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HomeMy WebLinkAbout2202-L W N'E ......... DEVELOPER M& AM DEVELOPER CITY OF RANCHO CUCAMONGA IC CENTER DRIVE 10500 IV CALIFORNIA 91730 RANCHO C UCAMONGAI MM AS OWNER CALTRANS 1 OF SHEET INDE GENERAL NOTES VICINITY MAP CALTRANS- DISTRICT 8 NATES AGENCY REFERENCE TITLE SHEET ALL IMPROVEMENTS SHALL BE MENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN IN 0R NEAR THE STATE A, SAN GABRIEL VALLEY MUNICIPAL WATER DIST. 1. AN ENCROACH JOHN CHAPMAN RIGHT-QF-WAY, (626} 969-7911 STANDARDS7 VERIZQN COMMUNICATION F H UA b 2, ALL WORK WITH THE STATE RIGHT OF WAY SHALL CONFORM TO THE LATEST STATE STANDARD PLANS B. CALIFORNIA GAS COMPANY (800)469-4340 CONSTRUCTION PLAN t.%r-% ONS.L-3 SPECIFICATIONS AND PROVISI SPECIFICATIONS OR AS DIRECTED BY THE STATES REPRESENTATIVE(STANDARDS OTHER THAN STATE C. SOUTHERN MUST BE PRE APPROVED AND JUSTITIFIED). L-4 CONSTRUCTION PLAN S MAY STORED ON THE STATE RIGHT OF WAY. . D. CUCAMONGA VALLEY WATER DISTRICT (909}335-7847 3. NO EQUIPMENT AND MATERIAL RANCHO C ASHFORD AMONGA,CA 91729-0638 (909) 967-2591 4. ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE TREATED FOR EROSION CONTROLCONSTRUCTION PLAN (HYDROSEEDING OR EQUIVALENT,OR AS DIRECTED BY THE STATES REPRESENTATIVE). THE METROPOLITAN WATER DISTRICT. L-5 »:.A».~ N, „-m,; A: � »..,.: RESPONSIBILITY FOR MAINTAINING EROSION CONTROL WILL NOT BE RELEASED UNTIL THE SEEDING IS WELL E. NT ML.ARGEME _> . . » x »wN "" "�' ESTABLISHED. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF CALTRANS CLEANING ANY CHARTER COMMUNICATION (909} 217-4679ACCESS EN .. E ED WITH DEBRIS AND/OR SILT AS RESULT F. .;: . ��. , � DRAINAGE STRUCTURE/CHANNELS WHICH HAVE BECOME CLUTT R QN COMPANY (909)343-5171 w .....:.... z s� T TION PROJECT. GCALIFORNIAE U U CO -� , RUC OF OR CAUSED BY THE COS SOUTHERN CALIFORN DIS We 7951 REDWOOD AVE "RU =t � E I.E. THE WORK INSIDE THE STATE s' °� »"` FREEWAY WILL BE MAINTAINED AT ALL TIMES, Nt 909 357-6585r%E 3 f" : ¢`{ ,> .._:, •.:..:, ., ;..:�z��..�: .. �: �.I���r�e€�. ����:� �a E FREEWAY. FONTANA,CA 92336 ( ) , r 5. WAY MUST BE FENCED OFF W{TH NO ACCESS TO THE WORK AREA FROM THONLYE r ,* 2 "3 �� r.• ACCESS CONTROL ON THE > RIGHT OF Axa> �z `ar PHA SPRINTIGATIf"NN w`LAN :. - �•Xftyr. .:'+v ..'Ei=° `I�xtf4 `f ":'3. ,%i.'Sj'3Q.'p"f.£:�ttt .? H. 3 a §s'-•,�i ��':4'!i. :`. +`'�' .:Sid # b t.1 •`.- °j''+�. '$ :�4"S-> :vt i S,� t L-8 ' :..., ."° -,y�. ,x• : F a. 6 659 9698 =w. . NO FREEWAY RAMPS OR FREEWAY LANES MAY BE CIRR LOSED OR OBSTRUCTED AT ANYTIME UNLESS _•,: :F+`a%i .:\Z'., .,.:..i J'ice' ,x�FTxa T > .<St i:'x$<'K�.� -,• 2YS;- y .",..r.,.a' u. TIeNN . r.: bAN (804) : '. :? . SPECIFICALLY ALLOWED PE THE ENCROACHMENT PERMIT AND/OR AS DIRECTED BY THE STATE°S NOTES: ; ,_ ,.�; ,; REPRESENTATIVE. Vie;.# „wk f sx,. -9 IGA ax, «8 w ::... -.., _:.. _. - ... THE STATE RIGHT OF IRR ALL WORK WITHIN STATE RIGHT OF WAY SHALL BE COMPLETED IN CIL T FACILITATE THE CONSTRUCTION OF THIS PROJECT INSIDE - �. .; :.� 7. ALL FENCE RELOCATED O ACCORDANCE WITH THE CURRENT STATE OF CALIFORNIA DEPARTMENT OF < ,.., N IN THE STATE'S STANDARD PLANS OR WITH A BLOCK : >:: ':,:':>_ , .x :< L-6 FENCE AS SHOW TRANSPORTATION SPECIFICATIONS. SHOULD A CONFLICT ARISE BETWEEN EREC� a _.: < . ,; WAY SHALL BE REPLACED WITH C ` ED ACCEPTABLE LOCAL AGENCY STANDARDS. s WALL IN ACCORDANCE WITH TME CONTRACT PLANS SPECIFICATIONS AND/OR DETAILS PREPARED BY TH GATI`%N PLMr ` r.,., MITTEIRRI E THE STATE'S STANDARD SPECIFICATIONS SHALL GOVERN AS :' =" N3yL, � � I< TE RIGHT OF WAY FE E MUST BE UPGRADE TO TYPE PER RMINED BY THE STATE'S REPRESENTATIVE. s N ; 8. WHERE TYPE CL-6 FENCE DOES NOT EXIST,THE STA NC RETE EPRE CL-6 FENCE,AS SHOWN IN THE STANIRRIGATIU DARD PLANS. jsed WATER.'o A E F 'WSN PLAN Lio 2 S 7 L 4 9. ALL STATE DRAINAGE STRUCTURES MUST ""N &ETAILS BE COMPLETELY CLEANED OF DEBRIS AND/OR SILT BY THE O : R PRIOIRRIGATIO U R TO MAKING THE CONNECTION. ��>.� .. CONTRACTOR # ! T�' i..i� Off}.. 0 � Vc�iiOl� t` BUM � _ � g.:t` ONLY. � C �;� _ zR:.:: � :' ,:{..h..�"� ��.�,.,.-.>v...:..,: �,<�;�;���,;;;�.� LAN R ESTIMATING PURPOSE S .,,,,, ..:«.<.,..«....... .<. -�`.... , �.�.< -� -` F,.. ;.� GHT OF WAY 15 FO _ r,:::..::,:.::.« SHOWN WITHIN THE STA RI } .,,,,.:.,::::..�.,,,.,, _ :.. Y:. R.. s4 : 10. THE STRUCTURAL SECTION S :: •. VW ACTUAL SECTION WILL BE DESIGNED BY A SOIL ENGINEER AFTER NATIVE SOIL TESTING HAS BEEN F, .. THE AC E DESIGN OF THE TRAVELED WAYS,AN tj INDEX(TI)OF 11.0 SHALL BE USED IN TH ; COMPLETED. A TRAFFIC I ( ) ER DESIGN. THE LABOR REPORTS AND THE DESIGN CUWD RECLAIMED WATER GENERAL NATES T F 7.0 SHALL BE USED FOR THE SHOULD K:,, I o To PRIOR r: {. +<:.-„ta,>4N•c..11TtY.iY:tY:3i:h:tStvi.CR\` :,4 F�'SG�iI'i}t EPRENSENTATIVE FOR APPROVAL PR v CALCULATIONS SHALL BE SUBMITTED TO THE STATES R PLAN 4n, LA4 TRUCTURAL SECTION, 1 ALL PIPING INCLUDING DRIP SYSTEM PIPING MUST BE PURPLE& CONSTRUCTION OF THE S RECYCLED WATER. . ANY STATE DRAINAGE FACILITY,WHICH IS ACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT A THE CONTRACTOR ARROWDIRECTLY AFFECTED BY THE CONTRACTORS OPERATION,SHALL BE CLEAN AND 2 ALL VALVE BOXES MUST BE PURPLE&MARKED RECYCLED WATER. -15 - CONNECTED TO OR DIREC ><;,:: Pi...ANTID. L ACCEPTANCE OF THE PERMIT WORK BY THE STATE ADEQUATE CLEAN-OUTS HH : ux . . .... _ _ ,.. OPERATIONAL PRIOR TO FINA IN THE STATE RIGHT QF WAY FOR ROUTE. NSTRUCTION WITH CONTROL VALVES,REGULAR VALVES,STRAINERS& PENINGS SHALL BE PROV IDEA IN ANY CO F VALVES CO „w..A..,...»»,»,».»., ,>. ESS Q 3 ALL SHUT OF AGED ` :<.r..-„««:.:.«.:.:..v..,...:....::..,.,..:.:.,...,.vA::,v....., »,...:..v...» AND ACC <:::: A BE FURNISHED AT NO COST TO > E MAINTENANCE ANp REPAIR WORK AS NEEDED. THIS WORK SHALL - {,, FUTUR ALL RELATED RECYCLED WATER MATERIALS MUST BE MARKED � ,; :.�rt t� �;, .: THE STATE. RECYCLED WATER/DO NOT DRINK”ON ONE SIDE&IN SPANISH ON THE 3 s.,n r. 4.fl A' .. '?' IL 8*4"% & 3rF_'0-rt—::CIFICAT U 0 Xi f :. ONUMENTS SHALL BE PROTEUErAJ CTED OR SHALL BE REFERENCED OTHER SIDE. e} z x s r < ww v : •...-.t....t<.nt<S4 P.G>,. .:?.t.A.c-t„�.t .t•., .,.v . j x ...., 7 I :. � ,w � �` ���� "�,� �{`�.� :E.p. .� � .:...::««�:...> .�:.: 12. WHERE SURVEY MONUMENTS EXIST,SUCH M � � < �} . � -,.»,,,::.:.....:-..��:�.r,..h.:-< _ (NESS AND PROFESSIONS CODE,SECTIONS 8700 AND 8805(LAND } � :. �. :` :��< ;g y:.. .>a,.:.. t ��: p RESET PURSUANT TO BUS 4 CVWD MUST INSPECT ALL RECYCLED WATER PIPING BEFORE IT CAN BE av? x : r ENT PERMIT) uuN .:.. IED. ER SEPARATE ENCROACHMLAN STRUu i UN b r�. ' ' €£� :' ° h, v' SURVEYOR S ACT). BUR (P � _- _.._... _.. L a. ,.. .: ¢q,,,,,e .i .,::.s.,•...it:.•. :r < � 5 .:<;:y;r^GW�_,,,,n f..^..'?: -ss-..i.._?v-"R £ :`::< �>` �vN:.=:�sA -` ' . f:ikk? _ MINIMUM FROM THE EDGE OF P17A AVEMENT. THE SAW-CUTS MUST BE ' 13. THE PAVEMENT MUST BE SAW-GUT 2 MI 5 IRRIGATIQN CQNTRACTOR MUST SUPPLY AS-BUILTS ON COMPLETION OF ------------ £`` � ` :" HIGHWAY CENTERLINE. CATION ' nv T q # � `� Cyt. < PERPENDICULAR OR PARALLEL TO THE STATE HIG IRRIGATION INSTAL y]q $t jj // 02 1 A1.1 .,wy,..oR+<•wt ...•.. .. ,.: :tj 'o?v `c/3 ,mo'3'L,h't:1� '�f 'J � vn 4v r r' z f df. 1 r^ _ NT S `�,.. �,. ;� ,:,.:.v.,�..::...,:.::..», E K SIGN .. : - .:. :. _. :,.:.. ..�.»�. . WITH THE CURB T DRINK ...........,t:<: <,.:.... E IN CONFORMANCE RECYCLED WATER pQ NO - •,:t...,4.�•'.�,':•"`<'i:r.�r.:>:.:." ,,.,r,;,.��,,....-;r+--�,�,^�•��;;;;>::i�..w.,.... G.,;s„ ...� »>m ¢ 6 CTHE STATE OF VWD WILL SUPPLY RE ts• > .�..���`� .,..,»,:........,,,..»».�:..,:..,w.,.,:.v.....Yr,...::�e::...::...:.::.,::,..:...,..:::: .:�.' ,�...�<>:...``. . 14. ALL SIGNING,STRIPING AND PAVEMENT MARKINGS SH N.T.S. EDITION OF THE TRAFFIC MANUAL,PUBLISHED Y ALL PAVEMENT MARKINGS SHA DEPARTMENT T BEE THERMOPLASTIC SPECIAL P ICK COUPLERS TO BE ACME THREAD TYPE&MARKED RECYCLED WATER, TRANSPORTATION,AND THE SP 7 QU UNLESS OTHERWISE NOTED ON THE PLANS. 15, THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FILED BY THE STATE'S REPRESENTATIVE. 8 ABSOLUTELY NO HOSE BIBBS OF ANY KIND HOOKED UP TO RECYCLED WATER. C WATER LINES&THE 0 N S LTANL 16. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS SHALL BE REMOVED 9 RECYCTHE OLEID WATER LINES SHALL BE BETWEENZONTAL DISTANCE FT.AND THE VERTICAL DISTANCE SHALL FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. BE 1 FT, A P MA SOHEET " 17. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED BY THE CONTRACTOR. 10 IF A RECYCLED WATER LINE MUST CROSS �XT o R SBA DOMESTIC WATER FT ON BOTH SIDES OFTHE LIERS ETC. SHALL BE PROTECTED AND/OR REPLACED IN-KIND RECYCLED LINE MUST BE I [ L ENG"'INEER 18. ALL SIGNS,ROADSIDE MARKERS,ELECTRO , ACCORDING TO THE CURRENT STATE STANDARD PLANS AND THE CURRENT TRAFFIC MANUAL,AT NO COST PIPE. ARCHITECTURE TO THE STATE, ...... A "TAN M E eNI 1 8% bUAFE NTITIEoWNW& 11 11 e,*% [ PLANNING LAND UU/A f�% PH.AS10221 -A Trademark StreetMco v PHASE 1AV NU % QUANTITY l Rancho Cucamonga 7 R E I L L QUANTITY -A l Arctostaphylos d. 'Howard McMinnSHRUBS ' 2Q2 1 Gallon CA 917301,mVINIE, -� Arctostaphylos d. 'Howard McMinn' 43 1 Gallon . horizontalis 179 1 Callan �gQ91 484-2801® � horizontalis 94 1 anon Ceanothus g 1 Callan Fax (909) 484-28012 w Ceanothus g. ha 239 CONTACT- BARRETT co co nia 'New ort Dwarf' 189 1 Gallon scalonia `Newport Dwarf' Escalo p 61 1 Gallon Lantana camara 38 1 Gallon Lantana camara 180} 1 Gallon Richard Krumwiede Lantana montevidensis 282 1 Gallon Lantana montevidensis (760) 771-4013z Juni ecus c. 'Pfitzeriana' 0 1 Gallon CA Lic. #2834 AZ Lic. # 29115 -2 - g18 �4, LDcc 1 �1 Juni erus c. 'Pfitzeriana' 42 1 anon p NV Lic. #446 p g2 1 Gallon 128 1 Gallon Raphiolepis i. 'Springtime' z Raphiolepis i. 'Springtime` 86 1 Gallon Z 48 1 Gallon Rhamnus californica Rhamnus californica p 1 Gallon 1 Gallon Rosmarinus o. 'Prostratus' Rosmarinus . 'Prostratus 42 1 a 1 Gallon arvifolium g 1 Gallon Myoparum parvifoliu D yooru p 147 1 Gallon Z Arctostaphylos uva urs i 33 1 Gallon Arctostaphylos uva-ursi a TREES ISIO 15 Gallon z TREES 'Cherokee' 1 a SATE APPROVED o La ersfiroemia i. 'Cherokee' 15 Gallon Lagerstroernia i. C o g 15 Gallon 6 15 Callan Melaleuca nesophU C A Ila Melaleuca nesophilaITRANCo 0`7 1 VD nxr UNIT —- `N E U N K r 0-%F I& ITEw" b A �` TAP — — (3 F T V NOTA -• ��r\'�' 0 .....:..::::•:::::......., ::::...::.-•�-.....-�....:-.::::..:::::::::.......>i>:•ii?T:t>:>'.mi:v':�:>::j}:^::isv+ii::::i:: :+:ii::ii::'i :::ii::::i::!<::::i ::`i::i:iji::�i:ti:?::>':i::::'::i::::::i::?'::i:::i�:ii::i::i`�:t!:::ii'Fii::;vL::ii::i ii::i::ii::::i:�+:»:. WEf"%TEK Z:) U ...................................................................................:............ PERCENTAGE :�a:•>»iii>i::tt. DES (D rn%AMP& — -----------INTERS ATE 15---------- ---- _ot:r.:Eo --- -- ------- ---- ----- SIZE ---- -- - ' FF SHRUBS • � anon T TAL AREA QUANTITY2227,150 ACRES (n E 1 5. FOOTHILL � _ _ . Arctostaphylos d. Howard McMinn' 188 TOTALACRES4 horizontalis 286 1 Gallon . FT. a.D2 % F GTHILL BLVD TO CHURCH STREET Ceanothus g. ho CONCRETE WALKWAY 48 1 anon to to nia 'New art Dwarf' 455 A PHALT WALKWAY 516 T. 4.23 scab p anon Q Lantana camara > &M=4 5D 1 Lantana montevidensis 344 1 Gallon TOTAL PLANTED AREA 151,625 66.75 /a LaATE: ® 1 Gallon L-11 LD1 Juni erus c. Pfitzeriana APPROVED R L- -1 p �1)scApF E No. Raphiolepis i. 'springtime' 0 1 Gallon 4 CITY ENGINEER 230 1 Gallon ° �@ �0 RECONS ENDED Rhamnus californica �a �, DESIGN ARC (TERRA DESIGN GROUP9 185 1 Callan �, CU m L NDSCAPE ARCHITECTURE as acinus a. Prostratus _ SITE PLANNING Myoporum paum 2 rvifoliu 5 1 Gallon `� �g�a re 14221-A TRADEMARK STREET SHE T 3 D A N RANCHO GUCAMONGA CA 91730 • Arctostaphylos uva-ursi 196 1 Callan Re ewal (949)484-2844 FAX: (909) 484-2802 f PERMIT NUMBERS: Date �� JOS No. 0508-5 DRAWING NO. co 7 15 Gallon TREES P i . t 48-06-N-LF-4529 T F4�` CEC ELa erstroemia i. Cherokee 0 F CN J DATE: 5-6-0 LAN 2 34 9 NDSCAPE ARCHITECTURAL P ... ANS 1 15 FOOTHILL OFF RAMP SLOPE PLAN SOUTH FOOTH L BL D TO NORTH CH RCH I Rniz F21 N.T.S. laleuca naso hila 6 10 15 anon 48-SBD-15 PM 9.844 '� SHEET 1 OF 18 _.. - _ I'll 11 11 I I - I I - I VICTORIA GARDENS, PARCEL MAP NO. 15716-2 ROUTE 66 OUTPARCELS - I , / / � 0 / . . * I ` I I t . I i I 1 i � I I i � " " � 1, 0 1 1 , i i ,� 11 !I � EXISITING BUILDING I it i � I , ` - ! � , - -, , I 1 1, 1 � , "g, , � � � I I f � ,I I I +/- f / , , WALL (4 ) . . 1.\ k C).CV.. 5 � � �X. 14ETAJ�NING � �\ � 0 1 � . ,4�� . % i I I I I �.___�____, . , x \ \ \ � "� � 1 li I � , % � I I I 11 I �� ! 11 11 I / f I /le /1p, JA,a 11 Z � � � � f � j'� I i � , - , � I. I a I! I i 0 / k In , .iii;�=I , � IQ 00 ,;Pb_ I . I % I N ■ � IQ ,)� x \ % \ , I I a Is,5 I a 5 '. --m-9-------iiiia- ----— ,�,, � . / � . 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(RTE. 66) AS SHOWN ON CALTRANS RIGHT-OF-WAY MAP EXISTING CHAIN-LINK FENCE TO BE PROTECTED IN-PLACE. --- i�A NO. 401594. DATED JULY 30, 1970 AND CONSTRUCTION PLAN NO. 390535; e FOR NOTES AND LEGENDS, SEE THIS SHEET ;;� < 1 DATED AUGUST 28, 1996. Cc w MWJM0ffAW=M=WMW I- 0 co 17 INSTALL SINGLE ROW OF EROSION CONTROL STRAW FIBER ROLL ALONG FOR CONSTRUCTION DETAILS, SEE SHEETS L-7 I < CL INT. 1-15 / FOOTHILL BLVD. = STA. 304+15.36 om 0 Z�; EDGE OF CHANNEL PER NSP H51. REFER TO DETAIL B, SHEET L-7. FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-10 Yw - Cc Z 0;., � FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-15 0 15' 30' 601 1 1201 _____ 3:co ;_�o cn�- - 111111-1111m. � I'll',,,=,=, - OCO DESCRIPTION OF REVISION DATE APPROVED F-0 (D a: � I I- � 00 ALL IMPROVEMENTS SHALL BE PER CAL TRANS 2006 TZ - 0< oww% Zx - I ff , pt 1 &--% _4�0) STANDARDS, SPECIFICATIONS AND PROVISIONS. I I I I 1% 1 S0 IIIIIIIIIIIIIIIIIIIII "' ITY % f r-% ANC% Fin 0% ur-% a 1 #"% A M U A U)Z i U, L j U \j (5§ - Z< I ! §Cc -W-"'d-4 r-"-w--1-N-% <0 0:i� I � N -1 I 0 0) -L i6,9 I - WhN,I'hKN NO'I"T"-w E' OF IN'll"E"'W'"A"'T" 15 1 __ , m3: , I -I, - y--qz-%,--., � 0 . I _UU " - 1;5 I q-, 11 I � 1�0 I __1 .. 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I I � I � I . - � I � I I . I 1 14 2 . c �_ c E I- cr. 2 c c � 1�1 e-%f-% 0% A 0, I STATION NOTE: N I I R 0 IL 1%I I N Ar lk%,EEZ%� I N I R LL ki r /-%I Tq , rl %j § mum U b U % 2 U U N"'3`"T R l " ""T I `N No 0 T E ffEE%L C%rpl'w&O ir,.%j%E%) rrml%E F E`E N 'E e% cc _c STATIONING SHOWN BASED ON CENTERLINE INTERSECTION OF 1-15 AND .0� ZZ � W U2 INSTALL 2 X 4 REDWOOD HEADER. REFER TO DETAIL E, SHEET L-7. tr FOOTHILL BLVD. (RTE. 66) AS SHOWN ON CALTRANS RIGHT-OF-WAY MAP FOR NOTES AND LEGENDS, SEE THIS SHEET I - NO. 401594. DATED JULY 30, 1970 AND CONSTRUCTION PLAN NO. 390535, /0-1%. �f FOR CONSTRUCTION DETAILS, SEE SHEETS L-7 9 DATED AUGUST 28, 1996. - - - - - - U3 EXISTING CHAIN-LINK FENCE TO BE PROTECTED IN-PLACE. PERMIT NUMBERS: �� z 01__�l FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-1 1 �i CL INT. 1-1 5 / FOOTHILL BLVD. = STA. 304+15.36 08-06-N-LF-0529 a ^ ^ If 1% C all-, v 'I'VE Q4) INSTALL 6'-O" HIGH x 16'-O" WIDE DBL. CHAIN-LINK MAINTENANCE (VEHICLE) ACCESS GATES. FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-16 08-SBD-1 5 PM 9.844 c ?!