circulation shall be established and the seed shall be added. Fertilizer shall then be added, followed by wood pulp mulch. The wood pulp mulch shall. only be added to the mixture after the seed and when the tank is at least one-third. fil led with water. The engine throttle shall be opened to full speed when the tank is half-filled with water, All the wood pulp mulch shall be added by the time the tank is two-thirds to three-fourths fall, Spraying shall commence immediately when the tank is full, d. Application The operator shall spray the slopes with a uniform, visible coat by using the green color of the wood pulp as a guide. the slurry shall be app': ied in a sweeping motion in an arched stream so as to fall like rain, allowing the wood fibers to build on, each other until a good coat is achieved and the material is spread at therequired rate per acre. e. The Limit All slurry mixture which has not been applied to the slopes within. four hours after mixing will be rejected and removed from, the project at the Contractor's expense, f. Protection Special care should be exercised by the Contractor in preventing any of the slurry to be sprayed inside any reservoir basin or into drainage ditches and channels which may impede the fi-ce flow of rain or irrigation water. Any slurry spilled into restricted areas shall be cleaned up at the Contractor's expense to the satisfaction of the Owner or City. All areas designated for hydroseeding shall be thoroughly watered prior to the hydroseeding. The Contractor shall note any discrepancy for complete water coverage and correct. The Contractor shall at this time note wind and weather conditions and submit a watering program to the Landscape Architect for approval prior to hydroseeding. g. Reseeding All bare spots shall be reseeded within 10 days to -the satisfacti oil of -the Owner and/or Landscape Architect. h. Watering (1) A balanced, full -coverage watering program shall be maintained to ensure proper germination until the acceptance of work. (2) Plants whlich cannot be watered efficiently with the existing water system shall be watered by means of a hose. i. Fertilization (Turf) Apply recommended fertilizatian progi am 45 days after the first mowing. Continue every 90-120 days. j. Maintenance and Irrigation Maintenance shall be the responsibility of the Landscape Contractor for a period of forty-five days. It is his responsibility to provide sufficient water. Moisture must be maintained on the soil once the slurry mulch has been applied and allowed to set for one day. The slopes can then beirrigated.Three are no set irrigation requirements in gallons per minute, duration of time or number of gallons to be applied to the hydroseeded slopes. This will vaiy from day -to day depending on the rate of gro wth and climatic conditions encountered. The soil surface shall be kept moist at all -times, particularly during the seeding germination period. Failure to provide adequate moisture will. result in desiccation of the new seedli _s, in turn making it necessary for an additional application ofseed, fertilizer and mulch. k. Soil test Contractor shall take soil samples fi-om -these approved locations. Agricultural suitability -test shall be made of the soil samples. Test shall include, but not limited to Ph, ECE, SAR, NPK, BORON and half -saturation test. Copies of the results shall be sent to tlie Landscape Architect for review. Hydroseeded mix is subject to change upon. review of a soil analysis. 8. Erosion Control. a. Erosion control installation will. be required in locations specifically delineated on the drawings or as necessary due to field conditions. b. Surface of 'the slopes shall be uniformly smooth and even, with al I debris and rocks raked out. The soil shall be sufficiently moist to pen -nit the finn laying of erosion control matting and to prevent sloughing of topsoil. c. The erosion control matting shall be laid with the direction of flow of surface drainage and in accordance with the manufacturer's directions, The matting shall be cut to provide a visually pleasing slope. d. The matting shall be stapled in place and firmly embedded by means of tamping or rolling as approved by the Landscape Architect to insure that the matting is in contact with the soil and that no erosion can take place under the matting. e. Planting of turf, groun, d covers, shrubs and/or vines may be required in area protected by erosion control matting as specified in -the plans or as becomes necessary. . Native Plant Areas a. Any planting areas designated as natural planting that. are cleared off during any phase of the development must be re-established with an approved planting prior to acceptance of the tract. b. Comply with City Zoning and Subdivision Ordinance. c. Natural vegetation areas are sul�ject to review and approval by the Landscape Architect, Fire Marshall and City Landscape Architect. Appropriate fuel management prograins shall be addressed a's a part of -the