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HomeMy WebLinkAbout1454-L i DRAWING NO _ — CONTROL NO �' �) Ilk -- OVERLAY NO e Firi IMaC . .., ., 4L111•.•' Irnl. 8T .IG•I IT .,! tl• UA•f Release Date BENCH MARK NO. 14" Z 3T/1NOAA0 9AA..'� DIRK iN TMIF NMI Z /91 COs FI►OF A' T FOOT T 4N 391 c i ., ANA , -.•J_Vc_9, T AT NE o'-N C00N!ER OF: u1r:wa_^+V0 AVE. AVD o.C. ="IP�'A'�" AV-,=., % t=rET ?vtOP"N OF THE AND 24' EAST OF THE F /0/30/71 /L .. , AVOk 1/L ..F �� r '•,A'D'D ls,C FAM ( RAIL ENDS 'TO BE CENTERED ON POSTS r � rwo�'is. a�lcsr PIC >r.IIIIM la cm STM pm sew >r� sea': li. T1r E�sootrioa fracas shall be 1 orated per the 1`911 ori nt criteria: tr►!L • Few* *411 and !Q• bec t frog *A R.C.R. or W 3 rocommewleti ons of Traffic Section. - .4 1. >sswt mm 7w POOT mw >t s !ltI�11TR ROM nISTING ETrwm" At►R. • Fob del l oM 2' to •1 ther si do of ab 1`i ro MR rwxrmm To tit rf-wamm � Dl zee R p TVhm DOUKDa" NYdwsot, otilify oatleooros. or clliiM otility , I =. c� •1`t Pam am RIIlM or PAS1Pl' 201 "1 ORADrm &1111,1111*111119 pl as. D1rAilt AM or utility sM1 pool.i a *I%w si do of S~ 1 i�It O INA DRDICRTIOM at ALT Ti's! >� TRAIL • • Force on street si do sMl l 09! 5' toeither side of 6„ aus�o am" s � zs svors sassy 3:1 TO DIIITLIOR! dri vemys Ind transverse Mdi m brooa finish concrete 6" MD►J ST'R/P PER Imrmt WALL " FiNISH GAADE PER GRADINGPLAIT 2- ZL 111C RZIRTIMG RORphcs _ lQ�iRs'1'RIAt< T1111al. , . • . 2-150 �"4�D i.o' wuc 1 Addi tiloMl few* ntbocks frm intersections mW be re"i rod par r� � :� NOTE= 1SID DWG NO. 1001 001 RANCHO f Traffic Sottioo. - - -- - - } •CIO TRAIL NOTES 1?" " DIZC A0108ZD N � RTIMO COIiC. V-Gi?T!`iR GRANIT! TRAIL — - >wOO� fNOt 3:1 TO DAYLIa" PER DETAIL V " GRADING PLS t' 4 ��' Equestrian Troll EM�AN I.. M.T.$. • NOTE: PORTIONS OF OR ALL OF CONSTRUCTION NOTES ON THIS SHEET HAVE BEEN CONSTRUCTED PER IMPROVEMENT PLANS FOR TRACTS 14380 AND 14139. CONTRACTOR SHALL VERIFY WHICH IMPROVEMENTS HAVE BEEN MADE PRIOR TO BIDDING. C hvm 11*110W EXISTING A.C. PAVEMENT TWO RAIL PVC EOMSTAMN FENCE PER DETAIL THtS SHEET '^ +c VEHI= GATE WITH SLOE ACCESS PER STD. MG. 11=-A j 4' DECOMPOSED GRAWEDVER NATIVE i - 35 WSJ 4 "I ��;,� R ARA 720 0 20 40 Nr • ' /♦ w a �' 1"320' 3 r 4 • • y . � : '1`s � ,�, � � . -- �► � i, \ �,,,' ,!+ scoir fort z 21 Ir / f O Z v Z � � � ' �: "c► 1 1 AGI R r, AW y = tot- it •z .w,,� ^ �. , l`-- -- �' _. _ ''O ' °,o:,:,..�'. ., - _ .. M•"'""' . - . �re � .ice J • • .'"' ` ' ; .... ° ,,,. .,. y., - • .• d OC •`• ;;' ! ! - 4 ' '/ ,F�'a, 1 -^" 'moi A WD r '' pm 3. Vp a, IN fbtC Tor- • • W Ir f •^r,n, -r � � .arta.- .r',,-.. ...• Ap- r I -'"""•r _ .. � , M AIpW�: � U ,..,,i. rillnw. mot , ' ...