�� REFER TO DETAIL A, SHEET L-7. — - I 0 1_6� ��ll I I 4 <�l ,_� ALL IMPROVEMENTS SHALL BE PER CAL TRANS 2006 1 a ca r'. 0 -.%� Q J6 EXISTING TREES TO BE PROTECTED-IN-PLACE. .. _<��K�" ���l 1_­-� STANDARDS, SPECIFICATIONS AND PROVISIONS. I emawAmmommummummummummmmum (17) INSTALL SINGLE ROW OF EROSION CONTROL STRAW FIBER ROLL ALONG � I _.___j [a \-� EDGE OF CHANNEL PER NSP H51. REFER TO DETAIL B, SHEET L-7. I .0---- ig U8 INSTALL 12'-O" WIDE MAINTENANCE ACCESS ROAD. INSTALL 4" AC OVER 4" AB 11 PER CALTRANS 0 15' 30' 60' 120' I DATE I APPROVED I DESCRIPTION OF REVISION SPECIFICATIONS. REFER TO DETAIL E, SHEET L-7. � IIIIIIIIIIIIIIIIIIII = - .110� I I I I 11 I i C" ITY u"% f R` A NC 'HO C lull C A M On% NU"=% A I : r U9 INSTALL 6-10" HIGH CHAIN-LINK FENCE . REFER TO DETAIL A, SHEET L-7 IIIIIIIIIIIIIIIIIII i - I r Z:) -%N f` I r-"" E 0 F I N T E Fl"E")T A TE I-A 5 WE"TER o U A I I "Y - - \ d - - - - - - � /%,, , A M rm% I ... \9 ,� I, .( I 'I-, ., Ft"NOT" ILL OFFEEERA F . I I �>ll � I L__�,__ I I . . I -- I . . . . N I �T___ I I .1 ,­ I . � FOOTHILL BLVD TO CHURCH STREET ,\\\� 999aw-lu" .. �_ I � . - , �llllzl - �/l \N , - -/ZZ - \W- 9 '/,*��S,l 11 . .� ,� 11 'PE%fpN a I "�",\, I� \ I %�Il ,;:i �Qll, � , I \ / , "TION PLAN 11 � " \ SCALE: 1" = 30' 1 " I I I -1. �l , F", . lk _,�;o \ X /"/ 1 11, 'Underground Serv'ce Alerl "\\ f NOTAPART - �I, I I\�I� `A 1�,6� 1 1 - 1-0 I - APPROVED BY: DATE' 5-/ 19 ,V, NOTArART . . - '. I I ".. \ V' If _4 . - a I `-'*-.,-, '""", :�:...:: :.:.:.:.:.,.-.:.:...,.,.-.,�...... " � . w/,191 - ,� i I I .. .. .'-`.**`.111�� -oq_o73 - :mm . 01 rl CITY ENGINEER V _...........,,,,,,,,�, ---r,'' --l-rlr�-- -�--�-'�"'�� RCE ). y , � - I ---" .- Call' TOLL FREE I x-NU\wz11-,I \0 _ol M DESIGN MOM-0-0 ARC RECOMMENDED 0 cp HiTERRA DESIGN GROUP - 1� - 0 LANDS E ARCHITECTURE I = I E - I � SAS SCIAITP PLANNING 97-ple- m_ na e L .4 1022�-A TRADEMARK STREET r__ " 1 -800 VINE, 1/)ate —_ DRAWN RANCHO CUCAMONGA, CA 91730 SHEErf - I M lKv E Y M A 1-j kp _VT�_� 1� SAS / PSC (909)484-2800 FAX: (909)484-2802 :E2 I'll, Date L-5 Q_< .-�l 10 . to CO �Q7 `r_ JOB NO. 0508-5 co- 0 F C N, DRAWING NO. -0 CO . "_- Q_lD TWO WORKING DAYS BEFORE YOU DIG JRC DATE: 5-6-08 RLA NO. 2834 I'll ________ I I I Z?,07, -L I I I F_ I I J_I I I I I 0 ­ 01114�_� " ` .... �is . 'To I LT-1 :%;;.- -� L j��_i_i�i'--�--­,-1 .".. " ,,, � �0. '. - , vi � I A t_ I I I ­ 1 ------T - i ­ ­­­­... ......7....7......7- -.1-1�-,*-",--,*,---,-.---,�.I- lz:�5 _E -1... I— -­­ - -__l-.___.-.. .... ... � _ : -1 - - �__1.......:::.i_-- - _-�"�.t___._._......7..... . ,--,*,t l-". ....m SHEET 5 OF 18 1 1 � -11-I - r 1.-- I ­_­-1 ----1--" I­- - I.,­l­l____l__________._� -------�.-�--'--�-.--l-�--,------.�-,-�r-I -I-------...11____­­­_ ­� ­­ -1-__-___-_-1-I- ­­­­­ ­­­ ­­ ­­______________ ' '-��-.-------.�,----,�-�.-��.-�� ____ , - . __.______ _7_� � ., � " - , _________________, - , '' ." .�-�,-"" ,'',�,�----��-,---�----"�.-,-�-�-----�--.--�--�,,�"",�-,-���.-�-,-�-�-'I ----,-,--�����----,�,--�-----�-���-���r����---l-'�I I 11 I'll-­­-,--- __________,__,_,_,-,---,-"'11- -. . .... ­­­- ­­-­­-­­­---- - -------------------- ---��-­­­-1-1-111-1--r-­­-�--- 11---I--1---------" , -"",,-,-------------------,-"""-,---,,--" , ", , I I I -­__ * ` ® a 1 CONSTRUCTION NOTES INSTALL " ASPHALT OVER COMPACTED SUB-GRADE. TO DETAIL D, 4 % ® ... ° SHEET L-7. 2 INSTALL 2 X 4 REDWOOD H A R TO DETAIL D, SHEET L-7. % . 3 OMITTED. Q�'` 4 OMITTED. ► o P t 5 GRADE SLOPE AT 2:1 OR FLATTER TO JOIN XI TI . 0 00 6 INSTALL 3' ID ' I H CHAIN-LINK GATE. REPAIRI I G CHAIN-LINK FENCE AS NECESSARY AT NEW GATELOCATION. R F ' `•, DETAIL A, SHEET L-7. 7 PROVIDE SMOOTH TRANSITION AT PUBLIC SIDEWALK. .. . \ R.Q.W. — t \ N, ` ° M :mow, OMITTED 900 9 OMITTED. \ lk \ \ % UO MITT D. \%\ C EX. ACCESS R MP t 11 OMITTED \ \ e 12 OMITTED. ; EX. RETAINING WALL t 13 EXISTING CHAIN-LINK FENCE PR IN-PLACE. 17 EX. CURB 14 OMITTED. f 49 (15) OMITTED. \ \ \ e \ P 16REPAIR ALL IRRIGATION R M V D OR DAMAGED DURING CONSTRUCTION. PLACE ALL SHRUBS ULC I T D ` R DAMAGED DURING CONSTRUCTION. CONTRACTOR SHALL % y\ \ \ \ \ y \. 7�® .49 �,, r � t PHOTOGRAPHICALLY RECORD ALL CONDITIONS WITHIN ADJACENT TO THE CONSTRUCTIONAREA f TO BEGINNING WORK AND SHALL FURNISH COPIES TO THEAGENCY 0 \ ... \ . ,: �, ` REPRESENTATIVE AND LANDSCAPEARCHITECTPRIOR \. ` 7aQ ®� \may, '`�' BEGINNING WORK. EXISTING WEATHER STATION 17 INSTALL SINGLE ROW OF EROSION CONTROL TRA FIBER ROLL ALONG \' ,® ' ,• EDGE OF CHANNEL PER NSP H51. REFER TO DETAIL B, SHEET L-7. ,�. •y, , ► EX. WATER oP EER SERVICE % \ #�' �q \ \ C)01 ALL^ I MPROVEMENTS SHALL BE PER CAL TRANS 2006 ®• `\ ` \,.\ \'• y` ,` \ ''\ >•♦ ` '\ • `, ,,,♦ \.. -..,\,` :' ' ',. '�, �, \•.yam` .. \ \ 17 IM OF ORK STANDARDS,0000000000 PROVISIONS. \ \ Z ommomme memo moon \ ® 0. �, \ ,` \ \ '` \ \ \ \ •, '\• \.` `` ` •\\�" \ \ \ \ \ ' ,\ PARCEL LINE _"A4 h A D I NU" L EU" E N'D 1. 72.95 FS EXISTING GRADES 16 \ w f�� �? 70.31 FG �► \ \. \. \� e� Pr PROPOSED FINISH GRADES \ \ \ \ \ ` EXISTING CONTOUR LINE \. 2 00 j \ \ \, 2 �' EX. SIDEWALK \ \ \ \, \ \ \ 6 5 EX. CURB& GUTTER %`c p y .. \, \ \ '\ \ \ \ `, \ e � \ `' \ \ \ `t \• \ '.V 13 ` \ \ ` co 10 16 10 \ \ \ ` \ \ \ \ \• Q� \ \ Q* P O O \ \ \ !1 ` \ ` \. `♦ \ ('°�(O '� ` ` R.O.W. w 10 .`Lo 10 Ca 17 \ \ \ \ \` ` PERMIT NUMBERS: 17Q 08-06-N-LF-0529 0 10 y ` ` ` . 08-SBD-15 PM 9.844 r 10 \ \ \ \ \ \ \µJ _Z Q CC C3 Z X DESCRIPTION OF REVISION 7-�pAI'E APPROVED l.+ OVED F- 0 ' IT " U,-% f RAI'\J' C ' ' u Cu' ' CAMUOIN16�c_ STATION Q C!) s WEzE'w)6TER"%1k\j' SIDE O"kF INTERST/_\TE 5 t3 STATIONING SHOWN BASED ON CENTERLINEINTERSECTION OF I-15 AND FOOTHILL BLVD. (RTE. 5) AS SHOWNCALTRNS RIGHT-OF-WAY MAP 'THILL OFF-rom"AM ""Fem" 441594. DATED JULY 30, 1970 AND CONSTRUCTION PLAN NO. 3905353 \ -_ �f � � 0 DATED AUGUST 23, 1 _\ 4qc BGS �" \ FOOTHILL BLVD TO CHURCH STREET CLI T. I-15 / FOOTHILL BLVD. = STA. 304+15.36 Qw t oSCALE: 1'° — 10' TKO 0 ION E N LA Rb"E M E ON T rA Nv r y nuxnrarr ,.,, � "4' 0 S C A , i , under--Qround Serv'ce Alert r+or s rnxx a �F p+ a..... • ® CPO% CITY ENGINEER - TOLLFREE co RCE No. Ifpy 75 _________________ '' -__.__--------------------- m DESIGN AR` HITERRA DESIGN GRGUP ENDED LANDSca CA A SITE\ CAPE ARCHITECTURE 1- 1 -8001r EvXSHErr 31A 10221-A TRADEMARK STREET 11" Owl ®' Date DRAWN RANCHO CUCAMONGA, CA 91730 �, ew I ,` C (909}484-2800 �Ax: t909�484-2802E < 422-4133 Date G4� L-6 F C 1, CHECKED JOB NO. 0508-5 DRAWING . Q TWO WORKING DAYS BEFOREYOU DIGJC ATE: 05-06-08 RLA NO. 2834 ET 6 OF 18 _._.,,.-.__._.,�._____,_ GIST COC:NTY E "20U7E POST MILES SHEET' T07M14 C POST Mt LES SHEET TOTAL pf ..,—._9 -OPAL PROJ_e CT tAO, SHEETS p DIST) COUNFY ROUTE ! TOTAL PROJECT i_NO. SY.EE iS ' _I_ REG I57EREU CIY:L ENG:NEER_ Q4�Ttss toga 4 Stake.•--- - Stake---.-.--.--.. i �] hewo f�o M 1'-6" (/a. May 1,2006 C{enn DeCou Rope_..'--� .._ Rope ._ _..._ Min LICEN5 L SUAVE ARCHiTEC —Sfp pnDSAPF�cyf _ Fiber Roil _ u c3g541 x � _ � December 1,2006 __ V PLANS APPRpVAL DATE ¢ � Fiber Roll- - 9-30-07 Fiber ROI I-- _ PLANS APPROVAL DATE p ,y r!»Sto a of CallfwNa ar(la offlmre cr C Yll 4 Excavated- /1-xi g4 agents Wa nw ba rasavrsl0.'e rw tla ocmiray S / ., Ina Sfala or ColrforNo w fib arf(wrs w cw%'elw+ass of elbalroMa a�pfas or tKs plan /a2'a,.cath" material 77.S 51v11 r&0a rebfanc(afa tf s a r a SIF�. CdLt�e� Brace to be removed after Oil other b Notch• -\` � rocas 51v1rass of aaPr I c f fence CORStrUCtlan is completed 7ogdiottaCo/traswebslfe,�laFltR//rnmdaa� k as — bleat. unless otherwise directed by the IN! T' ---F_ T11 ppnadafad f Line past Engineer Siape.---_- �� Slope- 'o,, Horizontal brace with truss rad may be _8'-0"Max Stake —' used as an alternate to a diagonal brace Horizontal brace with Gate � r. � n� � Tension wires Line post Brace 3/a steel truss rods panel O Gate post Vertical stn Latch _ —� i Diagonal brace P � Y post �� II o III t� 2`-0" 2'-O" 6 II %z"X %z" NOTES: X -c Notch ____ Diagonal brace 1.Fiber Incl nationg varies depending upon II �� or slaps inclination. iv Truss horizontal brace with ; a rods truss rods SECTION PLAN2, Installations shown in the perspectives ' ELEVATION are for slope inclination of 10:1 and steeper. ®p EIDER8QL�, FIBER ROLL STAKE NOTCH DETAIL 4 C I ��P I d 0 AQ A '0 iC\ //AQP /.�\ Y00 Q a c o PCC o. .__I_ 0 4 > o e ° L ;d a e TYPE f t PCC ? d H 01" d a 3'-0"at Gate post d t 10'-0" .e 10'0' . _ Gate _� � 10,_O F �7 -- ---- Not less than 3 times maximum cross Line posts at 1000`-0"maximum intervals Type CL-4 = 4'-0'"fabric��� Length as specified Grading conform �I END AND CORNER POST ASSEMBLY section of post with minimum of 8" braced and trussed in both directions �� Grading Conform 2'-6"for fabric less than 5'-0"high except that this bracing and Type CL-6 = 6'-0"fabric or Top of Slope or Top of Slope 3'-0"for fabric 5'-0"and over 2'-6"for fabric fess than 5'-0"high trussing may be omitted when the 3'-0"for fabric 5'-0"and over fabric is stretched by the equipment 6'-6"Below — 6'-6"Below �I Grading Conform / // Grading Conform GATE POST p I FENCE GATE NOMINAL WEIGHT E D HEIGHT WIDTHS ID PER FOOT Fiber Rolle Spaced / Fiber Rolle Spaced Equally Along Slope / Equally Along Slope (See Notes) See Notes) ([ ( Up thru 6'-0" Z%z" 4.95 LB �� � fff Over 6'-0° q•" 10.79 LB Varies Varies �,E 6'-0"and thru 12`-0" TYPICAL MEMBER DIMENSIONS (see Notes) Less Over 12'-0" —5�� � 1 R/W R/W thru 18'-0" 14.62 LB 1 i LINE POSTS END, LATCH &CORNER POSTS BRACES Slope Inclination Slope Inclination FENCE Over 18'-0" HEIGHT ROUND H ROLL ROUND ROLL FORMED ROUND to 24'-0" 6" 18.97 LB 00 6"or qs ID FORMED ID [] IO H ROLL FORMED Max Fiber Rolle Spaced / / �/ Fiber Rolle Spaced specified or 6"ar as specified 6' 1 „ T s z s ( Equally Alonq Slaps Equally Along Slope /z 1/a x 1/a" 1/a"x 1 { Up thru 6'-0" 3' 7,58 LB 9i shown an or shown an & less /a 2' 3/Z"x 3/z" 2"x 13lq' 1/q 1%z"x 1 s/6" 15/a"x 11/q" 1�q"'x 1/q" d (Se®Notes) ---Fiber Rol I (See Nates) detail plans 1 detail plans Over 6' 2" 2/q"x 2" 2"x } /z" 21 1 s s f pheu 162 0" 5°' 14.62 LB Fiber RoII tree Note 6) a 2/�' 3/2'x 3 /z"x 2/z' 1/q" 1/z'°x 1 See Note 6)—- 3 Over Material Stagger-Joints lb 1/8 x 1/q }Iq'X 11/4' -- ! Stagger _®' Excavated Over 12'-0" gger Joints Stn 6'-0" thru 18'-0°' 6" 18.97 LB 5`-0" O"to 10'- .� _ B to 10''0" 5'_ NOTES= all Over 18'-O" 5'-0" Above -- 5'-0" Above06 jj 0 ' p Toe of Slope c to 24°-0" 8" 28.55 LB Tae of Slope � r ' s• � •'. 1. The above table shows examples of post and brace sections which may comply Max , F o p v with the Specifications. Max HIGHWAY 2. Sections shown in the tables must also comply with the strength requirements Above post dimensions and weights are minimums. I i OTHER FREEWAYS and other provisions of the Specifications. Larger sizes may be used on approval of the �l HIGHWAYS Engineer, - Grading Conform Grading Conform 3. Other sections which comply with the strength requirements and other -- --- or Toe of Slope or Toe of Slope provisions of the Specifications may be used on approval of the Engineer. � FENCE LaCATI4N STATE OF CALIFORNIA PERSPECTIVE PERSPECTIVE DEPARTMENT OF TRANSPORTATION j 4. Options exercised shoil be uniform on any one project. STATE OF CALIFORNIA " FIBER ROLL (TYPE 1) FIBER ROLL (TYPE 2) ' DETAILS 5. Dimensions shown ore nominal. DEPARTMENT OF TRANSPORTATION G. Offset to be 2'-0"at monument locations,measured at right angles to R/W lines, 66 ' ROLL) Taper to achieve offset to be at least 20'-0" long. CHAIN n NK F N ` NO SCALE O SCALE INSP H51 DATED DECEMBER 1,2006 SUPPLEMENTS C"H A I N- L I T E N ��� _—�—v THE STANDARD PLANS BOOK DATED MAY 2006 E T L 51 _—_.. _,_..__._- .— .._—._..� _�._._ _.._._,_.. _.— ._..._—.. _.....®_....,-..�_.�_.... 1_57.:0§_ . L__...._........,-. -.. ..A� _ _. ._. _.__.�.._ _..._� io-os-a, EROSIONUINTRC"L_—...,.STRAW R " Erm"' ROLLSL — N T USE SCALE: NTS SCALE: NTS ALE: 41-011 21.011 121.011 21.011 1 2 2 – BI 2 1 2 3 — 3 3 3 4 4 LEGEND LEGEND 4" ASPHALT OVER COMPACTED RAD INSTALL 1" iI „ V J C NT GRAD 1 4 ASPHALT OVER 4 COMPACTED AB iI. INSTALL 1" ABOVE ADJACENT FINISH GRADE. 4 ROUGH REDWOODHEADER. 4 ROUGH REDWOOD HEADER.. 1" REDWOOD STAKES EVERY 4'-0" ON CENTER. PROVIDE 3 " N U L TA AT ALL SPLIC 1 X 2 REDWOOD STAKES EVERY 4'-0" ON CENTER. PROVIDE DOUBLE STAKES AT ALL SPLICES. SCARIFY U RADE AND COMPACT TO 90%. SCARIFY SUBGRADE AND COMPACT TO 90%. 6- " HIGH CHAIN-LINK FENCE PER DETAIL 'A', THiS SHEET. W A L"A ffs M A A ASPHALT ALK"WAY It L.X PH ASPHALT INTENN""CE AD C L : T SGAL : NTS LU • CP M �Q SCgp� .A -a U1 Z nature 1-08_ en i Da ate PERMIT NUMBERS: �®F°� F ep 08-06-N-LF®0529 a 08-SDD-1 PM 9,844 Z x ce 0 u> 0 Z 0 (a Z Cc 0 1% IP TIVOIN 0% F R E V 1��o u NDES DATE APPROVED co COD IT A N C1 10""" AMUINGMv 0 f H U bZ ZIL -A 5W E S" T E PH""6N 00"" 1 Urw%E 0 F 11"N IT E R T T E U L'd It "" THILL 0"' FFAm""'Am m "" Fuu vir FOOTHILL BLVD TO CHURCH STREET 0 III T F3 U C%T I N D E T M I L S' Ct U Q) APPROVED DATE: CITY ENGINEER RCE No. DESIGN ARCHI RRA DESIGN CROUP RECOMMENDED SAS LANDSCAPE ARCHITECTURE SITE PLANNING PV 10621 CHURCH STREET, DRAWN � RANCHO CUCAMONGA,CA 91730 SUITE 106 (909)484-2$00 FAX: (909)484-2802 E CO SAS / PSCQ L IMPROVEMENTS SHALL BE PER CAL TRANS 2006 CO STANDARDS,�10SPECIFICATIONS PROVISIONS. E N . 0508-5DRAWING LO JRC ATE: - -08 RLA NO. 2834 ET 7 OF 18 ___ STATION NOTE: TA I STATIONING SHOWN BASED CENTERLINE INTERSECTION OF 1-15 AND FOOTHILL BLVD. (RTE. 66) S SHO O CALTRANS RIGHT-OF-WAY MAP . 401594. DATED JULY 0, 1970 AND CONSTRUCTION PLAN NO. 390535, DATED AUGUST 28, 1996. V1C%TU`- R-ft1A 15716-2 - Ill CL INT. I-15 / FOOTHILL LVD. = . 304+15.36 a NO. ROUTE 66 OUTPARCELS AS-BUILT PLANS REFERNCE NOTE: U'L ALL IRRIGAF B TTION AS-BUILT PLANS ARE BASED UPON PLANS PLAN MARKUPS FROM THE CONTRACTOR TOLLY / LANDSCAPE,DATED ON 4-03-09. p . �I �' i EXISITING BUILDING p # I r I G'� � I c'� 10, \ EXTEND MAINLINE 3 WIRES AND % OAll FUTURE WIRE NOTE: � � O I X. ETA NIN W LL ( ' +/-) !l' FOR ELECTICAL CONNECTION CONTRACTOR TO E TE ' ONE COMMON WIRE FROM CONTROLLER 'A', AND # I qIq INFORMATION,SEE'TY I L ■ ■ ■ ■ ■ m ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■ \•4. � �`ti � f5� ■ ■ ■a ■ a ■ 11_ _ �'� /� r j CONTROLLERNOTE. TERMINATE IN A GATE VALVE FOR FUTURE. � }•/1 ■■■ ■ ■ 11/4 2 A-25-100 06, cep �'p % ® x_.�.......�. ._................ /� y 801M a G s pa a ®� a \> ■.... .. .iiil .._. ■ ®fit ��P a ..•,...,,,..„„ b, � 0(\ \ � a a a a _, __.., . , ♦♦w--■.-■ s a 6, O j lk '� / O O EX PA114. K I N a a a a a 4{._.�._.,:._.._.. 3/4"ii- f..11. •.,U,.., ._.._..�.�„-..,,,'•...k, . •. .- t t. ry y11a-8) a a -.. 7,k,.) 314" / G 11 ■ , t t ,}/ \ \3 N EXISITING BUILDING X f�'O� I `� ®\ `�j i9 ;:. -: a a t _.._...._.._ l ""1 1!4 w' pq /,- /4 aS- 1 1/4 t t //,/ 'c� ® \ i a\ `' 3/4'� a..... ,.,,,_.. __..................,._-.,.._._..,....