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NF ND CA-iPE ARC [ I E G- URAI PLAN lwwww 01 . 3 . ............... ............... n 3 :Y. R.O.W. AND DFDtCATFD LANDSCAPE EASEMENT BETWEEN FOOTHILL BLVD. AND POPLAR DR. SOUTHFRN CALIFORNIA TFRRA VISTA PROJECT MANAGER BOB MGGLENDON /� 1166 N. MOUNTAIN AVEJP.O.BOX 670 LANDSCAPE MAINTIFNANCEDISTRICT NO. 4 UPLAND, CA. 41785 (909)OS!�0971 VICINITY MAP GENERAL NOTESINDEX These notes shall be used in conjunction with the plans and any discrepancies shall be brought to the attention of the Landscape Architect and City DESCRIPTION PTION DESCRI PTiON h1 Engineer V u An Encroachment Permit shall be obtained from the City Engineer prior to commencing any work. ^ TI TLE SHEET PROJECT SITE ♦ --� � /�I�,c �+� A, lV All work shall be performed according to current City Standards and the Standard Specifications for Public Works Construction. ' /�.1 r�Z T .S�.�IQ{1 PLAN 2 CONSTRUCTION & PLANTING DETAILS This work shall be installed by a licensed contractor who shall carry workman's compensation, public liability, and property damage insurance as 3 PLANTING PLAN required by law BASE LINE ROAD 40 Check for existing utility locations, prior to excavation d work Notify Dig Alert at 1-800-422-4133. A permit to excavate may be requlred Exercise 4 SPEC/FICA TIONS caution in excavation and working near existing utilities. Corrtrar for shall be responsible for damages to utilities which are caused by his operations or neglect FOOTHILL BLVD. At the conclusion of rough grading, an agronomic soils report shall be furnished by the owner, to the City Inspector, and all such recommendations from this report shall supercede soils amendement recommendations shown on the plans Upon compWon of installation, an establishment period shall commence, and upon written verification from the inspector that establishment Is 2 aocomplished, an adequate maintenance period(typically 180 days)shall commence Said maintenance shall conclude only after verification d W leaf-out, fall color, flower color, overall plant health, and with Council acceptance of the improvements Maintenance shall include mowing, weeding, irrigation, pruning, raising tree root balls which settle below grade, fertilizing and applying such sprays as are necessary for proper care and up-keep. = Z Maintenance also includes all repairs, replacement, cleaning and adjusting necessary to keep the irrigation system in good working order with proper W coverage, required prior to final acceptance of the work by the City Y J � Application of any chemicals shall be by State liansed personnel. AN pesticide applications require P.C.A. recommendation. SAN BERNARDINO FWY(10) Cal sense equipment shall be installed under the direction of Cat sense representative, phone number(714) 458-0129 and approved by City - i I Inspector. I �I One controller chart shatI be provided for each controller. Controller chart shall be the maximum size the controfler door will allow and shall show the area covered by the automatic controller. The chart is to be a reduced drawing of the actural as-built system. However, in the event the N.T.S. controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced The chart shall be a blw.kline print, and a different color shall be used to show the area of coverage of each station. When completed and approved by the Public Works Inspector, the chart shall be hermetically sealed between two pieces of plastic, each peice being a minimum of 20 mils. thick. The chart shaft be mounted using Velcro or approved equal type of tape These charts must be completed and in place prior to final acceptance of work by the City. Concrete mowstrips shall be provided between all shrub►ground oover areas and turf areas, as shown on plans. Mowstrips shall also be provided beneath metal fencing and where city maintained areas are adjanent to privately maintained areas as shown on plans. MAINTENANCERESPONSIBILITY MAP Approval of the final sidewalk layout shall be made in the field and adjusted as necessary to meet field conditions as approved by the Public Works Inspector and project Planner prior to final construction. --%,#-v14-S-ULTANTS XER/SCAPE ASSESSMENT ON SHEET 1t 3 Street trees shall be installed per the following criteria : • All street trees are to be placed in accordance with City Standards LANDSCAPE ARCHITECTS: CIVIL ENGINEER: ELECTRICAL ENGINESR LAND CONCERN, LTD. MADOLE & ASSOC. OMR ELECTRICAL ENGINEERS, INC R All street trees Shan be staked and planted according to city Standards as proximity to hardscape dictates. 1760 E. DEERE AVE. 10601 CHURCH ST., S-107 23412 MOULTON PARKWAY, STE. 230 Backfitl mixture of all street trees shall be per the recommendations of an agronomic soils report furnished to the City Inspector. SANTA ANA, CA. 92705 RANCHO CUCAMONGA, CA. 01730 LAGUNA HILLS, CA. 92853 (714) 250-4822 (909) 948-1311 CONTACT: CHARLES CATHEY • No street tree shall be planted where the center of the trunk is closer than three feet(3')to the face of curb, unless otherwise rated. CONTACT: JILL SWEENEY CONTACT: MARK BERTONE • All street trees are subject to inspection and acceptance try the City Engineer. IRRIGATION: STRUCTURAL ENGINEER: ARCHITECTS: LAND CONCERN,ERN LTD W.E. MOSCI KI & FEOLA, CARLI & ARCHULETA SITE 1750 E. DEERE AVE. ASSOCIATES ARCHITECTS SANTA ANA, CA. 92705 517 EAST WILSON, SUITE 105 116 E. BROADWAY (714) 250-4922 GLENDALE, CA. 91206 GLENDALE, CA. 91205 CONTACT: STEVE HOHL CONTACT: WALTER MOSCICKI CONTACT: JORGE ANiBARRO t LOCATION MAP NTg �CA�'Ip SITE LOCATION 0 o � LANDSCAPE OUANTITIFS --- - M mom DEPOT ,4 _ � a DESCRIPTION OF REVISION CITY Ll MAJOR " ! _ '1 TOTAL ACRES IN R.O.W. / TRAIL EASEMENT .84 ACRES ``� DATE APPROWED _ "'MAJORMAJOR _ TOTAL SQ. FT. MAINTAINED AREAS IN R.O.W. U CITY OF RANCHO CUCAl11IIQNGA f TRAIL EASEMENT TOTAL TREES IN R.O.W. / TRAIL EASEMENT PROMENADE AT TERRA VISTA -t• _ = ALBIZIA JULIBRISSIN 8 - 3611 - BOX, 1 48" BOX BRACHYCHITON POPULNEUS 25-24 BOX ROCHESTER AVENUE - Y # MODIFIED TYPE 'B' TRAIL si p s i j r a R H US LANCEA 22-15 GAL. 4 Y y p SPECIAL PAVING AND STREET TREES COVER SHEET �r M t I.. 16.728 z :;— �, � a � - } } TOTAL SQ. FT. HARDSCAPE IN R.O.W. (TRAIL € H� 4� o r DO <. ..... SCq�, APPROVED BY DATE: Fa EASEMENT �tCr GC� R.C.E. NO. 24953 [ � _ - - �� �� . � � L—_ �� na s .q,P CITY ENGINEER DESIGN RECOMMENDED roonn>. LAND CONCERN, LTD. JI 1750 East Dem Aw-yve - I DRAWN $affta Arra, CA 02M SHE Pi (714)?:P-iS??FW14) 70-24M —X,--OF-4 � CALF RCE NO.' N.T.S. CHECKED DRAWING NO DATELE NO FI PROJECi SHLEJ NO3,20F �7 REFER TO FOOTHILL BLVD ENGINEERING STREET IMPROVEMENT PLANS FOR CROSSWALK LAYOUT AND SPECIFICATIONS. SEE ENGINEERING STREET IMPROVEMENT 0 PLANS FOR MEANDERING WALK LAYOUT AND SPECIFICATIONS — �- - ----------------- -------------�/ \\ PROPOSED SIGNAGE LOCATION / I I L l f 6"CONCRETE HEADER ---_6" - 23' --0" ---got -i' DEDICATED LANDSCAPE EASEMENT LINE --------------- -----I----- -- - - - - -- --- --- ALIGN W/B.C.R ! 8I - RIGHTOF WAY •-------- i I I i / �� ------------------- -------- -------- ------------------------------------------------------- N- - - -- - - --- - lJ� ao / _+. J _- J-4 ■ r-+ ,v ---_ _ _- �� ----.-� 1�-------- ■ - - HTLINE — — -� ----------- ------ - - �/ ■ t1■r W M ■ fro ;n j ■ REFER TO FOOTHILL BLVD. V' 1 11,E ENGINEERING STREET °D W ■ IMPROVEMENT PLANS FOR ■ HANDICAP RAMP Z: AVENUE �--0 BENCH AREAS - SEE DETAIL BELOW coO� ROCHESTFR 0 SPECIFICATIONS a� LU 16 17 LLJ (n -{ - - - - - - - - 18 - 19 20 LU –I – – – – -� – – – 21 – — Z ■ ■ CONSTRUCTION LEGEND U ■ < 0 PAVING NOTEUTILITY LEGEND CONSTRUCTION NOTES A/C UTILITY GOLD COLDJTICCONCRETE JOINT ■ �1 MINIMUM 3 11r THICK NATURAL COLORED CONCRETE WITH 12" WIDE BANDS STREET LIGHT LOCATION Wl ALL CONSTRUCTION SWILL CONFORM TO ALL LOCAL AND COUNTY CODES. Q CENTER LINE ■ PATTERN IS TO BE A 5' x V DIAGONIAL SAW CUT PATTERN WITH A MEDIUM BROOMCL CLEARANCE ATTACHED SIGNAGE ALL ANGLES TO BE 90"OR 450 UNLESS OTHERWISE NOTED CONC. CONCRETE FINISH. BANDING IS TO RECEIVE A LIGHT BROOM FINISH. BROOM STROKES TO CONT. CONTINUOUS RUN PERPENDICULAR TO EDGE OF OONCRETE SAW CUTS TO BE 1/8" WIDE x 112" ALL EXPANSION JOINTS ARE TO BE COLD JOINTS AND FILLED WITH DIA. DIAMETER IN DEPTH. MATERIAL 40 SHORE OR GREATER RATING COLOR TO MATCH PAVING. SIGNAL LIGHT W/STREET LIGHT. D.G. DOUGLAS FIR Q2 MINIMUM 3 112"THICK INTEGRAL COLORED CONCRETE COLOR TO BE L M. ALL SAWCUT SCORELINES TO BE 1 C*WIDE AND 1/r IN DEPTH. EA EACH SCOFIELD RIVERSIDE BUFF C-28 WITH MEDIUM BROOM FINISH. E.J. EXPANSION JOINT CONTRACTOR TO VERIFY WITH LANDSCAPE ARCHITECT AND CITY ALL ECS EQUALMATERIALS•COLOR,AND FINISHES PRIOR TO POUR EXIST. EXISTING a3 MINIMUM 3 112"THICK, 12" WIDE NATURAL COLORED CONCRETE BAND WITH STREET LIGHT. SMOOTH ALL BOX TREES SHALL BE PLANTED PRIOR TO ANY HARDSCAPE WHERE FTG FOOTING TROWEL FINISH CONFLICTS BETWEEN TREE BOX SIZE AND PLANTING AREA OCCUR ALL TREES GALV GALVANIZED SHALL BE SPOTTED AND ALL FIELD ADJUSTMENTS MADE BY THE LANDSCAPE H.B. HEADER BOARD ® MINIMUM 6"THICK NATURAL COLORED CONCRETE WITH 12" WIDE BANDS. A�K ARc►-wTEcr• M.B, MACHINE BOLT FIRE HYDRANT LOCATION, TYP. MAX. MAXIMUM PATTERN IS TO BE AS SHOWN ON PLAN WITH A MEDIUM BROOM ALL IRRIGATON SLEEVES SHALL BE INSTALLED PRIOR TO HARDSCAPE. REFER FINISH. BANDING IS TO RECEIVE A LIGHT BROOM FINISH. BROOM STROKES TO TO IRRIGATION PLANS. MIN. MINUMIM RUN PERPENDICULAR TO EDGE OF CONCRETE SAW CUT SCORELINES TO BE 118" IRRIGATION METER LOCATION. NAT, NATURAL WIDE x 112" IN DEPTH ��9 ALL SCORE LINES,SAWCUTS,AND EXPANSION JOINTS TO OCCUR AS SFIONVN ON N.1.C. NOT IN CONTRACT PLANS. N.T.S. NOT TO SCALE ALL TOOLED SCORE LINES TO BE IIYDEEP x 3V WIDE. O.C. ON CENTER 1 SIGN LOCATION RA. PLANTING AREA CONTFI ACTOR TO CONTACT LANDSCAPE ARCHITECT TO REVIEW HARDSCAPE P PR RT OPE YIN L E FORMING NG PRIOR TO POUR ALLOW�3 HOURS LEADTI TIME. HAD. RADIUS HA H Ll1 ND OLE � RR..S. RESA W Nyy CONTR ACTOR SHALL NOT MAKE FIELD CHANGES UNLESS AUTFORZED BY ■ RISERLANDSCAPE ARCHITECT AND CITY. ANY UNAUTHORIZED CHANGES SHALL BE� . . O PEDESTRIAN SCALE LI HTING CORRECTED TO CONFORM T THE PUNS AT NO ADDITIONAL COST TO THE ROUGH S AWN OWNER. m R WD. REDWOOD ... \.- \ \ .........: ■ Q 3HT SHEET RA 1 AT CONT ACTOR TO VER FY ALL UTILITY OC RACT L IONS DONT OR SHALL ■ S.L. SCORE LINE INFORM LANDSCAPE ARCHRECT IF ANY FIELD MODIFICATIONS ARE NECESSARY S A Q SQUARE■ E '. ::::::::\::::: ::::::::::: SE FOOTHILLSLli. � N \ \: :'. LU S4S SURFACED FOUR SIDES R . IVS TI THI ■ STD STANDARD FO► C� TRUE ON S ■ ..... ........... ....... .... ". (n T.F TOP OF FOOTING . . . . . . . . . . . T.W. TOP OF WALL ::: .Istlt EA. . . ■ L i SEE ENGINEERING STREET IMPROVEMENT LlJ 4-_ - T TREAD -4 PLANS FOR MEANDERING WALK Y AN LAYOUT D W ■ TYP. TYPICAL SPECIFICATIONS. 1 R ■ w.1. WROUGHT IRON HEADER WW.M. WOVEN WIRE MESHOPOSED SIGNAGE LOCATION Ll ■PR Z ■ i' t J ■ BENCH AREAS SEE DETAIL BELOW ' ;. ...........:.:... ...::..:.•:• --- - DEDICATED LANDSCAPE EASEMENT LINE 'i T4--. . . . . . . . . . . . ._. .r' r - -------- - ------_------•------------------------------------------ I - �. -- ---- ------------------ - -� 21' s" 10' 0" ■ J a 1 I i i' -1 / 2 ■ cc / \ G ■ ALIGN W/B.C.R. ■ -�- i: i �I i 1 i I 1 ■ T� :;:j. :.:\: .-.•:•.\ :::•: .. .: ...::... : •.• ....:::�\ � RIGHT OF WAY A T t TEL' I \ i - - -- - 4'-0"R. - �_ T - -. EL ■ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SIG — b HT LINE - -- ■ COcl ROCHFSTER REFER TO FOOTHILL BLVD ■ DESCRIPTION OF REVISION DATE APPROVED VENUEI ENGINEERING STREET I IMPROVEMENT PLANS FOR ■ � I HANDICAP RAMP ■ CITY OF RANCHO CUCAMONGA -� SPECIFICATIONS ■ — — — 12 — — — 13 - - 1415 16 PROMENADE Al TERRA VIS1A - - - - - ROCHESTER AVENUE ■ * INSTALL 6'-o"LONG WOOD BENCH WITH BACKRESTMODIFIED TYPE 'S' TRAIL —*PRO�JECT LOCATION ■ LANDSCAPE STRUCTURES MODEL #106 AVAILABLE THROUGH HANSON& ASSOC , INC (714) 562 - 5617 \; ■ CONSTRUCTION PLAN �f.: r ;t C " - 4 N H PRIVATELY MAINTAINED APPROVED BY DATE: Co' -!G _ � �1` ;$ HOME DEPOT � EE R.C.E. NO. r� F CITY ENGIN a1Y'1 24953 t- = r � DESIGN RECOMMENDED � 4 ` ` `T- �T.� �I M.S. LAND CONCERN, LTD. TYP ,.4 +k • ti LIC, NO. 1283 cO •,`r. ', ::ti \ \ >�.,\\ � � I 1750 East Deere Avon u* fill — ��.L i may'. a4.:a ��s1 � ..�\ �'`a 1'.�ii 11'L]I rO I� – DRAWN $atTA►A/I>L, CA�27(35 SHEE71 t DATE 1 (714)21048"Fs>d714) 757-24M 3' ROCHESTER _ 1 OF 4 AVENUE �i q M.S. -- - SCALE 1'--20' \ 9 �� " 17 �� CHECKED DRAW NQ- ACE B E N C R A R EA t, NO. DATE FILE NO. - 1,555- - - --- PROJECT SHEE.1 N033OF �j( , STCRMDRAINI 0 1 CSP OF Sl AKE S BE LOW HE AD OF 1 RE E 1M iE FAL UNDERGROUND UTILITIES �—" SPECIES GROWTH HABIT PERMITS FINISH GRADE OR FINISH SURFACE I TOP TIE TO BE PLACED AS LOW AS • - `:,>t� ._>. .•7,;, . ._`: i „ 5' MIN ,:;,'`' • 2 DIA. LODGE POLE PINE STAKE WITH GREEN L - ♦ 1"RADIUS ON EDGES TYPICAL B.0 R POSSIBLE ON THE TRUNK TO ALLOW PRESERVATIVE, DRIVE A MINIMUM OF 6" INTO i� w I SIDEWALK FOR WIND FLEXING OF THE TREE BUT NOTES: NOT SOLOW AS TO LOSE SUPPORT OR UNDISTURBED SOIL AND POSITION STAKES OUTSIDE / CONCRETE BAD. SEE PAVING NOTES ROOTBALL / UTILITY *1 TREE SPACING SHALL CONFORM TO PLANS APPROVED ALLOW THE HEAD TO DROP FOR COLOR,TEXTURE AND FINISH U 5 � • • • I I L BY THE CITY ENGINEER. w • MAIN TRUNK CURB&_ GUTTERTLE MIN tt 3"DEPTH NATIVE BACKFILL • oC' " C — 2 SETS OF CINCH TIES SPACED 24 APART, ATTACH ♦ CONCRETE PAVING. SEE PAVING * METER p� 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE OF DEEP ROOT CONTROL BARRIER ♦ > __ WITH GALVINIZED SCREWS TO 8' LODGE POLES NOTES FOR COLOR AND FINISH. -1►- - - - - - -- --- - -, - 10' t l U SIGHT CRITERIA AS APPROVED BY TRAFFIC ENGINEER, OR APPROVED EQUAL * MIN S \ \ w NO 4 WASHED GRAVEL • 12" 4"ARBOR GUARD" IN TURF AREAS AND FRONT YARDS *' '"` • 3/8" WIDE x 1/2" DEEP TOOLED - --- MAX ; TOP OF ROOTBALL TO EXTEND T ABOVE FINISH GRADE. SCORELINE WHERE OCCURS. REFER MIN 3. AT ALL OCAL RESIDENTIAL/LOCAL RESIDENTIAL TO CONSTRUCTION PLAN FOR INTERSECTIONS PLACE 1st PARKWAY TREE AT A MIN. OF - -� • NATIVE BACKFILL WITH NO ROCKS GREATER THAN 3" CATCH BASSIN, TRANSFORMER, VAULT f Ai DIA. ` 25' FROM BCR OR ECR. / - _ LOCATION. -� - - ---- - - - - - 4 WATERING BASIN FOR RESIDENTIAL AND MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ♦TIGHTLY COMPACTED 3" BERM TO FORM \ \ SIDEWALK ��`� ALL UNDERGROUND FACILITIES. IN ADDITION MAINTAIN = 10' FROM CENTER OF TREE TO ALL UTILITY OWNED " ' GROUNDCOVER INSTALLATIONS. LOCATE OUTSIDE #4 REBAR CONTINOUS AT 24"O C. 1 DRIVE 09 IU WATER AND SEWER LATERAL LINES. r w� OF PLANT PIT BERMS IN TURF AREAS TO BE IN BOTH DIRECTIONS. F.H. • I • S.L. E, !D: o i .. (APPROACH u REMOVED PRIOR TO CITY ACCEPTANCE • 90%COMPACTED SUB-GRADE _ :.7 � CURB & GUT ,E R 5 TAEES SHALL NOT BE LOCATED ON PROPERTY LINES. �+ r / ONATIVE SOIL UNDISTURBED �. ;? �. 5' , 1q MIN * 10' t t I Cyt t r i\i tl N NOTES: MIN MIN. MIN. 6 STREET TREES ARE SUBJECT TO INSPECTION AND * ___ 2x WIDTH _ j 1. REMOVE NURSERY STAKES CONTRACTOR TO VERIFY ALL STEEL REINFORCEMENT, OF 2 STAKES TO BE PLUMB A D PARALLEL SUB-GRADE AND CONCRETE THICK NESS WITH SOIL ENGINEER --- - - ACCEPTANCE BY THE ENGINEERING DIVISION. ROOT BALL 7. STREET TREES SHALL BE PLANTED AND STAKED •ANY TREE PLANTED 5-0"OR LESS E 3. STAKE TREE PERP. TO PREVAILING WIND T ANY A A HA IR ACCORDING TO THE CITY STANDARD PLANS, O H RDSC PES LL REQUIRE A ROOT BARRIER PREYAILING WINDS \ E PLAC,_,E___ _NlF _NT F-19 (OLDOUR. LE STAKED TREE 15 GAL: - 24" Box CONC. PA v ING W/SAND ILOOP HOSES 1" GREATER THAN DIAMETER OTRUNK TYP -� NEW RUBBER HOSE OVER WIRE AT TURF AREA • ----- - POINT OF CONNECTION v TYING PLAN 114" RADIUS-BOTH EDGES • TURN BUCKLE (TYP.) CONCRETE MOW STRIP W/ — —� - • GALV. STEEL CABLE SPACED EQ PRIVATE MAINTENANCE AREAS AROUND TREE-COVER WITH 3/4" DIA. X3' \ EXPANSION JOINTS c9 20 / G CLASS 200 WHITE PVC PIPE O C & SCORELINES ® 10' O.G GROUND COVER •- ARBOR GUARD OR EQUAL IN \C'O }- TURF AREAS \R3 � _ \M -"�. TOP OF ROOTBALL TO EXTEND q / 2" ABOVE FINISH GRADE �V=S`MA � TIGHTLY COMPACTED 3" BERM TO ...... ........... \ FORM WATERING BASIN FOR j RESIDENTIAL AND GROUNDCOVER \ T U RF _ N D TURF / APPLICATIONS ___AGROUND COVER 29'o MIN. #3 REBAR CONTINUOUS • ZD i � 60 4"WOOD CHIP MULCH IN PLANTER COMPACTED SOIL •--- I I I MAX DUCKBILL EARTH ANCHOR SYSTEM (68-DYS)TOTAL SYSTEM OR EQAUL - < NOTES: - ROOT- .. \NATIVE BACKFILL WITH NO ROCKS GREATER -EXPANSION JOINTS - - BALL '' *THAN 3" DIAMETER PUBLIC RIGHT-OF-WAY AND 6 NOTES: MAINTENANCE AREAS TO BE 3/4" WIDE 1. INSTALL GUYS HAND PLANT PIT TWICE TOP VIEW TAUT TO PREVENT -CONCRETE TO BE - -*DIAMETER OF ROOTBALL 520-C-2500 MIN DEFORMATION OF LIMBS \-0 UNDISTURBED NATIVE SOIL 2 WIRE SHALL BE CLAMPED OR CRIMPED MOW CTREE GUYING FOR 36" BOX NOT TWISTED ALLOWABLE GRADES LIC NO 1283 C� DATE \ \ cAL� NOTE FOR SOIL AMENDMENTS TO BE USED FOR BIDDING PURPOSES ONLY VERIFY WITH THE AGRONOMIC SUITABILITY/FERTILITY SOILS REPORT FURNISHED BY THE CONTRACTOR. SOIL AMENDMENTS DESCRIPTION OF REVISION CRY DATE APPROVED FOR TURF AND GROUND COVER PLANTING, THE FOLLOWING AMENDMENTS SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO CITY O� RANCHO C U CA M ON GA A MINIMUM 6" DEPTH BY MEANS OF ROTOTILLER OF EQUAL AMTJ 1000 SOU ME FEET PROMENADE AT I ERRA VISTA 6 CU YDS. NITROGEN STABILIZED ORGANIC AMFNDMENT DERIVED FROM REDWOOD, ROCHESTER A 1/�/ E N U E FIR OR CEDAR SAWDUST 15 LBS. 12-12-12 COMMERCIAL FERTILIZER MODIFIED TYPE 'B' TRAIL THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OFCONTAINFR-GROWN CONSTRUCTION & PLANTING DETAILS TREES AND SHRUBS SHOULD BE PREPARED AS FOLLOWS: APPROVED BYDATE: 6 PARTS BY VOLUME ON-SITE SOIL CITY ENGINEE /P� eaz s . R.C.E. NO. 24953 4 PARTS BY VOLUME NITROGEN STAEVLIZED ORGANIC AMMENDMENT DESIGN RECOMMENDED 1 LB. 12-12-12 PER CU. YD. OF MIX LAND CONCERN, LTD. �` ' 2 LBS. IRON SULFATE PER CU. YD. OF MIX -M S. 1750 EsoDe�Avenue '�L8f` - DRAWN S&mm ARA, CA 9M5 SHEF i THE ABOVE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE (714)250-4R"Fel(714) 757-2420 2 OF 4_ FOR BACKFILL PURPOSES. M.S. - LAS WORK PERFORMED BY SOIL AND PLANT LABORATORY, INC. SANTA ANA CHECKED DRAWING NO OFFICE (714) 5.'58--WM LABFQR125 ON 3/77/67 FOR LEWIS HOMFS, TERRA VISTA RCE NO �j / DATE FILE NO. — "��.`� — PROJEC1 SHE U1 NO3gOF 2 7 TURF AND SHRUB AREAS ARE INDICATED FOR REFERENCE ONLY. SEE PROMENADE SITE PLAN. i 6" CONCRETE CURB-SEE DETAIL ' -- - ------ SHRUB �- -------� 1 - 48"BOX MAGNOLIA GRANDIFLORA 'SAMUEL SOMMERS' SHEET 2,TYP _- �_ _ SHRUB FOR REFERENCE ONLY SEE PROMENADE SITE PLANS //� -------------- ---------------f7pn � it TURF -- SHRUB 1 TURF BP --- SHRUB — ---------- -------------------- ------------ -- ------------------ — _7 --------------- ------------ ------- /-, -- --- - - - ---- - - - --- - -- - - ._ - ------------- --- - -----------\---- ------ ----------- ------------ i li / RIGHT OF WAY ' r -- ---- - ' - --- -- -- --------------_---- ------- ------ ----- - �\ k / - ------------- i ✓ �} SHRUB / RF SHRUB \` _ _ \ SHRUB / - - _ 1 TU ■ - - / \ / TU \ -�14 TURF ■ i ---- -_�- - _---------f-----,� -� \ ��---- --- L ll.l SHRU TURF -� ■ • 4s, SHRUB SHRUB • • • • F ■ uiBP w ; BP AVENUE 4 " AJ ROCHESTER 6-24" -24524 RLU ,. 1-48" R L AJ AJ 5-24 BP W — —16 17 18 2-36 2-3-3 6" II 2-24 19 (n - - - 1 - - - - -J - - - - 210 21 J ■ ■ GENERAL NOTES TREE LEGEND PLANTING LEGEND Q ■ SYMBOL BOTANICAL NAME COMMON NAME OTY. SIZE REMARKS_ ESP ESPALIERED ■ 1 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR AN 4. THE CITY HAS THE RIGHT TO REJECT ANY PLANT 6. ALL PLANTING AREAS SHALL BE GRADED AT 2%AWAY FROM -. GAL GALLON CONTAINER ACCURATE COUNT OF ALL PLANT MATERIAL SHOWN MATERIAL IF IT IS DISEASED, DAMAGED, OR OTHERWISE ANY STRUCTURES _ G.C. GROUND COVER ■ ON THESE PLANS. UNSUITABLE. IF THE PLANT MATERIAL DELIVERED IS AJ ALBIZIA JULIBRISSIN SILK TREE 8 36" BOX 35'O.C. HT. MGM ACCEPTABLE, THE CONTRACTOR MUST GUARANTEE ALL 7. IF ANY SPECIFIED PLANT MATERIAL IS UNAVAILABLE, 1 48" BOX L A. LANDSCAPE ARCHITECT 2 WITHIN 48 HOURS OF AWARD OF CONTRACT, A LIST OF PLANTS UNTIL COMPLETION OF THE 60 DAY MAINTENANCE CONTACT THE CITYT. L.C. LANDSCAPE CONTRACTOR BP BRACHYCHITON POPULNEUS BOTTLE TREE 25 24" BOX 25'O.C. MIN, MINIMUM ALL REQUIRED PLANT MATERIAL MUST BE SUBMITTED PERIOD. M.T MULTI-TRUNKED TO THE DEVELOPER O.C. ON CENTER 5. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN ALL RL RHUS LANCEA AFRICAN SUMAC 22 15 GAL 2CY O.C. RWD. REDWOOD 3 THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING EXISTING GRADES AND FLOW LINES AS SHOWN ON THE S.L.A. SELECTED BY L.A. THE DELIVERY OF PLANT MATERIAL THE DEVELOPER CIVIL ENGINEERS GRADING PLANS UNLESS THE LANDSCAPE SPEC. SPECIMEN WILL NOT BE INVOLVED IN ORDERING PLANT MATERIAL. ARCHITECTURAL PLANS SHOW ADJUSTED GRADES. WHERE SP SPREAD THE CONTRACTOR MUST NOTIFY THE DEVELOPER AND CITY SOD IS INSTALLED ON A SWALE, THE FINISH GRADE MUST BE , w OF ALL SCHEDULED DELIVERIES ADJUSTED SO THE SOD DOES NOT RESTRICT THE FLOW. PLANTING KEY LT SEE PLANT LIST OR LEGEND 1 SIZE OF PLANT MATERIAL GALLON OR BOX OU APMTY OF PLANT MATERIAL LLI ■ m ■ i -- Q ■ 7-24"BOX LAGERSTROEMIA INDICA'SHELL PINK' W ■ FOR REFERENCE ONLY. SEE FOOTHILL BLVD PLANScn LLJ ■ ■ TURF AND SHRUB AREAS ARE INDICATED FOR BP UJ ■ REFERMC:E ONLY. SEE PROMENADE SITE PLAN. 12-24" RL 1 -48"BOX MAGNOLIA GRANDIFLORA`SAMUEL SOMMERS' Cn ■ FOR REFERENCE ONLY SEE PROMENADE SITE PLANS - W ■ 6"CONCRETE CURB-SEE DETAIL'F' Z ■ _ ._� SHEET 2, TYP. ■ _- -----------7�7�------------ ---------- ------------------- -------- -- - ---- \� ■ i i - -- ---- ------- ----- -------------- - ------------------- ------- ---- ----- I • ' U ■ -- RUB ------� \� - 1 - �-- L-- -- ----------- --- ---- --- � -------- -------- Q-- ■ - -- - - --1 -- , C WA Y RICHT 'INt �- + I SHRUB ■ I. 1 - -+- + -� —�LL1 -+ 1 + , �-.1.