+•. �.. I V"^' �°�'*TM .*,.,, ,rr...r „ Q: a40 Ir N A �._I - A= — is � 2 W W� g `'� ' { � � �l1✓�M+MA� i�'�� �/gr191� f 1�1�6 +� _� `.� 0 ED o i N » /�llf 1`•R ' �1/VsA1Gv? ,. \ t1M11' �'M' ; �I •a ix .7 N/- „_/"!' w, ir+- ...�•n• 4� ,. • .,,.., ,Iw..n..11.f /x •11 :•AIS � . www •• 11•AIIIiIIiIA " irAAwl� • wJA a •A +1.r ""'��— mac.,. . • ••�• r !Irw. � ^ ! I _._. • '� �� r,._-.,. f DESCRWTIOM OF REVMM DATE `'TAY ~ o A =o � CITY OF RANCHO CUCA O GA _=,s W _: . _ �. w40S W�7W �O w� X-�AC S�v B, Z~ ' ,,� �� � �� .� � 1`f Tmil � % � �o>51W0 C o z'i'_s em• � a 1► 7�lw 143 QRS=.cl�►! SESS! Ooy OJt I /// Z s v oc _ li • O ��r APPI!POV'ED 13Y / /% ��/ DATF "? �'" R.C.E. �7 rO.y1y _ yy KEN RGB P. KING01111 11101 is, _- a ��_ - -STUDIO "7041341 W �;~ - No. C ,:� �» _~ t n <<= ENGINEERING + SURVEYING o �, �� cons S. Inc. w N0. 33181 * EXPIZES (e � 9�"� DRAWN 1315 E. Coeler I�N.0 C*Wenft "344 oma. a-30-oe 701 W. GRAHAM AVE., STE. D C1VIt_ ' c�,4) -:,_? CIVIL LAKE ELSINORE, CA 92530 JJ Q ' rte' - o_ j (909) 674-9800 �}: OF r:`.. r 1 E E /L-- R.C.E. 00111341 MY-YING NO. 17 rkE Poo. ^ i DRAWING NOQ 41 � '�C` �l• . CONT ROL NO d� Ert OVERLAY NO Efti p .. p. .. ..A Release Date io/t z!10 � BENCHMARK NO. 148-8 1 *q Ito _ STANDARD BRASS DISK IN THE NW CORNER OF A 4' BY B' FOOT DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE f`��o 9� CORNER OF HIGHLAND AVE AND —J ETIWANDA AVE., 66 FEET NORTH OF THE r 9 �3 9/ L C/L OF HIGHLAND AND 24 EAST F H C/L OF ETIWANDA ELEVATION = 1432.612 �_ 12/20/92 ►Z1r�l4ro_ _ [ S' PRIVATEREAR C/L EXISTING ETIWANDA AVE. DRAINAGE PSL TRACT BOUNDARY EASEMENT 20' 20' GRADING EASEMENT DRAINAGE AND EQUESTRIAN DEDICATION 3: 1 TO DAYLIGHT PERIMETER WALL 12" 2-RRIL PVC PER GRADING PLAN EXISTING SURFACE EQUESTRIAN FENCE 'may PAD 20 -- 2 . 6 ' (MAX) / 12" 4" DECOMPOSED EXISTING SURFACE GRANITE TRAIL CONC• V-GUTTER ROUGH GRADE 3 : 1 TO DAYLIGHT PER DETAIL V GRALDING PLAN Typical Section Equestrian Trail NOTE: PORTIONS OF OR ALL OF CONSTRUCTION NOTES ON THIS SHEET HAVE BEEN CONSTRUCTED PER IMPROVEMENT PLANS FOR TRACTS 14380 AND 14139. CONTRACTOR SHALL VERIFY WHICH IMPROVEMENTS HAVE BEEN MADE PRIOR TO BIDDING. QROf ESStp q!F M P. KING v No.C 041341 Zo EKMRrOF f��4 a ti CONSTRUCTION NOTES: REMOVE EXISTING A.C. PAVEMENT z 2 a to TWO RAIL PVC EQUESTRIAN FENCE PER DETAIL SHT, 24 n n _.� .. o J ':L '4>0 20 89 � Q� �� L'I ° t t 4" DECOMPOSED GRANITE OVER NATIVE ° MI^l ° r 3`'71 �o, ti� n w N t3 REMOVABLE FENCE POST PER DETA1! Z (SEE SHEET 2) 0 80 lot 4 Ifl 'i a's~ \ z 'S /2,•rve o 3 N bti P!R G.rA• N6/�.lN a ., N N a �• Io S r Aft/r►��"s�ic 1✓I2 t \\ ,, �� I W d ` fZA GR*V1A4C '�u,v , y , ,U7 113 7f 1 �t ' 3f r'" IA W o (_ tr }' AC7 �' Q1 V _ _ _ - a _ 20 1 -o 272 . 