__-x.. -.,_-.._...,_ __ - a ff xl�; ,* • 60\1 a a �% I, *% \ 11 \ E\X\ U ER \ 1 N ..,. 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O F c� 1 , �5` « '�' v O 1 .. ._ f0 �' O s i 4 �r tz _ I 4 ,4' .,. h `v� ,a 11 `N V t.. fG%" \ \J 1 1/2 4 .�.f J 3/4 .. t t :\ �0 .,. t NTE: IN Q N R G �"``�.•. A I OSS ... NINE RR G 3 1 MAI L $� § / I 11 ... 44 II ....._,.... ..,�.. II �//�� /4 .3 -1 3 •d' t 1.a Ill \ 4 /4 .3/ /fir. ... ._ ""+. t . w(4 __ k 3 !4 _. 5 _................ .... �.......,.., MAY 2 ~11 -5- � 006 : E . � /4 N ARD PGS .. ,. �`3 t A D S ,a c� EE T O `3 !4 t \ i _ t r z' - ~1 - PER INSTALLED :'�::�r ,F' V...,.. .. SHALL B E ...__... I LL CONDUITS S -A-2�- 0 � 0 DU S ® 5 C I ��.. t i F _ 1 ,. `� S ,�''7 t V 4~y 4y,,,~' _ 3 � A 2 1 �: R SHALL LL -.� CONDUCTORS S . � DUC N .CO 'k• t I 20 5 a3 ,r .. SECTION S II .. G a � S ..._ , II t REFER TOP C G. II 11 --.. r'' � , /4 4e In { 14 �1 27. .:�"-� ``s TION 2 -5 a T 0 R EC Q :�� ED PE S f INSTALLED♦ E S { ■ ■ t B 3 /4 m 10 I. \ t ,�A n , ``'4 :t T ■4 a. 1 14 a L �F m 4 t 1 112 m ■ �, 1 m ♦ m t IL / w£ m s l S EE 4`' ♦ ■ THIS AY T T S i [ a y FO R L OUT, t �,;" mtf P♦ bth II t'' A F �F a /' it W f , H BEL (/�^/� t .{ t SHEET 0 ♦ ♦ a.. 4 _ �'\ D LK 3 _ ..�` EWA i. II EX F` .+�Y N II t TR FFIC S IG 1 112 A s -n I SIGN EX. � �„TRAFF C II E/\` TR FFI S G ," A C "wz ,� TRAFFIC `-EX. ♦ AF C t fn EX. 2 1 �a 3 '''4 11/ t i. ✓ n . r;,r �+„: t , ♦ 1V w �,. 4, P" f �i A t f^ Y�Ta 2 ti'a "Se I N _.. ~, S G �a y •``�4 it t t �"� `1 t I N Q'� t t �,,r w �� FI S G .--�""" TRAF C k ,/"� it /4 t EX. ♦ 3 > 4 Y •` 1 .....v.4y4 ..,M1 n N..a: , 4 I fv . , ,.4 II 1 114 O ` f .�' ,.,, >,•� ...._..._� '"�., ...z: ,.-� ...w..... �"`^�•.'``�,. .� t ♦ f`� , ham., f'' , . t r, f ,.. - a w .. v, , t5 d 1 •4F 'ar. `+w t h. l F , Y w '11 I .,,.....___.,. , ,,,.. '\, ,"•.. 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R MO w h '•� TR LLE S T N O f I GO � EA THE RMA C T LL 2 , F' T N A T R I 5J k V TRA O N G '\ O 4 t G 1 '3 /4 ^1 112 1 f 4 } . f 14 t , D T 2 E O � ,W"4 f r`' P R V I '4 R HAL ��. _ fF'� _ T S ��� �-24-1:� - TRA O �"-2- _ C 2 _ N Ff - - K. CO ,�''-F - R LOG R A �� D VA S ', ,., M t P VFO �.. f -D VAC 4 FS S AS 8 :�.. M: f f �4R c t `�4 4„ M�. \\ , we. t _ TIF r B FO R A INE E G 4 L SU v' i ENC O , r y TEEL _ �n� E S S .... -��. f' T INL S E M BLY INS r rF ' VE ASS N_ 2 2 AQUA // AS '4 ♦ �/� 1 V W \ 1 II ;: 3 F J f °•C w y t''4} 4i�4 /'') t I 4- O l/ R R AL E E �\l , ♦ T I r LE C B X E C <. T NG �: -� D O f 1 S !4 R AN \3 r TR LL S N O TI NCO � .--• D AY RR A O A W F ( ) .,h '�ti.. �, ` ~11 3l4� r �.. ,,•/4 t ,�� P F 4,� '�� K-U O F FINAL HOO `�; tMY TI N O t ,d / RDINA O P -A 16-10K. GO f:. DEL N0. S RE MO ��.� -�� �fF. ENC LOSU i r• ''\ t • y �((^� �/ f, NTRAGTOR. j r 11 �. B LITY OF THE IRRIGATION CO r,. ,. i� '\_ LL BE THE RESPOSI I �' 1 CONTROLLER SHA 4.,\ ,. .ten �w, 314 :- \: R HALL BE t -T t O c' `ry D EXACT POSITION OF THE CONTROLLE S O ", �=B-2 t EXTEND MAINLINE 7 WIRES AND FINAL LOCATION AN �° (y CONTRACTOR TO ,( } ,, __. :4 t 1 1/4 `` .4, t t ,h c� ° CALIFORNIAEPARTMENT OF TRANSPORTATION CALTRANS). k " \.\_ , 4 "3/4 11 II f eft h TR F`ET. IGHT N COMMON WIRE FROM CONTROLLER A, AND APPROVED BY THE CALIFO NIA ONE CQ , ( \, ``,, \. 4 4 ♦ L,Ih 3%4 1 1/4 ' p ,. EPTANCE OF 4°�, \ ��'` 314 11 "hry - MINATE IN A GATE VALVE FOR FUTURE, CONTROLLER SHALL BE OPERATIONAL PRIOR TO CALTRANS ACC ` F TER ,, \.. '� ,� 1",I.4,•.,t t ry 3/4'� \;3/4 ..- -11 ,,ar \.. 16) ® ..l T y o PR®JEGT. \ \ '•4 jF ;..,4 �'.` ♦ Ott `'w t 4,� %,",/ ~• r II EX. INLE "` ' t` ,., at 3/4' iia/4'r'...,\ 2 �r?r /4 }►. 6 ,. 1 1/2 '..,,.,. a ( 4 ,•4 I`, w !�� t 314 ,, .., ;,..�3, ", INTERSECTION E TION T '11 _.. �� SIGNALIZED IN E S C PROGRAMMING WITH 3 \.... \ EX. SlG COORDINATE CONTROLLER P OG h CONTRACTOR SHALL COO N' \,,' 1 \, n �/ ' I I TI ,; EME T. ' \. / T REPRESENTATIVE. . :: , 4 \ N. f REPRESENTATIVE OF CALTRANS AND A WEATHERA IC , h j A REP ES t r ' IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY :, THROUGH:UGH. I. 3 t F " � w �4 j INSPECTOR AND WEATHERMATIC H O CONTACT CALTRANS lNS G INSTALL, r CO CONTRACTOR TO S 4 t ,.\.:.'N* ' '` \,,\" . \,,. a 4'`4 1 HALL BE INSTALLED IN ACCORDANCE WITH THEIII \ ;~ 4 � S 1 ff. '; e �, BUBBLER PER PLANT ` ` ' t `'\..`''`'\',1` 's l `\. 1 1(4 , : 4 ``\ \', PROVISION IN SECTION 20 5 IRRIGATION SYSTEMS OF :• f T 1 GOLETA CALIFORMA 93117 ,: t j AQUA-FLO SUPPY INC. 30 S. LA PATE RA UNI 0 1. ♦ 314 L` 3/4" x'r�a � t E IFICATIONS. t VEL AWAY . 4 1Y' Z., - \snQ p f THE CURRENT DEPARTMENT S SP C 909 FAX: 661 273-7202 PHO: 805 895-8 , } 9 ,�:4:i 3/4 of 3/4 4 2 \ �, i'3/4. \, 11/2-3-B-24-9 /2 ` 11 11 r �. �..n.....:.,-,.,v,.. X i \ N ZE , N- VALVE SI //°�� w B TT R sr ;\"\ /2"-4-B-25-1 ' R & GU ':: :� :: ..:..... . ;> ��< 00 \ EX. CURB f i.4 t `:' I�. /4 11 x :, f - _ 4 S. 314 _ STATION # `; \ F .. . , 11 V t - 1 1!2 \ �° k` 11/2 5-8-30 120 N ". •• '4 +. ♦' •.,,�. '1144 \. 'nom R # I h \ GONTROLL EX. GRATE INLET -,,\ `,. y a 4 t TI w D AT :: \ 4 R CLAI :.. ,. �\\ , ARK :> "'.: t \:314 m P F VALVE IPI P I L �`� G M O \ 4 .314 �.. 4 1 1!2. '�ih I "I { D LJ POTABLE.L s 11 ., q ~~. # F HEADS ILL o (TIAL YS YEARS. Iit /4 K. T AVAILABLE L 3- Y 3 Y \\ . T ELE i A AGE OF 1�AV WA `:.:3/4 1 o =` T .:. YS x� 0 41e� L S I T G YC I T LLA ♦ �1 H ,.,,.4 T , ,e�4 4 I I X t r F 11/4 6 A 25 100 :: 3/4 h T I it LAI S STR G k h T TH U N G „�` 1 ;, ■ F a ry,: VALLEY Y 1..: } 44 *, 111411 A t G ; G \ H G 11 �, WITHIN U ATE SYSTEMS RECYCLED :.1 t VALVE DESIGNATION LEGEND ■ 3/4 R... 314" `....\ 4w4 t t t :;�-:.;" WATERDISTRICT. __ BL T PIPING INSTALLED r 4 t - ALL I RECYCLED T at 4 11 `+ 4 4 ♦1. , PHASE 3 ONLY WILL BE A FUTURE RECLAIMED �+ 4i PROJECT HALL I II D I ACG DANC ITH T - ­ , ­ 31',, ;::3�4 4 j.",• N OF CALIFORNIA DEPARTMENT TRANSPORTATION REGULATIONS A IRRIGATION SPECIFICATIONS. 1 1/2" Y SEE RECLAIMED S` EXISTING 2"WATER METER Y PER UGAMONGA VALLEY 3/4` : -11N„` t to W/2 SERVICE E G 1. y ION M:. 4,4 ,h t♦♦ 4.w. WATER DISTRICT STANDARDS 2 AND 2A % t I FFIG,S :.1.1_,, t t 1. f""%AT1Oa" o LE'0� ENwom'*' ®. °° 2 REDUCED PRESSURE BACKFLOW t 411, t \.. " I . 1. ♦♦♦ °a DEVICE PER CALTRANS STANDARD#H8. t 4`\, ♦♦ '° SEE C/L-12 R.®,w ® MODEL NUMBER A L B B L t TI ® ' ' ' ' SYM, MANUFACTURER pESCRIPTIQN RADIUS G.P.M. P.S.I, M3Ih. BARS 3/4" t CONTROLLERS \ ..F v R .---ELECTRICAL METER ENCLOSER �^^'�� ,, CALTRANS sig s V RISER W1-1401 BUBBLER FLOOD 25 20 0.06 1.4 a t CONTRACTOR TO MAKE POINT OF GONNECTiON IMMEDIATELY `v ` 4'44 4�`4, 2E o � 0 RAINBIRD 6 PVC --21/2" GATE VALVES EQUIPMENT �* INbIALLATI0N �� DOWNSTREAM OF AN EXISTING 2" DOMESTIC WATER METER. `s ,.,', X1.4 \ ♦ ♦ EXTEND NEW 3"TYPE "K" COPPER SERVICE PIPE AND INSTALL A 2" �°\. 1. 11/2" FLOW METERS N55B 2"PRESSURE REDUCING VALVE(PRV)(FOR FUTURE RECLAMIED P.O.C.ONLY) ♦ REDUCED PRESSURE BACKFLOW PREVENTER, SPLIT 3" MAINLINE IN a 1 �� �� it inft = 2" MASTER VALVES WATTS ♦ (2) 21/2 MAINLINES A AND B, INSTALL 1-1/2 FLOW METER, ANDA 2 \"_ In MN A LINTY WATER DISTRICT Q 2 DOMESTIC WATER METER PER CUCAMO G C0 MASTER VALVE ON EACH MAINLINE AND EXTEND MAINLINES TO """` '` z CONTROLLERS °A' & 'B° Q B 4 K%N VALVES AS SHOWN. \ Q a w MR WATTS FBV-XX LINE-SIZE GATE VALVE,MARKED OR TAGGED"RECYCLED WATER DO NOT DRINK"ON ONE - \,\. 0 $ > a $ J FS B SIDE AND IN SPANISH ON THE OTHER SIDE.TAGS(SUFFIX#007)MAY BE OBTAINED FROM i► { Cc A II 7 Cc 951 461-040 STATIC WATER PRESSURE: 82 P.S.I. �- F o SEE TYPICAL CHRISTYS 655 EAST BALL ROAD,ANAHEIM,92805( ) 1* SYSTEM DESIGN PRESSURE: 61 P.S.I. is 0 6 1111i o � CONTROLLER FEBCO 825-Y-BV-2.0 2"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A COAST GUARD SHACK ENCLOSURE ,. ,■ s MAXIMUM IRRIGATION DEMAND: 55 G.P.M. N ° ,RIGHT MODEL#CGS 1 N - N > ♦e ®°'° N II- $* SEE SEE T ES CALSENSE FM-1.5 11/2"FLOW METER,MARKED OR TAGGED WITH RECYCLED WATER I SIZING I SIZING PERMIT NUMBERS: T I I I FOR PRESSURE LOSS CALCULATION 'A° & 'B', SEE SHEET L-12. 08-06-N-LF-0529 to °°°°m°,VS opo°® RIGHT SUPERIOR 3100 SERIES 2"NORMALLY OPEN MASTER VALVE,MARKED OR TAGGED WITH RECYCLED WATER _ a * -V DM- 24-STATION WALL MOUNTED ELECTRIC CONTROLLER.INSTALL IN AN AQUA SAVE ASSEMBLY 0$-SBD-15 9.844 ABC WEATHERMATIC AS-DB-VAC-24 FS/PS F0 1/2" 13 mm z RVA-RSA-LOCK CAL TRANS'D8 AS-CT-D-SS'STAINLESS STEEL ENCLOSURE CABINET. 3/411 19 mm 3/411 5 20 Q 1" 25 mm 111 g 36 Cc POINT STRONGBOX MPS-A16-10K STRONGBOX ELECTRICAL METER ENCLOSURE 11/411 31 mm 11/4" 13 52 z e r , A cc RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE IN PURPLE VALVE BOX,SIZE AS SHOWN ** 112; $mm 11/2" 120 0 21/2" 64 mm . L0HUNTER HQ-44LRC-R ACME THREAD TYPE,NON-POTABLE QUICK COUPLER VALVE w/PURPLE LID @ 150' O.C.* 311 76 mm i z OR DIAL NOTE-- APPROVED SC - A MCOP-V MAWINC-7 Aep- OVELT " H.40 PVC PURPLE,AND MARKED RECYCLED WATER,MAINLINE,SIZE AS SHOWN,MIN.COVER 1811 SHOW O 15' 3Q' 60' 120° Q CONTRACTOR TO ADJUST EACH REMOTE CONTROL VALVE CL 315,2 AND LARGER ** DESCRIPTION OF REVISIO AMOUNT of PRESSURE To IIIIIIIIIIIIIIIIIIIIIIIIDATE APFxovED IM PRS TO ALLOW SUFFICIENT OPERATE EACH VALVE AS NECESSARY. APPROVED SCH.40 PVC PURPLE,AND MARKED RECYCLED,WATER LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12"** _____________ ,.% f r-% A r% I Al-% 2 I ""I " PURPLE AND MARKED RECYCLED WATER,SLEEVES,SIZED 2X LARGER THAN PIPE TO BE Cft IT Y U I I' A I\J U1 H Sul C U C A M 0 IN' G A �- 0 APPROVED SCH.40 PVC , a I INSERTED,UNLESS OTHERWISE NOTED ** U) CONTRACTOR SHALL INSTALL A GATE VALVE ON EACH MAIN ° LINE WHERE THE PIPE GROSSES THE RIGHT OF WAY ** NOTE:PURPLE P{PE,BOXES,ETC.SHALL BI '""TErRN S1rw""' E '0� F INTERO""kTATE 15 ::) LINE. OTHER VALVES AND BACKFLOW PREVENTER USED FOR RECLAIMED WATER AT P.O.C.3 °� SHALL BE INSTALLED IN THE STATE RIGHT OF WAY. C NTE. F- CUCAMONGA VALLEY WATER DISTRICT WILL SUPPLY°'RECYCLED Oar, FOOTHILL BLVD TO CHURCH STREET ICE WATER DO NOT DRINK"SIGNS. p. �. 1v p \, O . f I'll, ..::iii::ii:!:iii::::\:$::?'iv:Y:iii::i::::::::isi?::::::::?ii::::i::::::::iii::::i::i::ii:.. , f 1� f �. T ALL RECYCLED IN PEC - �, M T S US - A R DISTRICT _ VA E Y W TE N A LL AM G Q cuc11w - . : 1 - Q �� SC A LE �- WATER PIPING BEFORE IT CAN BE BURIED. o1 & 4" �x4NkN I. N, . iiiiiili�i�i�iii�i�iiii�i�iii 66 I I P L A NC R 0 S S /� ! 4 rc ! ,LST E. a E F E R INU b Y A APPROVED E P1 C7 h E E IN � w„`... d 1 `'� � �N Q)S C q p�" under,-mround Serv'ce Alerty � , Narnraur Nara raur , . _-_-- --' - - - .. o \ `'^ �, - !m� a �aaJ r!f wa ..> um /0�q�� CITY ENGINES CE o. L THIS . ° . ° '-� !� ARCH�TERRA DESIGN GROUP ®® ____INTE[2STt1TL'15______________ ___ ___ ________PIRT..11AN------------------------- - p CA Cn DE/JIGN RECCI ENDED i II. DETAILS, L- -------------------------------- -----_ - - - Ir I ' w LAN®ssiTE P :ARCHITECTURE TUBE FOR CORRESPONDING PLAN, L- Mature 11 �- �� FAG • D N PLANTING PLAN SEE SHEET L-131x221-A TRADEMARK STREETCc FOR C O R R E S PO N I Ca e 1108-10 * DRAWN RANCHO CUCAMONGA, CA 91730 SHEE ' c YMAFs� Det �•Q' FAG N (909)484-2800 FAX: 484-2802 L-b 0 t� '�`! 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I�. .. o ,"......,..,___..:._-_«.. ... ....».,.,.....,.,,.,,. ..... -11...,.. .......................... 1111,.. iiw-., t 2 2121 ■ 2.7'_», -...,...._.. _, w ... ... ,. , m ...:..,�.,...... •-- ......m,«......�,-,,..1... 1111.. ,.........�,.,1 ._._......_3/4"1111�`"._-......_.. .2111..,M�_.............__,.m»,_. `"`�.1'�"3/411W "�.:::::::::..�:::.�...._..,...........� ,_, .,�..... .. _...�... .....�M:,._ m... m.t --.-, 111,1... « .m 3/4 _....... ..........: 1112„ .. 1111 ,• w .1, ..,._.,.,..._.,_,,,..... Ii.....__ 1111.. ........... ..:1 1111 -��...., 1111... ' ..-314 1112 '` ..�...,,.......M,-1111 .........................._.. /4"_....... -.. 111.2 :-. I, •R m" _ z.. 11..,1 114 '-- __...............3 _._,...,.,, ,..�.._ _,«.�, .. w..: /4 1111.,. _-..�:'`�.� 1111.. .�,1111 ., 1111.. _1 ....�.. 1111. IRRIGATION MAINLINE LOCATION SHOWN FOR CLARITY .....,..- ..._a...., ,�..,..._...»......-. -�' .. .....-.,,.....«...................<�._......,,..._ «....,,....,...,...,.. .. .1111 �......»«.,...� - - "..� `_ _. $;,�,„ ®/aw.-._ ..m 1111 r........ ..... ... 1 1J4 „ 3/4 ... .._......,w.. !4 .,, .,.. ONLY. CONTRACTOR _ :: ,. ..m m ,.., ..... 11 ._. _...�..,,,_. •-,3 , w w :::re. m m _....... „ __1111. _. 2111_,w1 PLA �...«._,--•�.... ..,w ,,-... _ __ _ .. _w 3/41111 11 ..,.. :: MAINLINE IN 2121. _.. _.... ...._.. 111»1. v. ,,..,„...„,_....... 'w ----e„"-. 1111..... ,..,...,,..5......,„»,.. .. __. 2211. 1111 1!m @ n„r- -• 2111 .__.R.. .. ........ ADJACENT P _ _.,_ ..k.., w............... 1111. _,, _.. .. .anno� .o.. 1 _, 1 »221.1. CANTING AREA @BOTTOM OF SLOPE. .....'..,....v_...�_. 1111 . .. 1111.. -- ...»... ........ �. 1111... ,_._.,... _......_..«_. .._.....,.....,.._. 2111 :.,_..,.. ........«.,.,,..............�...,. ...1 : 1212,_ .,._,�.. _.,.._a. 1111_ ,. . 1111® 1 1/211 1121:_. ....�,... - ... QS »1111-...,,_...�.. K...,,_,.. m _ ... 314"... ..,.1.,,1..1..1.,__ µ _•• _ »1111 , 2111.. M.1111... .. 2211, 2211.. �-. ®a a1 1 ... :111• `314" 3/4° 314" x 2111,-,.�.. -• ..._..._,.,...,.�...__..�.......,, _..m X. STREET L .. ......... ; 111 1-m .■ 411 211 2111 3/ ` r�..,..,.._..,.... 1111 ._.. ...,_. 2121 I H G . d 1111_ 1111 _ -.2121__„ EX. RATE I N LET . - "- m®`■ m m■ ® ■1111 1 1/2°' 1 1/2" 1 1/ EX. EDGE OF AVEMENT _..,,. ._._ x :1111.. �. 1 ».w,,..�,«., .M•,. .., ._,1121.. 2111. IT . . �,_ ».. -1121 . w.,.._..,.�.- a « .._ :. , ____................................................ wOF y , . _..,,,.,•. l.,'; :;::: Li a.. ...::...:.......»,...........,.,»,..,.,_,»,..,-,-._.»2111 ,_»»,,,,.._.».»1111,.,,,..._ II ..,,, _ _ 1111.,........_ .,,,,...,,.,..„,.,,,, - « 1111. «-_. 2211 11/2 -1 Q-B-25-10 _"••x 1111 11/2 1 -B- P 1 25-10 _ "' ' f . <.,....,. 1112,. __ ... w�..�..............,...�:.:............._....��,...,_,,,._..,»,,.,...................................wM�..............,,,,,»,............. ...,........,.,..,�.............�.,_,.............. .,.�,<:...................... ..........,..«.�.:...,. 1211 .....,.,........, ,. it _ �_ . „.,,,.,,,,,,,»„�__., .r.........�,,..._,..».�,.,��..��.«_ ......................... . ......... 2111 .,.,......,...... 1111. ........... ___.._.,,_,............... .........,,__,�-1«122„_._.�.:.. 77-_ I ��Q --------------�� _?r,_,..,,.._...__.. _........_ 1111...>.,._ _,.> _ 2111_.,_w............. s. .....,..........1111..-.,,,,_,_,w. ............., �- Ex. TRAVELED WA X. LEDGE 1/2 .� sr / f� __.,.,.,,__��o� G Y -E OF ROADWAY 1 _.2111.. � 11/4 -B- 25-1 cr c� 0 S L. , 6' .^f^ 1111.. 1111... .. .... ..,_,g5 1111-...-. 11 ....SJ....,.,.-_.,,.,....,._,.,_,................... .............2111,..._........................... ............................. ....................................... 1111... ----�»�,-.,.......�..c.:.�,..., 1111.-�' 1-111 � ............................................... 1111-• � 1114"-13-8-24-94 ''< 11/4%14-B-25-10 ��,» 11 ................