�—t SH UB • L TURF AJ SHRUB _ 7 TEL -} ■ 2-36" ■ - ■ DESCRIPTION OF REVISION c CHESTER DATE APPRORO RO VED " VNN ��- CITY OF RANCHO CUCAMONGA 11 5-24" ■ — 12 t3 14 PROMENADE Al TERRA VISI A - - � - 15 16 - - ROCHESTER AVENUE ■ MODIFIED TYPE 'B' TRAIL ----*PROJECT LOCATION ■ s.: ■ STREET TREE PLANTING PLAN - ! i` ,Y > APPROVED BY DATE. -3"�G --�i.�`- 1' ` - ; j'. _ HOME DEPOT A F CITY ENGINEER �✓� . ..-, R.C.E. NO. 24953 8 � DESIGN RECOMMENDED �.. -C -7 7`7 Li NO 12as -- M.S. LAND CONCERN, LTD. D�vr S:4 (p � 4 \� \ STI -{ 1750 East Do"Aw-►ue DRAWN 3ar►tr�Mr$, CA�?7C?5 SHEET ATE M.S. (714)25P 7044M ROCHESTER AVENUE 1� 3 . -OF-4 SCALE 1"=20' �'4T I-30 CHECKED DRAWI NO ��¢ �Al� RCE No. /5"S,S—L DATE FILE NO. — PROJECT SHEE1 N035OF q 7 CONCRETE LANDSCAPE CONSTRUCTION 7 Substitutions Substitutions for the indicated plant materials will be permitted provided the 14. PLANTING OFTRFFg 25 MAINTENANCE: PART 1 GENERAL 1 SCOPE OF WORK.: substitute materials are wed in advance b the Landsca Architect andCi and A. The Contractor shall maintain a sufficient number of men and adequate equipment to A. Amendertsnts-taRack lL Apply 1 o r of"Basic H'and 2 tiablespoons of"stem'in a 5 gallon aPPu' Y S'e ty A Position plant,in plant location indicated on drawings and secure approval lxfat The work of this section includes all labor,nisterials and equipment required to complete the substitutions are made at no additional cost to the City Except for the vanations so excavating pita,making necessary adjustments as uhdicated perform the work herein specified Plant nninterrance wort shall consist of applying container of water stir and pour prior to completion of backfilling 1.61Mwitip"ne worst indicated on the drawings The work shall be performed in accordance with the best authorized,all substitute plant materials shall conform to the requi,enients of these water,weeding caring for plants,including ground coven,shrubs and trees.edging, "Basic H' as manufactured by Shaklee Corp. and standards of practice relating to the vanoas trades and under the continuous supervision of a specifications. If the accepted substitute materials are of less value than those indicated aerating,and mowing of lawns,ferblizinp and control of pests and diseases "Stem"as rtha,lifactured by Peters. For concrete information refer to die Standard S crfiicatiam for Public Warks Constar don competent foreman, capable of interpreting the drawings and these specifications The work B. All pits for trees shall be dug square with bottoms level, the length of sides and depdr to lx p �m R � sPe' a specified, ilii contract price will be adjusted in accordance with the provisions of the (Green Book EYtioon per the City d Rancho Cucamonga) Refer to Section 4, 201,303,and included in this section is as follows contract times the diameter of the tree ball. Compacted soils at sides and bottoxrus shall be loosened b5' Both available from Western Farm Services and Shaklee Corp, contract scarifying or other approved method Pits shall be backfilled with "prepared soil"to the required B Damage to any planted ashall be repaired immediately Depressions caused by Hayward CA 400 as well as any other sections related to the installation per and post installation of concrete 8. Plants Not Approved Plants not approved are to be removed from site immediate) and vehicles or foot traffic shall be-filled with topsoil.leveled and replanted Exterminate te work matenals. lax and clean up. The Standard Specifications for the Public Works Finish Grading for Planting, Soil Preparation, y grade, and the balance of the pit filled with'prepared soil thoroughly seeded by water hers and moles. and air damn B. Mainttttancel Fsrtilization: 4-6 weeks after installation apply 4lbs tree of"Wood Ace replaced with suitable plants The I,andecal+C Architect arrdJor City reserves the right application � � � �y � Construction is available from Fertilization Planting,including lawn. Maintenance Inspection and Certifications, to refect entire lots of plants represented by defective samples. Palm Special" ferrilaer there after at 6 mouths intervals apply 5-6 lbs.per tree'Wood Ace Guarantees.Clean up,Staking Guying and Firpalienng and Miscellaneous C. The entire project shall be maintained for a period of 180 days,commencing from the Palm Special" as manudacnrred by Vigom Industries Bi. Btolding NewsAllcwr'atires C, Sot plants is treater of pit,is a vertical pveitian,so that crown of bat)will be lvvcl with time all items of work have been co eted to the sansfacuon of the Landscape B FEhYI'Ih.T?ERR AND SOIL CONDITIONER'± finish grade after ellowing for watering and settling and shall bear the same relationship to the 30SS Overland Avenue A. Samples of all soil amendments, sod and ants shall be submitted for our and stored Architect and the Ciry. C Fronds Frond should tx left tied for approximately 45 days as a general rule of thump In Los An eles Ca 90034 2 APPROVALS: p � finish grade that it did to the soil surface in the container R on die site until furnishing of materials is completed Delivery may begin upon approval of windy areas fronds should remain bed longer and in hot dry climate fronds may be untied (310) 202 '?75 A All sprinkler wait shall be inspected and approved prior to the start of any work in samples or as directed by the Laud[scape Architect and the CityD The project shall be so eared for that a neat and clean condition will be presented at all sooner. On phoenix Cana nenna untie the tight strings only(usually 2)leaving the loose D Prepare depressed water basin as wide as plane balls at each plant Water didx•oughly. times to the satisfaction of the City and the landscape Architect curings for approximately ore(l)month longer 1.62 additional prepared planting prix. �"nI'e this section 1. Organic fertilizer shall lx processed sewage sludge with a mirtimttm content of 1'b backfilling any voids with B Prior to excavation for planting or placing of stakes,locate all utilities,electric cables, mtrerr and 246 phosphoric acid similar to"Nitmhunmuis". Method of processing shall 26 LAWN MAINTENANCE D. EDliar Drench: After fourteen(14)days followed by monthly spplicab on fronds shall be Furnish and install all concrete work complete as indicated on the drawings or as specified, conduits sprinkler lines, heads,valves and valve control wines, and all utility lines so P P g 15. PLANTING VINES,SHRUBS AND GROUNDCOV ERS o� � � � ry not destroy normal bacterial content A. Watering: Water every clay once per day for two(2)weeks thereafter and digin sprayed with following mixture- The following rates are fora 100 gallon tank mix A Vines and shrubs shall be planted in pits at least(2)times greater in ddianrter than their bell of earth dually reduce frequency of watering to three(3)times per week The Contractor A Kocide 101 w.p (3/4 ib)or Manzate I qt.1 100 including but not limited to the fdlow•tng that proper precautions may be taken not to damage such improvement, in the s ss_ event of a conflict between such lines and plant locations• promptly notify the Compacted soil at bottom of pit shall be loosened and the pit filled with"prepared soil" to the shall confine to maintain the lawn until final acceptance b Landscape Architect and gallons 2 Nitrogen stabilized sawdust shag be bolt,with the following mtmgrn content based tie bottom of the bail When the plant has been properly set, the pit shall be filled to the required �'� Y � A Furnish and ser all reinforcing steel,bolts,and anchors Landscape Architect who shall arrange for relocation for one or the other Failure to dry weight the City B. W.R Grace's Minor-Gro(1/2 cup) B. Install all items required other trades which are cast into concrete follow thus educe aces n the Contractor there sibili for,at his own grade with prepared soil and thoroughly settled by tamping and watering All vines shall lx by P� places� sIx'Tu ry C. Hydrated ria(5 cups or 2-1/2 The) C. Concrete mow strips,footings for walls,fencing,posts. benches, etc , when applicable expense making arry and all repairs for damages resulting from work thereunder. removed from stakes,untied and securely fastened in an approved manrer to the wall,fence or g &Itili Apply 16-6-8 at thin tate of 6 1.000 feet three(3)weeks D. S oder Sticker- 8 oz. 'Basic H' 0 5%for redwood sawdust other surface next to which they are planted z�R �Y I�� `�Te � 0.7%for fir sawdust after installation and water immebatefy thereafter E l lb Benlate/ 100 gallons of water 1.63 Protertic" 3 QUANTITIES AND TVPES: 1.0%for bark or pine baric or mixture F. Option Adds general insectieidde to prevent inxet larva Rant materials shall be furnished in the quantities and/or spacing;as shown or noted for each B. Prepare a g any voids water basin io wide as plant balls at each plant. Water thoroughly, backfilling any voids with additional prepared planting mix. C. Diseases andl?estControl' Two(2)weeks after installation of lawn,apply a granular infestation All finished concrete wort shall be barricaded to estrian traffic for lute(3)da Barricade locations and shall be of the species.kirmcts, sizes,etc .as symbolized and/or described in the mercurial f cide of 1.8%mlreumus chloride as manufactumt's Ped Ys Salinity: the saturation extract cathdtutivity shall not exceed 3.5 �' PcT shall be placed immediately after concrete frosting Contractor shall furnish.placr, and remove "Plant Material Legend"as indicated on the drawings The Lanctscape Architect has prepared millimhosrem at 2S degrees C on recommendation AIL RATES ARF RECOMMENDATIONS ONLY DOhi4'T EXCEED IABF.I.DIRF,CTIONS. all of his owm barricades Contractor shat)be rr nvible for an damage to new construction this liar ail as a convenience to the Contractor and assumes no responsibility for its C. t � apo y ge y >� ry BE SURE TO FOLLOW AL[,1�4BF,l.INSTRUCTIONS. and replacement o repair of the work shall be made without added cost to the City accuracy The I..andscape Contractor is to verify all sizes and quantities 1 [pits for flat sized planta to be at least 6'x6"x6". Ground cover areas slnll be D. Mowing The lawn shall be mowed at a height of I-112'with a rotary mower, 3. Conanercial fertilizershaD be delivered in sacks with mannfoctu in label showing moistened prior to planting No flat plants shall be planted in dry soil s weight and analysis attached to each sack ogwpped with rollers, before it reaches Y mheight Collect grass clippings during Copper T.S (alternate I qt.Bravo 50/100) 1.64 Clean-up 4 VERIFICATION OF DIMENSIONS AND QUANTITIES: mowung operations and remove from the site s'Dithane Flowable(alternate 1 qt. Brave 501 100) All scaled dimensions are approximate Before preceeding with any work.the Contractor 2. Set plants in tenter of pits so that crown of plant will be level with finished grade Upon completion of all concrete work and before final acceptance, the Contractor shall remove shall carefully check and verify all dimensions and quantities and shall immediately inform 9.STAKING MATERIALS: : after seeding of soil,then backfill and water. A Tree staking shhagllll bbe as per plan After ash cutting, the edge of the grate shall be trimmed to a neat and timiforriy line. Never apply herbicides within 6 of the trunks, and do not apply herbicides within general arca all tools,surplus materials.apparatus debris etc from the site and the site shall be left in a clean the Landscape Architect and City of any discrepancy between the diro%ings and/or The lawn edges shall be maintained in a nest corylitioxn atoll times when the wind is gusting more than 5 mph. Weeds shall be controlled with pre-emergent berbicide condition acceptable to the city specifications and actual conditions No work shall i e done in any area when[herr is such a 3 Flatted plains shall be well mored with run.en at least 4"but not mon than 6" in or hand weeded discrepancy until approval for same has been vein by the Landsca Architect and Ci B. Ties for holding trees shell be as per detail. length r p ey ppro given pc City 27 GROt1NDCOVER AND SHRUB MAINTENANCE 5 INSPECTION 10.GRADING AND SOIL PREPARATION A. Watering New plantings shall be watered once per day fortwo (2)weeks after R Pruning Rocomrnendatioas: Prwting and trimming of newly planted palm trees shall be kept A All trispectiom shall be made by the Landtecspe Architect and the City. The A. Contractor is to finish grade to within 1110th of 1 foot o•1'below paving where paving 16. TREES AND VINES OCCURTNG IN LAWN: installation Reduce watering to every other day for the next two(2)weeks Water to a minmmimu Cut only the minimum required for cosmetics Do not cru any fronds that are contractor shall request inspectionat last two(2) days in advance of the time exists Trees and vines occurring in lawn shall be planted before final preparation of those areas thereafter three(3)times per week until final acceptance. green or partially green rayless absolutely necessary, within three(3)years of transplanting irhspe-ton is required Tools used for trimming/pruning should always be sterilized with 50% bleach solution B Mnistutie Content The soil shall not be worked when the mdsnhre content is so 17 CARE OF PLANTS BEFORE AND DURING PLANTING B. Fh1ilizatiom Fertilize three(3)weeks after planting with 5 pounds 16-6-8 per 1,000 before and after each tree i B. Inspectian will be required for the following parts of the work: great that excessive compaction will occur,not when it is so dry that dust will form in the Plants shall not be allowed to dry out before or while being planted Keep exposed roots mdse by square feet, fertilize thereafter every 30 days err a that clods will not break idly Water shall be applied if necessary to provide means of wet sawdust.peat moss, or burlap at all times during planting operatiorn. Do not expose i During finish grading and soil preparation. ideal moisture content for tilling and for planting herein specified roots to the air except while being placed in the ground. Wilted plants.whether in place or not, will not C, Diww2n4PcstC=oL For control of shhgs and snails• apply pelletized tricalciurn arsenate be accepted and shall be replaced at the Contractor's expense. 5%by weight as per manufactnrer's recommendations two(2}weeks after installation For ' 2 Plants.after delivery to site prior to planting C. Preliminary Grading: Prelitninary grodding shall be done in such a mormer as to antici control of cutworms and other soil insects, apply Metro brand soildnn as per marnhfactueh's pate the finish grading Excess soil shall be remdwed or retic tnibuited before appiicatian 18 WATERING BASINSA Constroct a finny compacted mound of soil around each tree and plant to forma recommendations two(2)weeks after installation This pmdtict contains Dieldrin, Condone. ' 3 When vines,shrubs.and tees are spotted for planting but planting holes are of fertilizer and mulch Where soil is to be replaced by plants and mulch, allowance shall and Phosphorothioate ' not excavated be made so that when firosh grading has begun, there shall be no deficiency m the watering basin at the edge of and following the shape of the planting pit area. Mounds for tees and for viers from 5-gallon or larger containers,shall be at last 4' specified depth of mulched planting beth Exterminate gophers and moles and repair damage. ' 4. Specimen trees at source,before delivery. high. Mounds for all otter tees,vines,a plants not otherwise specified shall beat least 2'high. Excavated earth,if capable of retaining water,may be used. Any D. $tz>fnq All shrubs and trees shall be pinch primed as necessary to encourage new growth 5. Lawn areas settlement within the basirn after watering,shall be refilled to the riegtyired grade with ]mor to planting.8 D. Weeding: Before and toiling preliminary and finish gracing,all weeds and grasses and to eliminate rank sucker growth. Old flowers,dead foliage and limbs aha)] be removed shall be dugout b the mob and di. d of off the site(except those weeds and saes prepared soil, and additional nitrogen-stabilized sawdust worked into the surface as No major n shall be dome without the approval of the Landscape Architect. 8 Y sl'd'Re epi required to restore the mulched condition jn R Pl'ro lx 6 Ranting areas prior to planting not of the pertnnnial type,less than 2-I/2 high and not bearing seeds, which maybe turned under). Oats more than 2-1/2'high and not--bearing seeds may be turned under. E Weed*, All planting areas inchrting lawn,ground cover. and shrub areas,shall be kept 7. All landscape construction items,prior to the start of the calendar day Perennial weeds and grosses to be removed include,but are not limited to, the following B. At the end of dye 180 day maintenance period all watering basins in lawn areas shall be weed-free at al]tines Weeds shall be dug out by the roots and oisposed of off the site maintenance penod(final observation) leveled to finish grade and the area shall be sodded with the specified sod. i Nut Grass Puncture Vine Dallas Glass Mustard Ptnat Upon completion of the 180 day maintenance period the Contractor shall fertilize per B,2 8 At completion of calendar day maintenance period (final maintenance St.Augustine Grass Alfalfa Johnson Grass Wire Weed 20 WATERING and C, 2 of tins section. i observation) Morni erg Glory A immediately after plantinp,water shall be applied to each tree by means of a bose. The water shall be applied 6n a moderate strum in the planting holes until the material 28 GUARANTEE AND REPLACEMFNTS: 9 Inspection reports shall be made for each observation by the Landscape E All planting areas shall be scarified to a depth of 12 inches below grade with the spacing about the roots is completely saturated from the bottom of the hole to the top of the A All shrubs and grand cover shall be guaranteed by the Contractor as to growth and health Architect and one copy shall be submitted to the City and the Contractor. of the ripper teeth no greater than 12 mcbes on center prior to placing condktioners and ground. fora period of 180 days after com rAttior of the specified maintenance period,and/or final 6 CERTIFICATION: fertilizers. All rock and debris more than 2"in diameter shall be removed from the site, acceptance by the Landscape Architect All trees up to 20"box size shall be guaranteed by A. Prior to job acceptance,written cettificetione auto))lx submitted to the B Plants which cannot be watered efficiently with the existing water system shall be the Contractor to live and grow in an acceptable upright position for a period of one(1) ' Phorscape acceptance, for the following F Trenches' If sprinkler system is installed after grading and fertilizing is completed,the watered by means of a hose. year after completion of die specified maintenance period, and/or final acceptance by Lsnr' upper portion of the backfill shall be refilled and fertilized to the depth specified for the the City. Trees,in 20'boxes or larger.and all field grown sperimern shall be guaranteed 1 Quantity and quality d commercial fertilizer and organic fertilizer. area requireto conform form to the specons.ificatiC. Apply water insufficient qtt nodes,and as often as seasonal eondlitiona rn egtri ,to by the Contractor to live and grow m ositr an acceptable upright pm for a period d one keep the ground wet at all times, well below the root system of grass and planting year after completion of the specified maintenance period, and/or final acceptance 2 Quantity and quality of all soil amendrnents called for by plans and 11.SOIL CONDITIONERS Care is to be taken in watenng slopes so as not to cause erosion damage by the City specifications A. In All Planting Areas the following application shall be made per 1,000 square feet of area and shall be thoroughly cul tivated m two directions into the top 6"of soil,and the area D. Following the planting of ground cover plants furnished in flats,each plant shall be B. All planta that show signs of furling growth at any time during the life of the Contract, 7 MATERTATS: watered down: immediately and thoroughly watered by mans of a hose with a slow-running scram of including the maintenance period or thaw plants to injured or damaged as to render them A Plant materials irnrticattd on the drawings and herein specified, shall conform to water unsuntable for the purpose intended,shall be unmedately replaced in kind and size at the ' the following B Prepared soil mix for backfill in pits for treses,shrubs,and vines(other than azaleas,fears, expense of the Contractor. and palms)shall consist of 21. TREE STAKING ' 1.Nomenclature:Plant names indicated or listed in the 'list of Plant A. Tree Staking to be per detail. C The Contractor,within five(5)days of notification by the L andlscape Architect and City, ' Matenals"on the drawings,conform to "Standard Plant Names" Amotirticu uric yard: shall remove and replace all guaranteed plant materials which for any reason fail to meet the Horticulture F�tceept B. Trees,36"box size or larger,shall be immediately guyed after planting. Guy all trees requirements of die guarantee Replacement shall be made with plant materials as established by the Ammcan Joint Committee On for niche covered therein the established custom of the tuery x 60%by volume an site sal per detail indicated or specified for the original planting,and all such replacement materials shall be followed 40%by volume organic amendment guaranteed as specified for the original guaranteed materials. i h lb. fertilizer 12-12-12 per cu yd. 1 Protect baric of tree by covering wire with green 1/2" diameter new rubber hose 2.Condition plants shall be symmetrical,typical for variety and species. 