29 1 , i -.> . .7 '396 . 56 = d 2 0 i tS f �� jY 1 ` ♦'f 1 ; a `�o J� c 'fes scol! feet 1• J*4IL 0 mJn I/ }� ` YC i .�/' YC /'!� y j' 13. '1'• yle'vc �/ !'�� 1� Y.0 �!� • 111 ; a , W l Iq W ?•f - �1 Iv 10. l t €' ✓ P Z � d y.OY• 1 s P i- �•9 I s .3e•fl N z � ' i ,....w* W o = 6. r9fir EI 1 �f� 10 r� le = W raN n..:� �j _ N 1 -.. _ Y m i< H - --- - _ — - - -- _�_ �- - - L E1(r CAL_ 3iRE�14✓E EX/iTiN� Q = i N ldfT E \ PAVENAEuT O EPP 28 N E W. — N .. ... �w. ...x».w+�,.,,. .-- ww,<...*ax �",.. «� ,.<<..:�' ,.,r .nwb+c. ..»aw.x..<w. :r-x�:.,�<.... -r...,., .,...a. ,:' ,:::.. .a�:.. x�,e.. ...,... ,... .. ..:�uv....m-.»; -�+n:;.,.�x,,..c.. .,,.<, ,...11,,...:...._. .... .�..., .. - .. .._. _. ...... .... .. ._ .... .. _ — CITY ' ANOTE: TRIS SECTIO" OF FENCE DESCRIPTION OF REVISION DATE APPR, •' SHALL BE REMMILD, WHEN FUTURE - -o TRAIL EXTENSION 13 CONSTRUCTED. oW=��� �' CITY OF RANCHO •CUCAMONGA < t ` Community Equestrian Trail W r { � l Lot C v c1?Z, W � � LST C � �., � •� �-, � Tract 14379 ;g ht=Ng J i � T APPROVED BY / DATE <oR off; �i}5aT _ _ M SS KIM CITY ENGINEER ' R.C.E. ..r Ham se== N zo =ic 0 1' \ � ry STUDIO ( DESIGN s ECOMM!E�NDkD RJS consult s, inc. 6► 1� _- W D o« _ = NO. &34se ENGINEERING G + G , <<�' • oe�. a-3o-ve 701 w. GRAHAM AVE., STE. D DRA1h N 1365E Cooley va.GoH ahto�nia 02324 SHE E1 =eq�g;; (714) -2127 S `aSoot�= W E E� o=W` c� LAKE ELSINORE, CA 92530 ML-LM-SAS 25 OF 2 o E (909) 674-9800 R.C.E. C041341 CHECKEE DRAWING NO. H in s __ e g ELY /o /z so FILE NO. /4- - --l_ Tract Sheet (a/ of 0� .; E a A DRAWING NO Air CONTROL NO OVERLAY NO b• .. n - .. 'f Release Date BENCH MARK NO. 148-9 STANDARD BRASS DISK IN THE NW X129141 CORNER OF A 4' BY 8' FOOT DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE CORNER OF HIGHLAND AVE AND ETIWANDA AVE., 66 FEET NORTH OF THE 91/317/ 7 C/L OF ETIWANDA. C/L OF HIGHLAND AND 24' EAST OF THE r i2/2o�g2 ELEVATION = 1432.612 A C C J C/L S' PRIVATE REAR EXISTIIIG ETItfiAlfDA AVE. DRAINAGE PSL TRACT BOUNDARY EASEMENT 20' 20' GRADING EASEMENT DRAINAGE AND EQUESTRIAN DEDICATION 3: 1 TO DAYLIGHT PERIMETER WALL 12" PER GRADING PLAN 2-R)1IL PVC EXISTING SURFACE EQUESTRIAN FENCE 2-15• PPAD _ 1 . 0 ' (MAX ) --�+ 2 . 