__......,..,..,.......-.,.,,-112,,1,,_„_,,-.._.,,_...,..__,. 2111,,1111,..2111 ., „_. ............................................................................................................._-_ _ .................,........,....,......,__,,.,_... .-:.....,,......_ _„_,. ........,............,.. _ . _......................__,.,»_,_v. .....,.,............... w::................ _.................._,._„_.,.,,_ _......................,........�_____­.._........,.....-.,__„_».___.1,,.............,.w__- ......,...............__,»__.,w.,., - _..........,.,.,.....,....,..,_,_..., w...............,.....,,............,.� _ - ........ ... �......-1111.. 1.. 11/I 5-B-25-10 -... �,. . _ Q 1121, f.. .-1111... J f. -- ,,,,,,,,,,,,,,,,,,,,,„ _,,.........,,,,,,...,...............,,. _,_�....__.__ ,- ._._ ,.. _ �........................___.--___.,......................._»- ..........................,,__,.,.,.<e_�«._,..«..._..........,...........,,.... ..,......................,.......__.....,..,«_.- ...... . . 1»111»> �'' `po_ EX. EDGE OF TRAVELED WAY �,, ,r/1111-121 .1 /V r .r X/ -.,,-1111.. _ __»1221._ _.,..... r ` „2111. ............................_ .. 1......111._,»,_,_,_.�,«„... r.. __,»1112,__ .............. 7�.......... x�� Xr . _ 221 -1..���.1 .............................................. 2111,,-„ U'?_._,._. ,...... ._,r..................,.,............ _-_- a »_, ..,....., �..............................., ON. ...._.,,,..._r «................�,. ............._.,__,,. - , �� ��'j 061 ��� jx, � �� �. ti..........._ Ex. EDGE OF PAVEMENT �`cg x`10 �' .,,...,. 1..11 3130 314 x,,,_«.,_,_.,,,._.».w...................."..........--,--..,.....,.............___«..______�..�__..-....,..........-... x._,._.. _._........ .....,..»1 -1121 „w.. .......................... __�M.........................._.,.,,,,'11:_..,,,....»11. --_M...,,,.....-.,..........-_,,._1111,_-.,.....,......,.....,... r.�.,......... D I T M E I A ....11 1....... -1111-.-,. .��1~ 315 .,_,»___«�...................___.�.......,...,.....,_,,..».,.,,,,,.,,,..,.,.,.,,,w..»«.�»k»..,..........................�.M_w....... ....�_.,___«,.,»....................... ,.__........ r,...NM ...»,..=,...::................. 1121_- __.................. _ ............. 1111.�..._.�.,. N 31-•6-. ,."»._....,,,,-1111. 317 3"1.8-- 31`--•_�,� 2 - - _ - - �.. _ _ _ ..._.v. _ \; - - _-----.}---- - -- „�11121 111, ,.._ - ---- _ _ � < .........­1111....��-�,�--,���-,---,---,,-...'��,��..��..�..........I—....­­­­..........__ -..-..-,-, -1 Im"No T E Foil O'"k T A T E 1 5 _.._n-.-.:-.*.-.­*-------""-,-,-*-,,-*"-**,-"*,--"-"**--",**......_­....*­..........._­­­­­­_­_­­_­ '" ......_...___._____... �-.-"�,.�-.-��,-.,�,.�----.-.�-*------*7j »_.....___.......... ....,._._..... ._...... .....,._,..,..,.._."....................�_..........,.,,,,_._�.., WILL BEAFUTURE RECLAIMED SYSTEM.WATER 11 L . RECLAIMEDA SEE N T I NOTE: z 0 CONTRACTOR TO ADJUST EACH REMOTE CONTROL VALVE PRS TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO Cc PERMIT NUMBERS: �' OPERATE EACH VALVE AS NECESSARY. 08-06-N-LF-0529 08-SBD-15 PM 9.844 w 0 III I LTA IRRIGATION SPECIFICATION TE: STATION -VALVE SIZE IRRIGATION SYSTEMS WITHIN I HIN THE STATE RIGHT OF WAY SHALL BE Cc < STATION # INSTALLED IN ACCORDANCE WITH THE PROVISION IN SECTION 20-5 STATIONING S A CENTERLINE INTERSECTION OF I-15 AND CONTROLLER# IRRIGATION SYSTEMS' OF THE CURRENT DEPARTMENT'S Im FOOTHILL BLVD. (RTE. 55) SHOWN N C LTRAN RIGHT-OF-WAY MAP GPM OF VALVE SPECIFICATIONS. IIIIIIIIIIIIIII . 441594. DAT JULY 0, 1970 AND CONSTRUCTION PLAN NO. 39®535, #OF HEADS Ilk DATED AUGUST 2 1995. 0 15' 30' S0' 120' Is-au I CL INT. 1-151 H ILL LVD. = STA. 304+15.35 11/4 - -A®25-100 V DATE APPROVED CID VALVE DESIGNATION LEGEND 2. FOR PRESSURE LOSS CALCULATION `A' & 'B', SEE SHEET L-12, oil 7-- -- ,..% f r-% A fm% N 11 lm% A IIIIIIIIIIIIIIIIIIIII u n Px ri U U 92 &"m% I T %T'r N u&w% I I om% U Um Ml U NGA 9� ,,, ,,,, I 11 ,,,,,,,, �_;_: I � I ' .'.I.. -" ', I zj ' I r" `%F INTE T TE 15 �IWE"TERN Sw UNE U& H Z:5 A F 0%'T Ono I L L %0)%' F F-R A M rr""& U)I< ,�, - - - • ;§ , , .� QN i�, -\ I I " �a A 01 I IL I A-%I 11 % N U f11% . o,'G j°<cB� °I IO`: s �'G`_1 °IIS. .. 11�e °Y \� � ���v ~ ~ �11. FOOTHILL LVD T CHURCHT ., N rPmw4'L/-\I)I 'O� RUfPNSS REFER"1EINUEZ) ` �QI \ %I. under,-around ® ��• , \� l SCALE. 1�t _ IRRIG'AT10"NNO' n PLAIm"y' FOR NOTES AN a1Us° �` 30 DETAILS,ce Alert y FOR F H NOTA,•AK' ,'' , :::::::::::: . :.::::. a A::: 1:1:11 (��'1 i NOTA PART ,"i ..::::..: • ",�•' '` �,Z 4"_ • `�,..,- TE APPROVED BY- E FOR N T I LA L- 2222 r._. -._. U_I1111::.>:.>�::>.'?«r :"".::::::::;::::;:"'::`':'>' : �• ' Q 171 _ I ANTI T L-1 ::":.::,:::.:::::.:::,:::. 2:1;;:11 a 40 7.3 w /,g ��, CIT o. �� ®A ___,__________-__INTERSTATE IS----__-_-.__..,-----------------___uiRTNIT-WAN---_-_----------,-----. p` n DESIGN ARCHIT RA DESIGN GROUP E2 AENDE :�� •_ 2112.__2111 1211 _____-.._.,.___'-_----•`'_.__- .+.1 00 -, FAC LANDSCAPE ARCHITECTURE IMPROVEMENTS00 1 -800 ALL MALL L 200 t e SITE PLANNING IFI 7l�s1 10221-A TRADEMARK STREET ATI PROVISIONS.NM .• Re a DRAWN RANCHO CUCAMONGA, CA 91730 �` EE a ii11 1 ............. '4 909 4$4-2 F �¢ ��. Date '�� FAC ) $00 AX. (909) 4$4-2$42L..r% N7 � T WORKINGDAY F Y DIG I T_ QFrP,\\ Fcmm""""" I E E�13 J . 058-5 DRAWING N . JRC DATE: 5- -0I,A NO. 2534 SHEET 9 OF 1 . I I ,-,..xy 0 1 _�_� 0 k.0)II,%001 I — 1."--,-::::::::5::::::::::::::::::::::::::::::::::::::::, 1, .� EET LIGHT /�_N — ----I---__-:_-_-_-�___ 1,I __.,� , "____� ___ - _____�_ :::��_� � ,I------ _-L—_ -I-- __j , ------------ ::��� , I EX. 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MPS-A-1 6-1 OK ELECTRICAL CONNECTION AT VGL STA. 127+50 TERMINATE IN A GATE VALVE FOR FUTURE. (CONTRACTOR TO VERIFY LOCATION w/STATE). CONDUITS SHALL BE RUN FROM 0 THIS STATION TO CHURCH STREET WITHIN CALTRANS RIGHT-OF-WAY TO HOOK-UP CONTROLLER AT FINAL LOCATION. CONTROLLER SHALL BE I OPERATIONAL PRIOR TO CALTRANS'ACCEPTANCE OF PROJECT. I AS-BUILT PLANS REFERNCE NOTE: ALL IRRIGATION AS-BUILT PLANS ARE BASED UPON PLAN MARKUPS FROM THE CONTRACTOR TOLLY LANDSCAPE,DATED ON 4-03-09. 1 PHASE 3 ONLY WILL BE A FUTURE RECLAIMED I— _j WATER SYSTEM. D 19 I co < �;, 0 �_ < PHASE 1 & 2 IS% A Pu"TABLE WATER SYSTEM. 0 cr SEE RECLAIMED WATER NOTE SHEET L-8. Cc �)_ I 1 6 7 �! c� OR DIAL NOTE: !] D Q? CID CONTRACTOR TO ADJUST EACH REMOTE CONTROL VALVE PERMIT NUMBERS: < to PRS TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO 08-06-N-LF-0529 I OPERATE EACH VALVE AS NECESSARY. �6 08-SBD-1 5 PM 9.844 (5 z — 1 3: < Im 0 CALTRANS IRRIGATION SPECIFICATION NOTE: 0 � y m STATION NOTE: IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY SHALL BE � VALVE SIZE INSTALLED IN ACCORDANCE WITH THE PROVISION IN SECTION 20-5 0 1 . 12 STATION # I .L 'IRRIGATION SYSTEMS' OF THE CURRENT DEPARTMENT'S IT-- , �6 STATIONING SHOWN BASED ON CENTERLINE INTERSECTION OF 1-15 AND CONTROLLER# I 0 SPECIFICATIONS. ,L tzwop-p vmwwe .49— DUILT l!2-I q'I I 0 94-11, z FOOTHILL BLVD. (RTE. 66) AS SHOWN ON CALTRANS RIGHT-OF-WAY MAP GPM OF VALVE I I c\j 3: #OF HEADS < Cc NO. 401594. DATED JULY 30, 1970 AND CONSTRUCTION PLAN NO. 390535, — 0 15' 30' 60' 120' 1'r- i 0 DESCRIPTION OF REVISION I DATE A PROVED I 11 0 DATED AUGUST 28, 1996. FOR PRESSURE LOSS CALCULATIONW&-131, SEE SHEET L-12. ��iiiii�!i�!i��iii�iiiiii�iiiiiii��IIIIIIIIIIIIII ; . z qjX&�� IIIIIIIIIIIIIIIIIIII11 1 11 I y N Cc CL INT. 1-15 / FOOTHILL BLVD. = STA. 304+15.36 FOR PRESSURE LOSS CALCULATION 'C', SEE SHEET L-11. 0 %I I % 1 3: VALVE DESIGNATION LEGEND I . ;._� (1) IIIIIIIIIIIIIIIIIIII11 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII C I T 'T&' 0 f R A IN' ' H 0 'CE U C a M 0 um'"" '1'\\J'l Otto% A �— 0 _j �_ (j) 0 1 4h.K 11, 4. 71- �� :) z 4' fc%_ N jj up, 0 WE S"—"ET-1 N 'f�IT—'%E "'-w-T IN""t S`A" 15 < m ES, - - - - - W-1 t_%t-%rim y-1 -1-1 -W-111k W I .1 - - N I 1-1 - , 11 - I 0 1, ihdel 1�, , " !�f� -�� U) z �;;F_ 112111 "ki I H1LLk`jNF 1 AM 3: - < . I - M I I 11N 0 1 , ­ , FOOTHILL BLVD TO CHURCH STREET < Z6 1 � � Fp \ 11 ", . m A , .S IN it 1%I U z:5 1 - I \ 3: 1 ,e.,S- . I All I 1�1' I I I n � I , I/ Hm U N _`LAN , ... " uno% fn ' F j 0 i H '%Ef'% ; , \\\\ tv F P%'L A N ,C 0 Km%0'''"ofm% 'to% p""%E F E FIE Im ME A \ )\ " SCALE: 1" = 30' 1 1 fw%AT I 0" z 66 1 . . / N, I 0 1".. I , ") 1\ � 0 A, " zit I I A o - I - \ �/ I i I ---.--- ft�%_ .� FOR NOTES AND LEGENDS, SEE SHEET L-8 _____ . -:3 WrAPARr � A' ','A P,p In c b A \ k11 � APPROVED BY :5 - - . 0 underground Serv'ce lert FOR DETAILS, SEE SHEETS L-12 J WITAVART -;;:::!::::: I I�r___1 1 1 1__I-I__I- I -I 19 4 11 ______1___,______________,.p DATE: 4 /ep/i ic� 0 .'.'.'.'.'.'.'.'.'.'.'.L.'.'.'.'.' MW/6 11 < .................. ............... ;; 0 00 ,,, U) .................................�.............�............. ::*­�.':::;,:,::::::i::: 0 - �-�_ ...... . �:...............*..... ..........................�.�...... I I - ..:.::�.�.�.�..-.'..*:i..��:.�:ii 0 " r I """""'L""""""L"" i�i�����������������iiiiiiiiiiiiiiiii!iiiiiiiiiiiiiiiiiiiiiiiiii::"....,,.�',"'.:.:. � IN -1 CITY ENGINEE 11 RCE No.SS(0,7 ,,,, I . .'.' 0 I - 0 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-4 ",:::::,:� ,.;,�:;,:�,,:. .....:::::::::::::::::::-::::: " -.,..::�,��,,�.'.�.�....,.,.,i;i;i�i.'�'..'.'..'.�"'..'.'.,.,............._ - 01 - �', to cc ­­ , .:,.; ,:�:;:�:;,�% ,�.2i���� .� — CO 0 . � 11 — : � I . �, L_j 4W FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-15 - --- 4u ARCHITERRA DESIGN GROUP ILL Call: TOLL FREE -- INTERSTATE 15 --DIFT tAFFAAH--------------------- 0 \-C:pl to DESIGN RECOMMENDED 0 . , (.10 0 ­ - LANDSCAPE ARCHITECTURE �2 . _j 4' FAC . L /,I, SITE PLANNING -6 na u 0 0) -A A 1 A A 10221-A TRADEMARK STREET ------- .. 1 -800 ALL IMPROVEMENTS SHALL BE PER CAL TRANS 2006 . � e, DRAWN RANCHO CUCAMONGA, CA 91730 SHEET" -A ON T_ 0_'O')� STANDARDS, SPECIFICATIONS AND PROVISIONS. KEY MAP (p 4=7 FAC (909)484-2800 FAX: (909)484-2802 L-1 U o i2 % k Z5 A Aft O% :tl ...j 2i 2 2 �, 0-a. 0 42Z-4-1 a,f%3 �_ JOB NO. 0508-5 0 �!to �z 0 F C N0 DRAWING NO. In 6 cm ____] _i_14q_1 � I I I I I I I_Htu 1 (:7— ) =X W 11 ...> \ IQ Y , __ — — — ___ ---)JM ___%� -------------5____ -0-1-1----->1_5_a-0-0_M_.-—.--.-,-,-s-0-s--0-E,-m-:_----0-1-1 s- j a I I I . , 0 m a m o I a 0 1 8 .i.,I I . , I I 00 ZZ�� JRC DATE: 5-6-08 RLA NO. 2834 �Z_2.0?_—L M ,;r CO TWO WORKING DAYS BEFORE YOU DIG co Qcll SHEET 10 OF 18 � . I 11-1-11-1-111, '' I 11 11 I � AS-BUILT PLANS REFERNCE NOTE: ALL IRRIGATION AS-BUILT PLANS ARE BASED UPON / PLAN MARKUPS FROM THE CONTRACTOR TOLLY /0 11�, ,v �� I LANDSCAPE, DATED ON 4-03-09. x (�/x x 0%0% / �R N 17> I 0 A S S r-%r-%fm% P N ON I I 0 U U . I r"A"'EL MAr - ` 7f% 0 Ir- I B y 0"___'1"1 "0-1"I N /5r� / — I 0 EX. PAR(INC A EX. D L;NW K \ .61 _j m - I I L L___j___j 1 Jill__J____j_ . )"r /1"NI -_----.-_ I ....." 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I ,"""', X / "I" / , ? 11 , � I *­­....­­...­­­.. ,:­­­ _,__,", / "" il � / ..., _...-__-1.-...---n ,.-.-----,�--l-l-��,�-11�.111,��� �-.-,�-�'�""�-�--�--.,--�--l'-�,,�,��,-,�.-�,��-�-.,.��."-�.��...�....-........................�....�.......­­­.....�......­­­......1-..............................�..................-...­­­....­­.......­­­_........_:,:�`,­­­.........����.��������-.-,�.����.�--..�..�,-��---------�---�-�,,��,�--�.--"�,,���-�,,�-,������.,����..�l��'�".".",.��....�.........­­...........- � '�" , / , ­­_­ __ .- ______ ,��_'_111­ I N T E hff'% 0"% T E 15 "',"',11", � I / _____,____ _--1__--1----....­­�____--------_______________1�:�__ , %..; -.�--l�11---------�--�.11----���..�..�..�.�......__....----.1_-11___-._1z....-....­.........­­1.1­______________�� ,I ­­....----_1___-___11....-z--_1-_ ­­­­­..........-.......__---___,_____111_---z, / -.......- -1--1_---1....1� , ......-...­.......�....___________--11__...__........_1......I......­.___,_,_____­........I........_____,!�f__1_1­......�...�......__,____....­­­­....__,____­­­/.....1-..-_-_---.........._-1-.__-1_--___........­....­­______. e_ I 1___j I a - 0 2 ,4"% A Erm-"k F-3 E%`40.3)S mum 51-1% E L 0 IS IS U-AL U` III 1 A'0 C 1 A I EXISTING 2"WATER METER POINT OF CONNECTION NOTE: 'C' CONTROLLER PHAS%E 3U`%N"L%Y` WILL BE A FUTURE RECLAIMED W/2" SERVICE PROJECT: 1-15 FWY FOOTHILUCHURCH AVE. BY: FAC CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY WATER SYSTEM. HIGH: 74 PSI LOW: 67 PSI DOWNSTREAM TO A EXISTING 2" DOMESTIC WATER METER. EXTEND 1 2" REDUCED PRESSURE BACKFLOW SOURCE OF INFORMATION: RAYMOND ABEYTA HGL: 1421' NEW 2"TYPE "K" COPPER SERVICE PIPE AND INSTALL A 2" REDUCED 11 DEVICE PER CALTRANS STANDARD#H8. SUPPLIER: CUCAMONGA VALLEY WATER DISTRICT AVG.: 1405' W PREVENTER, A 1-1/2" FLOW METER,AND A 2 # SEE C/L-1 2 PHONE NUMBER: (909) 987-2591 METER.: 1250' MASTER VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. OR DIAL NOTE: $$$$ ### # VALVE STATION/GPM: STATION: C-20 GPM: 28 4�Ili ##* 1 1/2"PRESSURE REDUCING VALVE(PRV) ## # CONTRACTOR TO ADJUST EACH REMOTE CONTROL VALVE #4 # RECLAIMED WATER STATIC: 1 1 0 P.S.1 PRS TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO * ROM 11/2" FLOW METER . 1100000001 as as � we 0 m ITEM P-S-i-Loss- STATIC WATER PRESSURE: 67 P.S.I. OPERATE EACH VALVE AS NECESSARY. '* CALTRANS SIDE o— If MASTER VALVE ft 0 2 SYSTEM DESIGN PRESSURE: 52 P.S.I. ft 0 11 @ I ft so WATER METER SIZE: 2 28 GPM 0.00 MAXIMUM IRRIGATION DEMAND: 28 G.P.M. - ft 3" GATE VALVE 11 a 0 a Is 2 @ 28 GPM 11.50 — a m 11 @ a F = FLOW SENSOR: 11/2 28 GPM 0.50 CALTRANS IRRIGATION SPECIFICATION NOTE: w w 11 w m MASTER VALVE: 2 9 28 GPM 0.00 11111 11 Alm 11 w m ft - 0 0 GATE VALVE(S): 3 @ 28 GPM 0.08 IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY SHALL BE 0 0 -ftL—CONTROLLER 'C' " TYPICAL CONTROLLER NOTE : 'C' INSTALLED IN ACCORDANCE WITH THE PROVISION IN SECTION 20-5 0 ft 1111, 4 'IRRIGATION SYSTEMS' OF THE CURRENT DEPARTMENT'S 10 ..'�. SEE SHEET L-10 FOR POWER SUPPLY * I I 0 c 44 SPECIFICATIONS. 0 co 4111, �_ MAINLINE (CL. 315): 3 245 L.F. @ 28 GPM 0.27 CONTRACTOR TO INSTALL (1) WEATHERMATIC CONTROLLER, MODEL NO. 0 TO'C' � � ## 11 @ # ## Z) AUTOMATIC VALVE SIZE: 11/4 28 GPM 2.80 AS-D8-VAC-24-FS/PS-VFODM-RVA-RSA-LOCK. CONTRACTOR SHALL PROVIDE ONE Emmommomann� ## VALVES '111,141, SEE TYP.CONTROLLER C? 11 (1)AQUA SAVE ASSEMBLY IN STAINLESS STEEL ENCLOSURE CABINET FOR II, NOTE,LEFT U) LATERAL LINE SIZE: 3/4 115 L.F.@ 5 GPM 2.47 *#* $11k* < ______ # * z 11 IRRIGATION CONTROLLER. COORDINATION OF FINAL HOOK-UP OF CONTROLLER ##*# $$$ — 0 1 97 L.F.@ 9 GPM 1.91 -_ I I- 11 SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. FINAL VALVES @ RIGHT OF WAY NOTE: I SEE P.O.C.NOTE,LE < 11/4 11 26 L.F.@ 13 GPM 0.26 LOCATION AND EXACT POSITION OF THE CONTROLLER SHALL BE APPROVED BY Li CC 11/2 11 L.F.@ 28 GPM 0.21 CC THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS). CONTROLLER CONTRACTOR SHALL INSTALL A GATE VALVE ON EACH MAIN LINE 7 SHALL BE OPERATIONAL PRIOR TO CALTRANS' ACCEPTANCE OF PROJECT. 