2 lbs. Iron sulfate per cul, yd.of mix 29. CLEAN UP: sound.healthy,vigorous,free from plant disease,insect pests, or their Based upon Soils Report 2.Guys to be anchoned with'Duck Bill"type anchors or approved equal. Upon oompletion of the wort in this section,Contractor shall remove all rubbish,trash and eggs, and shall have healthy, normal root systems, well filling their Planting pits shall be excavated twice the diameterarnd twice the depth of the motb>oll. debris resulting from the operations;remove 6sused equipment and implements of service; Backfill shall then be added as specified 3 Guy wires shall be!12 go galvanized wire. Mark guys with 3'-0"long 112'ddia leave entire area involved in a neat and acceptable condition such as to meet approval of containers,but not to the point of being root bound. Rants shall not be pturwd prior to delivery, except as authorized by the Landscape white PVC pipe, Landscape Architect and City. ' C. Prepared soil mix for backfill in pita for azaleas,ferns and palms shah)be: m i Architect.or his rtpentative In no case shalt trues be opened before delivery 30. HYDROSFEDING(GROUND COVER AND TURF). 4 Guy lies are to be tightened to firm tension 13 Cortroc•k nursery sanf28 d 113 Canadian Pat Mess 22. ESPAI,IiF.R1NG OFVINF,S M2tenalAFpLeatr C 3. Dimension be height and spread df all plant material shall be measured a Mixing shall be perfdxrned in a tank with a btilt-in continuous agitation and recirculation ' with branches in their normal tion and shall be as indicated on the 113 Loarrite or Forest Hums All trellises and stakes are to b e removed from plants,and the plants shall be fastened and 1 system of sufficient operating capacity to product a homogeneous slurry of fiber seed. dinwi The caliper of all tees shall be meastured 4'0" above the Based upon soils Report trained against fences a walla as directed by the Landscape Architect. >� lx fertilizer and water in the designated proportions and a discharge system which will ' surface of the and Where coli or other dimensions of plant D. The prepared soil shall be uniformly blended in an area adjacent to the planting work and ground I'a any P � material an omitted from the 'Plant Legend,'it sacproportionedbe understood that shall be accurately proportioned using a suitable measuring container. Unused excavated 23. CERTIFICATES apply the slurry to the area to be treated at a continuous and uniform rate these lent materials shall be normal stack for listed soil shall be removed from site Protect the mix from water until it has been placed in In addition to any other certificates specified, the Contractor shall furnish a certificate with P type b. Loading and mixing With agitation system operating at part speed,water shall be backfill around plants each delivery of bulk material.stating the source,quantity. any type of material and that the 12 FINIRH GRADING ma conforms to the specification requirements. For bulk delivered organic fertilizer, added to the tank and a good circulation shall be established Materials stub)be added to 4. Inspection All plant materials must have been previously inspected at the the tank in such a manner that they are uniformly Mended into the mixture m the ' nursery by the Orange Cowry Horticultural Department, and shall be When preliminary grading including weeding and fertilizing,has been completed the certificate shall also state the volume,net Might,percent of nitrogen,percent of and the soil has deed sufficient to be reads) worked, all lawn and antis areas phosphoric acid. For each fertilizer and soil conditioner,in containers,a similar certificate following sequence subject to the inspection and approval of the Iaririscape Architect and y Y planting ' Ci before planning; shall be graded to the elevation+urddicated our the d r2wings Grades not otherwise orinvoice shall be furnished stating total quantities by weight and volume for each material ry P g indicated shall be uniform levels or slopes between points where elevations are These certificates stall be submitted to the Landscape Architect and Owner prior to the start 4,100 gal/acre (1,500 gal tank-3 tanks/acre) veer Minor adj ustmrnts of finish des shall be made at the direction of the of the maintenance riot 1.500 lbs/acts Con-wed fiber 5. Plant list s indicated on drawings I< ! 1001bs/acre h3cology Control M Binder Landscape Architect. and City if required 24. PROTECTION. 300 lbs./acre 12-12-12 commercial fertilizer 6. Sizes of Plants Shall be as stated an the plan Container stack(1-gallon, 30D lbs/acre Urea Formaldehvde 5 gallon,and 15-gallon) stall have been grown in containers for at last Finish grade shall be a smooth,even and uniform plane without abrupt change of The Contractor shall carefully and contimin usly protect all areas included in the contract, 8 g ECro 100 its/acre soil sulfur one (1)year,but not over two(2)yarn surface Soil areas adiacent to buulddings to allow a natural run-off of water,and including plant materials,fences,supports, etc...until final acceptance of the work by the surface drainage shall be directed as indicated on the drawings by remodrling Landscape Architect and City. 31. WEED ABATEMENT PROGRAM surfaces to facilitate the natural "run off' of water Low spots and pockets shall be Upon completion one inch(1")below grade of adjacent pavement o f any kind. Grading shall be done d the irrigation system and after all existing weeds have been removed from when soil is at optimum moisture content for wonting the planting areas, the following weed prevention shall be used- Apply fertilizer rnxtume by spray per acre as follows: 13 MiTHOD OF PLANTING AND WORK PROCEDURE A. No planting shall be dome until all operations in co qurnction with the installation i 300 lbs 12-12-12 commercial fertilizerof the spnnkler system have been completed,final grades have been established, the planting areas have been property graded and prepared as herein specified, 300 lbs.urea formaldehyde 1,000 lbs agricultural gypsum DESCRIPTION OF REVISION CRY and the work approved by the Landscape Architect. DATE APPROVEO ! B The relative position of all trees and plank is subject to approval by the Apply pre-emergent herbicide as recommended b y a licensed pest control advisor to be Larwi". pe Architect and Owner and they shall,if necessary,be relocated as edmi;ntiMe with the seeded plant varieties. CITY OF RANCHO C U CA M O N G A directed as part of the Contract Apply mucitis per the following time schedule: p�j C. All plants shall be removed from their container and set so that, when settled, P P O M E N A D F Al T E R H A VISI A ' they bear the same relation to the required grade that they bore to the norm) Fertilize!Water 21 days grade before being transplanted Each plant shall be planted in the center of the Wait 2 days R C I�E ATF R AVENUE ' pit and backfilled unless odrerwise specified, with the prepared soil No soil in Spray tete pre-emergent per Pest Control muddy condition shall be used for backfilling No filling will be permitted Advisor recommendations 7-10 days h c ' around trunks or stems. All broken or fraved roots shall be o cut off. Fcrnlize I Water 14 days MODIFIED TYPEB TRAIL property Y Spray Weed Mixmne 7 days Fertilize/Water 14 days D. The Landscape Architect and/or Owner shall inspect the placing aryl planting of Spray Weed all plant materials. Grub/ ean ll arm SPECIFICATIONS to for days 1 seeding plant 23 days max. APPROVED BY / DATE:ta_ 1_P40_ E in the event that underprounhd constnrtiom work or obstrns uctioare encountered in the TOTAL. 100 days max �`r>nSe�F CITY ENGINEER R.C.E. NO. 24953 ' planting operation, alternate locations for plant material will be selected by they M i Landscape Arctntcet and Owneroperation will be done at no extra cost to the � �, C' DESIGN RECOMMENDED OwnerLAND CONCERN, CTD. � S-L$W t: iJC NO. 129A 1750 E&WDo-e v Ave-itte i I DRAWN Ssntr Ann. CA 97705 SHEF 1 i i (714)2W-4 FeV 14) 747-24M 4 O F 4 A CHECKED RCE DRAWINGGNO C r CALtFO DATE FILE NO. ✓S L m PROJECT SHEET NCI*,JF q 7 H A E_ -1 l 'i L P , CAP [ I L- -pit LAND _ Fj FJH J- R.O.W. BETWEEN ROCHESTER AND MAIN ENTRANCE INTO PROMENADE AND MEDIAN ISLAND (FROM STA. 81 . 00 TO 70+00) SOUTHFRN CALIFORNIA TERRA VISTA PROJECT MANAGER • BOB MCCLENDON NO. 1158 N. MOUNTAIN AVEJP.O.BOX 670 L�� C P I�>>�I� Ii ThI� CDI TRICT 4 & 3F3 UPLAND, CA. 91755 (909)8B5P0971 VICINITY MAP NERAL N TE _S sHE E I=X These rates shall be used in conjunction with the plans and any discrepancies shall be brought to the attention of the Landscape Architect and City DESCRIPTION ON DESCRIPTION h1 Engineer An Encroachment Permit shall be obtained from the City Engineer prior tD commencing any work X Il jLE SHEET PROJECT SITE • --�- � 1QIV�TR�/�T�lY�l�4N Qlv All work shall be performed according to contend City Standards and the Standard Specifications for Public Works Construction2 CONSTRUCTION PLA__N This work shall be installed by a licensed contractor who shall carry workman's compensation, public liability, and property damage insurance as _ CONSTRUCTION PLANTING DETAIL o required bylaw. 3 & G S BASE LINE ROAD 4 IRRIGATION PLAN Check for existing utility locations, prior to excavation of work. Notify Dig Alert at 1-800-422-4133. A permit to excavate may be required Exercise - -- — caution in excavation and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations 5 IRRIGATION LEGENDS AND NOTES or neglect _ _ ___-- FOOTHILL BLVD. 6 IRRIGATION DETAILS At the conclusion of rough grading, an agronomic soils report shall be Ilurnished by the owner, to the City Inspector, and all such recommendations from this report shall supersede soils amendement recommendations shown on the plans IRRIGATION SPwECIFiCA TIONS �i Upon completion of installation, an establishment period shall commence, and upon written verification from the Inspector that establishment is 8 PLANTING PLAN Q accomplished, an adequate maintenance period(typically 180 days) shall commence. Said maintenance shall conclude only after verification of 9 PLANTING PLAN u� LLQ leaf-out, fall color, flower color, overall plant health, and with Council acceptance of the improvements Maintenance shall include mowing, weeding, e W irrigation, pruning, raising tree root balls which settle below grade, fertilizing and applying such sprays as are necessary for proper care and up-keep. 10 SPCCI FI CA T/ N _ = a Maintenance also includes all repairs, replacement, cleaning and adjusting necessary to keep the irrigation system in good working order with proper Ycoverage, required prior to final acceptance of the work by the City. 2n 11 REVIGET MEP[M - CONST.] IRRIC3., f l ANTiK& _J cc SAN BERNARDINO FWY(10) Application of any chemicals shall be by State licnsed personnel. All pesticide applications require P.C.A. recommendation. Cal sense equipment shalt be installed under the direction of Cal sense representative, phone number(714)458-0129 and approved by City I I I ( Inspector. One controller chart shall be provided for each controller. Controller chart shall be the maximum size the controller door will allow and shall show the area covered by the automatic controller. The chart is to be a reduced drawing of the actural as-built system. However, in the event the N.T.S. controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced The chart shall be a blackline print, and a different color shall be used to show the area of coverage of each station. When completed and approved by the Public Works Inspector, the chart shall be hermetically sealed between two pieces of plastic, each peice being a minimum of 20 mils. thick. The chart shall be mounted using Velcro or approved equal type of tape These charts must be completed and in place prior to final acceptance of work by the City. Concrete mowstrips shall be provided between all shrub/ground cover areas and turf areas, as shown on plans. Mowstrips shall also be provided beneath metal fencing and where city maintained areas are adjacent to privately maintained areas as shown on plans MAINTENANCER E S P O N S I B I L I T Y MAP Approval of the final sidewalk layout shall be made in the field and adjusted as necessary to meet field conditions as approved by the Public Works N S UI.TA N.TS Inspector and project Planner prior to final construction ' GENERAL NOTES Street trees shall be installed per the following criteriaLANDSCAPE ARCHITECTS: CIVIL ENGINEER: ELECTRICAL ENGINEER: ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL BE COMPLETED INg�., All street trees are to be planed in accordance with City Standards. ACCORDANCE WITH THE STATE OF CALIFORNIA, DEPARTMENT OF All street trees shall be staked and planted a000rghng to City Standards as proximity to hardscape dictates. LAND CONCERN, LTD. MADOLE & ASSOC. OMB ELECTRICAL ENGINEERS, INC 1760 E. DEERE AVE. 10601 CHURCH ST., S-107 23412 MOULTON PARKWAY, STE. 230 TRANSPORTATION, STANDARD SPECIFICATIONS DATED JULY, 1992. SANTA ANA CA. 92705 • Backfill mixture of all street trees shall be per the recommendations of an agronomic soils report fumished to the City inspector. , RANCHO CUCAMONGA, CA. 91730 J.-AGUNA HILLS, CA. 92653 SHOULD A CONFLICT ARISE BETWEEN THE CONTRACT PLANS, SPECIFICATIONS (714) 260-4822 (909) 948-1311 CONTACT: CHARLES CATHEY AND/OR DETAILS PREPARED BY THE PERMITEE, THE STATE'S STANDARD �D�,„,�`� No street tree shall be planted where the center o1 the trunk is closer than three feet(3')to the face of curb, uniess otherwise noted CONTACT: JILL SWEENEY CONTACT: MARK BERTONt SPECIFICATIONS SHALL GOVERN AS DETERMINED BY THE STATE'S REPRESENTATIVE. i �� All street trees are subject to inspection and acceptance by the City Engineer IRRIGATION: STRUCTURAL ENGINEER: ARCHITECTS: XERISCAPE ASSESSMENT 4N SHEET # 3 , SITE l LAND CONCERN, LTD. W.E. MOSCICKI & FEOLA, CARLI & ARCHULETA 1760 E. DEERE AVE. ASSOCIATES ARCHITECTS SANTA ANA, CA. 92705 517 EAST WILSON, SUITE 105 116 E. BROADWAY (714) 260-4822 GLENDALE, CA. 91206 GLENDALE, CA. 91205 CONTACT: STEVE HOHL CONTACT: WALTER MOSCICKI CONTACT: JORGE ANIBARRO t AVV 5 4AVEST -nWES FE4Z cuP 97-02 9EE SNT 9 •F 10 NTS . CA 40V 2 R�Y15�p MEDIAN CONf'(6u TIo pBR Dlt O�- � _._. _ --- --—--_ ---- � O 4 r;8 SNTS 2,4,6,� AMD IJ�W Sft�6T ll FM Rf=Ut;S J6N 6� SITE LOCATION LOCATION MAP jT- V � 4$ AYARt n _ - -- LANDSCAPE UANTiTIES - �4 *a mom DEPIM I 0 O TOTAL ACRES IN MEDIAN •14�.l ACRES �� DESCRIPTION OF REVISION DATE APPCITY ROVED MAJCfP1 TOTAL SQ. FT. MAINTAINED AREAS IN MEDIAN 4� '";°"VA" a s'= TOTAL TREES IN FOOTHILL PARKWAY R.O.W. & ACTIVITY CENTER EASEMENT. 3s U CITY OF RANCHO CUCAMONGA -- - -- � IA INDICA MUSKOGEE ., � r �: � LAGERSTROEM PROMENADE Al TERRA VISTA R H US LANCEA I STREET TREES 4 TOTAL TREES IN MEDIAN -, . MIA NDI ANE R EAST' T NUc�P ACTIVITY EN TE IANS( R AND FOOTHILL BOULEVARD MED COVER SHEET rLAGr�R�5TTF-oDMIA (NDIC- MUSK0eeeLA TING AREA IN MEDIAN TO 25 - . . p _ - �,�'� R S APPROVED BY DATE: �o -_�� `�'6 j H ,. ......., a r [ e0 c 1.ANTA NA II CpI,1FI=TTI � ,�� r = .. 9 M CITY ENGINEER R.C.E. NO. 24953 � _ ��_ 341 sq F � . fir, i _ ,� _ o .�}, �1-r �r ne on�i !t►A T�'1P i G�/� '11p�ti--,t��l � r m n "` w�FR� �� DA Q 041 , , ! = l' �i DESIGN RECOMMENDED WOTWI 9OU!YARD .., �. i .f F�'° �. �(S - ) '2� LAND CONCERN 1 TOTA �?. ARUSCAPE 6 , ,s � to• 3 ,Oz -� 1760Eortac�+eAvenue - ACTIVITY CENTER SPECIAL PAVING @ qrF ^ _ .^ate ,�`t _ DRAWN s r4a►Ma,CAR2705 s�+Et AWNCORNERS. � - s� .��. �� r�u�..�F��>«;' ��, N.T.S. NN _ X _ CA _ MEDIAN SPECIAL PAVING © ' cmectloN5 q C CAt-1CHECKED RCE No DRAWING NOS, 0-N L'f DATE FILE No 2 - PROJECT SHEE1 NOPOF �{ � K 3 23'-0" PROPOSED SIGNAGE LOCATION SEE ENGINEERING STREET IMPROVEMENT �— ' " PLANS FOR MEANDERING WALK LAYOUT AND ---- - - --F --------------------------------- --- ------------------- AI 18" ,�� -------------------------------------------------- ----------STORM DRAIN EASEMENT -----_--- 4'-0"R pW R.O.W. ALIGN M B.C. -�--- I ----------------------------- -- ------ - - ----- ------------- ■ -8 - ------------------- - -- --- -- --- - --- -- - ------------------------ -- ---------------- ------ ---- _ _ _R.O.W. 4 — – - - ® - - i j ■ c0.i l - — 1 — ■ cn ■ 0; FOOTHILL BOULEVARD ■ Z W ■ Qi_ ■ cWn ■ cn ■ REFER TO FOOTHILL BLVD. ENGINEERING mm W ■ STREET IMPROVEMENT PLANS FOR HANDICAP . m Z ■ RAMP SPECIFICATIONS. . co ■ ■ r- Hm ■ 0 81+00 - - G : - 82+00 - - 83+00 84+00 85+00 ----------- 86+00 ■ UTILITY LEGEND SEE ROCHESTER STREET IMPROVEMENT GENERAL NOTES CONSTRUCTION LEGEND MEDIAN ISLAND N.I.C.-BY OTHERS. PLANS FOR THIS AREA IN = 0 m 0 = ■■ ■ ■■ ■ STREET LIGHT LOCATION W/ A/C1 -V- 11 `Z-Q" CONCRETE FLATWORK WITHIN THE STATE RIGHT OF WAY SHALL BE ATTACHED SIGNAGE COLD JOINT ASPHALTIC CONCRETE I TYP. FURNISHED AND INSTALLED IN ACCORDANCE WITH THE C.J.• J —L PROVISIONS OF SECTION 73 CONCRETE CURBS AND SIDEWALKS CL CENTER LINE ' I O OF THE CALTRANS STANDARD SPECIFICATIONS. CL. CLEARANCE 3 SIGNAL LIGHT W/STREET LIGHT. CONC. CONCRETE CONT. CONTINUOUS 1 -i DIA. DIAMETER I ti LLJ EA. EACH LA3 FIR CONSTRUCTION NOTES � c n d � PAVING NOTE STREET LIGHT. E.J. EXPANSION JOINT I w J EQ. EQUAL ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL AND COUNTY CODES. 1❑ MINIMUM 3 12"THICK NATURAL COLORED CONCRETE WITH Z-0' WIDE BANDS. FTG T. EXISTING ALL ANGLES TO BE 90*OR 45°UNLESS OTHERWISE NOTED. i TOOLED SCORELINES ARE TO BE AS PLAN SHOWS BANDS TO RECEIVE LIGHT ACK FIRE HYDRANT LOCATION, TYP. J1W BROOM FINISH WITH BROOM STROKES PERPENDICULAR TO EDGE. FIELD IS TO GALV. GALVANIZED ALL EXPANSION JOINTS ARE TO BE COLD JOINTS AND FILLED WITH I r RECEIVE ALIGHT SANDBLAST FINISH. REFER TO SPECIFICATIONS SHEET# 10. H.B. HEADER BOARD MATERIAL 40 SHORE OR GREATER RATING. COLOR TO MATCH PAVING. Q MINIMUM 3 12"THICK NATURAL COLORED CONCRETE WITH 12' VIDE BANDS. M MAX. MAXIMUM IRRIGATION METER LOCATION. M.B. MACHINE BOLT ALL 8AWCUTSCORELINE3 TO BE 1A"WIDE AND 1R•IN DEPTH I -� PATTERN IS TO BE A 6 x V DIAGONIAL SAW CUT PATTERN WITH A MEDIUM BROOM w FINISH. BANDING IS TO RECEIVE A LIGHT BROOM FINISH. BROOM STROKES TO MIN. MINUMIM CONTRACTOR TO VERIFY WITH LANDSCAPE ARCHITECT AND CITY ALL RUN PERPENDICULAR TO EDGE OF CONCRETE. SAW CUTS TO BE 118" WIDE x 12" NAT. NATURAL MATERIALS,COLOR, AND FINISHES PRIOR TO POUR I J b IN DEPTH. REFER TO SPECIFICATIONS SHEET 110 SIGN LOCATION N.I.C. NOT IN CONTRACTI Lj N.T.S. NOT TO SCALE ALL BOX TREES SHALL BE PLANTED PRIOR TO ANY HARDSC APE WHERE N O.C. ON CENTER CONFLICTS BETWEEN TREE BOX SIZE AND PLANTING AREA OCCUR ALL TREES K b ® HANDHOLE P.A. PLANTING AREA SHALL BE SPOTTED AND ALL FIELD ADJUSTMENTS MADE BY THE CITY inui P PROPERTY LINE INSPECTOR 3 W I • E.J. lb r J • PEDESTRIAN SCALE LIGHTING RAD. RADIUS ALL IRRIGATON SLEEVES SHALL BE INSTALLED PRIOR TO HARM APE. REFER Q I U TO IRRIGATION PLANS. d 4'-0" y low R.S. RESAWN w I 7 Ij R. RISER ALL SCORE LINES,SAWCUTS, AND EXPANSION JOINTS TO OCCUR AS SHOWN I TYP. R.O.S. ROUGH SAWN ON PLANS. <( r J 5 •WEAKENED PLANE JOINTS,TYP. RWD. REDWOOD illi- ci M ui SHT. SHEET ALL TOOLED SCORE LINES TO BE 1R'DEEP x SA*WIDE 91 b •SHADED AREA DENOTES BANDING S.L. SCORE LINE CONTR ACTOR TO CONTACT LANDSCAPE ARCHITECT AND CITY INSPECTOR TO 1 so. SQUARE REVIEW HARDSCAPE FORMING PRIOR TO POUR ALLOW 40 HOURS LEAD TIME 01 r J S4S SURFACED FOUR SIDES Uj �I PA rtv STD STANDARD CONTRACTOR SHALL NOT MAKE FIELD CITY AND LANDSCAPE ANY UNAUTHORIZED CHANGES ALL BE T.F. TOP OF FOOTING U O 5 T.W. TOP OF WALL CORRECTED TO CONFORM TO THE PLANS AT NO ADDITIONAL COST TO THE W PA m ■ T. TREAD OWNER D i E.J. r J J J J ::: -� J TYP. TYPICAL CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS. CONTRACTOR SHALL I (U b Q N N N W N W.1. WROUGHT IRON INFORM CITY AND LANDSCAPE ARCHITECT IF ANY FIELD MODIFICATIONS ARE I � W S.L. J W.W.M. WOVEN WIRE MESH NECESSARY. W ■ vi V) ■ PA U W ■ Z ■ TYPICAL ENHANCED SHADED AREA TO BE CONSTRUCTED FROM THE J ■ PAVING LAYOUT PHASE I LANDSCAPE PLANS. BID V ■ 0 DASHED LINE DENOTES ACTIVITYE.J. J b CENTER EASEMENT ko ■ C (L TYp TYP.wiilt ,TYP. '- L REVISED MI%DIItN C12NNOOR�FriON PER PK-00-(8 STORM-DRAIN_EASEMENT 4 a} 4 ---- - - �' H - - ---� :: w 5 SeE I*W SMT• II P'll"F� NVIPn ON aY tWTONt . y ---- - --- - ------ -------- - ---- - - ------ - ------- - - - -- - ------ ---- - J * ---- --- 1_ ALIGN L--��--- --- --- — —� --- -- � a---- — --- ---------- — — —�' 24" _- 4 _ VL/BCR- U �- TYP ALIGN SCORELINE J OF RAMP wd� •-- - � W� �� X' ' � TO CORNER W W W W E w ' b I d i I F i E.J. � — -+_ _— t Q. Uj w - * � z m >ol TYP — — IYP SIGHT LINE _ _ 15'-0" vi I o JI Q Q 11'-6!' 11 -6" 11 -6" MOW CURB (TYP.) J C.L. FOOTHILL 3 BOULEVARD TYP 15 °" W z m 15-0" 15'-0" '- wI 23'-0" 23'-0" 11'-6" 11'-6" 11'-6" 11'-6" 11'-6" 11'-6" ZI TYP. - TYP. 30'_0„ TYP. z�I z QI I DESCRIPTION OF REVISION DATE CRY (7 CIL TYP. C.L. = I UJ �I I C.L. C.L 3'- 23'-0" 23'-0" ' Qi C.L. TYP. C.L. or 01 C.L. C.L. L 6; CITY OF RANCHO CUCAMONGA > _ t I . W1" PROMENADE AT TERRA VISTA ■ 3 �' °m ■ STREET TREES Q ■ ACTIVITY CENTER AND L ■ FOOTHILL BOULEVARD MEDIANS W ■ 87+00 88+00 89+00 90+00 CONSTRUCTION PLAN J ■ PROJECT LOCATION �A - App APPROVED BY DATE C TY ENG NEER ' R.0 E. NO.24 3- _ ■ M. �9 U ■ +' 't DESIGN RECOMMENDED F-- ■ MEDIAN ISLAND N.LC.