6 ' (MAX) 12" /r 4" DECOMPOSED EXISTING SURFACE 1 GRANITE TRAIL CONC. V-GUTTER ROUGH GRADE 3 : 1 TO DAYLIGHT PER DETAIL V GRADING PLAN Typical Section Equestrian Trail NOM PORTIONS OF OR ALL OF CONSTRUCTION NOTES ON THIS SHEET HAVE BEEN CONSTRUCTED PER IMPROVEMENT PLANS FOR TRACTS 14380 AND 14139. CONTRACTOR SHALL VERIFY WHICH IMPROVEMENTS HAVE BEEN MADE PRIOR TO BIDDING. CONSTRUCTION NOTES: 0 REMOVE EXISTING A.C. PAVEMENT ` t to TWO RAIL PVC EQUESTRIAN FENCE PER DETAIL ViT.2t t t 4" DECOMPOSED GRANITE OVER NATIVE See S ram - z f h o �mW t a � `= Na N 3 W& W h IER/�rE`lfR WA�t §. �` 319• w20 O 20 40 3 W o a PER 6RAD1N! P1 i 107 r, I s 2 �� t, -- ___,_:-' . s�:w. s:artls��:� ��:apa S , 1ps0.00 f $Cole Feet z OK � m o0 39 6 _,� f �"( L W 9) W a - •v O< 10 i4.5 EI ` ti f / 1 1 1 .t�''+ I ` /1.91$ �FPT •f0 aC z °r C W °Sw CK CL 7 - O N 3:i I EX15T C/L Y W W O AfinovE Ex�sr�Nb __�� � Fu7UR[ IMPROVE"IyE~r5 t 2 e= a ETIW�fwDA As PrrvEir►fvt h. BY arNERS 2 Q : EA+ST i _ E I/1T =F. r O «.,,. a•-.tea. ., e. iY ..� - ell W - DESCRIPTION OF REVISION DATE APP R. .oma �,. fESS QRpNq! CITY OF RANCHO CUCAMONGA Fy o=�a - 111 RT P.KING • _- Community Equestrian Trail � no. c oa1341 t v. • a • es _ c Lot LT EXPIRES f CIViI =U OF AL�Fp� Tract 14379 C C O z O a Z a c ;_ APPROVED BY DATE _ _ o�N1s,u.0 CITY ENGINEER R.C.E. %49N5D33 '_ � . _=a� STUDIO DESIGN - R 2,MEV RJS o _ consul s, inc. vGb t {r� �a, see ENGINEERING + SURVEYING DRAWN 1355 E Cooleyva•Col . California 02324 EXP, 6--30-"JO-" 701 W GRAHAM AVE. STE. D SHEET _ -3 =� =;o (714) -2127 a ML-LM-SAS 26 OF 2 LAKE ELSINORE, CA 92530 909) 674-9800 CHECKED _ _ R.C.E. Cd4t34t DRAWING NO. ELY E *III PP FILE NO. /-f54- — �-- Trect Shea of _ �� DEVELOPER/OWNER LAND S_ CA ARC. HIT EL' C I U_ RAL LAN S. r I 0� IE cr) P_ F IN! ATES Ww--- Im I tzX H S_ RATION CHAPARRAL Ell", 2280 WARDLOW CIRCLE , SUITE 150 %IT WILSON AVENUE AND ETIWANDA AVENUE CORONA , CA , 91720 SITE PRODUCTION TRACT NOP. (909) 279-4000 . 14 7 LANDSCAPE MAINTENANCE DISTRICT NO , 7 VICINITY MAP GENERAL NOTES SHEET INDEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. L-1 TITLE SHEET CURVILINEAR SIDEWALK 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L-2 CONSTRUCTION PLAN SIDEWALK LAYOUT IS CONCEPTUAL ONLY. LOCATION MAY REQUIRE FIELD 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L-3 CONSTRUCTION PLAN ADJUSTMENT AS NECESSARY TO MEET FIELD CONDITIONS, AS APPROVED L-4 CONSTRUCTION PLAN SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL PFOJECT SITE 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L-5 CONSTRUCTION PLAN CONSTRUCTION. L-6 CONSTRUCTION DETAILS ELEVATIONS ETIW/NIDA AVE. DAMAGE INSURANCE AS REQUIRED BY LAW. 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L-7 IRRIGATION PLAN WILSON AVE. 