contracts documents for execution during site development. Budgeting for on-going fuel man, agement programs should also be addressed as a part of the m aintenance programs. E. CLEAN-UP After all planting operations have been completed remove all trash, excess soil, empty plant containers and rubbish from the property. All scars, ru, ts or other marks in the ground caused, by this work shall be repaired and the ground left in a neat and orderly condition throughout the site. Clean-up Contractor shall pick -tip all trash resulting from thiswork no less frequently than each Friday before leaving the site, once a week and/or the last working day of each week. All trash shall be remo,ved completely from the site. Ttie Contractor shall leave the site area broom -clean and shall wash down all paved areas within the Contract area, leaving the premises in a clean condition, The Contractor shall arrange for offsite disposal of surplus soil and shall, upon request, fumish the City or County's authorized representative with. the disposal site Ownef Is written consent. Non -nal progress inspections shall be requested by the Contractor from the Landscape Architect at least 4 days in advance of an anticipated inspection. Inspections are required as follows: 1. upon -the completion of fine grading 2. upon the completion of soil conditioning 3. prior to application of post-einergent weed killers 4. pre or post-deliveiy of all plant material 5. upon. the completion of major plant layout 6. at th, e tree -staking example prior to sodding 1. GENERAL REQUIREMENTS a. Scope of Work Work specified in this Section furnish all labor, material, equipment and services required to maintain the landscape in an, attractive condition as specified herein for a period of ninety (90) days after final acceptance by Owner, b. Quality Assurance The Contractor's representative shall be experienced in landscaping maintenance and shall have received an education in ornamental, c. Maintenance Period The Contractor shall continuously maintain all areas involved in this Con, tract during the progress of the work and the maintenance period until final acceptance of the work by the owner. Improper maintenance or possible poor condition of any planting at the termination of the scheduled maintenance period may cause postponement of the final completion date of the Contract. Maintenance shall be continued by the Contractor until work is acceptable. Maintenance period shall. not start until all elements of construction, planting and irrigation for the entire project are in accordance with Plans and Specifications. The Contractor shall request an inspection to begin the maintenance period after all planting and related work has been completed in accordance with the Contract documents. A prime requirement is that all lawn areas shall show an even, healthy strand of grass seedlings or sod, either of which shall have been.. mown twice. If such criteria is met to the satisfaction of the Landscape Architect, a field notification will be issued to the Contractor to establish the effective beginning date of the maintenance period, Any day when the Contractor fails to adequately "'Maintain plantings, replace unsuitable plants or do weed control or other work, as deterinined necessary by the Land cape Architect, will not be credited as a maintenance period working days. The maintenance period will be extended if the provisions required the plans and specifications are not filled D. EMERGENCY NUMBERS (1) The Contractor shall provide and maintain a current list of emergency telephone numbers for 24-hour einergency response. (2) The Con -tractor shall initiate remedial action within two hours from the time of notification. E. PROTECTION OF EXISTING FACILITIES AND STRUCTURES The Contractor shall exercise due care in protecting from damage all. existing facilities, structures and utilities both above and below surface on the City/ Owner's property. Any damage to City's/ Owner's property deemed to be caused by the Contractor's responsibility to verify and locate any undergroun. d system. s (i.e., utility line). This does not release the Contractor from the responsibility of taking reasonable precautions when working in these areas. Any damage or problems shall be reported immediately to the City/ Owner's representative. F. PROJECT INSPECTIONS Upon request the Contractor or his representative will walk the project with the City/ Owner's representative for the purpose of determining compliance with the specifications. STREET LANDSi CAPE PLANS FOR ROUTE 66 1166�8 FOOTHILL BLVD RANCHO CUCAMONGA, CA9 1730 PLANTING SPECIFICATIONS FROM MAYTEN AVENUE' TO MASI DRIVE 12��M APPROVED BY: DATE: f012-1119 RICE: 67514 CITY ENIGIREER DESIGN PLAN PREPARED BY: RECOMMENDED KL 305 N, HarborBlvd, Suite 222 DRAWN Fullerton, California 92832 SKEET Tel: (714)68MA17 K L CaliI Jeense #3098 12 OF 12 CHECKED Charles S. Lamb— R,C.E. NO. 3098 — — DRAWING NO. C.S,L DATE 11/14/17 FILE NO. n/a 2817-L