-BY OTHERS. 0A J.S. LAND CONCERN, LTD. Q p `:4 �u b i. `_� ";'.; / LIC. NO. 1283 1750 Esst Deme Avenue-- ■ DRAWN Senta Ane, CA 92705 SHEET t E a` DATE (714}250-4822 Fasrx(714 752-2469 J.S. �� 2 ALE T 1 CHECKEDR D AWING NO. � =T cLAN RC h5� L - DATE FILE NO. PROJECT SHEET N039"OF j 7 GENERAL NOTES CONCRETE FLATWORK WITHIN THE STATE RIGHT OF WAY SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 73 CONCRETE CURBS AND SIDEWALKS OF THE CALTRANS STANDARD SPECIFICATIONS — SEE ENGINEERING STREET IMPROVEMENT f PLANS FOR MEANDERING WALK LAYOUT AND UTILITY LEGEND >w SPECIFICATIONS. STREET LIGHT LOCATION W/ ATTACHED SIGNAGE. STORM DRAIN EASEMENT SIGNAL LIGHT W/STREET LIGHT. jI i STREET LIGHT. _ R.O.W. R.O.W. "C41 i j FIRE HYDRANT LOCATION, TYP 1 I 0 M IRRIGATION METER LOCATION LTJ SIGN LOCATION Lij FOOTHILL POULFV R D ....... LIJ ® HANDHOL E uj Cl Z N d74+00 75+00 J U 70+00 71+00 72+00 73+00 _ TYP 45 _ 0 .A ■ TYPICAL CTI J PAVING DETAIL F 3 3 3 SEE ENGINEERING STREET IMPROVEMENT Q SEE Shr• I Fp� RI;V(�i�D 3'-0• PLANS FOR MEANDERING WALK LAYOUT AND SPECIFICATIONS. RIZ GKIM AND PLANTIN& P®r4 .101(y-cr r A � PROPOSED SIGNAGE LOCATION 4'-0"R R.O.W. STORM DRAIN EASEMENT O ALIGN W/B C_R. w R.O.W. LLJ ® N \ U) LLJ ■ ,O, 1 -� Z ■ ■ W■ ■ tt 1 U >■ 0: REFER TO FOOTHILL BLVD H BOULEVARDZ1 ENGINEERING STREET Q FOOTHILL F y!N�a DETAIL 0Zi I Q■ � C71 IMPROVEMENT PLANS FOR :51 HANDICAP RAMP Lu■ <� SPECIFICATIONS LL) CL ■ 106'-0" L1J Z� _"J■ ~ 76+00 77+00 ~ 78+00 79+00 0+00 81+00 P. 459 ` ..� R�I(ISI✓D MCDIPtN CONPIG(1F�ATIWI PER DR°O'(!5 II VERIFY 6 MINIMUM PLANTING EDGE Q CONSTRUCTION LEGEND IN THE FIELD R —._ — - SEB Nt;W SttT. ►1 PVR UJ?%I&t4 6Y 6NUIRot�IS AC ASPHALT IC CON CR E T E C.J. COLD JOINT CL CENTER LINE CL. CLEARANCE PROJECT LOCATION► TYPICAL E CONC. CONCR FTE SECT ION 3 CONT. CONTINUOUS DIA. DIAMETER CONSTRUCTION NOTES \� - r _ __ M M _ __ - ::. :L D.G. DOUGLAS FIR � = a . EA. EACH ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL AND COUNTY CODES. M \ Q I F ti _ f, ' c E.J. EXPANSION JOINT EQ EQUAL R � x � � ALL ANGLES TO BE 90.OR 4Q•UNLESS OTHE WISE NOTED. .' EXIST. EXISTING = -- - -. s3- •__ i FTG FOOTING ALL EXPANSION JOINTS ARE TO BE COLD JOINTS AND FILLED WITH I rneTMu t MATERIAL 4D SHORE OR GREATER RATING. COLOR TO MATCH PAVING. GALV. GALVANI7ED H.B HEADER BOARD ALL SAWCUT SCOREUNES TO BE lie"WIDE AND 1R'IN DEPTH M.B. MACHINE BOLT DESCRIPTION OF REVISION DATE CITU oonjign MAX MAXIMUM CONTRACTOR TO VERIFY WITH LANDSCAPE ARCHITECT ANDCITY ALL MIN MINUMIM MATERIALS,COLOR, AND FINT15NEc PRIOR TO POUR NAT NATURAL CITY OF RANCHO CUCAMONGA NIC. NOT IN CONTRACT ALL BOX TREES SHALL BE PLANTED PRIOR TO ANY HARDSCAPE WHERE CONFLICTS BETWEEN TREE BOX 517E AND PLANTING AREA OCCUR ALL TREES NT S NOT TO SCALE SHALL BE SPOTTED AND ALL FIELD AnJUSTVFNTS MADE BY THE CITY 0 ON CENTER INSPECTORPROMENADE AT TERRA VISTA PA PLANTING AREA P PROPERTY LINE ALL IRRIGATON SLEEVES SHALT SFINSTALLPRIOR TD HARDSCApE REFER STR F ET TR E F S, RAD RADIUS TO IRRIGATION PLANS R S RESAWN ALL SCORE ONES. SAWCUTS, AND EXPANSION JOINTS TO OCCUR AS SFK)WfN2 N1� / ACTIVITY CFNTFR AND SER R.OS RIOUGHSAWN ON PLANS �. t- . FOOTHILL BOULEVARD M 'DIANS PAVING N C}TE RWD REDWOOD ALL TOOLED SCORE LINES,,,BE 1/I DEEP x WIDE IO•�I D2 T CONSTRUCT ION PLAN MINIMUM 3 1R'THICK NATURAL COLORED CONCRETE WITH 7 0' WIDE BANDS. 8HT SHEET CONTRACTOR TO CONTACT LANDSCAPE ARCHTECT AND CITY INSPECTOR TD 4 _ Q� \ - — SL SCORE LINE �P 1 RENEW HARCK! APE FORMING PRIOR TO POUR ALLOW 4N:HOURS LEAD TIME OC �F� � APPROVED BY DATE: i S ARE T A PLAN SHOWS BANDS TO RECEIVE LIGHT BROOM FINISH SCOREL. NE. E OBE S � CAI. WITH BROOM STROKES PERPENDICULAR TO EDGE FIEL D IS TO RECEIVE A LIGHT so SQUARE 845 SURFACED FOUR SIDES CONTRACTOR SHALL NOT MAKE FIELD CHANGES UNLESS AUTHOR17ED BY CITY ENGINEER R.C.E. NO. ! � 5 — SANDBLAST FINISH REFER TO SPECIFICATIONS SHEFT 1 10 CITY AND LANDSCAPE ARCHTECT. ANY UNAUTHOR17FD CHANGES SHALL BF STD STANDARD DESIGN RECOMMENDED CORP•ECTED TO CONFORM TO THE PLANS AT NO ADDITIONAL COST TO THE nQ– ^^�n MINIMUM 3 112-THICK NATURAL COLORED CONCRETE WITH 12" WIDE BANDS T F TOP OF FOOTING OWNER (�[J I INNS PATTERN IS TO BE A 5'x V DIAGONIAL SAW CUT PATTERN WITH A MEDIUM BROOM T.W. TOP OF WALL J S LAND CONCERN, LTD. G ,.t 4G D N L�( nso EvNsf o.ere avr•tu. FINISH BANDING IS TO RECEIVE AUGHT BROOM FINISH BROOM STROKES TO T. TREAD CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS CONTRACTOR SHALL - DRAWN Sor is M., CA 9M5 SHEET RUN PERPENDICULAR TO EDGE OF CONCRETE SAW CUTS TO BE 1/6" WIDE x 112" TYP. TYPICAL INFORM CITY AND LANDSCAPE ARCHITECT IF ANY FIELD MODIFICATIONS ARE (714)250-W;17 Foxj714) 752-7I0 IN DEPTH. REFER TO SPECIFICATIONS SHEET 1 10 W I WROUGHT IRON NECESSARY. J.S. __ 2 W W M. WOVEN WIRE MESH CHECKED RCE NO DRAWING NO. SCALE I WOE DATE — FILE NO. -- /_555 -L PROJECI SHE E i N039OF q7 CONCRETE CURB ¢ *I OP OF STAKES BELOW HEAD OF TREE WHERE O SPECIES GROWTH HABIT PERMITS ONE HALF OF SPACING REQUIREMENT HERRINGBONE PATTERN-ORION COLOR FINISH GRADE m t- �' `T u. y -*LIMIT OF PLANTER AREA *rteigxT� 2" DIA. LODGE POLE PINE STAKE WITH GREEN BURST#2 z r:` _ TOP OF ROOT13ALL TO EXTEND 2" TOP OF BASIN 3"ABOVE a J uity�� =T =dry PRESERVATIVE. DRIVE A MINIMUM OF 6 INTO 1 DEEP SANDBASE a w t;,,•,, ABOVE FINISH GRADE FINISHED GRADE � UNDISTURBED SOIL AND POSITION STAKES OUTSIDE T \ 4"CONCRETE BASE O p � d MULCH O ROOTBALL �. r FINISH GRADE „ ~ w v3 m T NOTE: SLOPE FINISH GRADE 2%TO C.L. OF TOP OF ROOTBALL 1 ABOVE a z Z w cr w - • MAIN TRUNK 11 t' ' TAT FINISH GRADE p ] p *� _ " - . . „ MEDIAN (BOTH SIDES OF MEDIAN) w CrO Q 2 SETS OF CINCH TIES SPACED 24 APART, ATTACH T > - -� r TIGHTLY COMPACTED 3 BERM TO / \ 1. ALL SHRUBS AND GROUND COVER TO BE U WC� 0 WITH GALVINIZED SCREWS TO V LODGE POLES n a ? FORM DEPRESSED WATERING BASIN. PLANTED AT EQUAL SPACING (TRIANGULAR) ORIGINAL SOIL TO BE REMOVED g w Z ; ;ti" ,� d _ - ~ 0 12" f *"ARBOR GUARD" IN TURF AREAS AND FRONT YARDS ' `�' �I�` UNLESS OTHERWISE INDICATED ON PLANS: „ TO ALLOW 4 MULCH F- x w - - 4" SHREDDED MULCH-SEE m z w a = MAX. -*TOP OF ROOTBALL TO EXTEND 2"ABOVE FINISH GRADE. 4" WOOD CHIP MULCH. \ SEE LEGEND FOR SPACING REQUIREMENTS. 0 DETAIL"G" THIS SHEET. J p O NATIVE BACKFILL WITH NO ROCKS GREATER THAN 3" .� 2. WHERE PLANTED ADJACENT OT WALLS, rw c_p z p co � DIA. .�.ti.•. .'..;.ti•'. WALKS, CURBS OR SIMILAR LIMITATIONS, ALL 1% 1% a v�� � 0 TIGHTLY COMPACTED 3" BERM TO FORM RST_ �'•• \ / SHRUBS AND GROUND COVER SHALL BE --- 0 0 0 T WATERING BASIN FOR RESIDENTIAL AND Q PLANTED AT ONE - HALF THE DESIGNATED 2go �- � LL Q � . BALL i GROUNDCOVER INSTALLATIONS. LOCATE OUTSIDE PLANT PIT TO BE (2)TIMES THE WIDTH �% SPACING FROM SUCH LIMITS. SEE LEGEND --- NATIVE SOIL UNDISTURBED OF PLANT PIT. BERMS IN TURF AREAS TO BE OF THE ROOT BALL. FOR SPACING REQUIREMENTS. . .. .. .......... I I_� _ . .. ,. 11= I_ I I I =_ i -_:;_ I I ___- ':•': :,'.. '::' : '. ::: I:I I= !I.I,-- - - ---I i I�-- ,;1;. � ,�,h REMOVED PRIOR TO CITY ACCEPTANCE NATIVE BACKFILL WITH NO ROCKS 3. SPACING REQUIREMENTS SHALL GOVERN EQUAL ���'�'•' ' � ' ROOTBALL o-- BOTTOM OF BASIN = \ \ \ GREATER THAN 3 DIAMETER. ----- THE FINAL QUANTITIES OF PLANT MATERIALS. 3" BELOW FINISH N NOTES: PLANT QUANTITIES INDICATED ON THE LEGEND 24" DIAMETER GRADE. OF 1. REMOVE NURSERY STAKES UNDISTURBED NATIVE SOIL. ARE ESTIMATES ONLY. NATIVE SOIL ROOT BALL 2. STAKES TO BE PLUMB AND PARALLEL PAVERS BY PERMA CONCRETE E 3. STAKE TREE PERP. TO PREVAILING WIND NOTES: ' 12490 DAY STREET �EC_T[0W 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE RIVERSIDE CA., 92508 (FLAT AREA) (0,6OF ROOT BALL. DO NOT CRACK ROOT BALL. (909) 653-1187 S r PREVA)LING WINDS SHRUB AND GROUND COVER MEDIAN SECTION BASIN TYPE II CALTRANS DETAIL DOUBLE STAKED TREE 5 GAL. - 24" Box CONTAINER PLANTING SPACING + HARDSCAPING (CONCRETE HEADER, FINISH CRADE f ---- - - - +TOP OF STAKES BELOW HEAD OF TREE WHERE 4" SHREDDED MULCH HERRINGBONE PATTERN-ORION TOP TIE TO BE PLACED AS LOW AS - SPECIES GROWTH HABIT PERMITS / CURB AND GUTTER, SIDEWALK, ETC.) i? qz -��� v ROUNDED EDGE COLOR BURST#�2 ` 2" DIA. LODGE POLE PINE STAKE WITH GREEN POSSIBLE ON THE TRUNK TO ALLOW v4' ' `" y R PRESERVATIVE. DRIVE A MINIMUM OF 6" INTO 4"OF COMPACTED WC�00 DEEP SAND BASE 1" DEEP SAND BASE FOR WIND FLEXING OF THE TREE. BUT Z-1 UNDISTURBED SOIL AND POSITION STAKES OUTSIDE CHIP MULCH. PAVER 4"THICK CONCRETE BASE NOT SOLOW AS TO LOSE SUPPORT OR �'' ; y'A-, `` _ ,,-, ALLOW THE HEAD TO DROP. ROOTBALL 12« EXTENDED CONCRETE LIP w MAIN TRUNK - - FINISH GRADE l 4" SHREDDED MULCH XERISCAPE ASSESSMENT SYSTEM SUMMARY a 2 SETS OF CINCH TIES SPACE 4" AP T ATTACH ( `� '../\/\ '\'\'\'\'• FINISH GRADE D2 AR CH -- WITH GALVINIZED SCREWS TO 8' LODGE POLES \ \ \ . ` \ \ \ NATIVE SOIL POINTS REFERENCE - , ! ! / Z CV CLAIMED (Sheen/Ref.#) 12" "ARBOR GUARD" IN TURF AREAS AND FRONT YARDS +TOP OF ROOTBALL TO EXTEND 2 ABOVE FINISH GRADE. ('"40-1 „ LANDSCAPE(Point Value) MAX- L 4" CONCRETE 1.Water conserving planta.(20) 20 9-10 �+NATIVE BACKFILL WITH NO ROCKS GREATER THAN 3" OOMPACTED NATIVE SOIL BASE 6„ - DIA. #3 REBAR CONT. SEE PLAN 2.Turf limited to 25%(45%residential.)(20) 20 9-10 TIGHTLY COMPACTED 3" BERM TO FORM SHOVEL CUT EDGE NOTES: WATERING BASIN FOR RESIDENTIAL AND 3.Plants grouped by watering need.(10) 10 9-10 I ' GROUNDCOVER INSTALLATIONS. LOCATE OUTSIDE 1. PRIOR TO PURCHASE 1 PLACEMENT OF THE MULCH, THE CONTRACTOR - OF PLANT PIT. BERMS IN TURF AREAS TO BE 4.Hardscape(non-irrigated)surfaces.(10) 10 9-10 = SHALL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. x. , L REMOVED PRIOR TO CITY ACCEPTANCE ' r ' 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND _ - _) NATIVE SOIL UNDISTURBED BLEND INTO EDGES AT GROUND COVER AREAS. - 5.Permeable paving.(5) � ;k �a, � _. N NOTES: 6.Low-water turf verities.(5) _ WIDTH__. OF 1. REMOVE NURSERY STAKES 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. _ 7.Mulch provided in non-ground cover 5 2. STAKES TO BE PLUMB AND PARALLEL ' SEE ENLARGEMENT pr gr er areas O 9 1 BALL 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY THIS SHEET E 3. STAKE TREE PERP. TO PREVAILING WIND _- i ; 8.Soil amendments.(5) 5 9-10 PLANT. - Total Points Claimi 68 PREVAILING WINDS =_ (Minimtm�Points Require& 60) DOUBLE STAKED TREE 15 GAL: - 24" BOX MULCH INSTALLATION PAVER INSTALLATION IRRIGATION(Point Value) R Poi 1.Low gallonage irrigation system.(20) 20 4 _-0 FINISH GRADE OR FINISH SURFACE M. PRIVATE MAINTENANCE AREAS F 2.Automatic controller.(20) 20 4 TURF AREA 1" RADIUS ON EDGES TYPICAL 1/4 RADIUS-BOTH EDGES 3.Designed to water plants by watering needs.(10) 10 4 O. 1283 CONCRETE BAND. SEE PAVING NOTE CONCRETE MOW STRIP W/ �A3 r 4.Soli moisture sensors.(10) 5 4 FOR COLOR,TEXTURE AND FINISH. EXPANSION JOINTS 0 20' ` �M\ O.C. & SCORELINES CSD 10'0-C.. ��=S=MqX DATE / 5.Rain sensors.(5) 5 4 CONCRETE PAVING. SEE PAVING GROUND COVER ♦- ---�- ` ,� �P 6.wind sensors.(5) NOTES FOR COLOR AND FINISH. ''+""" � + 3/8" WIDE x 1/2" DEEP TOOLED TURF AND GROUND o _ COVER 2/ : ::; : :: :: : : ; SS - o MIN. 7.Sensitive to slope factors.(5) 4T - SCORELINE WHERE OCCURS. REFER - -- T CONSTRUCTION FOR = ppi O CON UC PLAN R I!� ......... .. ..:..:.:.:.:.:.:::::.. 8.Reclaimed or recycled water.(5) LOCATION. SCORELINE TO BE A J..... WEAKENED PLAIN JOINT. - Total Points Claimed: 60 I J -i - _ :-- . #3 REBAR CONTINUOUS a °- : :?::;::::: (Minirman Points Required 60) \ #4 REBAR CONTNNOUS AT 24"O.C. COMPACTED SOIL PUBLIC RIGHT-OF-WAY AND IN BOTH DIRECTIONS. MAINTENANCE AREAS REVIS�D MEDIetN CoNF1&VPAcTT0NS P� PK-00-18 909°COMPACTED SUB-GRADE =- - �� rfEW `YM (f i WpCS ( gY1VIR5. /•��•0� NOTES: ALLOWABLE GRADES ............... .:......... .... ... ...... -EXPANSION JOINTS TO BE 3/4" WIDE 6, _,. CONTRACTOR TO VERIFY ALL STEEL REINFORCEMENT, SUB-GRADE AND CONCRETE THICK NESS WITH SOIL ENGINEER -CONCRETE TO BE 520-C-2500 MIN. NOTE FOR SOIL AMENDMENTS XERISCAPE ASSESSMENT R BIDDING E T TO BE USED FO B DDIN PURPOSES ONLY. VERIFY WITH T AGRONOMIC SUITABILITY FERTILITY OIL PORT THE NO UITAB /FE ITY S S RE SYSTEM SUMMARY CONC. PAVING W/BAND MOW CURB FURNISHED BY THE CONTRACTOR. - S1ORMDRAIN/ UNDERGROUND UTILITIES .- SOIL AMENDMENTS 5' MIN. B.C.R. _ - - - ----- DESCRIPTION OF REVISION Cfry DATE APPROVED 2 SIDEWALK FOR TURF AND GROUND COVER PLANTING, THE FOLLOWING AMENDMENTS NOTES: J SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO P H CONFORM T APPROVED UTILITY 5 *1 TREES ACING SHALL C ORM O PLANS ROVE I • • • ' I I L. A MINIMUM 6 DEPTH BY MEANS OF ROTOTILLER OF EQUAL: P LE HE I ENG CITY OF RANCHO CUCAMQNGA Q CURB& GUTTER MIN A PLANT TABLETSCHEDULE METER � ti 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE OF AMT./1000 SQUARE FEET PROMENADE AT TERRA VISTA I * 10' V SIGHT CRITERIA AS APPROVED BY TRAFFIC ENGINEER. MIN 5� \ \ w GRO POWER PLANTING TABLETS FOR CONTAINER GROWN PLANTS 6 CU YDS. NITROGEN STABILIZED ORGANIC MIN � 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL AMENDMENT DERIVED FROM REDWOOD, STREET TREES, UNDERGROUND STRUCTURE-eg INTERSECTIONS PLACE 1st PARKWAY TREE AT A MIN. OF FIR OR CEDAR SAWDUST ACTIVITY CENTER A N D 1 GALLON CONTAINER RECEIVES...................................................... ..........2-3 TABLETS 15 LBS. 12-12-12 COMMERCIAL FERTILIZER ' CATCH BASIN, TRANSFORMER, VAULT 25 FROM BCR OR ECR. •••.•••••••••••••••••• 3GALLONCONTAINERRECEIVES......................................................................................3-6 TABLETS FOOTHILL BOULEVARD MEDIANS - - - - - IP 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF 5 GALLON CONTAINER RECEIVES......................................................................................6-9 TABLETS �� w THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF CONTAINER-GROWN CONSTRUCTION & PLANTING DETAILS SIDEWALK � C�� Z ALL UNDERGROUND FACILITIES. IN ADDITION MAINTAIN 7 GALLON CONTAINER RECEIVES............................................................. 8-10 TABLETS �'`� = 10' FROM CENTER OF TREE TO ALL UTILITY OWNED 10 GALLON CONTAINER RECEIVES................................................................................10-12 TABLETS TREES AND SHRUBS SHOULD BE PREPARED AS FOLLOWS: DRIVE v 15 GALLON CONTAINER RECEIVES................................................................................12-15 TABLETS APPROVED BY DATE' ' F.H. • (APPROACH • 3 L. i ' ° `9` ° I WATER AND SEWER LATERAL LINES. � • � r1 I - - �%��`� a 20-24" BOX RECEIVES.......................................................................................................14-16 TABLETS 6 PARTS BY VOLUME ONSITE SOIL CITY ENGINEER R.C.E. NO. 24953 CURES & GUTTER 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. 30" BOX RECEIVES.............................................................................................................16-18 TABLETS 4 PARTS BY VOLUME NITROGEN STABILIZED 5' 10' MIN_ 10' - \ I 36" BOX RECEIVES.............................................................................................................18-20 TABLETS ORGANIC AMMENDMENT DESIGN (� RECOMMENDED n �I► - - -- 42 BOX RECEIVES............................................................................................... .20-22 TABLETS 1 LB. 12-12-12 PER CU. YD. OF MIXLAND MIN. MIN. MIN. 6. STREET TREES ARE SUBJECT TO INSPECTION AND """"""' �J•S CONCERN, LTD. -- -* ACCEPTANCE BY THE ENGINEERING DIVISION. 48" BOX RECEIVES.............................................................................................................22-24 TABLETS 2 LBS. IRON SULFATE PER CU. YD. OF MIX - 1750 EsW Deere Avenue -- "- 60" BOX RECEIVES ............................................................................................................32-36 TABLETS DRAWN Santa Ana CA 82705 sHFFT 7. STREET TREES SHALL BE PLANTED AND STAKED LARGER SIZES FOR EACH 1 r2" CALIPER USE................................................................3-4 TABLETS THE ABOVE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE (714)250-4822 FW14) 752-2449 ACCORDING TO THE CITY STANDARD PLANS. FOR BACKFILL PURPOSES. J.S. _ 3 LAB WORK PERFORMED BY SOIL AND PLANT LABORATORY, INC.SANTA ANA CHECKED DRAWING NO. OFFICE (714)SW-8333 LAB#98125 ON 3127/6'7 FOR LEWIS HOMES, TERRA VISTA RCE NO. TREE PLACEMENT DATE RLE NO. - -� PROJECT SHEET NO*OF Y7 IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY SHALL BE FURNISHED NOTE TO CONTRACTOR PROJECT LOCATION• -- - AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS 20-5 IRRIGATION ALL REMOTE CONTROL VALVES AND SYSTEMS OF THE CAL-TRANS STANDARD SPECIFICATIONS QUICK COUPLERS AND GATE VALVE SHALL BE LOCATED IN SHRUB AREAS ONLY THERE SHALL BE NO VALVE INSTALL ABS PIPE SLEEVES FOR PRESSURE MAINLINE PIPING AND LATERAL LINE PIPING BOXES IN TURF AREAS. LOCATED UNDER HARDSCAPE IN LIEU OF PVC SCH. 40 WITHIN STATE RIGHT OF WAY. = = ` ' ar> +t M s >. E D > ALL ELECTRIC CONTROL VALVES, AUTOMATIC SPRINKLER CONTROLLER, PRESSURE MAINLINE j PIPING AND BACKFLOW PREVENTER SHALL BE INSTALLED OUTSIDE THE STATE -� � E;k � RIGHT OF WAY. TYPICAL -__-_— _ ro ` 6 - __ - - - - - - - - -_ - == r- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - STORM DRAIN E H E 3� ,r lop Cm 101 R.O.W. 1 J 1 M m w W CD CITY OF RANCHO CUCCONTROAMONGA MAINTAINED OLSON DRIP EMITTER SCHEDULE L L L F VARD � Z *SALCO HYSFG 150 g � I � w MESH WYE STRAINER Q U v U CONTROLI.ER TO BE A CALSENSE ET1 CONTROLLER ENCLOSED INA 1-43AL SHRUB 1 EMITTER OUTLET PER SHRUBAND 40 PSI PRESSURE STRONGBOX SB-24SS/120 VAC STAINL ESS STEEL METERED ENCLOSURE WI REGULATOR TH CABINET CONTROLLER SHALL BE CAPABLE OF FLOW SENSING AND 6 SHRUBS PER EMITTER GAUGE Q CENTRAL COMMUNICATION CAP 6 REMAINING PORTS FOR FUTURE PIPE SLV 74+00 , E 1-1R" 5-GAI SHRUB 2 EMITTER OUTLETS PER SHRUB MODEL. NO: ET1-12-0TR2-ANTI 73+00 - ��� 4 SHRUBS PER EMITTER - 3/4' ' ` P L y 314 CAP 4 REMAINING PORTS FOR FUTURE ` S - _ SEF POINT OF CONNECTION NOTE FOR ADDITIONAL EQUIPMENT TO BE G� 3/4 3� ' "`• 'meq" UT IL 17FD BY CONTROLLER - _ 5 AND 15 GAL SHRUB 4 EMITTER OUTLETS PER TREE 1 TREE PER EMITTER ■ © Cj�• S�T II �R "VI '17r,> IRRI6RTIoN 117 VAC POWER TO BE CONNECTED BY THE CONTRACTOR. LOCATION OF CONTROLLER TO BE LOCATED AS SHOWN ON PLANS AND APPROVED CAP 8 REMAINING PORTS FOR FUTURE H 1.1 PER PLAN BY AN AUTHORIZED REPRESENTATIVE OF THE CITY 1„ 2 2 BUILD OUT *TREE LOCATION,TYP. RNO PLANTINC, PLAN = 24 BOX TREE 6 EMITTER OUTLETS PER TREE REFER TO LEGEND FOR - r 1 TREE PER EMITTER DRIP IRRIGATION EQUIPMENT r ALL IRRIGATION HEADS NEAR CONTROLLER AS IT IS INSTALLED SHALL BE CAP 6 REMAINING PORTS FOR FUTURE INSTALL(1)2 GPH OUTLETS MOVED AND THROTTLED DOWN TO ELIMINATE SPRAY ONTO THE PER SHRUB- 32 OUTLETS TOTAL r CONTROL ER ENCLOSURESIX SHRUBS PER ONE OLSON 1708 36"BOX TREE 10 EMITTER OUTLETS PER TREE MULTI-OUTLET EMITTER r 1 TREE PER EMITTER � CAP 2 REMAINING PORTS FOR FUTURE LEAVE SIX OUTLETS PLUGGED FORFUTURE USE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - -- - - - - - - - - - - - - - - -- - -- - - - - - -- - - - - - - - - - - - - - - - - R.O.W. �` STORM DRAIN EASEMENT — -- — — a R.Q.W. t I ® r w 1 rZ ■ INSTALL(1)2 GPH OUTLETS ■r - ` w PER SHRUB- 31 OUTLETS TOTAL H•4 1.0 PER PLAN = _ ■ INSTALL (6)2 GPH OUTLETS PER 24' SIX SHRUBS PER ONE OLSON 17011 1 2 1 CID BUILD OUT ■ BOX TREE 90 OUTLETS TOTAL Fi-3 3 0 PER PLAN MULTI-OUTLET EMITTER p U O an �- ■ ONE EE LE VE MULTI-EMITTER PER 1� 6 0 (� BUIL( OUT LEAVE SIX OUTLETS PLUGGED FOR a ROULFVARD Q ■ TREE LEAVE 6 OUTLETS PLUGGED FUTURE USE ■ FOR SUTURE FOO HILL r w ■ SALCO HYSFG 150 SALCO HYSFG 150 4 r w MESH WYE STRAINER MESH WYE STRAINER U) AND 40 PSI PRESSURE AND 40 PSI PRESSURE P W ■ A2- REGULATOR WITH REGULATOR WITH 31 02 ` - ■ Z GAUGE GAUGE 7 pF JA�`�QQ�► ■ , 4 e77+00 78+00 79+00 80+00 U �1"A _ 3/4" - 3I4 3!4' - 81+00 COR�GT(ONC, ON1T ORA 1 -- -- - 3,� J 3/4. IPI'RIGATION LEGEND _ REVIS MCPIAN CONFIGURATIONS PER pR-o0-I8 • ■ IRRIGATION PRESSURE CALCULATION TABLE Lml IRRIGATION WATER METER-SFE POINT OF CONNFCTION NOTE 2 Il l':E III S�E'T' II FOP, ftODE'll 61r 15NuIKaNS I-/(r O/ 07� INSTALL(2)2 1 OUTLETS NIBCO T-113 BRASS GATE VALVE IN A GREEN CARSON 9108 ROUND VALVE BOX PER SHRUB - 212 OUTLETS TOTAL _H'2 7.1 PER PLAN Water Meer No. 6 FEBCO 825 R.P. BACKFLOW WITH FE®C`.O 650 LINE SUE WYE STRAINER FOUR SHRUBS PER OLSON 1708 1,. 10 6 (9 BUILD-OUT Size 10 O MULTI-EMITTER Elevation of Meter 1210.7 ENCLOSED IN A STRONGBOX 8F38C-45AL ENCLOSURE LFAVE 4 OUTLETS PER MULTI Hydraulic Gradient 1399' Average Tank Fill Hefght Q CLA-VAL 136-1" ACSKC24 VOLT DIB NORMALLY CLOSED MASTER VAL VE EMITTER PLUGGED FOR FUTURE USE Static Pro, Mpret 81.7 PSI Source of Information John -Cucsmongn Water Dletrict / FLOW SENSOR -SEE POC NOTE FOR MANUFACTURER AND SIZE Phone Number ('900)987-2591 ,? RAINBIRD PEB AUTOMATIC CONTROL VAL VE -SEE PLAN FOR S17E Date of Information Dec 18, 1995 G RAINHIRD 33LRC OUICK COUPLER IN A CARSON 910B GREEN BOX POINT OF CONNECTION Bmil for Calculation Longil Mainline Run at Flour NOTE TO CONTRACTOR � SALCO HYSFG 190 MESH WYE STRAIN1711/40 PSI PRESSURE REGULATOR WITH GAUGE MAINTAINED BY CITY OF RANCHO Remote Control Valve H•2 CUCAMONGA CONTRACTOR SHALL SCHEDULE A WALK-THROUGH OF THE Size 1" O TREE EMITTER BOX LOCATION - REFER TO CITY TREE DRIP DETAILS, SHEETS INSTALL A 1" WATER METER WNERF SHOWN ON PLAN IRRIGATION SYSTEM FOR CONFIRMATION BY THE IRRIGATION Demand 11 GPM BUILD-OUT FLUSH VALVE -SCH 80 PVC BALL VALVE WITH T GARDEN HOSE IN A VALVE BOX CONTRACTOR TO TIE INTO WATER METER AND VERIFY DESIGNER AND THE CITY A MIN 48 HOURS LEAD TIME THE Elevation of Highest hemd 1208' NOT8HOWN OLSON 1708 12 PORT MULTI-OUTLET EMITTER -SEE PLAN FOR OUANTITY PER VALVE THAT STATIC PRESSURE IS 81 PSI PRIOR TO FOLLOWING ITEMS TO BE SCHEDULE FOR CONFIRMATION: Pree�l"ire at R.C.V. 55 PSI DESCRIPTION OF REVISION CITY WI CONTROLLER H SHALL BE A CALBENSE ET1-12-DTR2 WANT-1 IN A STRONGBOXAP DATE PROVED CONSTRUCT ON RUN MAINLINE TO 1" FEBCO 825 R P QTY. SQE ITEM PSI LOSS H BACKFLOW/650 80 MESH WYE STRAINER PER LEGEND MAINLINE INSTALLATION S1B-24SS/117VAC PER CITY DETAIL TYPE B INSTALL IN A STRONGBOX SBBC-45AL BACKFLOW COMPLETION OF INSTALLATION OF HEADS FOR COVERAGE TEST ENCLOSURE INSTALL A 1" CLA-VAL 136 ACSKC 24 VOLT, MOISTURE AND FLOW SENSOR !NSTALLATION 1 1" Water Meter 1.8 D/B NORMALLY CLOSED MASTER VALVE AND A CALSENSE 1 1" Backfbw Preventor 11.0 APPROVED CLASS 315 PVC MAINLINE FOR SQEB 2" AND LARGER- BURY 24" FM 1 008 BRASS FLOW SENSOR TEE PER 5 2" Gate Valves 0.05 ...