11 WHERE THE PIPE CROSSES THE RIGHT OF WAY LINE. OTHER POINT OF CONNECTION � 6 SYSTEM LOSSES SUBTOTAL: 20.00 VALVES AND BACKIFLOW PREVENTER SHALL BE INSTALLED INSIDE 11cl 7 CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING WITH THE STATE RIGHT ENLARGEMENT �! IRRIGATION HEAD PRESSURE: 20.00 OF WAY. c� A REPRESENTATIVE OF CALTRANS AND A WEATHERMATIC REPRESENTATIVE. I- _j CONTACT CALTRANS INSPECTOR AND WEATHERMATIC THROUGH: D FITTING LOSSES (10% OF SUBTOTAL): 2.00 a? co < ELEVATION LOSSES/GAINS (ELEV. X .433): 1269-1250=19' 8.22 AQUA-FLO SUPPY INC. 30 S. LA PATERA UNIT 10, GOLETA, CALIFORNIA, 93117 PERMIT NUMBERS' ..L TOTAL SYSTEM LOSSES: 50.22 PHO:(805) 895-8909, FAX: (661) 273-7202 08-06-N-LF-0529 6 0 AVAILABLE PRESSURE (LOW): 67.00 08-SBD-1 5 PM 9.844 z 3: (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+) 16.78 < I CC I, r"I 'Ir 0 0 z I? v � Ir 0 W 3: 1 < m kc) 1 66 . 0 9 6 9 (,j T_ � I A Recocg[) PRAWN0 A03- DURZ 1011810 I cl) 3: < < m CC C\j 3: 0 0 15' 30' 60' 120' Ill 0 z z STATION NOTE: VALVE SIZE DESCRIPTION OF REVISION DATE APPROVED 'r- - ;�; co CC 0 0 STATION # c\j F_ r"""11 111, I (1) 3: STATIONING SHOWN BASED ON CENTERLINE INTERSECTION OF 1-15 AND CONTROLLER# I If I I % I 11 I I % I 0 a ri �- 0 0 FOOTHILL BLVD. (RTE. 66) AS SHOWN ON CALTRANS RIGHT-OF-WAY MAP — L43% A :E I. /—GPM OF VALVE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ITY % f ' AN C a a 0 C U CA M U IT " z co /—#OF HEADS _j < 0 NO. 401594. DATED JULY 30, 1970 AND CONSTRUCTION PLAN NO. 3905351 — X 0 1 A (D z DATED AUGUST 28, 1996. & . a a z < :D CC 5-100 STEff'"" r% lw'w' E 'r%F 11k\JTEwh_'%%%r3TATE '41 5 �: CL INT. 1-15 / FOOTHILL BLVD. = STA. 304+15.36 WE" r1l U U < �; m Ir 0 - - - - - - _ - - 0-%t-% cl z I VALVE DESIGNATION LEGEND 1. .. I (1) § ' ' - � F Tm OILL 0\FF-o"AM "" c: < � CC L_�!, U) �: 0 ,_ �5 6 1 1 1 0 0) FOOTHILL BLVD TO CHURCH STREET < �6 .c \ 0 3: 1 � to 0 . I \ 0 0 1_�___�_� I I / 9-%1"% I 111%, A 11k "S 0 qL - H %_ - * � / _\ 0 0 '1� 1�'F " SCALE: 1" = 30' � N '"%LA" a 0 ...; to lb / S, �W � 1.\ , I Imh U/ T10 P IN z 0 *k � \ ,I, � () _; \ " 11 U) =) -D 0 " I ll" 'V %_� rz 0 1 U U% -%EFEFH-"A E1`N `%E e% , 6 PLAN "Ro""' a U I �1\ 1\1 A� W 0 c Underground Serv'ce Alert NOTAPART � f, I I ' ,;�� 2E 0 \11 CAP _1 * 5 'AN ­­­...........­­­�L T_ , I o I, I NOrAPAR __ le APPROVED BY: , " � _____________._ DATE:4/lav% 0 co � "-/ __—. -wom 0 FOR NOTES AND LEGENDS, SEE SHEET L-8 .......w­.­��. maa­­� ...; .. ;:;:;. ..... U M wl.. 4 _____17 - -----* < I[ _- a ,;; . , :�E i I ..........::..... .. �_17 0 m . I ...................... 0 1 CITY ENGINEE � RCE No __L �, I FOR DETAILS, SEE SHEETS L-12 � �3` '_ .5 a 4.1 7 2-. cr_ 3: I= I I i� U_ Call: TOLL FREE 40 �'—�PTTERRA DESIGN GROUP Tto INTERSTATE 15------- ---------DI.T 11.1-1 . rn DESIGN cit U�2_ FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-5 WE 0 ca 0 RM .(-- -1 !�m��,� //I z/Ms ,0,\\�m _0 I -.-.--'- LANDSCAPE ARCHITECTURE co � =i 'm 1 --4- - i� -6 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-16 I FAC r_,l a) sgatur­ SITE PLANNING zf, IV _A ft 9%0% 3 0 2 = 10221-A TRADEMARK STREET — 0) IIIIIIIII A Switillf, 7 i/ to 2 ,�� I C)uu it 0 11 . D 0 * DRAWN RANCHO CUCAMONGA, CA 91730 SHE9T CC < rof �_- -A -A 0 'KAFE\T/ M 01-1 5 � -2800 FAX: (909)484-2802 - Ill ALL IMPROVEMENTS SHALL BE PER CAL TRANS 2006 1p , FAC (909)484 L-1 I 0 .2 'm&p%OF& Da 1% 2E2 !E 11\ Q_< 2 4zzm 4 1 33 33 STANDARDS, SPECIFICATIONS AND PROVISIONS. �, ,,,, co c �Q,2 < rj JOB NO. 0508-5 () L0_ OF CAN, DRAWING NO. 0 F I I I r— I —11 0 1po. — , — 1�/ 'i*1p __� * .............­­­_­........­­­ / son �____ -1; ---- -- li--- I- .. .;.-..-� -1 ? I - '- - I 4---1-1 i-1-1 I I a i a 1 /`_'-4--­� -) 0�� I -------- /4 If ............ "'I __ ,_ ___ !- ... _ I - . '. ._. ._ �� __ ' "--4� _.I , , -MA--- ,-,**,- I , ­.........7"v, , - I� Al - ,- -"e"� - ........-_­ ' ­ , � * I r1% -- "-- 2 I ­ -,- -- 11 : . -*f g _( I ,,- __ � o`11 11 114"_--; _�, __ _ __r� - ,- . ...., , _ �_i4�_--,--/-,I-----___!______---.----------__­"_Al�-1 I--- --------. ._ . 7i.- --.::== � , __ " _ _ ___� 1-�C4,_____�.7�_,_', _..,." _ 171_ 56,� _`,*!_�(-_' - ,e--.I X... I I T__00 w _;:-0 TWO WORKING DAYS BEFORE YOU DIG JRC DATE: 5-6-08 RLA NO. 2834 0- 0.0 Z-L _- CO In -_----_- I m I SHEET I I OF 18 -�--,-,�-,----,-----��l----�,�,�-�-------�------,�-��,-�--�-----�.-,---�,--- - - ________1_--__ ---------- --��--�l------,-�---,��.,---�.1-1---�.-.---�----- - __ _________­­­____ ---- -- -- ���-----�,,��----.."-,--"-%--�-11--------1- ____ _____-____-_11-1_1__11 I -__1__11,_____ � __ 1__1____._--1 I---- Plug - WS I ,I I II BACKFLOW II II PREVENTER I i E Wye strainer is tack welded at the nipple CL N T X211 Typ ;T iv P FG G .L p•' 3`-3" Wide PCC pad..`Q: .Q. .A �• b F - PGC support: -- ---___.-_-. --Galvanized and l plastic pipe n = °.: 1 CF for pipe 11/2" and smaller ° _�.::4. . connection 2 CF for pipe 2" and larger °'° 4'4• e 4' 1 2'-Q" Min �---Plastic pipe `- From WM supply line ELEVATION BACKFLOW PREVENTER ASSEMBLY 'VALVE Bkfm./NX Iffillm &---& /I V"A L V A U 011111011� mr 0 F L(0.)W D"' E"V'I C" E SL...Lv im-imu [0)"'RETAIL BUDBLER SCALE: N.T.S. CALTRANS #H7 SCALE:. N.T.S. CALTRANS #H7 SCALE: N.T.S. CALTRANS #H8 SCALE: N.T.S. CALTRANS #H9 SCALE: N.T.S. CALTRAN #H5 Stainless steel Dome antenna cap with chain Space for (when required) irrigation - Latch for padlock Space for 2nd control ler Handle T Rain sensor unit, controller (when /e'Min thickness Gasket, p " see Note 3 and required) spacer- 4 required- top and Handle Typ -6 - Vandal Antenna with BNG Back of cabinet sides mounting detail � l Antenna adapter bulkhead Mounting Pane( �'' o -- PROJECT: 1-15 FWY FOOTHILL/CHURCH AVE. BY: FAG Vandal resistant with neoprene gasket mount enclosure far jack to jack STATIC PRESSURE HIGH: 89 PSI LOW: 82 PSI /s Stud - 4 required -Door / \ SOURCE OF INFORMATION: t rain sensor ,. / CI jz'°G, control ' 3-3 Anchor bolt N ORMATION: RAYMOND ABEYTA HGL: 1421 wires as required ---- - BNC plug at each end. of �x �z"x 2^ Dust ca 2" Min _ p g offset 4 required / 1 SUPPLIER: CUCAMONGA VALLEY WATER DISTRICT AVG.: 1405' - Hex head Tock nut ` Hinge Typ PHONE NUMBER: (909) 987-2591 METER.: 1215' t� 7 Mounting panel I I I I I Bevel washer- / C 2"C, Type 1 or 4 Hex head laveling nut a FG- 4".4,1 Hinge- Hinge � 411 i _ VALVE STATION/GPM: STATION: A- GPM: 25 - I - �_ ;:'^ �1 Mortar,see Note 2. P ? P Typ Jotnt Conc pad _ I ® I N r s I " 1/z"C, Type 1 or 4, control wires as r .r... E _ required for rain s p. P. D. I IA. A• > b b P A' A, -I.....- P~ •PO •Ps P .,P a ,O 0 q sensor, See Note 3< °. I I -1I: _ - _ _ ! Ei I .S.I- OSS J °. . °. •P. ^P. n {: -1 I' E f�^ l I° wl I~11 -PI_- - 1 -1 I I- + --f ._ - P'-' I-i �' �- U Remote control volve actuator p p Q - 6 _ _ !TIF c Terminal block P. •P. •P. •P.; P. -J i WATER METER SIZE: 2tr -___-- (To be furnished onlywhen specified) D�•.A� .A } •A. 'A .A, .A•• &• ____-m•- � 5 GPM 2.20 ° 4 J:n P. P. P. t t ®m - Remofie control actuator GSP Gutter, loos wiring with ri b, .p, A• BACKFLOW D I ( DEVICE: 2 @ 55 nipple - coupler �' na s i acle connector, See Note 3, Typ. °• . °• . ° °. <. . ° . °. . °. . GPM 1 2.50 P P P 6 P P P P P 6 i Control wires as required, Typ. - - a.':o•':a.':a. j .': op• 4o-•'aA•'Qa.`oa.: SIDE ELEVATION FRONT ELEVATION MAINLINE (CL. 315): 3" 20 L.F. @ 55 GPM 0.07 ---check I ( I rr.. GATE VALVES 2 21/2" @ 25 GPM 0.11 valve CABTNE SECTION BACKFLOW PREVENTER ASSEMBLY ENCLOSURE VALVE(S): '• P P P E cz 1'°C, Min Handle i Two Piece FLOW OWE SENSOR: 11/2 11 @ 25 GPM ofoo _ GSP nipple F` Flow sensor No. 5 PB yp MAINLINE (CL. 315): 21/2" 5 L.F. @ 25 GPM 0.10 ELEVATION conduit (when MAINLINE (GALVANIZED): 21/2" 42 L.F. @ 25 GPM 0.21 required) ������\/ (/ ) tl d M M Tom-,,' f 6" �611• MAINLINE (GL. 315): 2" 747 L.F. Com? 25 GP 3.74 Q AUTOMATIC VALVE SIZE: 11/4" @ 2 GPM 1.80 ---� -� - ,.- LATERAL LINE SIZE: 3/41150 L.F.@ 5 GPM 1.27 Dome-shaped 311 2"C '' t c c 'c Q .Q � mesh protector ` I _ 6 � t t' 45 L.F.� 1 1 GPM 0.41; o: -- GSP elbow bow -Galvanized ^+ 36 /e"0 bolts Concrete t7�(Van I Zed and � a � to secure �._.___ _ 3 " tt p{aSt I C p I pe a o a enclosure foundation ' F 81 /' _�/a" /a U-boll 11/2 38 L.F.@ 25 GPM 0.35 connection - Concrete support (Total 4, Typ) irrigation U-bolt pp Neoprene Rain sensor aontroller ( Hinge Typ 1 CF gaskets _ a __ i`,•., 4" Hinge - _ /e"Steel Wo I I - _ - F G-_. {a_..II p ,-� _� ELEVATION r2°C °" I ° �- 23.25 - � Irrigation � l 1 e .` I SYSTEM LOSSES SUBTOTAL: CAMC COUPLER � -EE _ ,� -�; l IRRIGATION HEAD PRESSURE: 20.00 I E[-1 4"Carriage bolt I Joint controller � P - °`-p - ' =!•I-11�_ _ -~� _ _,r ! l 1--E!l� P f 11- 6 1 j enclosure' cabinet 6. _J FITTING LOSSES (10% OF SUBTOTAL): 2.33 rn ELEVATION LOSSES/GAINS (ELEV. X .433): 1204-1215=-11` -4.76 SIDE ELEVATION FRONT ELEVATION TOTAL SYSTEM LOSSES: 40.83 Control wires {3> AVAILABLE PRESSURE (LOW): 82.00 I Concrete pad RAIN SENSOR UNIT (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+) 41.17 I 0#-%IL 8 ._..._.__s_ `NW "'E"ENTE PLAN r rl V rl rl IF% I j 9% 1 r4m..� '& a U U%%h, U h 5 J I I NIL UU11NIT"' LLER /-X"' I 'L P n ! SCALE: NUNN U ' ET - EMBLY El""Na " U" or-%E RES%DurlE LOSS C"ALC. Uou" ICNK CONUPLER VALVE , UuNTriuLLE1 ` A%-%%--EMtr"5%L'ky'1 D I N1 X%D 0 Plk co N.T.S. CALTRANS #H5 SCALE: N.T.S. CALTRANS #H10 SCALE: N.T.S. CALTRANS #H10 W SCALE N.T.S. CALTRANS #H8 GALE: N.T.S. p Z 0 �� Kr,U Wie ,qga�, a O SPECIFICATIONS L `P PER STATE C CO PROJECT: I-15 FWY FOOTFIILL/CHURCH AVE. BY: FAC 9- I I lgn urs STATIC PRESSURE HIGH: 89 PSI LOW: 82 PSI �' T -3 08 re f I I I I rfe'al Data., 00 SOURCE F INFORMATION: RAYMOND ABEYTA HGL: 1421' SUPPLIER: CUCAMONGA VALLEY WATER DISTRICT AVG.: 1405' `p',,�. oats ` PHONE NUMBER: (909) 987-2591 METER.: 1215° Y T ��, T PERMIT NUMB S: VALVE STATION/GPM: STATION: 8-15 GPM. 20 T I F C Z 08-06-N-LF-0529 cc< LT _ p� 08-BBD-15 PM 9.844 0 x WATER TER SIZE: 2" @ 55 GPM 2.20 C BACKFLOWDEVICE: 2° 55 GPM 12.50 MAINLINE (CL. 315): 20 L.F. @ 55 GPM 0.07 GATE VALVE(S): 2 21/2" @ 20 GPM 0.10 FLOW SENSOR: 11/2" @ 20 GPM 0.50 cr MATTE VALVE: 2" @ 20 GPM 0.00 Z MAINLINE (CL. 315): 21/21' 35 L.F. @ 20 GPM 0.06 MAINLINE DESCRIPTION OF REVISION (GALVANIZED): 21/2°` 42 L.F. @ 20 GPM 0.15 DATE APPROVED MAINLINE (CL. 315): 2" 1210 L.F. @ 20 GPM 4.24 ' ITY of RA " C ' ' O CAM 0% NG" t-l'i o AUTOMATIC VALVE SIZE: tt 11/4" @ 20 GPM 1.40NIL11 LATERAL LIN SIZE. /4 70 L.F.@ 5 GPM 2.11 Q 1" 81 L.F.@ 9 GPM 1.59 CIDa 11/2° 18 L.F. 20 GPM 0.20 cc WEZf:"3TErR"%N SIDE OF INTER'S"TATE 15Q FOOTHILL LVD T CHURCH STREET SYSTEMLOSSES SUTOTAL: 25.12 FOOTHILL LVD T CHURCH STREET 0 IRRIGATION HEAD PRESSURE: 20.00 Q In FITTINGLOSSES (10% OF SUBTOTAL): 2.51 IrN AT 10 N " ETAILSIRrh U ELEVATION LOSSES/GAINS (ELEV. X .433): 1240-1215=25' 10.83 G TOTAL SYSTEM LOSSES: 58.46 � AVAILABLEURE (LOW): 82.00 __...__ DATE: 5-12--Ow (-) DEFICIT (+) RESIDUAL PRESSURE: (+) 23.54 ENGINEERCITY o. DESIGN ACI LANDSCAPE ARCHITECTURE OUPNDED ECC► .� F'RESSURE LOSS CALU" ! ! FAC 1as21 c>--lul�cN�A���1TN,sulTE los v DRAWNRANCHO CUCAMONGA,CA 91730 E 2 (909)484--2800 FAX: (909)484-2802 a. FAC / PSC to L-1 2 CHECKED �r . 0508-5DRAWING . to I JRC ATE: 5-6-08 LPA IST . 2834 SHEET 1 1 STATION T : STATIONING SHOWN BASED ON CENTERLINE INTERSECTION OF 1-15 AND FOOTHILL BLVD. (RTE. 66) AS SHOWN ON CALTRANS RIGHT-OF-WAY MAP NO. 401594. DATED JULY 30, 1970 AND CONSTRUCTION PLAN NO. 3905351 VICTORIA DATED AUGUST 28, 1996, GARDENS, NO. 2GL INT. I-15 / FOOTHILL BLVD. STA. 304+15.36 ROUTE 66 OUTPARCELS 0 'j o �� 5-10 EXISITING BUILDING 42� � I �• I i � 4 p ■ ■ _.............w................. p r ■ ■ r ®r r®®r � � � '��'t � � � ■ '''� •?' ®�' � PARKIN A� � �, � rr■■ .. - rr r,:rrrr� # t� � t � 06, �� �� k\ EX �' *vv,■9■ • ~� `l~ * ` , ® t Q\N 0 , (r �_.._.._.x,.w.,.,. ....w..r.„. fF EXISITING BUILDING �'p \. ` y E � t�-U E R' ggy r ...._._...... .......«.... _ ,....,....... ...............,_....x_..... M... _.. o ` s 3�fN �} ,} 0 a M:;� ^ IF'S /^� tth t'• R -,... ...,.. ..-.,.., + .4 3 NO ^ Y o tt\ S Q , 0/ 5 f ..... 9 � i `u CONCRETE T t f F \, ., ..-. .. o a° d t 77 S R T ���•^ HAN N L 0 f '9 E ANI W o I NG ALL 2• 9 �. r` _ �.d. o ,N _. w_....... _w _. o a _ _ _ �- _ a 1 5 ^. , �N t COS-112 o "\ T ..: 1 � \ .-....... .. 1 89 _ 2 t O r S-5 _. 0 v � 1 4 s 51 `\~~ o Q f J "� 4, :- j .n l �x Q , R \ 6-1 94 , ,f _ w G w f 0 y a 4 a 2 5 6 .- 1. S-1 F�. W 0 1 0 r P s o Q S 1 i 1 r S-2 r •:. o � 2 2 ._ 'c nk it O - Q O t cry F 9 2 r J -5^ , 1 S. x ^ 0 «Q. o XA 0 /4, o M I L' 0 [, 0 o- 4 N, T- 1 o \ Q ..e" \ - o _ •o` 0 ® o .. 9 ® o Q _ d3 , o 0 t�• � 1 0 0 o . 5 _ Q 0 Q o ® 0 0 0 0 0 0 0 47 '. .. o ► on' �! o O O O O U `\ O O O O ® p o O O �Q 4 ^• O ,E3- h O O O 0 O ■ O ..r ■ r ■ � 1, .Ci.. EX D v ■ r EWAL r , K ■ ... 0 O 8 --o. 4 r 0 v.' O ■ a`. ■ o v o O O v P r o >�/ ■ ■ O ■ ■ e \ EXT O '� TRAFFIC .LIMIT I I r ...� G 'vT R w, o �` o ■ r \ ■ 0 o v r �® o ` '. ■ o �- T-2 �. 0 o ® o000 `v �q \ o SIGN o �' � r o EX. TRAFFIC ■ \ vkw o 0 o v ■>;� G SIGN -n EX. TRAFF{G SIGN EX. TRAFFIC SIGN . ® � • w4 ® O 0000 oao0 0o v � �- 0 0 0 o EX. TR _.4.. - , -,ti SIGN \ o +.. a, , 0 \ .- ._.._.. o -- t. .,../ v- .a�.i,. , _...._... .~ toy , /Il 0 o M. ~ t Q o _ a O "> 'p+..-` O O N> .. , O 'k P \ •V 0 N>. �. 5XN >�. o S-7 0 O N>'• O t o` o o v � ... ..,.. _..��...............,"....,.M....... _ ,.�X. T R%fi:F'F I G ® ••� os N. N> , 'i j O O `r N 99 r O O 't P O h \ o , .h 0 ... 4 `\ o o l 0 0 z O O "\ o o o o T- 1 o '<h, - moi, o F'� .._ O GHAT INK r X\. _ _. ..... N-LIN E FEN NG .M1 \\ N .. LK n.. "~ ~ 0 w c r , ,.,...., ,,, ~,...,.... '•• � mow. 1, ✓,✓. O a ^. �N>, lk , r' :` 0.W. '}' «_ `\ l'' ,r" s`, 9 ,f E �, 1 , X. D .ti, E � P N>+ �Y E E- i �• M A c,o ., "4 /^� i i' .. v� 0 S, S d , r' 0 N>' 4 r w r.NY i ,.N ^•n "l l 1 f h �'A •Y \ .N,. _ t ,` o \ 0 b S "< h .N- ' o ^vt X•, R AF , G ,S I f . f<Y \ t> .. o - u \ f . o `h } l' r«• ... >. 6 f S-3 _ T-1 Y F 1 - 4 \ j p rr` _ \ ► o , 1 \ Q a C� •t T / ft_ Y . 1 4OP 51 rt , r`f o / i _ -\ O o X. - "n -A ` - W A F' i ^4 ,tC} it k t'k 'V X/ \ jy/ ,timed F' , , f � o f't / ( r 2 \ x r fit° ,., 4 , / r \\ \ \ o #A-`- [,i \ X. R �\ o - �ET.. i i` ,� N GH - �' ��X. T ; t�' - T-2 r- F'.:1 - �•SI^ ti'', �5���� F - - f � ,. \ o �t R T +,�` E LI o 1-1T� .. - •'S G t .j � °'� , o "•� 5 k 0 rj op - R \ \ \ Jl__ O E D n o X:- �• ',\ �, GE�' P M E`NT \ F AVE X. INLET \ \ ��\ ''\. Q o h \ 1 r �'t t? . 1 i f \ '', i ® �\ l f ' i d'• ' A o _ - 4\ '4 1 4 tt` E X. `\ Q `�. SIGNALIZED \ - I T N ER \ SE T - G I - h`t\ O N ; o _ , \ , E tt` i `h [t[ t o '4 f x °h. h �; J ,r'-- •`•/, \ \ \ *t, `'h S `♦ "'\ '\, \• i "Y,`` .\ .� - _ _ __ 0.J I ^�x _ r'[ i /\ (�E' F AVEMEN"T-- '\ Q f `\ o , , +� J-.. T-1 V0 i ox f \ 46 ✓ r,. 0 j \ i i\ , x , a ; r5` O ;� t •, �. E-C?G��4F' f�` VELEM WAY--�''" •?