�...�- -...�.�•a.. .-� APPROVED SCH. 40 PVC MAINLINE FOR 917F 1-1/T AND SMALLER - 3URIF D 1B" LA - F PROM E NAC`�E. ATTERRA VISI A MANUFACTURER'S RECOMMENDATIONS 1 1-1r2 Master Valve 3.20 /pt1 M. Sq�'fq REFER TO SHEETS 5 TO 7 FOR t 1-1r2 Flew sensor 3.90 APPROVED SCH. 40 PVC LATERAL LINE - BURIED 17 ACTIVITY CENT`R A N D 210 11r2Mainline 2.92 CONTRACTOR TO LOCATE R P BACKFLOW WHERE SHOWN SCH. 4o PVC PIPE Ar�D WIRE BLEEVEB -817E PER PLAN -SEE NOTE BELOW FOOTHILL BO U LEVA F D M D IA N S LEGENDS, NOTES, AND DETAILS - - Mainline _ - -- -- — — - -- = N ON THE PLANS AND SHALL SLEEVE ALL PIPES UNDER 1 1-114" Automatic Control Valve 5.0 NOTE: ALL VALVE BOXES TO BE CARSON 1419-138 OR 910.3B GREEN AND LOCKABLE t VEHICULAR PAVING WITH CORRUGATED STEEL SLEEVES Lateral Una Loss � BOXES FOR USE WITH DOME4TIC WATER. INSTALL ABS PIPE SLEEVES FC`R 1" °x' All WIRES FROM FLOW SENSOR TO THE CONTROLLER REFER TO SHEET 6 FOR Lateral Line Loss 0.08IRRIGATION PLAN TO PRESSURE MAINLINE PIPING AND LATERAL LINE PIPING LOCATED UNDER BE ;l�14AWG AND SHALL BE SLEEVED INA 1" 3/4 Lateral Line Loss 0.18 DIA PVC CITY NOTES AND DETAILS 1l2" Lateral Line Loss 0.22 HARDSCAPE IN LIEU OF PVC SCH. 40 WITHIN STATE RIGHT OF WAY. �___� \ CONDU IT _ cA��F APPROVED E3Y DATE. �a-�(c'p� WATER METER STATISTICS Fittings Loss (10%) 2.84 PER CALTRANS DETAIL, LOCATED ON SHT.6 Elevation Change -.e7 CITY ENGINEER R.C.E. NO. -249-53-- Elevation VICE UNE/METER S17E --- HYDRAULIC GRADE LINE FT 1399 Total Sysfem Logs 27.49DESIGN RECOMMFNDED DENOTES VALVE STATION NUMBER ELEVATION OF METER FT 1210' Pre€s+Ire Required to operate head S0.00 _ S.H. LAND CONCERN, LTD. �`t` G-2 G f� STATIC WATER PRESSURE PSI 81.7 PSI DENOTES VALVE DEMAND IN GPM - 1750 Eno Doom Avenuo MAXIMUM FLOW- CONTROLLER H 11 GPM Total Pressure Required 58.00 DENOTES VALVE S17E DRAWN Serroe Ma, CA 97M5 1 FLUSH MODE FOR DRIP SYSTEM Lovse€+t 8tstic Pretitire Avaltable 81 PSI S H (714)250-4<MFa4714) 752-24M 4 1� MINIMUM PRESSURE REQUIREMENT 69 PSI Pre-set Regulpted Prcw=zire: 73 pgl - - - - — - ./ RESIDUAL PRESSURE PSI /% 12 PSI /20% Reviduecl Pre!R^ure at prevet presilloare 15 PSI CHFCKED RCE NO DRAWING NO SCALE 1'x;20' DATE — - FILE NO. - / - - PROJECI SHE El NCgJOF Y7 CITY OF RANCHO CUCAMONGA IRRIGATION NOTES GENERAL IRRIGATION NOTES IRRIGATION LEGEND 1. All MAIN LINE AND LATERAL LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CCWD, IS REQUIRED AT ALL POINTS OF CONNECTION. THE CONTRACTOR AND LATERAL LINE SLEEVES SHALL BE A MINIMUM OF TWICE (2X)THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE m IRRIGATION WATER METER-SEE POINT OF CONNECTION NOTE SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER. CONTACT THE CUCAMONGA SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. H NIBCO T-113 BRASS GATE VALVE INA GREEN CARSON 9108 ROUND VALVE BOX COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. 2. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE FEBCO 825 R.P. BACKFLOW WITH FEBCO 650 LINE SIZE WYE STRAINER TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A BACKFLOW PREVENTER DEVICE, FOLLOWED PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED ENCLOSED IN A STRONGBOX SBBC-45AL ENCLOSURE BY A PRESSURE REGULATOR OR PUMP (IF REQUIRED), FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER VALVE. ALL FROM THE SITE AT THE TIME OF SAID REJECTION. EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, MANUFACTURERS' CLA-VAL 136-1" ACSKC24 VOLT D/B NORMALLY CLOSED MASTER VALVE RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A 3. INSTALL ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE R.P. BACKFLOW DEVICE AS PER LOCAL CODES. 1 / FLOW SENSOR-SEE POC NOTE FOR MANUFACTURER AND SIZE REPRESENTATIVE OF THE CITY. RAINBIRD PEB AUTOMATIC CONTROL VALVE-SEE PLAN FOR SQE 4. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND R.P. BACKFLOW PREVENTOR SHALL BE APPROVED BY LEWIS HOMES AND BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TOTHE STREET AND SCREENED WITH SHRUBS WHENEVER THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. G RAINBIRD 33LRC QUICK COUPLER IN A CARSON 9108 GREEN BOX POSSIBLE. m 8ALCO HYSFG 150 MESH WYE STRAINER/40 PSI PRESSURE REGULATOR WITH GAUGE 5. 117 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY THE LEWIS HOMES. THE IRRIGATION THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. ALL CONTROLLERS TO , TREE EMITTER BOX LOCATION -REFER TO CITY TREE DRIP DETAILS,SHEET 6 AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, BE GROUNDED WITH A 5/8" X 95' COPPER CLAD GROUND ROD. FLUSH VALVE-SCH 80 PVC BALL VALVE WITH V GARDEN HOSE N A VALVE BOX WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND EQUIPMENT, AND ARCHITECTURAL FEATURES. 6. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. NOT SHOWN OLSON 1708 MULTI-PORT EMITTER-SEE PLAN FOR QUANTITY PER VALVE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY CONTROLLER H SHALL BE A CALSENSE ETI-I2-DTR2 WITH ANT-1 IN A STRONGBOX WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. 7. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH H SB-24SSA17VAC PER CITY DETAIL TYPE B MINIMAL OVERSPRAY ONTO WALKS, STREETS,-WALLS, ETC. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT, AT NO COST TO THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND 8. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY APPROVED CLASS 315 PVC MAINLINE FOR SIZES 2" AND LARGER-BURY 24" FACILITIES. AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. ��■��������� APPROVED SCH. 40 PVC MAINLINE FOR SIZES 1-1/2" AND SMALLER-BURIED 18" CONTRACTOR SHALL FLUSH AND ADJUST THE IRRIGATION SYSTEM AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL 9. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BECOME FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATION OF APPROVED SCH. 40 PVC LATERAL LINE - BURIED 12" OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. DAMAGED BY THEIR WORK. WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF = - SCH. 40 PVC PIPE AND WIRE SLEEVES -SIZE PER PLAN -SEE NOTE BELOW PIPE SLEEVES THROUGH WALL, UNDER ROADWAYS AND PAVING, ETC. NOTE: ALL VALVE BOXES TO BE CARSON 1419-13B OR 910.38 GREEN AND LOCKABLE WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE BOXES FOR USE WITH DOMESTIC WATER. INSTALL ABS PIPE SLEEVES FOR SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER 10. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE AS SHOWN ON THE RESPECTIVE POINT OF SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO CONNECTION NOTES. CONTRACTOR SHALL VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCES PRESSURE MAINLINE PIPING AND LATERAL LINE PIPING LOCATED UNDER PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF HARDSCAPE IN LIEU OF PVC SCH.40 WITHIN STATE RIGHT OF WAY. CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE CITY. INSTALL ONE (1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOVE CONTROL VALVE PER CALTRANS DETAIL, LOCATED ON SHT.6 (RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR 11. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT IRRIGATION WIRING. UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE 174 DENOTES VALVE STATION NUMBER THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM OWNER'S AUTHORIZED REPRESENTATIVE AND THE CITY IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION DENOTES VALVE DEMAND IN GPM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. DENOTES VALVE SIZE PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. 12. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS AND CITY DIRECTION. AUTOMATIC CONTROLLER TO BE A CALSENSE ETI-I2-DTR 2 W/ANTENNA PORT INSTALLED WITHIN A STRONGBOX (SB) 24SS/120 VOLT CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT (EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER 13. THE IRRIGATION CONTRACTOR SHALL INSTALL VALOON 5000 SERIES ADV'S (ANTI DRAIN VALVES) ON ALL HEADS IN AREAS WHERE MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S FINISH GRADE EXCEEDS 4:1, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION HEAD OCCURS OR AS DIRECTED BY THE ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER 14. REFER TO THE IRRIGATION SPECIFICATIONS AND THE RULES AND REGULATIONS FOR DOMESTIC IRRIGATION SERVICE BY THE HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, COORDINATED CUCAMONGA COUNTY WATER DISTRICT FOR ADDITIONAL INFORMATION. AND PAID FOR BY THE DEVELOPER. Q CITY PLAN CHECK REVISIONS 5x23IN RuvlScD MBDIhN cotifrlFthticrN Pm pR—oo-(g SCC nrW Ste• 11 For, ReDeslc�,r &ir ENvl Kcfq s. 1-16.o/ DESCRIPTION OF REVISION CIT Y IDATE APPROVED CITY OF RANCHO CUCAMONGA PROMENADE AT TERRA VISTA ACTIVITY CENTER AND UC. NO. 1283 FOOTHILL BOULEVARD MEDIANS �✓ -2-9 D IRRIGATION NOTES & LEGENDS ��- APPROVED BY CALF CITY ENGINEER R.C.E. NO. 24953 DESIGN RECOMMENDED S.H. LAND CONCERN, LTD. � �6. 1)--7L 1750 East Deere Avenue DRAWN Sante Ana, CA 82705 SHEET S.H. (714)2504=FOX(714) 70-24M 5 1 CHECKED RCE� OR AW�NO� DATE FILE NO. /,5.s , PROJECT SHEET NOY20F y) STRONG SOX MODELNO SB-24 OCR WITH PEDESTAL TO SPRINKLER - ANGLE PIPE TO ND PED-24 DCA SPECIFIED DEPTH WITH 45' ELLS 4 SCM 40 PVC MALE ADAPTOR BACKFLOW S EMBPREVENTER LY t t ELECTRIC METER PER SCE ° y1 D F---T � SCM 80 PVC UNION � o Y N PLANT �� 3 "SNAP-TITS" WATERPROOF NIPPLE - TYPICAL �___J � BRASS OR PVC NIPPLE CONNECTORS OR EQUAL (4) PLACES � AT GRADE X4 LAWN ARMS NOTE: ELECTRIC CONTROL VALVE � LENCLOSUREOCK CODE. GROVNDR00�0 BE m s -WHITE Q ^___ -_` y� OVER .ETCHED "IRRIGATION ROUND PLASTIC VALVE GATE' �+ PLASTIC VALVE BOX BLUE 7 a CARSON OR EQUAL IID INSTALLED INSIDE ENCLOSURE. ON r = MARKED "IRRIGATION RCV' I -I N CONTROLLER SIDE Z - (CARSON OR EQUAL) NIPPLE S �+ ETCHED WITH CONTROLLER Qqr(MW WATERPROO t {.1 FINISH GRADE d 7 AND VALVE SEQUENCE RED CONNECTOR OR EOuAL ( 6" THICK X 12" WIDE 1^' I I E D Z ddv IN C�� BLACK ___ , CONCRETE PAD (LENGTH VARIES IIT I GRADE �� FOOTING INSTALL A MINIMUM or MIN. FINISH GRADE WITH$60WYMEESHRAINER b ) - FINISH3'-Ir X Y-6' X 6' CONCRETE r PIG TAIL EXPANSION PER SIZE/MANUFACTURER � < I~� MtRiGATTON CONTROLLER LOOP )MIN 24` LONGI _- 1 SLOPE TO DRAIN AT MINIMUM t I I I I T ABOVE GRADE AND SLOPE TOP MONEL SCREEN 2% I I I(=I IIF MIN. II I I TO DRAIN AT A MINIMUM D< 2X. - WATERPROOF All II-III ALL VALVE - T 1/2' E3a SMALLER WITH 1=III-T b 11� _ k�) •• b II=I II SIDEWALK PLASTEGUALIC VALVEITH LASTCCiNTREGRAE0 a` 1 UNION FINISH GRADE SLEEVE -III-III STAINLESS STEEL HANDLE I II WKiE CONNECTIONS �I�III� II-III- .• SE VALVE WEDGE YRAlI1RERNwITH _I Z I IJ LOCKING LID PLACE AT GRADE IN ''° ''0 REQUIRED FOR I (-II TIC s II-1_ _ _ _ _ g _ . . _ _ __ 1II-II 9 - =11 r I TURF AREAS AND 3' ABOVE IN PIPE THROUGH - III-II pOXY COATED b _I-I I El I EI I I I 1 10 IE i- I I CONCRETE PAD Tf-III-_ 11=I 2 � �I I I- COMMON WIRE/CONTROL MIR[S M it PLANT BED -I •• - - _•I =I 1 -T-III I II=I 3" 1v I k- !I I II I II I II I II II I II I II I I II I I I t I I I J SCH 40 PVC CONDUIT I I I- •j I - NIPPLE - TYPICAL VALVE t2 3- PIC TAIL EXPANSION PIG TAIL EXPANSION ac r �I �II III-I III-1 110 I I II-I ICOMMONI _ -I I I FROM WATER SOURCE I I I I- I�I ;•'s a '•'"°' 3- _ II LOOP (MIN. 24" LONG) LOOP IMN24' LONGI >"c WHITE (2) PLACES 120 VOLT WIRE IN RIGID STEEL 6 s I N- 11 1 SCH 40 PVC MALECONDUIT (PER LOCAL CODE) 90' SWEEP ELL 2 BRASS ANGLE =I I I I - ADAPTOR oN POWER SIDE (TVP.) „ T3 FLOW BLUE b 90R COMPACTIOI E VALVE W/UNION 2G owwES _ I ; I REQUIRED WASHED`d`.•o° i d•�T CRUSHED AGGREGATE ~ER6 se 04RED MASTER CONTROLBRASS ANGLE VALVE WITH UNION - SAME SIZE AS RCv NEAw oUTr wEAn+ER - RESISTANT VALVE I 'PVC WYE STRAINER WITH INTEGRAL BALL FLUSH VALVE AND.DOWN PHOTO ELECTRIC SWITCH FOR SECURITY III �J '! b �J,,e:P Eti IBLACK IF LINE TO SYSTEMS STREAM PRESSURE GAUGE. (ORIENT GAUGE SUCH THAT ITS READABLE) LIGHT CONTROL AS REOVIRED PER _ 'a I t FLO'N -I I I III I p,c a•pp I II I EI SALCO DYSFG - PIAN SIZED PLAINS ® ® Z I�I'_ - SCH 80 PVC NIPPLE FLOW METER CONCRETE THRUST BLOCK ELBOW -o DIAMETER SAME TYPICAL (4) PLACES LSI REMOTE CONTROL VALVE - RAIN BIRD SERIES - PUN SIZED r- CONTROL k COMMON WIRES SIZE AS FLOW PER CCwD STANDARDS 4 SCH. 80 CLOSE NIPPLE - SAME SIZE AS RCV I 1� s METER slit ICID PIPE AND RELATED FITTINGS SMALL BE PER �I�iII FIXED P.S.I. REGULATOR - LINE SIZED CALSENSE CONTROLLER MODEL NO. `--' SECURITY LIGMT t __.-__________--_ STANDARDS. b I I I -- I _ TNaER AS REpUIRED --- ----- -" ----" - - �- `- -- -- DIAMETER SAME >p2E CUCAMONGA COUNTY WATER DISTRICT I I I� . �•. SCH. 40 PVC S X S X T TEE PER PLANS _ _.--_-_- AS FLOW METER SIZE wr 4;a'-r. PRESSURE SUPPLY LINE REFER TO CONTROLLER r--� PER PUNS. CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO I � • - II SCH. 80 PVC NIPPLE - SAME SIZE AS RCV INSTALLATION STD 1 NOTES: CONSTRUCTION. -I I-_�-i- - �__. SCH 40 PVC FITTING I I{=1 i-III-I PLASTIC VALVE BOX AND LOCKING COVER ETCHED 'IRRIGATION FINISH BRASS NIPPLE 1. INSTALL PER LOCAL CODES. =1 I I-!I I I-I MN41ARl1M DISTANCE DOWNSTREAM OF 2. EQUIPMENT TO BE INSTALLED ATA MINIMUM OF 24" FROM ANY CONTROL VALV1- (CARSON OR EQUAL) MULTI - CONTROLLER UNINTERRUPTEDWMETE PIPE ESX DIAMETER AGGREGATE WASHED CRUSHED GRADE COMMUNICATION CONDUIT SCH 40 PVC SXSXT TEE OF FLOW METER SIZEI STRUCTURES OR HARDSCAPING. AGGREGATE BASE SOLENOID WIRES. PIC-TAIL EACH 36" LONG .Y SCH 40 CONDUIT 1 AS REOuIRED PER PRESSURE SUPPLY LINE 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING. ETC.) FOR SECURITY LIGHT MINMNVM DISTANCE UPSTREAM OF MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. NOTES: 3/4" WASHED CRASHED AGGREGATE WIRING MIN. I - PLAN SPECS NOTES: I I h .•. 1. INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR HARDSCAPING. UNINTERRUPTED PIPE 00X DIAMETER 4. ORIENT UNIT PARALLEL TO STREET. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NOTES: OF FLOW METER SIZE) 2. INSTALL CONTROL VALVES A MIN. OF 12' FROM STRUCTURES OR HARDSCAPING. 1. INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR MAROSCAPtNC. _ 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 3. INSTALL VALVES IN PUNT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. iI I=--- _ IIiII w 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. w 6. DU►LETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 4. PUKE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING 3. PUCE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. _ _ �L� 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. DISIMIVIR METALS S. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4. PUCE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. a ,; 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 2Q ONLY � NEW VALVES INSY'hLLEJ). • 7. VALVE PER STD. 518 REOUIREO BEFORE BACKFLOW PREvENTER 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. WHEN MAINLINE IS T OR LARGER. VALVE NUMBER. " CITY OF RANCHO CUCAMONGA, CALIFORNIA 0 CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA In APPROVED 1r, STANDARD KALA APPROVED .Y STANDARD PLAN -„PP,ro�� ,. ' CITY OF RANCHO CUCAMONGA CALIFORNIA REMOTE CONTROL VALVE SYSTEM CONTROLLER ENCLOSURE REMOTE CONTROL VALVE WITH STANDARD KALA ""'°"°�° 'r s'""°'�° """ "'°�°�`° " REDUCED PRESSURE FLOW METER INSTALLATION STANDARD PLAN :A►PR7V[° '` VALVE STANDAR° '`"" W T FOR DRIP IRRIGATION 521 - TYPE B 523 ,�,l,r SHUT-OFF VALVE & UNION 520 516 BACKFLOW PREVENTER - ' W CITY LACER [ ITC WITH STANDARD SKCYICATIONS roll PUSUC WORKS CONSTRUCTION CITY LACER TE USC MRN siANOARO snCKICATIOIf f011 ►IIKX MDIIKS coNSTRUCT101( T�•` 517 ��� 3� or smaller 518 a Rtt. 24953 fKCT IDT 1 ¢R.Ct 24953 S+EET 1 or 1 Q Rtt 24953 r, USE WITH STANDARD S►ECKKATIONS FOR ►tlKx: WORKS CONSTRUCTION Iu CITY ICER TE USE wiTN STANDARD SKCIFICATIONS NOR IUIIx: MDRKS CONSTRUCTION > f+ECT I 1 ¢R.CC 24953 SECT 1 Or 1 CITY )NEER lE USE WITH STANDARD SPCCMKlTIONS !oa ►ANL/C WORKS CONSTRUCTION SHEET I or 1 W CITY )+ECR TE VSE WITH STANDARD SPECIFK;ATIONS !OR ►UKK WORKS CONSTRUCTION SHEET I Or I a a.cc 2495) a R.Ct 24953 STAND ALONE CONTROLLER WITH ANTENNA © ANT I ANTENNA PORT gF7.rrER EPDXYFILLED LOCATED BIRD MULTI-OUTLET EMITTER OUTSIDE OF BOxRAIN BIRD 33 WI H U LINSTALLATION/LOCATION COAXIAL CABLE RUBBER CAP - SUPPLY ONE KEY PER CITY AND CALSENSE h:r;f' MARDSCAPING(SEE NOTE 4) PER 12 OCV'S INCLUDING HOSE t SWIVELS. STRUCTURE OR REPRESENTATIVE .Mi HARDSCAPING CAP Ok EOUNALENT FINISH GRADE " ' 1CALSENSE CONTROLLERMODEL NO PER PLANS RIBUTION TUBE 4" THICK WOOD CHIP j}11Ff r II . MULCH COVER lr. ,il _ - - - ;il : _ FINISH GRADE INSTALL IN -III- I-I =__ PLANTER BED ONLY 120 VOLT DUPLEX �� �' CALSENSE HARNESS I-I III I I-I I I-I I 1 e:N (-I I I I I-I I I-I I I 18 MAXIMUM OUTLET 1GFCII m -11_1-1 I I I-I I I " I_I III-III TERMINAL STRIP$ TO -III I I-III _ I 6z Z MATCH CONTROLLER I _ _ • ,•• ••• •• •• =I 1 I_ W= -11 I-I I I-1 I I III-III-I SIZE ATTACH IRRIGATION I IAA -- _ REMOTE PIGTAIL MFG CLEAN BACKFILL - SEE �N - CLEAN BACKFILL - SEE =III-III=II- 1 l=1 I III-I I I I-I I PER PLANS -III -III SPECS. FOR MATERIAL. SPECS. FOR MATERIAL. : SCM 40 BRASS NIPPLE 12" -III-LII `III- I_III=I FIELD WIRES I-I I I 90% COMPACTION REQUIRED N I-I I 1 9070 COMPACTION REQUIRED N -11 I I I- 0 -I 1 I 11- SCH 40 BRASS 9Cl ELL' 1 TUBING ~ s SCM 40 BRASS 90P STREET ELL STAKE OR I=I I PROVIDE Ir MIN. OF SAND i I-1 NON-PRESSURE LATERAL UNE: EQUIVALENT STAINLESS STEEL PUCE AT -III - BEDDING AND SHADDINC b -III I I1 TRENCH0 SNAKE PIPE IN 24" LONG SCREW CLAMP Il l l I 2 SCM 40 BRASS NIPPLE - MINIMUM A PLACES 2 ° OUTSIDE EDGE 3/4- WASHED _ � - GRAVEL OF ROOTBALI � -I �T_�, �+ SCHJ!0 PVC 90' STREET ELLENCLOSURE VOUNT _ -III I I=I I - (24" LONG) � ALt•�t'I ACCESS SLEEVE OR - I (=I III- SCH. 40/CL..U3115YSLNAKE4 REBAR STAKE il 1-II1 (I-III-I EQUIVALENT, SET UD 1' ABOVE CONTROL WIRE SLEEVE -EXISTINGGRADE NOTES. ) ( 11I I I 11 PIPE IN TRENCH I-I I Itff _ SIZE PER PLAN INSTALL =III=I I t 04STALL CONTROLLER PER MFG PRINTED INSTRUCTIONS AND PER LOCAL -III-I I I I ADJACENT TO PRESSURE CONTROL WIRES - BUNDLE I tr2" DIAMETER SCH. 80 NIPPLE - CODES LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR I-III =�I SUPPLY LINE I_I I I w _ I=I I AND TAPE AT 15' O.C. AND PRIOR TO CONSTRUCTION 7:11 _ _ INSTALL ADJACENT TO 8 MIN -III-I _ _ _ PRESSURE SUPPLY LINE -1 I I-I III i I III III I I I I PRESSURE SUPPLY LINE 2 CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN _ _ _ SEOUENCE OF REMOTE CONTROL VALVES I _-1 I I-I I I 1 -1 I _ SLEEVE - SIZE TWICE 1 -I I -1 1 -11 1-I I _ -III (-III DIAMETER OF PRESSURE I I-1 I I (-III PROVIDE 6" MIN, OF SAND 3 RUN ONE EXTRA WIRE [COLOR ORANGE) TO FARTHEST RCv ON EACH III I I SUPPLY LINE III-I TVP. BEDDING AND SHADDING BRANCH OF THE MARLINE FOR FUTURE USE PIGTAIL EACH ORANGE 6" TVP. SCH. 40 LATERAL WIRE AT THE ENCLOSURE a COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED N COLOR NONPRESSURE LATERAL DOUBLE STREET Ell (TVP.) LINE SLEEVE - SIZE TWICE PRESSURE SUPPLY S NO SPLICES SMALL BE MADE BETWEEN CONTROLLER AND REMOTE NOTES: DIAMETER OF NON-PRESSURE LINE FITTING CONTROL VALVES 1. ALL SLEEVES TO BE SCM 40 PVC. LATERAL LINE R NOTE: 6 ANT t ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 1. PIGTAIL AND LOOP CONTROL WIRE AT 9C CHANCES IN DIRECTION. PRESSURE SUPPLY LINE (DTR 21 AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18" MIN. DEPTH • SYSTEM PRIOR TO ACCEPTANCE d 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY 3• AND LARGER 24' MIN. DEPTH T ALL ELECTRICAL DEVICES SMALL BE GROUNDED PER LOCAL CODE STD. LA0. 120 (24' MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). APPROVED CITY OF RANCHO CUCAMONGA, CALIFORNIA STANDARD KALA ovE° CITY OF RANCHO CUCAMONGA, CALIFORNIA vAPPRD�EO CITY OF RANCHO CUCAMONGA, CALIFORNIA By STANDARD PLAN vAPPRDvED CITY OF RANCHO CUCAMONGA, CALIFORNIA By DARD PLAN oED CITY OF RANCHO CUCAMONGA, CALIFORNIA PLAN By CONTROLLER ASSEMBLY STANDARD KALA TYPICAL TRENCHING QUICK COUPLING VALVE WITH METAL EMITTER WITH ACCESS SLEEVE 530 TYPICAL SLEEVING W 532 STAKE - FOR NON-TURF AREAS 535 INSTALLATION - TYPE A 524 533 ; W CITY KCR rE USC MITA mmoARo sPCCY+CATIORS rott PUBLIC WORKS CONSTRUCTION CITr NEEa TE USC WFIN STANDARD SPCCIflCATIONS FOR PUKIC WORKS CONSTRUCTION u CIT• CR TE USE WTTM STANDARD SPECIFICATIONS FOR PUKIC WORKS CONSTRUCTION Iu CITY C ER TE 11SC DARN STANDARD lPEGIFICATIOIIf FOR PAIItIC WORKS CONSTRUCTION SHEET 1 Or 1 CITY E CR TC Alf[ MRN STANDARD fPECIFICATIONS FOR PWLIC WORKS CONSTRUCTION SHEET 1 IY 1 R.Ct SHEET I IX 1 R.CL 24953 fNECr 1 Q 1 [Rct 4 fNECT 1 Or 1 a RtX 4 24953 a I.E. 24953 ALUMINUM BACKFLOW PREVENTOR ENCLOSURE STRONGBOX SBBC-45AL R 4S Cov.t- Fi TyAt+ 'A' vfI1M2 t i - h N'I•tN r( L �;;; �//.