`` =�• - .:�- - �C *-EX. CURB & GUTTER •�'� / X k* U) , x, \w i . GR E 1NL 1W 4F T VELE WAY ,�, .r o `` 'g - PLANTING NOTES : 6 QTY. MINIMUM DISTANCE FROM { �. 5\1 VS ` C LT ANS SPECIFI TI N OTE. 61 �'. v - ` , THIS '._ `\~ 1. CONTRACTOR SHALL NOTIFY THE AGENCY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT PLANT PLANT SYMBOL B TANIGAL NAME `~`+., \• \ � ```~\,.. �` .,- ` + `, COMMON NAME SIZE SHEET TRVD PVMT FENCE WALL PAVED EARTH ON CENTER REMARKS ALL WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING WITHIN INSTALLATION PER PLANS AND SPECIFICATIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND GROUP NO. o REINSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND ONLY WAY DITCH DITCH THE STATE RIGHT OF WAY SHALL CONFORM TO THE PROVISIONS IN SPECIFICATIONS. A o Lant _ SECTION 20-4'HIGHWAY PLANTING'OFTHE CURRENT DEPARTMENT'S ` TR " . .,,w oo� CONTRA S®1 ana montevidensis Trailing Lantana No. 1 328 _ 6'-6" 6' 6" 6-6 $-2 SPECIFICATIONS. EX:\ AFFIL SIGN2. _ 4 3 o.C. - 1 meter SHRUB .. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT (2 m) (2 m) (2 m) (2 m) (2.5 m) ( ) \ REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. \., A 9'-10" 6`-6" 6'-6" $'-2" $'-2" GROUND ` , \ -�- Rosmarinus o. 'Prostrates' Rosemary No. 1 42 \ , ® 6'-6" a.C. -- (2 meters) -`..,..4,`-�,. :. • HALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES, (3 m) 2 m} 2 (2.5 m) (2.5 m) COVER lJLCH NTE: f. ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE AGENCY,ANY A - 6'-6" 6'-6" 6'-6" 6'-6" 8'-2" \ \ DAMAGE OF SAID UNDERGROUND FACILITIES. S-3 v Arctostaphylos d. 'Howard McMinn' Sonoma Man'zanita No. 1 104 61-611 o.c. -- 2 meters SHRUB CONTRACTOR SHALL INSTALL A 3"LAYER OF MULCH!N ALL \ SHRUB AREAS. ✓,..,..__...Ar..._- (2 m) (2 m) (2 m) (2 m} (2.5 m) ) `�'\,` ���',}• \'. P 4, ! 11 1 U 1 11 I FI F tl \- � 4. N0 PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE A S-4 � Rhamnus californica 'Mound San Bruno' California Goffeeberr N 81-211 81-211 8-2 6-6 9-10 MULCH SHALL CONSIST OF WOOD y o. 1 48 8' o°c. - 2 meters SHRUB 00 CHIPS,TREE BARK OR SHREDDED BARK, \\ SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS _ (2.5 m} (2.5 m) (2.5 m) (2 m) (3 m} ( ) OR ANY COMBINATION THEROF.MULCH MATERIALS PRODUCED FROM PINE a HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE AGENCY. TREES GROWN IN ALAMEDA MONTEREY SANTA CLARA SANTA CRUZ SAN 14x_911 9'-10" 6'-6" 9'-1011 111.510 -5 o Geanothus 'Horizontalis' �77 LUIS OBISBO 0R SAN MATEO COUNTIES SHALL NOT BE DWOOD ~'-~,�• ( 9° Carmei Geanothus No. 1 94 F al USED, m SHRUB 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE AGENCY AND LANDSCAPE ARCHITECT PRIOR TO 4.5 m 6-6 Q.C. - (2 meters) Q INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIV - ( ) (3 m} (2 m) (3 m) (3.5 m) } SHALL BE MANUFACTURED FROM CLEAN WOOD.CHIP SIZE SHALL BE W OF THE AGENCY PRIOR TO EXCAVATION. A S_6 - 81_21r $°-2" 8'-2" 9`-1®" $'-2" , BETWEEN 1/2"TO 3"AND NOT LESS THAN 3/8"WIDE AND 1/16"THICK. -• w \\\ rctostaphylos uva-ural Bearberr No. 1 87 `. y 8 o.c. - 2.5 meter SHRUB (2.5 m} (2.5 m) (2.5 m) (3 m) (2°5 m) ) AT LEAST 85°1°,BY VOLUMN,OF WOOD CHIPS SHALL CONFORM TO THE ;. 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS 1 II F FI F IF , „ 1 II SIZES SPECIFIED.WOOD CHIPS PRODUCED FROM TREE TRIMMINGS OR Q BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- A S-7 Lantana camera 'Confetti' Lantana 6-6 6-6 6-6 61-611 81-211.fie= No. 1 99 3' a,C. - 1 meter) SHRUB SMALL TWIGS ARE NOT ACCEPTABLE. to to CONTRACTOR, REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS - (2 m) (2 m) (2 m) (2 m} (2.5 m) ( OTHERWISE APPROVED BY THE AGENCY. 6 A S- Escallonia ' ewport Dwarf' NCN No 1 1 9 ' 11 11 11 11 " TREE BARK SHALL HAVE A PARTICLE SIZE BETWEEN 1/2"AND 1-1/2"AND 4-11 4-11 4-11 4-11 4-11 z 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY,FINAL QUANTITIES FOR PLANT - 3° Q.C. -- 1 meter) SHRUB SHALL BE FREE OF SALT AND FOREIGN MATERIALS SUCH AS CLODS, (1.5 m) (1 .5 m} (1.5 m) (1.5 m 1.5 m ( COURSE OBJECTS,STICKS,ROCKS,WEEDS OR WEED SEED.SHREDDED PERMIT NUMBERS: Q MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. ) ( ) yo oru 'Pacificum' Prostrate M o orum No. 1 9 19'-811 191-811 19'-81' 19'-81' 22'-11" BARK SHALL BE A MIXTURE OF SHREDDED BARK AND WOOD:SHALL HAVE A 08-06-N-LF-0529 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE - y p - 10° o.c° - 3 meters SHRUB „ z ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED. (6 m) (6 m) (6 m) (6 m) (7 m) ( ) PARTICLE SIZE OF 1/8 TO 1-1/2 AND 1 TO 8 IN LENGTH AND SHALL BE 0$-SBD-15 PM 9.$44 6-6 6-6 6-6 6-6 8-2 FREE OF SALT AND DELETERIOUS MATERIALS SUCH AS CLODS COURSE A -10 UO Juniperus c. 'Pfitzeriana° Pfitzer Juniper No. 1 44 " " 1 " 1 " " SHRUB OBJECTS AND ROCKS.AT LEAST 75%,BY VOLUMN,OF SHREDDED BARK L0 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE AGENCY. - 2 8' ®.C. - (2.5 meters �W ( m} 2 m 2 m 2 m (2.5 m) SHALL CONFORM TO THE SIZES SPECIFIED. Z6< 10. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS, A S-1 1 Rha hlole IS indica 'Springtime' 9'-10" 6'-6" 91-1011 111-511 1 11 p p pringtime Indian Hawthorn No. 1 154 - 61-611 o.c° - 2 meters SHRUB §0 11. ALL EXISTING TREES TO BE PROTECTED IN PLACE, - (3 m) (2 m) (2 m) (3 m) (3°5 m) ( ) CONTRACTOR SHALL SUBMIT A SAMPLE AND A CERTIFICATE OF CcP COMPLIANCE FOR APPROVAL OF MULCH MATERIAL,PRIOR TO PURCHASE Shred Mulch- 3" Depth AND PLACEMENT zQ Oz 0 15' 30' 60' 120' 291.611 _ 141_(',11 � 141_(' 11 141_(',11 161-511 DESCRIPTION OF REVISION DATE APPROVED Coco U T-1 La erstroemia i. ' a-� �7 .~i 00 9 Cherokee Grape Myrtle No. 15 10 (9 m) (4,5 m) (4.5 m) (4°5 m) (5 m) Per Plan REE-MULTI I oolftl A*m% I I C A 11 z11 of RANUMU UU AMUHNUA Zz 141-911 141_ 11 1 11 I 1! 1 11 `h 9 14-9 14-9 16-5 cr� U T®2 laleuca nesophila Pink Melaleuca No. 15 9 _ (4.5 m) (4.5 m) (4°5 m) (4.5 m) (5 m} Per Plan REE-MULTI WES"TERIN' SIDE ` F INTER'""T TE -A5 00 m _ ~� • 6 `NFF-ro%AM " F `OTHILL eat(?O "+, ... ..... 0 TIL BL CHURCH STREET PLAN REFERREINUEo 00 - 01 f SCALE: 1 = 30 WCOU W ti ti 0underground ServceA G a �• t PLANTII\jkj PLANI lert b YmbuL LEG'NEN'"D FOR NOTES AND SEE THIS SHEET LEGENDS, riararaRr ;' �f a L ft p e T I G D TA I LS, S E S H T L-17 vorArAnr ��� ,Ptxv FOR a7 lr M�Gl APPROVED . �� CallCORRESPONDINGCONSTRUCTION TOLL FREE PLA SEE SHEET L- �a� �" �� wig ��n H CT ENGINEER zi cu ® F CORRESPONDING IRRIGATIONLAN, SEE SHEET L- f __._.. _._w_.•..-�._._..^ Al V d EA\5 A 1 li 1 J-__. --_._---- .---...._-® »...---- _._-_Di2i:,;EDi Air_-._...__.-_.-.----_, - �� CALL-OUT _____________________.___-__________._____ _ _ _ _ _ - ----------- - �, U �� � DESIGN ARCHIT RA DESIGN GROUP EMENDED LANDS APE ARCHITECTURE /'� - SAS SITE PLANNING SYMBOL ignat e ^ �� ALL IMPROVEMENTS SHALL P CAL TRANS 2006 7131/ 10221-A TRADEMARK STREET MAF • at A N RANCHO CUCAMONGA, CA 91730 �+ '�' Q Kv E 114 �` (909)484-2800 FAX: (909) 484-2802 �� QUANTITY STAND S, SPECIFICATIONS A PROVISIONS. ate epx co co OF c AN, CHECKED . 0508-5 DRAWING T WORKING DAYS R YOU DIG JC DA'L'E: 5-6-08 RLA NO. 2834 SHEET 13 OF 18 _ ___ > EX. STREET L T EX.CATCH BASIN EX. CURB & G R rr `.. 044-� •, �. R.Q.W. 119 " EX.ACCESS RAMP , O ~7 STATION NOTE: 4 V S-1^ J `c� EX. ACCESS RAMR ti 133 EX. CA ASI e STATIONING SHOWN BASED CENTERLINE INTERSECTION 1-15 AND 0 0 0 0 0 0 0 o O a `` T-1 Y ` ^ .� T ?`` ,���' FOOTHILL BLVD. (RTE. 66) AS SH WN GALT I T- -WAY MAP o a o 0 0 0 o �' NO. 401594. DATED JULY 30, 1970 AND CONSTRUCTION PL . 3905351 DATED AUGUST 1996. O' a•Q opo p o 00 � 4 -.. �--�, a ;. „��. vl(; ._.. .� GL INT. I-151 FOOTHILL BLVD. STA. 304-X15.36 6 A�j tj ti A �� .. _``' EX� T��I' SIGN A /Vp p ���` ro ~.�. . --.-.�. 126 _ - : ^ x^ ® •� ��---_ � 124 15 S-8 `Y> ,�,.4 � _` - - '�`t, �7 _ 125 x 23d EX. CATCH BASIN �'p C' ? r EX.TRAFIC SIGN 4 G �p e� EX. SIDEWALK EX. STREET LIGHT T- `''---_ EX. CURB & GUTTER .> 179 '<::� ,�. : 1 ti 1 .. # S l �w.. y-� #. 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MEN � .... .. ,.. .. ... .... ... ..,-.. a..4 ,.. .fit.,... ....,.. .. .-_.,.., ... ar , .r f,- x i _.,» ........... .... ... _...._,.... - ....,..........., ...,........v.- ..................................... . .... ._.......,..,, O � r ............-1.... ..... 225 ................_._, ._..w .. ...... .._.p.. 0. ... _..,.. ., ....p.. ep ..,...q„„ ..,. ...........,.... ...,.._.... VD ---------- Cl ■■ .ri... ._»�...ri .9... ....J1... ..,. .. ..-.,.•. ., "`....................... ...................,,.,_.-...... .,......»,_,_..i........,_._._............,.,..,.................._,,.......,.,..._.............. ...........,_......_.......................................... ...,.�L...................,... ...,,......,.....,:....,....,�.... .........._..,., ,_.,, ..«........,.....,...., A+ ..... ...... oss 0o-® ...-.........«.,,. ®■ ■■ ... .t,., .. ...•' ♦ -•p.... ...-p... ....... ..... ..,.,. ..._.,. •. ... ..._ R.„ «...........,_...,,... y ..........,_. ..t.. ...4.. .... .... ... ......._,..,.... on N ......-.,. ...�..... ■ .. ... .._. .. RATE INLET ■■ ...._.... - ..�..__...._.....__.............._._..... .• ...�._......... ,�._....,..�..,. -_. nAM1 _. _. ......__. ■■■ w_._.....,.... ..-- EX. STREET LIGHT ". .......r. .. _ .•••.- ...._. . ._.._. ..... ...... _.. m■ ■ 1 No -... ._...�...... ■■ ■■■■ ■ ■ ■ m r s �....w....._..._-.,.. ...._._..__ EX. S REST LIGHT ...._....-....k._... _.... ..,. ...._... .... , ■ ■ ■ ■ ■ No ■■■■m■m■ ■ ■■ ■■ ■ ■ ■■■_. ..#�-■-•■..�..@=gym "'- " EX. GRATE INLET _._.... ,+ w ��� ._..._ BT n.... ................... ..._,.._«. « F _._....�._,..._....---- ..._...............mals ..... ..... mew M___...,....._.wm.._..,,«.,..,............. - .,.., EX. D _..._.._. _...._. _........................... G Q AV EM ENT .. _..,« '-'- -• .._. •>�...._. c� _,...._w................._...,� � ......_.___,,,�., -------�' ,s EX. F TRAVELED W X, EDGE Q ROADWAY .....___»..,. EAG AY vE• F .........«.......................�__ _ _ ,. 88 :.. ....................»,_.»»,a._.»...._._...._,_,._....._ n = O r' ......................_ _ w I-ONNTH "00% LEGENF` _._.. .. _ - -� _,_«,.__---.....................__ - ...•..•....._. .......... P L Nu �- ..... _......................... a.i.. w »�r co I a QTY. MINIMUM DISTANCE FROM �__ w -_, _ .. _...,,.__.__ _ .............................. �............,.......� EX. EDGE OF TRAVELED WAY CP Tl ...... _...Y `� -r":..... _................ .......... _ rr.......,........ rt .... ..__.._ ...,.........-.................�_� �_.«.... � �... PLANT PLANT Y BOTANICAL NAME COMMONNAME :-:...._,__...___....w ,___ ..._...,.r_.�._................«............... _.......�...,r...................................... �..........,...,_. . ....... �, _ 4 ME I SHEET TRVD PVMT FENCE WALL PAVED EARTH ON CENTER REMARKS jx x '�� �'�� EX. EDGE OF PAVEMENT 00 ` GROUP ONLY WAY DITCH DITCH -' �' x ` _.... ~r...._.. --------...... ------------­­DIRT MERU S-1 p Lantana montevldensis Trailing Lantana No. 1 133 - - - " 1A ... - SHRUB ��•� ...... .� .�.�....................................��.,�_.......,...w.. .. 3' o.c. - (1 meter __........ ..........,�.,..,..... ::- . ._... ...................._�_...,.._»,.. -- _�_._ _..w.... _..__................. «3��..... c ) c ) c ) c ) c ) 15 .......... .................. -'-'----.., ..... 317 - _....w 2 m 2 m 2 m 2 m 2.5 m . ....,.. __.._..-.�w................... .,.._�,._....«,,..... _.. ... .1..g.................u�...._..,.__..,..... �� -2 Rosmarinus o. `Prostratus° - - 9`-1Q°' 6'-6" 6'-6" 8'-2" 8'-2" 1 11 GROUND 3 - _ 31..F,.... ......w_......,_. . S Rosemary No. 1 6-6 o.c. -- (2 meters} _ -�- _.._........_........_._...........�..........__...... ...�........__,....,__..._.. _ ....._�_.... 3 m 2 2 m .5 m) (2.5 m) COVER - ......�_.., .... T T E R �.... .._.._,... .._«....w - 61-611 6-6 6-6 - 8-2 A S-3 Arctostaphylos d. 'Howard McMinn' Sonoma anzanita o. 1 67 - ( } (2 m) (2 m} (2 m11 (81- m) 61.611 o.c. - (2 meters) SHRUB _._,,.__, ...................................�......�_���-................................�::...........,..•......_,_._....w..«.._.._.._.,�� 11 11 11 11 11 CALTRANS SPECIFICATION NOTE: A -4 p hmnus calif ornica 'Mound San Bruno' California Coffeeberry No. 1 86 - 81-211 -2 81-211 61-611 9-1011 8' o.c. -- 2 meters SHRUB (2.5 m) (2.5 m) (2.5 ) (2 m) (3 m) ( ) ALL WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING WITHIN 141_911 9'-1 11 61_611 91.1 011 1 11_11 THE STATE RIGHT OF WAY SHALL CONFORM TO THE PROVISIONS IN A S-5 O Ceanothus . 'Horizontalis' Carmel Ceanothus No. 1 179 - 11 SHRUB SECTION 20-4'HIGHWAY PLANTING'OF THE CURRENT DEPARTMENT'S (4.5 m) ( m) (2 m) (3 m) (3.5 m) 6-6 o.c. - (2 meters) SPECIFICATIONS. 81-2►1 '-2'° 8'-2" 91-1011 81-211 A S- /., Arctost phylos uva-ursi Bearberry No. 1 87 - (2.5 m) (2.5 81- ) (21- m) (3 m) (2.5 81- ) 8' o.c. - (2.5 meter) SHRUB A S-7 = : Lantana camera `Confetti' Lantana No. 1 - - 6'-611 61-611 61-611 61-6„ 51-211 MULCH NOTE: (2 m) (2 m) (2 m) (2 m) (2.5 m) 3 o.c. -- (1 meter) SHRUB 1 11 1 11 , „ CONTRACTOR SHALL INSTALL A 3"LAYER OF MULCH IN ALL SHRUB AREAS. S-8 scalIon ia 'Newport Dwarf' NCN o. 1 _ 41-1111 41-1111 41-1111 4-11 41-1111 SHRUB N (1.5 m) (1® m) (1.5 m) (1.5 m) (1.5 m} 3' 0.c. - (1 meter) MULCH SHALL CONSIST OF WOOD CHIPS,TREE BARK OR SHREDDED BARK. z 11 1 11 1 11 OR ANY COMBINATION THEROF, MULCH MATERIALS PRODUCED FROM PINE PERMIT NUMBERS: S-9 M o drum 'Pacificum' Prostrate o orum No. 1 - 191-811 191-811 191-811 191-81, 22-11 y p y p - 10` o c. - 3 meters SHRUB TREES GROWN IN ALAMEDA,MONTEREY,SANTA CLARA,SANTA CRUZ,SAN (6 m) (6 m) (6 m) (6 m) (7 m) ( ) LUIS OBISBO OR SAN MATEO COUNTIES SHALL NOT BE USED,WOOD CHIPS 0$-06-N-LF-0529 ' ' 11 1 11 11 ' 11 SHALL BE MANUFACTURED FROM CLEAN WOOD.CHIP SIZE SHALL BE 0$-SBD-15 PM 9.$44 S-10 ( Juniperus c. 'Pfitzeriana' Pfitzer Juniper No. 1 - _ 6-6 6-6 6-6 6-6 8-2 8' o.c. - 2.5 meters SHRUB " 11 " (2 m) (2 m) (2 m) (2 m) (2.5 m) ( ) BETWEEN 1l2 TO 3 AND NOT LESS THAN 3/8 WIDE AND 1/16 THICK. z 11 �� AT LEAST 85%,BY VOLUMN,OF WOOD CHIPS SHALL CONFORM TO THE co 10� A S-11 ha hiole is indica 'S rin time' Indian Hawthorn o. 1 67 91-101, 61-611 6-6 9-1 Q 111-511SIZES SPECIFIED.WOOD CHIPS PRODUCED FROM TREE TRIMMINGS OR p p 'Springtime' - (3 m) (2 m) (2 m) (3 m) (3.5 m) 6-6 o.c. - (2 meters) SHRUB SMALL TWIGS ARE NOT ACCEPTABLE. Shredded Mulch- 3" Depth TREE BARK SHALL HAVE A PARTICLE SIZE BETWEEN 1/2"AND 1-1/2"AND SHALL BE FREE OF SALT AND FOREIGN MATERIALS SUCH AS CLODS, cc COURSE OBJECTS,STICKS, ROCKS,WEEDS OR WEED SEED.SHREDDED BARK SHALL BE A MIXTURE OF SHREDDED BARK AND WOOD:SHALL HAVE A 11 1 11 1 11 1 11 1 11 PARTICLE SIZE OF 1/8"TO 1-1/2"AND 1"TO 8"IN LENGTH AND SHALL BE 0 15' 30' 6 ' 120' DATE APPROVED • 291-611 - 141-911 141-911 141-911 161-511 FREE OF SALT AND DELETERIOUS MATERIALS SUCH AS CLODS,COURSE DESCRIPTION OF REVISION o U T-1 a erstroemia i. 