� BACKFLOW DEVICE �_. I�::� y� /: SEE LEGEND FOR i� Yo1Y• Dox ..-...,. s.' ... ... TYPE r IN BEDS 2 �21 ��0 0 00000 p ® IZEYISeD MEDIPTf� GONPIC�URpr[IDN SER pR-oo-18 rAT GRADE PLANT EDS AREAS whIlnR�} \ �} n 3 - :: •••:••:•••:•••::::::•::••:•••:�::::::::::::::::::� """ U QOL#U 0000000�"_\ 6"THICK CONCRETE BASE l4EW f it LI Z R�DE51C�i�1 6Y ENVIf�NS /- �{I J T ' - --- _ '• ,I TO BE SLOPED AT 2%FOR 1 x.:.._: 3 ���...... ' - aa0�aao�•-•_ DRAINAGE. Ttr�= - MPH 1 Er°c`M� III III / _ -- V CE2Nr+pocl.d Nx •ot.!>'n4 crofsov.r � �� t, l -•�T � • ` •• �`. ENCLOSURE SUPPORT III III S L/1d11tt)rt Pd . S(w*J1-4F• conrroLcresSO.a 6f �� .yt d -CF BARS II II 6 MKS 7q 6rovd or E:ru>tt+od rock • ` .O Rovtn ♦k• cbtfT - vv 4 SEC 110H 0 a t1� - -- - aP 000 0 (rzo n-)o .P>et, I.-R- d1c.�.,.� _ _� ILII= _�illl_�iilTl - ilill_,ilill Z col= WELDED STEEL PIPE 'CONDUIT ~ 4" 3- (JACKED =0R ,DRILLED) C T for 90%COMPACTED •��� "0'P' tllflcolton ton.% VALVE BOX SUB-GRADE b a :"° f offer A r 101{.).T t S S• 'p' Iwadwa rim+f H IonA H-t DESCRIPTION OF REVISION CITY Ely ca+tratw �H, , CAL TRANS STANDARD DETAILS BACKFLOW ENCLOSURE DATE APPROVED 101 Tor) rtRJT't)or 8 4 prolfcl pont LOCK BOLT PISCIOU"d vr)IN ,olrn4,q - ch O• PER PLANS "H7" AND "H8". CITY OF RANCHO CUCAMONGA gLIFT HOLE lapel •hal F&qui od -= FINISH GRADE 4 3/4- PVC BALL VALVE - THREADED -_- -��:___ ______=_:_,jr-j PROMENADE AT TERRA VISTA 3/4" X 36" LONG - PIC TAILED THESE CALTRANS DETAILS SHALL PLASTIC VALVE BOX - CARSON OR EOUAL rd+. pox coYK BE UTILIZED FOR ALL SYSTEMS PVC MALE ADAPTER - LINE SIZE X 3/4- (S X T) ��x ACTIVITY CENTER A N D 6" THICK OF 3/4" WASHED CRUSHED AGGREGATE i:.•„t '-- - -^` ` � INSTALLED WITHIN THE STATE FOOTHILL BOULEVARD MEDIANS PLAN tttPt RIGHT OF WAY. I r It CITY OF RANCHO CUCAMONGA, CALIFORNIA orf• toe.+ o'e coYx � - - IRRIGATION DETAILS o �1•s b f 1 N t1iO�t ,~j APPROVED Ir- BALL VALVE STANDARD KAN to n+:c•pl fcr.. ►e�+c.!'1^. t►cx.s ./ t 1 FOR EMITTER FLUSH BOX 531 Lancea. ` t �- 4- K• APPROVED BY (tom DATE: W EITT NEER TE USE MIN STANDARD SPCCIFICATIONS TO PUnx WORKS CONSTRUCTION SHEET I _ ----- 1 -,/�l• fly h �V R.C.E. NO. 24953 a ILC(. 4 - {_, ! _ ,_ 4 CITY ENGINEER tOYK ---- ! �r;- -0 Go ; -------I m Go DESIGN RECOMMENDED If Ste. Ir+.t -7 swo+r "A S.H. LAND CONCERN, LTD. (� l•S�� Yb LIC. NO. lot tea Irr.t 1750 Eirst D ory Avenw SECTION ELEVATION ,4 O�� �(! DRAWN Santa Ana, CA 92705 SHEET VALVE- BOX IDENTIFICATION• OF p1 �F �, S.H. (714)?50-48??fax(714) 752-24s9 6 11 CHECKED RCE NO. DRAWING NO. ®- C-DRffCTpNS DWY DATE RLE NO, -155,5-L PROJECT SHEET NOPOF y7 SCOPE Furnish all materials, equipment, services, supervision, transportation and labor necessary to c. PVC Schedule 40 shall not be threaded. B. Backfilling 8. PREVENTATIVE MAINTENANCE FOR CONTROLLERS perform all irrigation work complete including the following: Drawings and Specifications, Service Manuals, Record Drawings, Loose Equipment, d. Fittings shall be PVC Schedule 40, ASTM D-1784, 2466, Cell Class 124548, NSF (1) Backfill materfal shall be a roved soil. Unsuitable material Including clods and rocks Guarantee, Materials and Installation. PP g Depending on the severity of the environment, the below procedures shall be followed two (2} approved. over 1" in size shall be removed from the premises and disposed of legally at no cost to the to six (6) times a year, with particular attention to discourage spiders, ants, snails, slugs, bugs, 1ARA WINGS_ANj?WEGIFICATLONS: Owner. rodents, or insects of any kind from access to controller. e. Solvent shall be 2721 series IPS-Weld on low volatile blue glue with P68,70 primer or (2) All backfilling shall be done carefully and shall be properly compacted. Aft trenches at toe A Use a Scotch 1619 electrical contact cleaner or equal; spray all knobs; operate or rotate A The intent of the Drawings and Specifications is to Indicate and specify a complete and approved equal. Glue and primer as manfuactured by IPS Weld-on, Gardena, Califomia or of slope conditions shall be inspected by the project soils engineer for proper compaction. them to clear any corrosion or debris which has accumulated. Any non-oil base electrical efficient irrigation, system - ready for use -in acoordanoe with -the - manufactursrs approved equal. contact cleaner is sufficient. Do not use a WD-40 type cleaner. recommendations and meeting with the approval of the City and the Landscape Architect (3) Depth of trenches shall be sufficient to provide a minimum cover above the top of the pipe without further cost of labor and material to the Owner. f. Caution shall be utilized in handling Type I pipe due to the possibility of cracking or of as follows: B. Spray and/or clean behind face plate or panel, removing all insects, dust, dirt, etc. splitting when dropped or handled carelessly. B. Plot dimensions are approximate. Before proceeding with any work the Contractor shall 12"over PVC non-pressure lateral lines C. Use a pest strip or Insecticide to keep out spiders, ants, bugs, etc. carefully check and verify all dimensions and shall report any variations to the City. g. When connection is plastic to metal, male adapters shall be used. The male adapter shall 18" over PVC non-pressure lateral lines for rotor system be hand tightened, plus one tum with a strap wrench. Joint compound shall be Permatex 24" over PVC main under pressure for pipe 2" and under D. Use a rodent chemical in the pedestal to keep out mice, etc. . C. Due to the scale of the Drawings, it is not possible to indicate all offsets, fittings, etc. which Type 11. 24" over PVC main under pressure for 2 1 f2" and over may be required. The Contractor shall carefully investigate the structural and finished E. Seal off any exterior openings where insects, snails, slugs, bugs, or moisture can enter the conditions affecting all the work, and plan the work accordingly, furnishing such fittings, etc. h. All sleeves under vehicular paving within Caltrans Right of Way shall be corrugated steel C. PVC Pipe controller cabinet. Where valve wires enter the cabinet, the use of a silicone-type gel is an as may be required to meet such conditions. Drawings are generally diagrammatic and welded conduit per Caltrans Standard Details. excellent method of preventing pests from entering and helps keep moisture out. indicative of the work to be installed. The work shall be installed in the most direct and (1) PVC pipe shall be Installed in a manner which will provide for expansion and contraction as workmanlike manner, so that conflicts between irrigation systems, planting and architectural I. All sleeves under pedestrian paving within Caltrans Right of Way shall be ABS pipe per recommended by the pipe manufacturer. F. Use slug and snail bait around the outside of the pedestal. features will be avoided. Caltrans Standard Details. (2) All plastic to metal joints shall be made wplastic male adapters. - G. Make sure weather stripping -inside cabinet door Is--tight to -prevent leakage -into the 2�E13Y1-CERANU�►LS (5) Gasket Seal PVC Pipe ith controller from irrigation overspray or rain. Replace as needed. (3) The joints shall be allowed to set at least 24 hours, or as recommended by the solvent Contractor shall furnish two (2) service manuals to the City. Manuals may be loose leaf and a. All pipe indicated on the working drawings, shall be Class 160 PWPIPE pipe with TwinSeal manufacturer before pressure is applied to the system on PVC pipe. H. Prevent dust, dirt, and water overspray from getting into controllers during and after shall contain complete drawings of all equipment installed showing components and catalog gasket type joints. construction by keeping the door closed at all times except when programming a unit. numbers together with the manufacturer's name and address. Additional sheets shall cover (4) After all new irrigation piping and risers are in place and connected, all necessary work has operation instructions simple enough to be understood without specialized knowledge. b. An gasket joints shah be sealed with double rubber ring seals as provided by the been completed and prior to the installation of irrigation heads, control valves shall be opened I. Inspect the valve wires which are attached to the terminal strip inside controller to be sure manufacturer. Pipe seal material shall conform to ASTM F477. All pipe joints shall provide and a full head of water used to flush out the system. After the system is thoroughly flushed, they are snug and properly marked. 3._RECORD DRAWINGS for expansion and contraction. risers shall be capped off and the system pressure tested. Contractor shall procure from the C' a sepia m ar of the irrigation layout and mark the exact c. Thrust blocks shall be provided as J. Controllers should be operated and visually inspected at least once a week. P �Y Pi YI �9 Y pr required for proper anchorage and durability of the (5) Irrigation lines shall be tested In place before backfilling per green book's specifications. "as built" arrangement including locations of all equipment installed. Locations shall be shown gasket pipe. During the test period, minimum test pressure at the highest point of the section being tested, K. Controllers and valves should be operated once per week even in winter for just a few by the triangular system of measurements from easily identified permanent features such as shall be 150 pounds per square inch. seconds to keep corrosion from building up on the contacts or wafer switches and to keep irrigation heads, buildings and walks. The 'as built" drawings shall be drafted employing a (6) On-Grade PVC Pipe - Cell Class 12454B (PVC Schedule 40 and PVC Schedule 80) valve parts moving freely. competent draftsman. After final inspection and before final payment, the mylar shall be (6) At the conclusion of the pressure test, the head shah be Installed and tested for operation delivered to the City. a. Pipe shall conform to ASTM Standard D1785, Cell Class 124548 and ASTM D2241, NSF In accordance with design requirements under normal operating pressure. Contractor shall L. Proper A.C. input voltage is to be maintained to the controllers at all times. approved verity head pressures with pitot tube and adjust control valves to correspond with design 4. LOOSEEQU1PMEl•IT b. Pipe shall conform pressure. M. All hinges, locks, knobs, switches should be to ASTM G-53 for ultraviolet exposure testing. 9 tightened as necessary. Loose irrigation equipment, operating keys and spare parts will be fumished by the Contractor D. Installation of TwinSeal Gasket PVC Pipe in quantities as shown on pians or in specifications. c. PVC Schedule 40 shall not be threaded. All above grade threaded risers shall be PVC Schedule 80. (1) Except as may be noted in other parts of the Specifications, or on the drawings, Installation of TwinSeal Gasket PVC pipe and connecting fittings shall be outlined in the manual as d. Fittings shall be PVC Schedule 40, ASTM D-1784, 2466, Cell Class 124546, NSF furnished by pipe manufacturer. This shall include, but not be limited to, the Installation of the approved. All fittings and pipe shall be manufactured by the same manufacturer. pipe at the proper depth and the correct location of concrete thrust blocks of adequate sizes. "UARANME Contractor shall make available the services of the manufacturer's representative at the start e. Solvent shall conform to ASTM D-2564 and shall be low volatile. Solvent and primer of the installation and may be required from time to time during construction. A The entire irrigation system shall be unconditionally guaranteed by the Contractor as to supplied by Brownline, Industry, California material and workmanship, including settling of .backfilled.areas below.grade- for. a.period-of . E. Sprinklers one (1) year following the date of final acceptance of the work. B. Sprinkler Heads P (1) All nozzles on stationary pop-up sprinklers shall be tightened after installation. an B. If, within one year from the date of completion, settlement occurs, and adjustments in pipes, sprinklers having an adjustment stem shall be adjusted on the lateral line for the proper radius valves and irrigation heads or paving is necessary to bring the system paving to the proper Sprinkler heads shall be as shown on plan or approved equal. as to avoid overspray onto, but not limited to, walkways, walls, fences, roadways, or as level of the permanent grades, the Contractor, as part of the work under his Contract, shall directed by the owner's authorized representative. make all adjustments without extra cost to the City, including the restoration of all damaged C. Valves planting, paving or other improvements of any kind. (2) Sprinkler heads and risers shalt be installed according to details. (1) Remote Control Valves - Electric remote control valves shall be as shown on plan or C. Should any operational difficulties in connection with the irrigation system develop within approved equal. (3) All sprinkler heads with a 1/2" or 3/4" inlets shall utilize Marlex street ens in the swing joint the specified guarantee period which In the opinion of the City may be due to inferior material assemblies. All sprinklers with 1" or larger shall utilize Sch. 40 street ells. All threaded Sch. and/or workmanship, said difficulties shall be immediately corrected by the Contractor to the (2) Gate Valves- Approved gate valves shah be Hammond 40 connections shall be wrapped with teflon tape. satisfaction of the City at no additional cost to the City, including any and all other damage IB-645, Nibco T-113 or approved equal. caused by such defects. F. Valves (3) Quick Coupling Valves 6. WATER MAAGEMENT (1) Remote control valves shaft be adjusted-so that the most remote-irrigation-heads operate. .. .... Quick coupling valves shall be as Indicated on Plan and shall be Installed In a 6"-8" diameter at the pressure recommended by the head manufacturer shown on the plan. Remote control A. The irrigation system shall be installed with the focus of water conservation - achieving valve box. Alternate material may be submitted for approval. All quick coupling valve keys valves shall be adjusted so the maximum uniformity and distribution of water is applied by maximum plant health and aesthetic while minimizing water consumption. and hose swivels shall be of same manufacturer as the quick couplers. the irrigation heads to the planting areas for each individual valve system. B. There shall be no overspray onto walks, buildings, wafts, streets, or as directed by the D. Automatic Controllers (2) Valves shall be the full size of the line in which they are installed unless otherwise owners authorized representative. Automatic controllers shall be as shown on Plans and Details. indicated. (3) Quick coupling valves shall be set approximately 12" from walks, curbs, headerboards, or C. The contractor shall notify the City and irrigation designer 48 hours prior to finish of the E. Stainless Steel Enclosures paved areas where applicable. All Quick coapting .valves shall be placed in shrub planter irrigation system for a coverage walk-through. Contractor shall take all responsibility for beds, where possible. All valves shall be placed in 6" - 8" round valve boxes as manufactured improper system coverage should the irrigation designer not be notified prior to plant Stainless Steel Enclosures and hardware used in installation of the enclosure shall be by Carson, or approved equal. installation. manufactured with 100% Stainless steel. Enclosure shall be as shown on Plans and Details. REu►SeD M�DIRN C0NPl6'0P^TPfq Pelt ORis �� t� �rKsT' tl � �-/�• D. Prior to official turnover of the maintenance contract, the contractor shall contract a F. Control Wire for RCV's G. valve Boxes rtEDE��en� DY 8N✓t�NS O/ certified water auditor to perform a water distribution test in all turf areas. Copies of test data (1) Valve boxes shall be set one inch (1') above the designated finish grade in lawn areas shall be delivered to the City and the Landscape-Architect. All wiring to be used for connecting the automatic controller to the electrical solenoid actuated and two inches (0) above finish grade in ground cover areas. by remote control valve shall be Type OF-600V, 7-strand or solid copper, PVC insulation, 7. MATERIALS single conductor, UL approved underground feeder cable. Each pilot or "hot" wire shall be (2) Valve boxes installed near walks, curbs, headerboards, and paving shall abut those items. A. Pipe and Fittings color coded with the common wire being white only. The top surface shall be flush with items listed above. (1) Brass G. Valve Boxes H. Automatic Controller Location and Installation Brass pipe shall be IPS standard weight 85% Red Brass. Fittings shall be with standard All remote control valves, gate valves, quick couplers, pressure regulators, and pressure relief (1) The automatic oontroller shall be installed at the approximate location shown on the plan. 125-pound cast bronze threaded fittings. valves shall be installed in suitable valve boxes as shown in details, complete with locking covers. All shall be CARSON or approved equal, and shall be marked RCV" with station (2) All local and other applicable codes shall take precedence in connecting the 117 VAC numbers for control valves, "GV", "QCV', "PRV', "PR" respectively heat branded in 1" high electrical service to the controller. Owner shall provide power to controller. Contractor shall (2) PVC Conduit numbers on valve cover by Contractor. complete hook-up to controller. DESCRIPTION OF REVISION CITY DATE APPROVED Pipe that Is used for control wires shall be ABS pipe per Caltrans. All wires under paving shall H. Backflow Prevention Units (3) There shall be adequate coverage of earth (18" minimum) over the 24 volt control wire. be installed In ABS pipe per Caltrans. Install wire in trench and tape to mainlines on bottom of pipe at 10-foot intervals. CITY OF RANCHO C U CA M O N GA (3) PVC High Impact Pipe - Cell Class 124548 (PVC Schedule 40 &80) The backflow prevention units shah be as shown on Plans and Details. (4) Controller shall be properly grounded with a 5/8" x96" copper clad ground rod and brass PROMENADE AT TERRA VISTA �- -- p a. Pipe shall conform to ASTM Standard D1785 Cell Class 12454B and ASTM D2241 S. INSground rod clamp. TALLATION ' S� ACTIVITY CENTER A N D b. Pipe shall be marked at intervals nI. Control Wireot to exceed 5' with the following information: A Trenching U . No. 1283 � FOOTHILL BOULEVARD MEDIANS Manufacturer's name, nominal pipe size, PVC type and Dell class (i.e., 12454B), schedule, (1) All electrical equipment and wiring shall comply with local and state codes and be installed �, _ (p NSF approval. (1) Excavation shall be open vertical construction sufficiently wide to provide free working by those skilled and licensed in the trade. - IRRIGATION SPECIFICATIONS c. PVC Schedule 40 shall not be threaded. space around the work installed and to provide ample space for backfilling and compacting. I(, • (2) Connecting and splicing of low voltage wire at the valves or in the field shall be made using � � APPROVED BY i l' �/ DATE: /__f_ce_ d. Fittings shall be PVC Schedule 40, ASTM D-1784, 2466, Cell Class 124548, NSF (2) Trenches for pipe shall be cut to required grade lines and trench bottom shall be a 3M water tight connector or equal. CAL CITY ENGINEER R.C.E. NO. 24953 compacted to provide an accurate grade and uniform bearing for the full length of the line. approved. DESIGN L RECOMMENDED J. Backflow Prevention Units (3) When two (2) pipes are to be placed in the same trench, a 6" space shall be maintained S.H. LAND CONCERN, LTD. 6 S- SC (4) PVC Pressure Rated Pipe - Cell Class 12454B (PVC Class 315 and PVC Schedule 40) between pipes. The backflow prevention units shall be installed as shown on Plans and Details. 1750 E&vf Do"Avon u* P Pe DRAWN &wb Ann,CA#M5 SHEET a. Pipe shall conform to ASTM Standard D1785 Cell Class 12454B and ASTM D-2241 $ H (714)250-4M FW14) 78?24° 7 j:p (4) Low voltage control wires shall be buried under the mainline as shown on the plans. b. Pipe shall be marked at intervals not to exceed 5' with the following information: CHECKED RCE NO J S.5.5 DRAWING NO.-L. Manufacturer's name, nominal pipe size, PVC type and cell class (i.e., 124546), schedule, DATE FILE NO. NSF approval. PROJECT SHEET NO`.f`�OF `f 7 DAhNED GIRc��S RE{�RCS�NT 5YCArloKe SPECIES pvA OW•SiM Pt-AHS _ -- -—————————————————- - ------------------- - -------------------------------------------------------- - -- - - - - - --- - - -- -_ --- - -- -- - -- -- - - --------------------------STORM DRAIN EASEMENT ----- ------------- R.O.W. ---------------------------------------- - ------------------------------------------------------------------- -- 00 - - -- — — 84" PIPE �� ��. �''" `� /� �� 84" PIPE ----- — --------VR. -------------------- --Z -- - - - - - _ _ - ---�--- - --------------- -------------- -------------------------- - R.O.W. - _ �i � � ■ ,��1— V --- — f-�- � _l _ \,� / ��—�� SIE � � \T - — --- - --+ --- cn ro ■ FOOTHILL BOULEVARD r z W ■► � m uj ■ � ■ RL r m ■ m z ■ 415 r00 J ■ rm _ ■ r U ■ ■ o--- Q _ 81+00 0 82+00 83+00 84+00 85+00 -= 86+00 r i- SEE ROCHESTER STREET IMPROVEMENT PLANS FOR THIS AREA REFER TO SHEET 3 FOR PLANTING DETAILS AND SHEET 10 . M." " Owls FOR PLANTING SPECIFICATIONS PLACEMENT OF TREES SHALL PLANTING LEGEND IBE APPROVED BY THE CITY INSPECTOR, AND STATES REPRESENTATIVE E4F1 FSF'ALIFRFD I GAL GALLON CONTAINER I G C. GROUND COVER I HT HEIGHT { GENERAL NOTE L.A. LANDSCAPE ARCHtTECONTRACT I LIN LANDSCAPE CONTRACTOR 1 i MIN. MINIMUM 1 � � --+ M T. MULTI-TRUNKED I O.C. ON CENTER I THEWORKWORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING, SHALL CONFORM RWD REDWOOD TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS S LA. SELECTED BY LA. I SPEC. SPECIMEN I STANDARD SPECIFICATIONS. SP SPREAD 1 a fi PLANTING KEY GENERAL N OTE S LT SEE PLANT LIST OR ADDITI ONAL TREES MAY BE REQUIRED AT LEGEND 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR AN 4. THE CITY HAS THE RIGHT TO REJECT ANY PLANT 6. ALL PLANTING AREAS SHALL BE GRADED AT 2%AWAY FROM d� ----��ZE OF PLAKTM�tTEA1Al ( TIME OF DEVELOPMENT OF PAD. ACCURATE COUNT OF ALL PLANT MATERIAL SHOWN MATERIAL IF IT IS DISEASED, DAMAGED, OR OTHERWISE ANY STRUCTURES. GAOU LLON OR sox I } ON THESE PLANS UNSUITABLE. IF THE PLANT MATER IAL DELIVERED IS MATE RiAY OF PLANT M ATER}AL 1 ACCEPTABLE, THE CONTRACTOR MUST GUARANTEE ALL 7. IF ANY SPECIFIED PLANT MATERIAL IS UNAVAILABLE, 2. WITHIN 48 HOURS OF AWARD OF CONTRACT, A LIST OF PLANTS UNTIL COMPLETION OF THE 180 DAY MAINTENANCE CONTACT THE CITY. ALL REQUIRED PLANT MATERIAL MUST BE SUBMITTED PERIOD. W I s + TO THE DEVELOPER AND CITY INSPECTOR. a 5. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN ALL ui 3. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING EXISTING GRADES AND FLOW LINES AS SHOWN ON THE d 1 THE DELIVERY OF PLANT MATERIAL. THE DEVELOPER CIVIL ENGINEERS GRADING PLANS UNLESS THE LANDSCAPE U i _ WILL NOT BE INVOLVED IN ORDERING PLANT MATERIAL, ARCHITECTURAL PLANS SHOW ADJUSTED GRADES WHERE chi THE CONTRACTOR MUST NOTIFY THE CfTY OF SOD IS INSTALLED ON A SWALE, THE FINISH GRADE MUST BE 91 ALL SCHEDULED DELIVERIES ADJUSTED SO THE SOD DOES NOT RESTRICT THE FLOW 151 ui of j - j aI w TREE LEGEND O LIP I _ — � ■ SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS � -- - -- _ __ _-- 7-24" Q __ _--- -__—_---__-.-._ I ■ I ' W . LIP LAGERSTROEMIA INDICA 'MUSKOGEE' CRAPE MYRTLE 26 24" BOX 30' O C. . -.. ON RL RHUS L.ANCEA AFRICAN SUMAC 4 15 GAL 20' O C w a Q - J 2 RI✓vISftO MEPlAcN GDNflr-7 t,4TaN PC-f, PP �-l8 NEW St1` rl NweSION by SNvr�°NS___ •�a ��/ i I " PIPE 84" PIPE I i � T-.i-,.rte ---�----ter--- - � - ----rte-�- ,.. --�-+--- --- -• ---�- ---- _— .- _ _ —�— � - — -� ' � . - SIGHT \ LIP FOOTHILL BOULEVARD DESCRIPTION OF REVISION ATE arm 9-24" CITY OF RANCHO CUCA►MONGA PROME NADE: Al i E HRA VISI A mi . . . STREET TREES, a ■ ACTIVI I CENTER AND LJ J - - FOOTHILL BOULEVARD MEDIANS ,� 87 0 88+00 $9*00 90 0 s,+oo - - . PLANTING PLAN w� - - - � - - - -1-- APPROVED BY DATE' PROJECT LOCATION — - 24953 -- j � CITY ENGINEER _ -. R.C.E. NO. \ RECOMMENDED _ ■ � � � \ DESIGN . • I N 12 TD. AND �,. _; --- J.S. 50 E&W Der A ug go-rflr Ant: CA V70 N Ll DATE DRAWN nt4}?� Fox(714) 7St-?ITP E 8 I C S 1 w r \ I V.V.IP r ` V MALE 1 aQQ '9� CHECKED DR/�1WIN".a NO RCE NO. C _ SSS-�.. DATE FILE NO. F'ROJE C:l SHE E 1 NCY,S)F y 7 REFER TO SHEET 3 FOR PLANTING DETAILS AND SHEET 10 GROUND COVER NOTE FOR PLANTING SPECIFICATIONS. PLACEMENT OF TREES SHALL PLANTING LEGEND T P BE APPROVED BY THE CITY INSPECTOR, AND STATES REPRESENTATIVE ESP ESPALIERED USE A 4" THICK COVERING OF"COARSE GRIND" SHREDDED GAL GALLON CONTAINER MULCH AS MFG AND SUPPLIED BY BLUE RIBBON NURSERIES, G.C. GROUND COVER GROUND CQVER LEGEND ORANGE, CALIFORNIA, (714) 633-3666 OR CITY APPROVED EQUAL HT. HEIGHT NOTE CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR TO L A.L.0LANCCT . LANDDSCAPE SCAPE CONTRAONTRACTOR v] PURCHASE FOR APPROVAL TO CITY INSPECTOR SEE DETAIL MIN MINIMUM BACCHARIS PILULARIS TWIN PEAKS' G SHEET 3 M.T MULTI-TRUNKED OTE: O.C- ON CENTER MAL E ONL Y 63-1 GAL RWD. REDWOOD Sl A. SELECTED BY L A. \ SPEC. SPECIMEN TRIANGULATE ® 6 O C 3 FROM EDGE OF gp. SPREAD HARDSCAPE PLANTING KEY -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LT SEE PLANT LIST OR STORM DRAIN EASEMENT • LEGEND —�S¢E OF PLANT MATERIAL � 9 GALLON OR BOX OUA/ ® MATERIAL OF PLANT MA - - - - - - ' R.O.W. R.O.W. - - - �- -- -- -- - - - - - - - - -- - - - - - - - - - - - — - - - - - - I CONTRACTOR NOTE- SLOPE FINISH GRADE 201 TO C.L. OF 0 MEDIAN (BOTH SIDES OF MEDIAN) SEE DETAIL 'E' SHEET '3' FOR MEDIAN W SECTION. m FVA OO PILL BOULERD - W CAL. TRANS. NOTES: 15' MIN W SHRUBS AT MATURITY SHALL NOT BE CLOSER THAN 2 FEET y _ 20' MIN. Q FROM BEHIND CURB OR 112 DIAMETER OF MATURE GROWTH T YP W FROM HARDSCAPE EDGES, WHICHEVER IS FURTHER Z BP J MEDIAN TREE LOCATIONS SHALL BE SUBJECT TO STATES PLANT 3' FROM FDGF OF HARDSCAPE 32-1 = REPRESENTATIVE AND CITY INSPECTOR APPROVALS 74+00 5 .00 U PLANT TABLETS ARE TO BE PLACED 2" FROM THE SIDE OF 70+00 71+00 72+00 - `fq,P -� 73+00 THE ROOT ZONE AND 4" BELOW THE GROUND ■ Az SEE 54iT. 11 1=0F FEYISfD IM&NTION �uD pL>�NrWG MAN ti MIN PW - r r RP 23-5 r 15-5r MATCHED STANDARDS RL r r 2-24" MATCHED STANDARDS LI 5-24" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - --- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- -- - - - - - - - - - - - - -- - - - - - - - - - - - - - co R.-O.W. STORM DRAIN EASEMENT — — _ — _ - - - STORM DRAIN W R.O.W. _ - 'l - ® - - - - - - - - - - - r , r W .■ 1 L- - - - - - - - - - - - _ - 1 W r -- Lu ■ 1 In '� Z — r W■ /P—W 43 5 RP (.� r r ■ 0■ ?5 5 _ r AL RD Q r W� x__20' MIN. r W' Aa TSPoc FOOTHILt— r WE _15�MIN AOL A TYP Wa 10,�j�.DZ `P Z■ �F J■ 7 0 78+00 79+00 0+00 OF C Q t- 71—" r 81+00 0 COMf S oN[_� 1. 'o-V J7, I , ■ 20' O C L ls, 0 AM 5 SIPEF-T TREES P� cup 9? 02. `J-/>��7 ' ■ T vp _7Oc R�`I(ISEV MEDIt4N CONFI6UR�?r(ON SEK PR-00-16';W NEW S1t�6T 11 FOR REDESIGN -6�( ENVIRONS TRIANGULAR SPACE 6 O.C. 31.1 PLAN1 S FROM EDGE OF HARDSCAPE PROJECT LOCATION♦ --� MATCHED STANDARDS RL - -- - r - _... ..... - - I � _ 1 3-24" 4 _.e...e-..> MATCHED STANDARDS LI 5-24" t .r T - -� �� . ou n�wo GENERAL NOTES - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - DESCRIPTION OF REVISION DATE CITU THE WC>RKPERFORMED INCONNECTION WITH HIGHWAY PLANTING, SHALL CONFORM CITY OF RANCHO CUCAlIIIONG�� TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS STANDARD SPECIFICATIONS PHOMENADE Al 1 ERFIA VISTA T STREET TREES, GENERAL NOTES N�28 ACTIVITY CENTER AND 1 THE CONTRACTOR IS SOLFLRESPONSIBLE FOR AN 4 THE CITY HAS THE RIGHT TO REJECT ANY PLANT 6 ALL PLANTING AREAS SHALL BE GRADED AT 2% AWAY FROM \ AT'E FOOTHILL BOULEVARD MEDIANS TREE AND SHRUB PLANTING PLAN ON THESE PLANS UNSUITABLE IF THE PLANT MATERIAL DEL IVERED IS SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS ACCEPTABLE, THE CONTRACTOR MUST GUARANTEE ALL 7 IF ANY SPECIFIED PLANT MATERIAL IS UNAVAILABLE, "� APPROVED BY 000, - DATE: -vV- 41 - -- — - - 2 WITHIN 48 HOURS OF AWARD OF CONTRACT, A LIST OF PLANTS UNTIL COMPLETION OF THE 180 DAY MAINTENANCE CONTACT THE CITY CALF CITY ENGINEER _. R.C.E. NO._Z49.Q_ LI LAGERSTROEMIA INDICA 'NEAR EAST CRAPE MYRTLE 10 24" BOX 15' O C. ALL REQUIRED PLANT MATERIAL MUST BE SUBMITTED PERIOD TO THE DEVELOPER AND CITY INSPECTOR. DESIGN v J RECOMMENDED RL RHUS LANCEA AFRICAN SUMAC 5 24" BOX 20' O C 5 IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN ALL J.S. AND CONCERN, LTD. 3 THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING EXISTING GRADES AND FLOW LINES AS SHOWN ON THE 1750 E�1 De*-Avrru• • - THE DELIVER Y OF PLANT MATERIAL THE DEVELOPER CIVIL ENGINEERS GRADING PLANS UNLESS THE LANDSCAPE DRAWN Ssrrts Ann, CA 9270f gHFFT RP RHAPIOLEPIS INDICA'PINKIE' INDIA HAWTHORN 40 5 GAL 4 FT CC WILL NOT BE INVOLVED IN ORDERING PLANT MATERIAL ARCHITECTURAL PLANS SHOW ADJUSTED GRADES WHERE (714)2 -Pr7l Fsz{711) 752-7ISD THE CONTRACTOR MUST NOTIFY THE CITY OF SOD IS INSTALLED ON A SWALF, THE FINISH GRADE MUST BE J.S• - 9 -- - PW PITTOSPORUM TOBIRA 'WHEELERI' WHEELERS DWARF 66 5 GAL 4 FT 0.C. ALL SCHEDULED DELIVERIES. ADJUSTED SO THE SOD DOES NOT RESTRICT THE FLOW. 2 - CHECKED RCf NO DRAWING NO. 1 SCALE 1 0i DATE FILE NO —',5S5-L _ PROJEC1 SHE-El N F q7 CONCRETE LANDSCAPE CONSTRUETION 7.Substitutions: Substitutions for the indicated plant materials will be pernritted provided the 14. PLANTING OFTRF,ES 25. MAINTENANCE: PART 1 GENERAL 1.SCOPE OF WORK: The work of tris section includes all labor,materials and �required to comp A. Position plants in plant location substitute materials are approved in advance by the Landscape Architect andCity and indicated on drawings and secure approval before A. The Contractor shall maintain a sufficient number of men and adequate equipment to A. Amendments�acffill: Apply 1 oz.of"Basic W and 2 tablespoons of"stem'in a 5 gallon late � the substitutions are made at no additional cost to the City. Except for the variations so excavatin pits,making necessary adjustments as indicated. perform the work herein specified Plant maintenance work shall consist of applying container of water,stir and pour prior to completion of backfilling. 1.ilDrtatrlptlon work indicated on the drawings. The work shall be performed in accordance with the best R g ry water,weeding,caring for plants,including ground covers,shrubs and trees,edging "Basic H"as manufactured Shaklee Corp. nd authorized,all substitute plant materials shall conform to the requirements of these g� g P R Rr @ g. by orp. standards of practice relating to the various trades and under the continuous supervision of a aeratin ,and mowing of lawns,fertilizin and control of is and diseases. "Stem"as manufactured Peters specifications.If the accepted substitute materials are of less value than those indicated 8 8 R P� by For concrete information refer to the Standard Specifications for Public Works Construction competent foreman,capable of interpreting the drawings and these specifications. The work B. All pits for lees shall be dug square with bottoms level,the length of sides and depth to or specified,the contract price will be adjusted in accordance with the provisions of the Both available from Western Farm Services and Shaklee Corp., (Green Book Editionr the Ci of Rho Cucamonga). Refer to Sections 4,201,303,and included in this section is as follows two times the diameter of the tree ball. Compacted soils at sides and bottoms shall be loosened by � �' ancf; contract. scarifying or other approved method. kilts shall be backfilled with "prepared soil'to the required B. Damage to any planted area shall be repaired immediately. Depressions cawed by Hayward CA 400 as well as any other sections related to the installation,per and post installation of concrete 8. Plants Not A ed:Plants nota ed are to be removed from site immediate) and vehicles or foot traffic shall be-filled with topsoil,leveled and replanted. Determinate �' Dov Y de, and the balance of the t filled with red soil",thoroughly settled b water work,materials,labor and clean-up. The Standard Specifications for the Public Works Finish Grading for Planting,Soil Preparation replaced with suitable plants The Landsca a Architect and/or Ci reserves the right Pu prem ghiY Y gophers and moles,and repair damage. B. Maintenance/Fertilizatism: 4-6 weeks after installation apply 4 lbs.per tree of'Wood Ace Const7uction is available from Fertilization.Planting,including lawn, Maintenance,Inspection and Certifications, P P City application. to reject entire lots of plants represented by defective samples. Palm Special"femlizer there after at 6 months intervals apply 5-6 N. per tree'Wood Ace Guarantees,Clean-up,Staking,Guying and Espaliering and Miscellaneous C. The entire project shall be maintained for a period of 180 days,commencing from the Palm Special" as mant>factured by Vigoro Industries. BI. BuildingNews Allowances C. Set plants in center of pit,in a vertical position,so that crown of ball will be level with time all items of wont have been completed to the satisfaction of the Landscape 8. FERTILiZERS AND SOIL CONDITIONERS: � Pe 3055 Overland Averme finish grade after ellowing for watering and settling and shall bear the same relationship to the Architect and the Ci C. Frpnds Fronds should be left tied for approximately 45 da as a general rule of thumb. In A. Samples of all soil amendments,sod and plants shall be submitted for inspection and stored finish de that it did to the soil surface in the container. City. Ply Y � Los Angeles,Ca 90034 2. APPROVALS: � wind areas fronds should remain tied longer and in hot climate fronds may be untied on the site until furnisthing of materials is completed. Delivery may begin upon approval of Y nR dry y (310)202-7775 A. All sprinkler work shall be inspected and approved prior to the start of any work in samples or as directed by the Landscape Architect and the City. D. The project shall be so cared for that a neat and clean condition will be presented at all sooner. On Phoenix Canatiensis untie the tight strings only(usually 2)leaving the loose this section D. Prepare depressed water basin as wide as plant balls at each plant. Water thoroughly, times to the satisfaction of the City and the Landscape Architect. strings for approximately one(1)month longer. 1.92 Scope 1. Organic fertilizer shall be processed sewage sludge with a minimum content of 196 backfilling any voids with additional prepared planting mix. B. Prior to excavation for planting or placing of stakes,locate all utilities,electric cables, nitrogen and 296 phosphoric acid similar to"Nitrohnmrn-s'. Method of processing shall 26. LAWN MAINTENANCE D. Foliar Drench• After fourteen(14)days followed by monthly application fronds shall be conduits,sprinkler lines,heads,valves and valve control wires,and all utility lines so g P P g 15. PLANTING VINES SHRUBS AND GROUNDCOVER3 Furnish and install all concrete work complete as indicated on the drawings or as specified, P �' not destroy normal bacterial content. A. $Catering: Water every day once per day for two(2)weeks thereafter and then sprayed with following mixture: The following rates are fora 100 gallon tank mix. includingbut not limited to the following.: that proper precautions may be taken not to damage such improvements. In the A. Vines and shrubs shall be planted in pits at least(2)times greater in diameter than their ball of earth R PrP P Y R Pr gradually reduce frequency of watering to three(3)Dimes per week. The Contractor A. Kocide* 101 w.p. (3/41b.)or Manzate**- lqt./ 100 event of a conflict between such lines and plant locations, promptly notify the Compacted soil at bottom of pit shall be loosened and the pit filled with"prepared soil"to the P PromP y y 2. Nitrogen stabilized sawdust shall be bulk,with[Ire following nitrogen content based on shall continue to maintain the lawn until final acceptance by Landscape Architect and gallons. A. Furnish and set all reinforcingsteel,bolts,and anchors Landscape Architect who shall arrange for relocation for one or the other. Failure to bottom of the ball. When the plant has been properly set,the pit shall be filled to the required the R weight: with"prepared soil'and thoroughly settled b tamping and watering. All vines shall be Cuty. B. W.R.Grace's Minor Gro(1/2 cup) B.Install all items required by other trades which are cast lino concrete, follow this procedure places upon the Contractor the responsibility for,at his own grade 1mP i�Y y � R R' C. Hydrated urea(5 cups or 2-1/21bs) C.Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where applicable. expense,making any and all repairs for damages resulting from work thereunder. removed from stakes,untied,and securely fastened in an approved manner to the wall,fence or B. Apply 16-6-8 at the rate of 6 pounds 1,000 square feet three weeks D. Spreader Sticker-8 oz.'Basic H' 0.5°6 far redwood sawdust other surface next to which they arse planted. &nilrztag" �Y po � �) 0.7%for fir sawdust after mstallation and water immediately thereafter. E 1 Ib. Benlate/ 100 gallons of water. 1.03 Protection 3.QUANTITIES AND TYPES: 1.0%for bark or pine bark or mixture F. Option: Add a general insecticide to prevent insect larva Plant materials shall be furnished in the tities and/or spacing as shown or noted for each B. Prepare a depressed water basin as wide as plant balls at each plant. Water thoroughly, q� � ng C. 1?istases and PeatControl: Two(2)weeks after iffitallation of lawn,apply a granular infestation. All finished cone"work shall be barricaded to pedestrianfor three 3 da Barricade locations, and shall be of the species,kinds,sizes,etc.,as symbolized and/or described in the backfilling arty voids with additional prepared planting mix. traffic ( ) �• �" Salinity: the saturation extract eonfiretivity shall not exceed 3.5 mercurial fungicide of 1.896 mircurous chloride as per mamhfacturrrr's shall be placed immediately after concrete fitisting. Contractor shall furnish,place,and remove "Plant Material L.egend,"as indicated on the drawings. The Landscape Architect has prepared millimhos/em at 25 degrees C. Coy recommendation ALL RATES ARE RECOMMENDATIONS ONLY W NOT EXCEED LABEL.DIREC'T'IONS. allof his own barricades Contractor shall be responsible for an dams to new construction this list only as a convenience to the Contractor and assumes no nsilili for its C �� Po Y damage Y � ty BE SURE TO FOLLOW ALL LABEL INSTRUCTIONS. and replacement or repair of the work shall be made without added cost to the Ci The Landscape Contractor is to verifyall sizes and quantities 1. Pits for flat sized plants to be at least 6"x6"x6'. Ground cover areas shall be ty accuracy. 3. Commercial fertilizer shall be delivered in sacks with manufacturves label showing moistened prior to planting. No flat plants shall be planted in dry soil. D. Mowing: The lawn shall be mowed at a height of 1-I/2'with a rotary mower, weight and analysis attached to each sack. equipped with rollers,before it reaches 2' inheight. Collect grass clippings during •Copper T.S.(alternate 1 qt.Bravo 50/100) 1.04 Clean-up 4.VERIFICATION OF DiMENSiONS AND QUANTITIES: mowing operations and remove from the site. ::Dithane Flowable(alternate 1 qL Brave 50/100) All scaled dimensions are approximate. Before proceeding with any wort:,the Contractor 2. Set plants in center of pits so that crown of plant will be level with finished grade 9.STAKING MATERIALS: after settling of soil,then backfill and water. Upon completion of all concrete worst and before final acceptance,the Contractor shall remove shall carefully check and verify all dimensioro and quantiles and small immediately inform R After each cutting, the edge of the ss shall be trimmed to a neat and teniform line. Never a herbicides within 6 of the trunks, and do not herbicides within amara) area all tools,surplus materials,apparatus,debris,etc.from the site and the site shall be left in a clean the Landscape Architect and Ci of an discrepancy between the drawings and/or A. Tree staking shall be as per plan g PP1Y 1sP1Y g urp pips pe City Y P cY R The lawn edges shall be maintained in a neat condition at all times when the wind is gusting more than 5 mph. Weeds shall be controlled with pre-emergent herbicide condition acceptable to the city. specifications and actual conditions. No work shall be done in any area where there is such a 3. Flatted plant shall be well-rooted with rummers at least 4"bort not more that 6" in or hand weeded. discrepancy until approval for same has been ver the Landscape Architect and Ci B. Ties for holding trees shall be as per detail. length P cT PPro 1P by pe City. 27. GROtTNDCOVER AND SHRUB MAINTENANCE S.INSPECTION 10.GRADING AND SOH,PREPARATION: A. Watering: New plantings shall be watered once per day for two (2)weeks after E. $lining Recommendation Pruning and trimming of newly planted palm trees shall be kept A. All inspections shall be made by the Landscape Architect and the City. The A. Contractor is to finish grade to within 1/10th of 1 foot or 1"below paving where paving 16. TREES AND VINES OCCLIRING IN LAWN: installation. Reduce watering to every other day for the next two(2)weeks. Water to a minimum Cut only the minimum required for cosmetics. Do not cut any fronds that are contractor shall request inspectionat least two(2) days in advance of the time exists Trees and vines occurring in lawn shall be planted before final preparation of those areas. thereafter three(3)times per week until final acceptance. green or partially green unless absolutely necessary,within three(3)years of transplanting. inspection is required. Tools used for trimming/pruning should always be sterilized with 50%bleach solution B. Moisture Content The soil shall not be worked when the moisture content is so 17. CARE OF PLANTS BEFORE AND DURING PLANTING B. Eenvlizatiom Fertilize time(3)weeks after planting with 5 pounds 16-6-8 per 1,000 before and after each tree. B. Inspection will be required for the following par"of the work: great that excessive compaction will occur,not when it is so dry that dust will fon in the Plants shall not be allowed to dry out before or while being planted Keep exposed roots moist by square feet;fertilize thereafter every 30 days. air or that clods will not break readily. Water shall be applied if necessary to provide means of wet sawdust,peat moss,or burlap at all times during planting operations. Do not expose 1. During finish grading and soil preparation. ideal moisture content for tilling and for planting herein specified. roots to the air except while being placed in the ground. Wilted plants,whether in place or not,will not C. Diseasendpest_QwtmL For control of slugs and snails, apply pelletized tricalcium arsenate be accepted and shall be replaced at the Contractor's expense. 5%by weight as per mannufactureA recommendations two(2)-weeks after installation. For 2. Plan",after delivery to site prior to planting. C. Preliminaw Gra Preliminary grading shall be donne in such a manner as to antics l8. WATERING BASINS control of cutworms and other soil insects, apply Metro brand soildrin as per manufacturer's pate the finish grading. Btcess soil shall be removed or redis tributed before application recommendations two(2)weeks after installation This product contains Dieldrin,Lindane, 3. When vines,shrubs,and trees are spotted for planting,but planting holes are of fertilizer and mulch- Where soil is to be replaced by plants and mulch, allowance shall A. Construct a finny compacted and for of sail around each tree and plant to forma and Phosphorothioate. not excavated be made so that when finish grading has begun,there shall be no deficiency in the watering basin at the edge of and following the shape of the planting pit area. Mounds for trees and for vines from 5-gallon or larger containers,shall be at least 4' specified depth of mulched planting beds. Exterminate gophers and moles and repair damage_ 4. Specimen trees at source,before delivery. high. Mounds for all other trees,vines,or plants not otherwise specified shall be at least 2'high. Excavated earth,if capable of retaining water,may be used. Any D. ung: All shrubs and trees shall be pinch primed as necessary to encourage new growth 5.Lawn areas or to planting. settlement within the basins after watering,shall be refilled to the required grade with lm P R D. �frtding: Blore and during prelimirhary and finish grading.all weeds and grasses and to eliminate rank sucker growth. Old flowers,dead foliage and limbs shall be removed shall be dug out by the roots and disposed of off the site(except those weeds and grasses prepared soil,and additional nitrogen-stabilized sawdust worked into the surface as No major pruning shall be done without the approval of the Landscape Architect. 6.Planting areas prior to planting not of the perennial type,less than 2-1/2' high and not bearing seeds,which maybe required to restore the mulched condition. turned under). Oa"more than 2-112'high and not-bearing seeds may be turned trader. E. Witding: All planting areas including lawn,ground cover, and shrub areas,shall be kept 7.All landscape period (final items,prix to the alertthe calendar day Perennial weeds and grasses to be removed include,but are not limited to, the following: B. At the end i the grade day maintenance period all watering basins in lawn areas stroll be weed-free at all times Weeds shall be dug out by the roots and disposed of off the site. maintenance period(final observation). leveled to finish grade and the area shall be sodded with the specified sod. Nut Grass Puncture Vine Dallas Grass Mustard Pint Upon completion of the 180 day mraimenancce period,the Contractor shall fertilize per B,2 8.At completion of calendar day maintenance period (final maintenance St.Augustine Grass Alfalfa Johnson Grass Wire Weed 20. WATERING and C.2 of this section. obseryation). Morning Glory A. Immediately after planting,water shall be applied to each the by means of a hose. The water shall be applied 6n a moderate stream in the planting holes until the material 28. GUARANTEE AND REPLACEMENTS: 9.inspection reports shall be made for each observation by the landscape E All planting areas shall be scarified to a depth of 12 inches below grade with the spacing about the roots is completely saturated from the bottom of the hole to the top of the A. All shrubs and ground cover shall be guaranteed by the Contractor as to growth and health Architect and one copy shall be submitted to the Owner and the Contractor. of the ripper teeth no greater than 12 inches on center prior to placing conditioners and ground. for a period of 180 days after comp]etion of the specified maintenance period,and/or final 6.CERTIFICATION• fertilizers. All rock and debris mono than 2"in diameter shall be removed from the site. acceptance by the City. All trees shall be guaranteed by the Contractor to live and grow in A.Prior to job acceptance,written certifications shall be submitted to the B. Ran"which cannot be watered efficiently with the existing water system shall be an acceptable upright position for a period of one(1)year after completion of the specified Landscape Architect,for the following: F. Tnwhes: If sprinkler system is installed after grading and fertilizing is completed,the watered by means of a hose. maintenance period, and/or final acceptance by the City. Tires,in 20"boxes or larger,and tipper potion of the backfill shall be retilled and fertilized to the depth specified for the all field grown specimens shall be guaranteed by the Contractor to live and grow in an 1.Quantity and quality of commercial fertilizer and organic fertilizer. area required to conform to the specifications C. Apply water insufficient quantities,and as often as seasonal conditions require,to acceptable upright position for a period of one year after completion of the specified keep the ground wet at all times,well below the root system of grass and planting. maintenance period,and/or final acceptance by the City. 2.Quantity and quality of all soil amendments called for by plans and 11.SOIL CONDITIONERS Care is to be taken in watering slopes so as not to cause erosion damage. specifications. A. In All Planting Areas the following application shall be made per 1,000 square feet of area B. All plan"that show signs of failing growth at any time during the life of the Contract, and shall be thoroughly cultivated in two directions into the top 6"of soil,and the area D. Following the planting of ground cover plan"furnished in flats,each plain shallbe including the maintenance period or those plan"so injured or damaged as to render them 7.MATERiAI-9: watered-down: immediately and thoroughly watered by means of a hose with a slow-running stream of unsuitable for the purpose intended,shall be immediately replaced in kind and size at the A. Plant materials indicated on the drawings and herein specified, shall conform to water. expense of the Contractor. the following: B. Prepared soil mix for backfill in pi"for trees,shrubs,and vines(other than azaleas,ferns, and palms)shall consist of: 21. TREE STAKING C. The Contractor,within five(5)days of notification by the Landscape Architect and City, 1.Nomenclature:Plant names indicated or listed in the "List of Plant A. Tree Staking to be per detail. shall remove and replace all guaranteed plant materials which for any reason fail to meet the Materials"on the drawings,conform to "Standard Plant Names" Amount/cuNc yard: requirements of the guarantee. Replacement shall be made with plant materials as established by the American Joint Committee On Horticulture. Except B. Trees,36"box size or larger,shall be immediately guyed after planting. Guy all trees indicated or specified for the original planting,and all such replacement materials shall be for names covered therein,the established custom of the nursery is 60%by volume on-site soil per detail. guaranteed as specified for the original guaranteed materials. followed 40%by volume organic amendment 1 lb.fertilizer 12-12-12 per cu yd. 1.Protect bark of tree by covering wire with green 1/2" diameter new rubber hose. 29. CLEAN UP: 2.Condition:Plan"shall be symmetrical,typical for variety and species, 2 lbs.Iron sulfate per cu.yd.of mix Upon completion of the work in this section,Contractor shall remove all rubbish,trash and sound,healthy,vigorous,free from plant disease,insect pests,or their Based upon Soils Report 2.Guys to be anchored with"Duck Bill"type anchen or approved equal. debris resulting from the operations:remove disused equipment and implements of service; eggs, and shall have healthy,normal root systems, well filling their Planting pits shall be excavated twice the diameter and twice the depth of the rootball. leave entire area involved in a neat and acceptable condition such as to meet approval of containers,but not to the point of being root bound. Plants shall not be Backfill shall then be added as specified. 3.Guy wires shall be 112 ga.galvanized wire. Mark guys with 3'-0"long 1/2"dia. Landscape Architect and City. pruned prior to delivery, except as authorized by the landscape white PVC pipe. Architect,or his representative. In no case shall trees be opened before C. Prepared soil mix for backfill in pi"for azaleas,ferns and palms shall be: delivery. 113 Conrock misery sand M4.Guy lines are to be tightened to firm tension. 30. HYDROSEEDING(GROUND COVER AND TURF). 113 Canadian Peat Moss 22. ESPALIERING OF VINES: MatcnalApplicationand ignpmenL 3. Dimension he height and spread of all plant material shall be measured 16 Mixing shall be performed in a tank with abuilt-in continuous agitation and recirculation 1/3 L.oamite or Forest Huns All trellises and stakes are to be removed from an",and the an"shall be fastened and system of sufficient operating capacity to pro-duct a homogeneous sherry of fiber,seed with branches in their normal position and shall be as indicated on the PI plants drawings. The caliper of all trees shall be measured 4b" above the Based upon soils Report trained against fences or walls as directed by the Landscape Architect. D. The prepared soil shall be uniforms blended in an aria adjacent to the planting work and fertilizer and water in the designated proportions and a discharge system which will surface of dine ground. Where caliper or other dimensions of any plant �� Y J Pl g • material are omitted from the "Plant Legend,'it shall be understood that shall be accurately proportioned using a suitable measuring container. Unused excavated 23. CERTIFICATES: apply the slurry to the area to be[Heated at a corhtirnrous and uniform rate. these plant materials shall be normal stock for type listed. soil shall be removed from site. Protect the mix from water until it has been placed in In addition to any other certificates specified,the Contractor shall furnish a certificate with backfill around plan". each delivery of bulk material,stating the source,quantity,any type of material and that the b.Loading and mining: With agitation system operating at part speed,water shall be 4. Inspection:All plant materials must have been previously inspected at the 12. FINISH GRADING: material conforms to the specification requirements. For bulk delivered organic fertilizer, added to the tank and a good circulation shall be established. Materials shall be added to © fZEU15 F,.p MP-P1,40 CDNFi6U('IA�'(-1� � the tank in such a manner that they are uniformly blended into the mixture in the Std A!1`W �'r II AFM,5l �N 8ov -77 nursery by the Orange County Horticultural Department, and shall be When preliminary grading,including weeding and fertilizing,has been completed the certificate shall also state the volume,net wiight,percent of nitrogen,percent of Y A�11r1 iR0(`IS and the soil has dried sufficient to be readily worked,all lawn and planting areas hos horic acid. For each fertilizer and soil conditioner,in containers,a similar certificate following sequence: subject to the inspection and approval of the Landscape Architect before Y Y Pi g P P planning. shall be graded to the elevations indicated on the drawings. Grades not otherwise or invoice shall be furnished stating total quantities by weight and volume for each material. indicated shall be uniform levels or slopes between points where elevation are These certificates shall be submitted to the Landscape Architect and Owner prior to the start 4,100 gal.wateCon- (1,500 gal.tank-3 tanks/acre) given Minor adjustments of finish des shall be made at the direction of the of the maintenance period. 1,100 lbs./acre Ecology fiber 5. Plant list:s indicated on drawings. gra l Rin Landscape Architect,and City if required 1001bs./acre Ecology Conrtrol M Binder 24. PROTECTION: 300 lbs,/acre 12-12-12 commercial fertilizer 6. Sizes of Plan": Stroll be as stated on the plan Container stock(1-gallon, 3001bs./acro Urea Formaldehyde 5-gallon,and 15-gallon) shall have been grown in containers for at least Finish grade shall be a smooth,even and uniform plane without abrupt change of The Contractor shall carefully and continuously protect all areas included in the contract, surface. Soil areas adjacent to builds to allow a natural nun-off of water,and including plant materials,fences,supports,etc..,until final acceptance of the work b the 100 lbs./acre soil su lfur one (1)year,hurt not over two(2)years. J � R P PPoY surface drainage shall be directed as indicated on the drawings by remodeling landscape Architect and City. surfaces to facilitate the natural "rem-off' of water. Low spots and pockets shall be 31. WEED ABATEMENT PROGRAM one inch(1')below grade of adjacent pavement of any kind. Grading shall be done Upon completion of the irrigation system and after all existing weeds have been removed from the planting areas, the following weed prevention shall be used- when soil is at optimum moisture content for working. i 13. METHOD OF PLANTING AND WORK PROCEDURE Apply fertilizer mixture by spray per acre as follows: A. No planting shall be done until all operations in conjunction with the installation 300 lb& 12-12-12 commercial fertilizer. of the sprinkler system have been completed,final grades have been established, 300 ft.urea formaldehyde the planting areas have been properly graded and prepared as herein specified, and the work approved by the City. 1,000lbs.agricultural gypsum DESCRIPTION OF REVISION CITY DATE 1APPROVED B. The relative position of all trees and plan"is subject to approval by the Apply pre-emetgmt herbicide as recommended by a licensed pest control advisor to be City, and they shall,if necessary,be relocated as directed as part of the Contract. compatible with the seeded plant varieties. CITY OF RANCHO C U CA M O N G A C. All plan"shall be removed from their container and set so that, when settled, Apply mixtures per the following time schedule: they bear the same relation to the required grade that they bore to the natural PROMENADE AT TERRA VISTA grade before being transplanted Each plant shall be planted in the center of the Fertilize 1 Water 21 days pit and backfilled unless otherwise specified,with the prepared soil. No soil in Wait 2 days STREET TREES muddy condition shall be used for backfilling No filling will be permitted Spray the eco m encat per Pest Cortaro) 51 around trunks or stems. All broken or frayed roots shall be property cut off. Advisor recommendations 7 10 days ACTIVITY CENTER A N D Fertilize/Water 14 days D. The City shall inspect the placing and planting of all plant materials. Spray Weed e7 days FOOTHILL BOULEVARD MEDIANS Fertilize/Watter r 14 days Spray Weed Mixture 7 days SPECIFICATIONS E In the event that underground construction work or obstructions are encountered in the Grub/clean all areas to prepare for planting operation,alternate locations for plant material will be selected by the seeding plant 23 days max. APPROVED BY �% DATE: 6 City; operation will be done at no extra cost to the Owner. TOTAL 100 days max. 1-p`t�SCgpF CITY ENGINEER R.C.E. NO. 24953 DESIGN RECOMMENDED 07 LAND CONCERN, LTD. v;r4- s-11C LIC.NO. 1283 1750 East Deere Avenue Aw DRAWN Santa Ann, CA 92705 SHEET J 1 (714)250-4822 FarQl'14) 752-2409 1 1 L `rl90 �tiQ'7 E CHECKED RCE NO DRAWING NO. QF CALLFO� DATE FILE NO. I ss S_L PROJECT SHEET NOy?r,)F q 7 131'-0' Jole M �; PLANT LEGEND N 6 EXISTING PAVING TO REMAIN + z ori Ti�Es + z + + 75 � a 76 77 m SYMBOL BOTANICAL COmmoN SIZE G><,IANTMr SPACING 73 74 RE-roN (- �(ISANG -T9-R€AAAI ------ - - - - - - 7777777777 LAC~TROEMiA INDICA MUSKOC,EE' CRAPE MYRTLE 24' BOX 8 15 O.C. EXISTING PAVING TO REMAIN NEW PAVINGEXISTING PAVING TO REMAIN PAVING DETAIL F pyj ING OEMI EXETL4W"TRA INDICA TEAR EAST' TO REMAIN PROTECT IN PLACE 3 CON15TRUCT i ON PLAN GVRouNo COVER sYMBOL BOTANICAL c lmoN SiZE SPACMG GNI,IANTiTY + + + + `+`+`+'+`+ LANTANA rzm: TTi LANTANA lb GAL. TRIANGULAR SPACE lb' Or_ 0 ♦ ♦ ♦ NOTE: ALL EQUiP"iENT SHOWN iN BOX INCLUDING SLEEVING ACROSS LH FOOTHILL ARE EXISTING AND SMALL BE PROTECTED iN PLACE ___ _ ------- --------------------------- ________ ------- IRRIGATION LEGEND (ONLY INCLUDING MODiFIED EQUIPMENT) -- -- SYMBOL DEsCRIPT1oN -- -- -- -- M -- -- -- -- -- -- -- -- -- -- -- -- TREI- EMITER COX LOCATION- INCLUDING (4)RAM MRD XBT-10-6 MULTI OUTLET EMITTERS PER TREE LOCATION INSTALL (4) i GPH OUTLETS INSTALL (12) 1 GPH OUTLETS INSTALL (4) 1 GPH OUTLETS Wl E TO CITY TREE DRIP DETAILS SHEET 6 (l-XBT-10-6 PER EMITTER BOX). PER SHRUB (1) MULTI OUTLET PER 24' BOX TREES (4) MULTi OUTLET PER SHRUB (1) MULTI OUTLET EMITTER PER SHRUB FOR A EMITTERS PER TREE FOR A EMITTER PER SHRUB FOR A NOT 84011N - RAMi5M XST-10-6 - 6 PORIMUL11 OUTLET EMITTER- SEE PLAN FOR CLIANTiTi' PER VALVE TOTAL OF 55 RAINBiRD XBT-10-6 TOTAL OF 52 RAINBiRD XBT-10-6 TOTAL OF 40 RAINBiRD XBT-10-6 o MULTi OUTLET EMITTERS. LEAVE MULTI OUTLET EMITTERS. LEAVE MULTI OUTLET EMITTERS. LEAVE (2) OUTLETS PLUGGED FOR FUTURE (12) OUTLETS PLUGGED FOR FUTURE (2) OUTLETS PLUGGED FOR FUTURE a PLUSH VALVE PER CiTY OF RANCHO CLICAMONGA STANDARD DETAIL 4331 N WW J o N I �o N H— 3.66 GPM PER PNJW T 1— 2.60 GPM PER PLAN H— 2.66 GPM PER PLAN i�— VALVE H-4 EXIST INC RAMJBIRD VALVES TO OE RE-UbED. U U f1 1f ff ff 5.5 GPM O BUILD OUT 1 5.2 GPM O BUILD OUT '� 4.0 GPM O BUILD OUT 1 TO BE REMOVED W N I 1,192 S.F. THIS VALVE FOR TREES ONLY 866 S.F. RAMBiRD 33 QUICK V DNF' COIJI'LER ALVES °d r` n 3 4 1 3/4 1 N M z 3/4 ( 3/4 1' / 3/4 P" sur. 1 1/2- 3/4 75 —f- - - -7 =- - - -- - - 77 74 y W;4 --- r _ � T — -- - --- - --— -- - �' '� RAIN51RD DRiP EMITTER SCPEDULE 3/4 3/4 CO HYSFG 1 3/4 3/4 SI1LC0 HY$FG 150 3/4 3/4 3/4 3/4 3/4 3/4 SAL 50 S- GAL. 61-me4 (i GPH)EMITTER OUTLETS PER 84" MESH WYE STRAINER MESH WYE STRAINER SALCO HYSFG 150 MULTI LTI OUTLET EMITTER PER S~. CAP 2 REMAINING PORTS FOR FUTUiW TREE LOCATION TYP. AND 40 PSi PRESSURE AND 40 PSI PRESSURE MESH WYE STRAINER REFER TO LEGEND REGULATOR WiTH GUAGE REGULATOR WiTH GUAGE AND 40 PSI PRESSURE 24' 190X TREE 12 (i GPM)EM TTER OUTLETS PER TREE ON THIS SHEET FOR REGULATOR WITH GUAGE DRIP IRRIGATION 4 MULTI OUTLET EMiTTERB PER TRF>r. CAP 12 REMAINING PORTS FOR FUTURE EQUIPMENT IRRIGATION PLAN NOTE: UNLESS MODIFIED iFIED ON THIS SWEET ALL EXISTING NOTES AND LEGENDS ON ORIGINAL APPROVED PLANS SHALL APPLY e- 248 BOX LAGIFRSTROEMIA _ �I.1:'M%OGEE' �' ��,�� 33416FRF4,' A. ^ n N Li y ~ + Z N MZ � � 7 re 10�31 � 2 / /0 7N} Renewo� Gate 74 , . . . . . , . . . . . . , �- +--- r _, . .� i i L , �. ii�c�z_ .i, _ ___ _ �_- IRRIGATION PRESSURE CALCULATION TABLE . . WATER METER N0. 6n SCALE: 1 " = 20'-0" SIZE 1 ELEVATION OF METER 1210.2' HYDRAULIC GRADIENT 1399' AVERAGE TANK FILL WIGHT STATIC PRESSURE 81.7 P.S.I. 55- S GALLON LANTANA 'CONFETTI THIS PLANTER 40- S GALLON LANTANA 'CONFETTI 71416 PLANTER SOURCE OF INFORMATION JOHN - CUCAMONGA WATER DISTRICT PHONE NUMBER (909) 987-2591 DATE OF INFORMATION DEC. 18, 1995 PL L ANT iNG PL AN BASIS FOR CALCULATION LONGEST MAINLINE RUN AT FLOW REMOTE CONTROL VALVE H-2 SIZE 1' DEMAND 5.2 GPM BUiLD-OUT PRESSURE OF '�H� "�'° 63 P DESCRIPTION O F REVISION DATE APPROVED: PRESSURE AT R.C.V. 63 PSI 1 CZE WREM ATER METER l LOSS CITY OF RANCHO C U C A M O N G A 1 1' BACKFLOW PREVENTOR 11.0 GROUNDCOVER NOTE: NOTE 1 2-1/2- GATE VALVE 3.2200 PROMENADE AT TERRA VISTA USE A 4' THICK COVERING OF 'COARSE-GRIND' SHREDDED MULCH AS MFG. TINS MWJECT IS CONNECTED TO OR WILL DIORIPT AN EXISTING ' 1-1/2- FLOW SENSOR 3.90 STREET TREES ACTIVITY CENTER A N D 202 1-i/2 MAINLINE 0.18 , AND SUPPLIED BY BLUE "5150N NUFEOCRiEs, ORANGE, CALIFORNIA (114) CITY-MAINTAINED LANDSCAPE AND IRRIGATION AREA. PRIOR TO ANY NEW 1 1' AUTOMATIC CONTROL VALVE 2.0 FOOTHILL BOULEVARD MEDIANS 633-3666, OR CiTY APFRO ED EQUAL. COiNSTRUCTIOR A JOINT INSPECTION AND DOCUMENTATION OF THE EXISTING 3 40 LATERAL UNE LOSS 0.96 NOTE: CONTRACTOR 64ALL &JIMMIT A SAMPLE PRIOR TO PIJRC•HASE FOR AREA'S CONDITION SHALL OCCUR WITH THE NEW WORK CONTRACTOR CiTY 1 LATERAL UNE LOSS 0.07 APPROVAL TO CITY INSPECTOR SEE DETAIL G, SHEET 3 INSPECTOR AND A CITY MAINTENANCE °ENTATiVE. AT THIS POINT, THE FITTINGS LOSS .018 REVISED MEDIAN — CONSTRUCTION, IRRIGATION, P LA N TI N NEW CONSTRUCTION CONTRACTOR SHALL BE RESIOC"15L.E FOR M INTEXANCE ELEVATION CHANGE -.87 OF THE EXISTING LANDSCAPE AND SHALL MAINTAIN ALL AREAS UNTIL THE MAINTENANCE PERIOD IS COMPLETE, AS DIRECTED BY THE CiTY INSPECTOR ` A FOLLOW-UP INSPECTION OF BOTH AiE:AS IS REC,IA�IRED PRIOR TO THE CITY'S TOTAL SYSTEM LOSSES 20.80 APPROVED �BY: `/ � // DATE: ACCEPTANCE OF THE NEW AREA THE EXISTING: IRRIGATION SYSTEM SHALL. BE PRESSURE REQUIRED TO OPERATE HEAD 30.0 CITY ENGINEER / f� ,�,� �C ,"- �L l�.�L� RCE: 24~953 ADJUSTED AS NEEDED AND ANY DAMAGED LANDSCAPING REPLACED TO THE DESIGN PLAN PREPARED BY: RECOMME ED i NIN1 SATISFACTION OF THE CITY GM ACCESS TO THE EXISTING IRRIGATION TOTAL PRESSURE REQUIRED 51.0 LOWEST STATIC PRESSURE AVAILABLE 81 PSI ENV*" ENVIRONS 1c� CONTROLLER CABINET UL.L NOT BE ALLOWED WITHOUT CONSENT FROM AND SUPERVISION 13Y THE CiTY. CONTRACTOR TO PROVIDE 24 HOURS NOTICE TO PRE-SET REGULATED PRESSURE 73 PSI !/ -" MAINTENANCE FOR CABINET ACCESS. RESIDUAL PRESSURE AT PRESET PRESSURE 22 PSI DRAWN LANDSCAPE ARCHITECTURE SHEE1 226 W.FOOTHILL BLVD.SUITE F • CLAREMONT.CA 91711 1 1 OF 1 1 PHONE&FAX (909)626-4663 CHECKED BRETT FRENCH R L,A, NO 3416 DRAWING NO. I DATE 10-31-02 FILE NO PROJECT SHT. NO. q01174