'Cherokee' Crape Myrtle o. 15 5 (9 m) (4.5 } (4.5 m) (4,5 m) (5 m} Per Plan TREE-MULTI OBJECTS AND ROCKS.AT LEAST 75°f°,BY VOLUMN,OF SHREDDED BARK ..Co Qm SHALL CONFORM TO THE SIZES SPECIFIED, I T o f R 'A NJ C H 0 A M 0% N to 3% 'Am �w , CONTRACTOR SHALL SUBMIT A SAMPLE AND A CERTIFICATE OF 141-911 141-911 141-911 141-911 161-511COMPLIANCE FOR APPROVAL OF MULCH MATERIAL,PRIOR TO PURCHASE Rm U T-2 elaleuca nesophila Pink Melaleuca No. 5 6 - (4.5 m) (4.5 m) (4. m) (4.5 m) (5 m} Per Plan TREE-MULTI AND PLACEMENT h ` E OF INTERTATE15 W E E"'i T E rm%N S I ruP_ me 00 =0 FOOTHILL ONFF-rR%AMP` zM illlfUy- •: moo' FOOTHILL LVD T CHURCH T cc 4;1 a Pk L A I N U` *0 0'to..i S R E F E E N E z0_3i ` ' _ �P4 P"LAN T ' INu PLAN N R 4 1� SCALE: 1 - 30 cot _a Serv'ce �"tc, , SEE N �' Np SCgp� I' : : 9 • • T L�1 3 P:OTAPART ?:':':;::::j::•.:..`:'^.::.'"'.::. , ` E7 NOTr,PARt '.':'':'::>::<::::'':��:�''•:::::::<:i2.:.:.':'?:;:moi::..::... - .... - ,a.... 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MINIMUM DISTANCE FROM __ sam— - THIS — - i— CALTRANS SPECIFICATION NOTE: STATION NOTE: PLANT PLANT SYMBOL BOTANICAL NAME COMMONNAME SIZE SHEET TRVD PVMT FENCE WALL PAVED EARTH ON CENTER ALL WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING WITHIN GROUP NO. ONLY . WAY � __ — DITCH __ DITC-H - THE STATE RIGHT OF WAY SHALL CONFORM TO THE PROVISIONS IN STATIONING SHOWN BASED ON CENTERLINE INTERSECTION OF 1-15 AND A S-1 @ Lantana montevidensis Trailing Lantana No. 1 - - 61-611 61-611 G'-76 - 61-611 ' 81-2 11 SECTION 20-4'HIGHWAY PLANTING'OF THE CURRENT DEPARTMENT'S FOOTHILL BLVD. (RTE. 66) AS SHOWN ON CALTRANS RIGHT-OF-WAY MAP - (2 m) (2 m) (2 m) (2 m) (2.5 m) 3' o.c. - (1 meter) SHRUB SPECIFICATIONS. I NO. 401594. DATED JULY 30, 1970 AND CONSTRUCTION PLAN NO. 3905357 A S-2 (@ Rosmarinus o. 'Prostratus' Rosemary No. 1 - - 91-1011 61-611 61-611 81-211 81-211 - 11 GROUND DATED AUGUST 28, 1996. 1 (3 m) _Cq m�_ (2 m) (2.5 m) (2.5 m) 61 6 o.c. - (2 meters) COVER CL INT. 1-15 / FOOTHILL BLVD. = STA. 304+15.36 A S-3 .--,%, Arctostaphylos d. 'Howard McMinn' Sonoma Manzanita No. 1 81 - 61-611 61-611 61-611 61-611 81-211 61-611 O.C. - (2 meters) SHRUB MULCH NOTE: (y) (2 m) (2 m) (2 m) (2 m)--- (2.5 m) CONTRACTOR SHALL INSTALL A 3"LAYER OF MULCH IN ALL SHRUB AREAS. A S-4 0 Rhamnus californica 'Mound San Bruno' California Coffeeberry No. 1 131 - 81-211 81-211 81-211 61-611 91-10 11 8' o.c. - SHRUB (2.5 m) (2.5 m) (2.5 m) (2 m) - (3 m) -____ MULCH SHALL CONSIST OF WOOD CHIPS,TREE BARK OR SHREDDED BARK. A#� - 14 1-911 91-1011 61-611 91-1011 111-511 OR ANY COMBINATION THEROF.MULCH MATERIALS PRODUCED FROM PINE A S-5 (0) Ceanothus g. 'Horizontalis' Carmel Ceanothus No. 1 123 61-611 o.c. - (2 meters) SHRUB TREES GROWN IN ALAMEDA,MONTEREY,SANTA CLARA,SANTA CRUZ,SAN \-,/ (4.5 m) (3 m) (2 m) (3 m) (3.5 m) LUIS OBISBO OR SAN MATEO COUNTIES SHALL NOT BE USED.WOOD CHIPS .--"%.. 1-1011 I � A 81-211 81-211 81-211 9 81-211 SHALL BE MANUFACTURED FROM CLEAN WOOD.CHIP SIZE SHALL BE A S-6 I // I Arctostaphylos uva-ursi Bearberry No. 1 83 - 8' o.c. - (2.5 meter) SHRUB BETWEEN 1/2"TO 3"AND NOT LESS THAN 3/8"WIDE AND 1/1 6"THICK. \.� - (2.5 m) (2.5 m) (2.5 m) (3 m) (2.5 m) AT LEAST 85%,BY VOLUMN,OF WOOD CHIPS SHALL CONFORM TO THE I- A S-7 (D Lantana camara 'Confetti' Lantana No. 1 50 61-611 61-611 61-611 61-611 81-211 SIZES SPECIFIED.WOOD CHIPS PRODUCED FROM TREE TRIMMINGS OR _j - I SHRUB D (2 m) (2 m) (2 m) (2 m) (2.5 m) 3 o.c. - (1 meter) SMALL TWIGS ARE NOT ACCEPTABLE, 19 0) 1-1111 < 41-1111 41-1111 41-1111 41-1111 4 co A S-8 0 Escal Ionia 'Newport Dwarf' NCN No. 1 200 - SHRUB TREE BARK SHALL HAVE A PARTICLE SIZE BETWEEN 1/2"AND 1-1/2"AND 0 (1 .5 m) (1.5 m) (1 .5 m) (1.5 m) (1.5 m) 3' o.c. - (1 meter) ;1 ______ SHALL BE FREE OF SALT AND FOREIGN MATERIALS SUCH AS CLODS, F_ .__­%, z I 1% 1-1111 < A S-9 U Myoporum 'Pacificum' Prostrate Myoporum No. 1 - 191-811 191-811 191-811 191-811 22 COURSE OBJECTS,STICKS, ROCKS,WEEDS OR WEED SEED.SHREDDED _j IL - 1 0, o.c. - (3 meters) SHRUB LO ) (7 m) BARK SHALL BE A MIXTURE OF SHREDDED BARK AND WOOD:SHALL HAVE A 11 10--11%, PARTICLE SIZE OF 1/8"TO 1-1/2"AND 1"TO 8"IN LENGTH AND SHALL BE 6 A S-10 Juniperus c. 'Pfitzeriana' Pfitzer Juniper No. 1 - - 61-611 61-611 61-611 61-611 81-211 7 (2 m) 8' o.c. - (2.5 meters) SHRUB FREE OF SALT AND DELETERIOUS MATERIALS SUCH AS CLODS,COURSE I I (9 OBJECTS AND ROCKS.AT LEAST 75%,BY VOLUMN,OF SHREDDED BARK 1� C� A--%, - 9 1-1011 61-611 61-611 91-1011 111-511 SHALL CONFORM TO THE SIZES SPECIFIED. !] A S-11 (0) Rhaphiolepis indica 'Springtime' Indian Hawthorn No. 1 - 61-611 o.c. - (2 meters) SHRUB D N.� (3 m) (2 m) (2 m) (3 m) (3.5 m) a? co CONTRACTOR SHALL SUBMIT A SAMPLE AND A CERTIFICATE OF 11 < .e1%.e111*N.e*1x%1� I to w? d? .e .l e x COMPLIANCE FOR APPROVAL OF MULCH MATERIAL, PRIOR TO PURCHASE I I 1% 1% N *% *% Shredded Mulch- 3" Depth AND PLACEMENT PERMIT NUMBERS: �6 - . - - - (9 z 08-06-N-LF-0529 3: 100"44%, < 08-SBD-1 5 PM 9.844 fr r A 0 1 a 1 291-611 - 141-911 141-911 141-911 161-511 0 z y U T-1 \* 'Cherokee' Crape Myrtle No. 15 5 (9 M) (4.5 m) (4.5 m) (4.5 m) (5 m) Per Plan TREE-MULTI cc 'j,.000/- Lagerstroemia i. 0 �: �2 1 6 A . 0 141-911 141-9" 141-911 141-911 161-511 0 . z - 3: U T-2 Melaleuca nesophila Pink Melaleuca No. 15 5 (4.5 m) (4.5 m) (4.5 m) (4.5 m) (5 m) Per Plan REE-MULTI - < cr I . I — I 0 �. I I I ZL P%r=CvrzP PRNWI(qC7 AC15 f5ult.-T 911,10 N T 0 N z 0 15' 30' 60' 120' v �c Ir- . M DESCRIPTION OF REVISION DATE APPROVED I v IIIIIIIIIIIIIIIIIIIII ���I N (0 0 0 f r-% A F_ %ff I I ff a I I ______ ______-__ _____ jr I I I 0) - % I 6 0 IIIIIIIIIIIIIIIIIIIII C IT %T'r H /A '&\Jl ` H 0% C] lul C A M U`% Ir\J1 `% A �- r 0 _j z < I . S . (0 :) 0 WES711EIRl-N S11yj`%E ""k INTER` STATE 15 ;1 - - - - - - - - - R�: 1, . , I %N 1. I- M I I � I !M v_"V_NrN EAr - � I I Cc I A 0 _r HLL ""FPw_"-Rff` AMP` < ruuTn 6 1"%0.% 4k _L___�11.I- W cm 0%11 I r- A k I 00%rm% ,0111, r%r1% IL I 10"k, 40% . i 1 R I 19 wou a- S 1\� . �p I � FOOTHILL BLVD TO CHURCH STREET < fy __ I 0 b Y M t5 U L L E C3' E N UP"' rrmk'LA I\J U IN U 0 0 F I-EFEREINI E0 I, r��"r" 4. ; \ 66 1 K, ly_ f I- - - I \ " � 0 . A to � I � A A 0 0 ��_ I I B I .8 *h SHRUBS / SCALE: 1" = 30' 1 1 1 \ I �xy // N r r`L AN T I N Uf'*% rr"A LAN = FOR NOTES, SEE SHEET L-13 1. \ z \ \ \ \ -,, \ w I r_ A 1. $ — — 0 .1. I ��! !! ! ftft- () Underground b""ervice /Merl CALL-OUT FOR PLANTING DETAILS, SEE SHEETS L-18 WIT A PART ===================�_ I __ -10, ---_ . co I � I \ "' Vi� ! GAP4� 0 NOT A PART APPROVED BY: I z 2! __ a SYMBOL FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-4 ­­­-------- .......... ... 0.) �r�Da- �1\ iffl - 1"op __ - __­-� DATE: L4 /e,/1 o 5 ....................... : IQ , ii ��� .,..........�................................... 0 ,/ 7 < ................. �� FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-10 �.......... :0P I C CITY ENGINEER , RCE No.S 367 fr - U_ I I . 0 1� . � . to I== 11 "___1 bl. i ;"'A -1- 7 Caii: TOLL FREE \\ "I INTERSTATE 15---------------z---------------01PTI-1-11--------------------------/-/­'jr\4\ �1 44� ,'A . -6 QUANTITY � - . 0 - to DESIGN '--A-FT'CHITERRA DESIGN GROUP RECOMMENDED 0 T . .- .1 ca 0 .l` LANDSCAPE ARCHITECTURE � cu ALL IMPROVEMENTS SHALL BE PER CAL TRANS 2006 _j �� SAS SITE PLANNING � .4M 0%0% 1 natQre ?707- 0 �� i� ?3 1,/06 I a 10221-A TRADEMARK STREET I. = M A r-% - 1 8UU STANDARDS, SPECIFICATIONS AND PROVISIONS. Le ffrA I N e - I I D I DRAWN RANCHO CUCAMONGA, CA 91730 SHEETF - - ___ cc Z5 ;t� J-- % K`E Y /_x r 770 2 A 0%9% A -A ^^ I of 7 — MZR (909)484-2800 FAX: (909)484-2802 2:E < 51 L- 1 5 0 Q_a� 001 Cq LO 14 id id 14 1 ,30 (n�? 1)" 13 to N JOB NO. 05000-5 () 00 __���__� — 0 F C AN0 I I DRAWTNG NO. -1-=_=,==1:_�� I r F I I —E..............� =x &,,..�L, I , � , --- --- I I 0�__-I- !I it, J�-;ff- --- __,_�w._I__-L-.1 _0�a 0---->_11-11 -0-i_;--sm-ro ,or I :_I,,Ii r�_ ",.a...... - a-7,mr-a-M --- ----------------- " � , _ _ " �w _­__'­­** - � A0 ....WS_11�"-'..'________1N 11 I I I zz_ ;:m I W Q TWO WORKING DAYS BEFORE YOU DIG JRC DATE: 5-6-08 RLA NO. 2834 2.2.0 2.-L. CC CO cm SHEET 1.5 OF 18 -�-1-���,��--------�-�---��,-,.-,�,�--l'-,-,----�����-�,�..�----_--1_____,.____,_,_ 1-111-1 I I I- 11-�-11--l-I'���11---",���-.�-,���.1-�,�---�,-"-�-��.,-.-�-�---"---�-��---�""--�--l'��l-.-�------------- I---I"-,-,-111-1-1-11-­--___--- �I-,----�-----�,,�,--��----.-..---.---------""�,-,�-,- --1­­-I-111_____,___1_1--___-_1_,_______,_______I I I--,-,��-�--�--.-.,-��.1-11,�,���--�--�------------- EXISTING TREE NOTE: x r-ft A 0"N rN N U 7 6"0 9 A E L M A rm% "' " - 1 bA6Z) FKU) F hC ALL EXISTING TREES TO REMAIN IN PLACE CONTRACTOR TO PROTECT IN PLACE. 10 EX. PAR(INC EX. D K .61 S-9 i�:j W x X x cc 01: W lylez a- 61 1po J 0 /V T q,�, )6.O.W. S-8 /,"'LIMIT 0 WORK 2 % % X x ............ L R.O.W. I 1 0 0 a 0_5 isms 0 U) X 255 17 a I 1 0 S A-0 MINDyBENNESNININ v `1� Iti'm - F.,7w _ I-se on X. ST 5 -------------------- ---- OF WqR� --------------------------J_ INNININESS oan jil ii. ET W ........ ........ 0 .......--------- ---- ....... ..................... ...... W I ---- .....1____ x .......... ----------------- ....... .............. ft I U --------------------- ....... x x E N D F :23� u r-"'A iN A`N E Cr1AIN Nt:L' Vo -------------------------- ... ....____ tl,7�­1111'e e - e " 9 ........... % % .77 61 e, ...... . . . W ... z x 'OEM 1 51 10 SIEMENS R.0 .61 x FLC .. 14.... --------- I 21 < a I I I if 0 1 0-94-0, on NONNI 1 0 SIMISSIA-l"I"S a IBM I I 10 1 IjyI Bill Ron 110 WMI11,1,44, SEEMS INN 0 5011"p,rimm son MEN 00101107, ff 'S on, . ..... I NINE 110111MINNIJI's- NNINEMBINNIN 'Ek,GUARD RAV 511MIN0055. on SOON son SINA-Ir-o" to NONE on moons NIMENIS EX-TRAFF-4G.' . ........ ........ ---- ---- ------- ........ ........ T ....... 6OF­ROADWAY. ....... .................. .-,-..-,EX---ED.GE..�F,---R(J�D.WA EX, EC.TRtCAL_EQU,I,P_MEN, _EX,. )0 --------------- .......... EX,,E6GE OF TRAVELED YVAV��*..... �X /,X E.D. x = �,TRAVELED WAY \ 0 /0 EX. EDGE OF X 'I";on, X .............. ....... ------ ...................... - - -------------- --------­*­ ........ ...... . ...... ...... -------------- ... ....... ...­­-­_��, _f-------------------------- .......... ... ------ .. ......�X........ - ��- X------ ......................................---------------------- .......x_/ ....... 1po -X-............................ ......... .6' x x x EX. BRID S-6 /T-2\ 1>x X S-3 T-1 S-2 x ...... .......... ...... ............ --------- ......... ......... .................... ...... ............... S-5 ................. 159 15 118 ---------------- I�V3 ............. ................ ......­ ........../�............. ................. ...... ............ S-1 ------- S-4 - ­­­_­...... 18 0 163 + 41 X "'Xx, 344 U� x, 00 0 ............... ................. ........ ...... ----------------------- ---------- ......... --------------------------- ----------..............................-..... ------ _­­.......... 7�-------------- ........... ...........------------ ........... ............ ....... .... ... ------ ***/....------- ......... 19-1- ...... .... XX U_ EX. EDGE OF TRAVELED WAY---, EX. EDGE OF TRAVEL D WAY-, .......... ­_­ ..... ------- ....... ......­­ .........­­___ ...... ...... ------------------------------------ ....... ........................... ................ ................................................... ............ ........ ------------­-------------- ------ ........... --------- ...................................... ------ -------- ......... --------- ............ .......­,**­*­*................ ............ ...... ............... ...... ..............................---------................... "ER (RAIS EX. EDGE OF PAV 'E"IT EX. CENTER DIVID GRkT\1E INLET EM ED) -, EX. EX. EDGE OF PAVEIVIE�T EX. CENTER DIVIDER (I MISED) .......... -------- ...... X V\"\\\ .................. ...... ...... ...... ­�......... .........................._­_ .......... ................. ......... ......... -------- ............ -------- ......... .................. ................. ----------­­­** ...... ............. Or __111_::�---------------- 61 `6 x/1e:1 61 37 0 9 ----------- .......... -3----------------............. -DIR"'T MEUIAN-A t)5,, X 3 ------ 1P0_ U A 331 334 '�o 335 36 61 1P $r 5' 33 ;>D1`hT ME' N 3 ...................... A ------------ ------­------------- ......... ......... ....... ............ ................ ..........._..­ ......... ........... ..............................-........ ------ ...... ............ T T E 5 ------------ .......... ............... .......... ......... ...... ....... ...... PLANTING LEU01EN ["J"' . QTY. MINIMUM DISTANCE FROM CALTRANS SPECIFICATION NOTE: THIS STATION NOTE: PLANT PLANT SYMBOL BOTANICAL NAME COMMON NAME SIZE SHEET TRVD PVMT FENCE WALL PAVED EARTH ON CENTER REMARKS ALL WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING WITHIN GROUP NO. ONLY WAY DITCH DITCH THE STATE RIGHT OF WAY SHALL CONFORM TO THE PROVISIONS IN STATIONING SHOWN BASED ON CENTERLINE INTERSECTION OF 1-15 AND A S-1 Lantana montevidensis Trailing Lantana No. 1 344 61-611 61-611 -F-Uff 61-611 81-211- SECTION 20-4'HIGHWAY PLANTING'OF THE CURRENT DEPARTMENT'S FOOTHILL BLVD. (RTE. 66) AS SHOWN ON CALTRANS RIGHT-OF-WAY MAP (2 m) (2 m) (2 m) (2 m) (2.5 m) 3' o.c. - (1 meter) SHRUB SPECIFICATIONS. NO. 401594. DATED JULY 30, 1970 AND CONSTRUCTION PLAN NO. 390535, DATED AUGUST 28, 1996. A S-2 Rosmarinus o. 'Prostratus' Rosemary No. 1 185 91-1011 61-611 61-611 81-211 81-211 GROUND CL INT. 1-15 FOOTHILL BLVD. STA. 304+15.36 (3 m) (2 m) (2 m) (2.5 m) (2.5 m) 61-611 o.c. - (2 meters) COVER MULCH NOTE: A S-3 Uv Arctostaphylos d. 'Howard McMinn' Sonoma Manzanita No. 1 159 - 61-611 61-611 61-611 61-611 81-211 61-6 11 o.c. - (2 meters) SHRUB CONTRACTOR SHALL INSTALL A 3"LAYER OF MULCH IN ALL SHRUB AREAS. /1"N (2 m) (2 m) (2 m) (2 m) (2 1.5 m) A S-4 Rhamnus californica 'Mound San Bruno' California Coffeeberry No. 1 99 - 81-211 81-211 81-211 61-611 9-1011 MULCH SHALL CONSIST OF WOOD CHIPS,TREE BARK OR SHREDDED BARK. (2.5 m) (2.5 m) (2.5 m) (2 m) (3 m) 8' o.c. - (2 meters) SHRUB OR ANY COMBINATION THEROF.MULCH MATERIALS PRODUCED FROM PINE 1-911 91-1011 TREES GROWN IN ALAMEDA,MONTEREY,SANTA CLARA,SANTA CRUZ,SAN A S-5 UO Ceanothus g. 'Horizontalis' Carmel Ceanothus No. 1 163 - 14 61-611 9'-10" 1 V-5" 61-611 o.c. - (2 meters) SHRUB LUIS OBISBO OR SAN MATEO COUNTIES SHALL NOT BE USED.WOOD CHIPS (4.5 m) (3 m) (2 m) (3 m) (3.5 m) SHALL BE MANUFACTURED FROM CLEAN WOOD.CHIP SIZE SHALL BE A S-6 61') Arctostaphylos uva-ursi Bearberry No. 1 118 - 81-211 81-211 81-211 91-1011 81-211 BETWEEN 1/2"TO 3"AND NOT LESS THAN 3/8"WIDE AND 1/16"THICK. (2.5 m) (2.5 m) (2.5 m) (3 m) (2.5 m) 80.c. - (2.5 meter) SHRUB AT LEAST 85%,BY VOLUMN,OF WOOD CHIPS SHALL CONFORM TO THE SIZES SPECIFIED.WOOD CHIPS PRODUCED FROM TREE TRIMMINGS OR 61-611 61-611 61-611 61-611 81-211 SMALL TWIGS ARE NOT ACCEPTABLE. A S-7 Lantana cam ara 'Confetti' Lantana No. 1 SHRUB < (2 m) (2 m) (2 m) (2 m) (2.5 m) 3o.c. - (1 meter) 41-1111 41-1111 41-1111 41-1111 4 1-1111 TREE BARK SHALL HAVE A PARTICLE SIZE BETWEEN 1/2"AND 1-1/2"AND z A S-8 0 Escallonia 'New ort Dwarf' NCN No. 1 255 SHALL BE FREE OF SALT AND FOREIGN MATERIALS SUCH AS CLODS, I- p SHRUB z (1.5 m) (1.5 m) (1.5 m) (1.5 m) (1.5 m) 3' o.c. - (1 meter) COURSE OBJECTS,STICKS,ROCKS,WEEDS OR WEED SEED.SHREDDED 191-811 191-811 191-811 191-811 22 1-1111 BARK SHALL BE A MIXTURE OF SHREDDED BARK AND WOOD:SHALL HAVE A (0 A S-9 Myoporum 'Pacificum' Prostrate Myoporum No. 1 59 10, o.c. - (3 meters) SHRUB PARTICLE SIZE OF 1/8"TO 1-1/2"AND 1"TO 8"IN LENGTH AND SHALL BE (6 m) (6 m) (6 m) (6 m) (7 m) FREE OF SALT AND DELETERIOUS MATERIALS SUCH AS CLODS,COURSE 61-611 61-611 61-611 61-611 81-211 OBJECTS AND ROCKS.AT LEAST 75%,BY VOLUMN,OF SHREDDED BARK �2 A S-10 Juniperus c. 'Pfitzeriana' Pfitzer Juniper No. 1 8' o.c. - (2.5 meters) SHRUB C� (2 m) (2 m) (2 m) (2 m) (2.5 m) SHALL CONFORM TO THE SIZES SPECIFIED. I- D A S-11 Rhaphiolepis indica 'Springtime' Indian Hawthorn No. 1 91-1011 61-611 - 61-611 91-1011 111-511 61-611 o.c. - (2 meters) SHRUB CONTRACTOR SHALL SUBMIT A SAMPLE AND A CERTIFICATE OF (3 m) (2 m) (2 m) (3 m) (3.5 m) COMPLIANCE FOR APPROVAL OF MULCH MATERIAL,PRIOR TO PURCHASE AND PLACEMENT Shredded Mulch- 3" Depth z PERMIT NUMBERS: 08-06-N-LF-0529 1-911 08-SBD-1 5 PM 9.844 z 291-611 14 141-911 141-911 161-511 M V* 01 U T-1 Lagerstroemia i. 'Cherokee' Crape Myrtle No. 15 2 (9 m) (4.5 m) (4.5 m) (4.5 m) (5 m) Per Plan TREE-MULTI 0 Lo W 7 co < M A co Z 0 141-911 141-911 141-911 141-911 161-511 U T-2 Melaleuca nesophila Pink Melaleuca No. 15 3 1(4.5 m) 1 (4.5 m) 1 (4.5 m) (4.5 m) (5 m) Per Plan TREE-MULTI < Rt-00* PPAWINO Ajev- - NILT W 0 15' 30' 60' 120' DESCRIPTION OF REVISION DATE APPROVED co r=% A 0=% I I ffl=% Ao-% 0 0 0 U T z mul A M 0% N I T 'Y L; H U z z § 3: < < WES'TER"N' t0""iIIJ"` E O` F 11N'TEh`%00%T/AATE 15 CE or Ca L I CD Willi FOOTHILL BLVD TO CHURCH STREET 0 T DU 0 U) F-`L A N Com r"0% E F E r 110"'E N C'Be M L L E Ci" E N U r rl rl Nk M SCALE: 1 30' SHRUBS T I L r"O'LAL INU r AN A FOR NOTES, SEE SHEET L-13 U) underground ServiceAlert FOR PLANTING DETAILS, SEE SHEETS L-18 0 NOr A PART CALL-OUT I C A Pj� NOT A PAR r ............. ............ APPROVED BY: DATE: 4 /Qv/1 U_ FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-5 to U SYMBOL UM CITY E FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-1 1 CO NGINEER RCE No E711 . " -SUv7Z Call: TOLL FREE --------------INTERSTATE 15------------------------------- ------------------------ ro ITERRA DESIGN GROUP QUANTITY M DESIGN CO CO 0 RECOM ffNDED ------------------------------------ LANDSCAPE ARCHITECTURE ALL IMPROVEMENTS SHALL BE PER CAL TRANS 2006 SAS _A luo�� SITE PLANNING n6ftj la 2 =8 00 STANDARDS, SPECIFICATIONS AND PROVISIONS. M A rmw& �%i 0 10221-A TRADEMARK STREET dh I DRAWN RANCHO CUCAMONGA,CA 91730 SHE E Y A r M AW&0% A -A (909)484-2800 FAX: (909)484-2802 < < D 10 MZR �?Co 4zz 41 jj OF C Nk, JOB NO. 0508-5 S-9 EXIST" ALL EXIS �JACE. CONTRA 59 Oslo on 110 M- 7 WI P I Q1 I v ICHECKED Ine-1 ------ 1DRA ING NO. Z-2-02- - L STANDARD SPECIAL PROVISIONS IRRIGATION Armor-Clad Conductors Irrigation Controllers Armor-clad conductors shall be used in direct burial applications from pull boxes adjacent to irrrigation controller to remote control valves and other irrigation facilities in conformance with the The satellite irrigation controller shall be Weathermatic (ModeIVAC) and will include Aqua Safe details shown on the plans and these special provisions. Assembly Cal Trans D8 AS-CT-D-SS enclosure, Weathermatic VPSM-F Master Valve/Pump Start Armor-clad conductors shall conform to the following: /Flow Sensing Module, VSIM Sensor Interface Module, Remote Valve Actuator receiver, Aqua-Safe Rain Sensor Assembly, Fiber Optic Data Modem and Best Lock, or approved equal. A. Conductors shall be the proper size for the application and shall be solid, uncoated copper with a conductor size not less than 90 percent of the AWG diameter required. Each controller will be designated as "AS" (Aqua-Safe) to be factory assembled in a new stainless steel "AS-CT-D-SS`" enclosure as specified in the provisions under"Irrigation Controller Cabinet". B. At the Contractor's option, conductor insulation coverings shall be either of the following: Top of basin 4" above fop of root ball Any successful bidder can obtain the specified equipment from Weathermatic/Valcon, a division of 1. Polyvinyl chloride (PVC) conforming to UL style, Type OF 60°C, 600V. Average Tefsco Industries, (PH:805-895-8909), or approved equal. thickness of insulation shall be not less than 60 mils,with a minimum thickness of 45 FG mils. The satellite irrigation controller shall be a fully automatic water conservation and water 2. UL listedpolyethylene conformin to UL44 test standards with a minimum insulation v management tool and shall include the following: thickness f 1 ils for wire sizes g 10AWG and smaller. U Tap of root ball Mulch Mulch 1 " above FG A. 10 independent programs, and 10 Soak Cycle starts per program. C. Armor shall be a minimum 0.005-inch thick by 0.50-inch wide Type 304 stainless steel tape B. Flexible station timing from 1 minute to 18 hours, and flexible schedules for every day, odd that is helically wrapped over each conductor with a 33 percent minimum overlap. or even days, select days, or skip days. D. Outer jacket for conductors shall be sunlight resistant PVC and shalt confrm to the FG Insulated Power Cable Engineer's Association (ICER) 5-61-402, NEMA Standard WC5, �. Bottom of7bcoislnJ5 — Root ba I I C. Water budgeting from 1-300°I° and UL Listing 1263. Normal thickness of the outer jacket shall be 30 mils with a minimum Bottom of basIn 3'' beIow FD. Walk-through program for all stations, select stations, or by program. thickness of 24 mils. 4" below top 24" D i a of root ba I i E. Rain days to inhibit operation 1-90 days. Nan-armor-clad conductors conforming to the provisions in Section 20.2.31 D, "Conductors". of the Standard Specifictions shall be used when the conductors are installed in an electrical conduit. Root ba i I F. Automatically learns normal flows by station and accumulates total flows to date. X_ Root conductors and non-armor-clad conductors will be measured and paid for as control and G. Sation shuts down if flows exceed normal; system shuts down if two consecutive stations neutral conductors. SECTIONSECTION exceed limits for stuck valves or broken mains. Check and Test Backflow Preventers H. Access code protection. Backflow preventers shall be checked and tested for proper operation by a certified Backflow (F I at Area) I. Special Events inhibits valve operations in advance; up to 10 events a year in advance. Preventer Tester.The tester shall hold a valid certification as a Backflow Preventer Tester for the local governing authority in which the device to be tested is located.The local governing authority J. Non-volatile memory and real time clock keep correct time and programs during power loss. shall be the county, city or water purveyor having the governing authority over testing of backflow preventors involved. K. Electrical diagnostics monitors circuit breaker and records shorted stations. A. Tests for proper operation shall conform to the requirements of the governing authority. L. Automatic Daylight Savings time change. B. The Engineer shall be notified at least 5 days prior to testing the backflow preventer. SLORP"E PLANTINGN omrluB 1P%LA1`\J1T11%\J1(G` Electric Remote Control Valves C. One copy of the test results for each backflow preventor tested shall be furnished to the Engineer. CALE: N.T.S. CALTRANS #H3 SCALE: N.T.S. CALTRANS #H3 Electric remote control valves shall conform to the provisions in Section 20-2.23, "Control Valves", i the ontractor, failing required tests shall be repaired at of the Standard Specifications and the following: D. Backlow preventers, installed by e C g q p the expense of the Contractor. A. Valves shall be brass construction. PLANTING B. Valves shall be straight pattern (side inlet) as shown on the plans. Mulch C. Electric remote control valves shall be outfitted with adjustable pressure regulators as shown on the plans. Pressure regulators shall be compatible for use with the electric This work includes spreading mulch on embankment slopes, excavation slopes, and areas remote control valves. Pressure regulators shall regulate and maintain the outlet pressure shown on the plans. regardless of the incoming pressure. Pressure regulators shall withstand a cold water working pressure of 1378 kPa. The Contractor shall adjust the pressure regulator to provide A. Mulch must comply with Section 20-3, "Erosion Control", of the Standard Specifications. proper operation of the irrigation system downstream of the electric remote control valves. F B. Apply mulch when an area is ready to receive as detemined by the Engineer. Pull Boxes C. Mulch may consist of either wood chips or tree bark or a combination of both. Wood chips Pull box installations shall conform to the provisions in Section 20-5.0271, "Conductors, Electrical produced from tree trimmings may contain leaves and small twigs. Conduits and Pull Boxes", of the Standard Specifications. Application: Conductors Spread mulch to a uniform thickness of 3 inches. Extend mulch to the edge of retaining walls, dikes, Low voltage, as used in this section "Conductors", shall mean 36V or less. Conductors shall be paving and drainage ditches. minimum number 14 size wire. Measurement and Payment: Low voltage control and neutral conductors in pull boxes and valve boxes, at irrigation control .terminals and at splices, shall be marked as follows: Quantities of mulch will be measured by the cubic yard and will be measured in the vehicle at the point of delivery. A. Conductor terminations and splices shall be marked with adhesive backed paper markers or adhesive cloth wrap-around markers, with clear, heat-shrinkable sleeves sealed over the The contract price paid per cubic yard for mulch includes full`compensation for furnishing all labor, markers. materials, tools, equipment, and incidentals and for doing all the work involved in mulch work complete in place, as specified in the Standard Specifications and these special provisions, and as B. Nan-spliced conductors in pull boxes and valve boxes shall be marked with clip-on, "C" directed by the Engineer. shaped, white extruded polyvinyl chloride sleeves. Marker sleeves shall have black, indented legends of uniform depth with transparent overlays over the legends and "chevron" cuts for alignment of 2 or more sleeves. Markers for the control conductors shall be identified with the appropriate number or letter designations of irrigation controllers and station numbers. Markers for neutral conductors shall be identified with the appropriate number or letter designations of the irrigation controllers. The color of low voltage neutral and control conductor insulation, except for the striped portions, shall be homogeneous throughout the entire thickness of the insulation. Insulation of conductors may be UL listed pofyehthylene conforming to UL44 test standards with a minimum insulation thickness of 1.05 mm for wire sizes 10AWG and smaller. Type 'C', Type 'S' or Type 'T' splices shall be used. Splices for low voltage control and neutral conductors shall conform to provision in Section 86-2.09C "Connectors and Terminals", 86-209D "Splicing" and 86.209E "Splice Insulation" of the Standard Specification , with the exception of Type 'S' splices which shall be soldered. Relief form maintenance and responsibility for electric automatic irrigation components will be granted in conformance with "Relief from Maintenance and Responsibility" of these special provisions. Before the Engineer grants relief from maintenance and responsibility, the functional test W specified in Section 20-5.027J, "Testing", of the Standard Specifications shall be satisfactorily �P Np ,A Pp completed, and the manufacturer's written instructions shall be provided to the Engineer in the use ,�� Krumlvie and adgustment of the installed irrigation controllers. a `�� 0 a SPECIFICATIONS LL BE PER STATE CALIFORNIA g ature MAY 2006 STANDARD Z Wll SPECIFICATIONS I � ane Q n Date BY HE DEPARTMENT OF TPERMIT NUMBERS: �rF 0 F L®�4 T 08-06-N-LF-0529 0 a Z CALTRANS. 08-SBD-15 PM 9.844 rr0 Z y 0 0 Z Q Q Z �4 DESCRIPTION OF REVISION DATE APPROVED f Vw-% A A 0 U A M I T \y/ H M U U U U \J 0 NIL '0%' 1FU"*' E "F INTEmtiT TE -J 5 WE'O"""TEP" N b U Z < 0"'0"'THI LIL OFF—FR"'AM P`3:cc Fuua .= FOOTHILL BLVD TO CHURCH STREET 0 Q NI "N1F10"'%AT1t 1L 660 'T I ETA I LS 0"" waft E f 4 m ,,L I\JU IIJ U uNo APPROVED BY: DATE: 6::-1A ete a CITY ENGINEERC o. qo!�Z2 LL ARC ITERRA DESIGN GROUP DESIGN EWENDED LANDSCAPE ARCHITECTURE SAS SiTE PLANNING - 10621 CHURCH STREET,SUITE 106 DRAWN RANCHO CUCAMONGA,CA 91730 SHEff (909)484-2800 FAX: (909)484-2802 0 MZR coJOB NO. J5U8-5 CHECKED DRAWING NO. co JRCATE: -6-Q8 RL . 2834 171007 EET 17 OF 18 , \ �� �' \N V I �' \ / IA A N ,� , \ //� ���' / ��� � � 01` /. \\� .. .. .. .. .. ._ \ / '� \\ / 4�\ .w"'' dot A $., x #_ -ILIA / PARC MAP 1 71 v �j. �../ VI O IA GARDENS , N, 15716BASS PROb U ICT PARCEL MAP - „n \ R �4 h w. , ti "t, p, Jr -11 butl -AL", P A Rh(0;`E L M A N 0' 7 A"' Or UN 1_ , 4 . / } r Q l� 4 k ; o r .... DENS ISO \ INTERSTATESOUTH BOUND INTERSTATE 15 SOUTH BOUND INTERSTATE 15 ��/ T - - _ - _ - A . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ x NORTHNORTH BOUND NORTH BOUND nyY �u 41 CONSTRUCTION AREA SIGNS 0 _j , ND N _ p F w , \\ / f l SIGN SIGN PANEL SIZE No. OF POT No. OF CODE SIGN MESSAGE N®. Cm x AND SIZE SIGNS G20-2 900 X 450 1 ® 89 mm X 89 mm 2 END LANDSCAPING . 20- 1 1200 X 1200 1 — 140 mm X 140 mm 1 LANDSCAPING AHEAD TOTAL co 10 E mum t; m1k rjV Ar-m ME Li MIL NOTES: V I T Vffm IIIIIIII K A m V In 14 1 • SIGN LOCATIONS ARE APPROXIMATE. EXACT LOCATIONS TO BE DETERMINED BY THE ENGINEER. IF m ESS, 1.09 "i I C. CONSTRUCTION AREA SIGN PLAN z . ALL SIGNS SHALL BE STATIONARY. luu . THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGN WORK ONLY. ExpE civiv BETWEEN CHURCH�TRE-ET AND FOOTHILL BOULEVARD LU 0 100 200 400 800 -- APPROVED Y DATE: CITY ENGINEER RCE • LU CITYF DESIGN 17220 Redhill Ave. C Q N D D Suite BENCHMARK NO. 10051, ELEV.: 1300.686 B.J.B. �M Irvine,CA 42614 a SET 2" BRASS DISK IN CONC. CURB DRAWN Voke:449-251.8821 ---_��-- STAMPED "CITY OF RANCHO CUCAMONGA BM e H u L$_ FAX: 444-251-0516 SHEEf LU 10051 1987" AT THE NORTHWEST CORNER OF B.J.B. P L N ERs G N E E R s SURVEYORS SCALE 1"=200' BASE LINE ROAD AND SWANSON PLACE 0.25 QF L-17 ;5 MILES WEST OF ETIWANDA AVENUE, AT CHECKEDco GE NO 20596 DRAWING NO. lor DESCRIPTION REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.G.M. Uj APPROVED: OF CURB RETURN. DATE FILE NO 1:\46614\IMPLANS\SIP-Ll7B.DWG 5-6-08