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L-8 IRRIGATION PLAN 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L-9 IRRIGATION PLAN Ao� RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L-10 IRRIGATION PLAN 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L-1 1 IRRIGATION DETAILS Summ(T AVE. HAVE BEEN APPROVED BY THE CITY ENGINEER. L-12 IRRIGATION DETAILS 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2'WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT L-13 IRRIGATION SPECIFICATIONS WIDE FLAT AREA AT THE TOE OF SLOPE. L-14 IRRIGATION SPECIFICATIONS 'A 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L-15 PLANTING PLAN ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD(TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL L-16 PLANTING PLAN HIGHLAND AVE. CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCEOF THE L_17 PLANTING PLAN 7c� GRADE,I ERTIILIZNG AND APPLY NG SUCH SPRAYS AS ARE NECESSARYMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, DFIOR PROPGER COARE ANDIUPKEEP.I MANNG TENANNEE CE ALSO ICLLLS IUDES ALL ECH SETTLE BELOWL-18 PLANTING PLAN REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. L-19 PLANTING DETAILS 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. L-20 PLANTING SPECIFICATIONS VICINITY MAP 11• CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760-438-0525. L-21 PLANTING SPECIFICATIONS N.T.S. 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: BtTWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-8"WIDE X 6" DEEP CONCRETE HEADERS BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE -8"WIDE X 6" DEEP CONCRETE HEADERS BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE -6"WIDE X 6" DEEP CONCRETE HEADERS BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE-6"WIDE X 6" DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJEC-; PLANNER, PRIOR TO FINAL CONSTRUCTION. MAINTENANCE RESPONSIBILITY MAP 14. PUBLICLY-MAINTAINED ACCORDANCE PER THE FOLLOWING CRITERIA: CONSULTANTS • PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. _ • PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. • ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. • ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. CIVIL ENGINEER AEI-CASC ENGINEERING CONSTRUCTION NOTES FOR STREET TREE_: 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 1.ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY STANDARD PLAN NO.501 P. (909) 783-0101 F. (909) 783-0108 ERED 2.ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY STANDARD PLANS NO.502&505, Q► AS PROMIMITY TO HARDSCAPE DICTATES. LANDSCAPE ARCHITECTS gS4 R D ry/� c� 3.PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. BORTHWICK - GUY - BETTENHAUSEN, INC.2212 DUPONT DRIVE, SUITE A 0° ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, IRVINE, CA. 92612 •a� AS DETERMINED BY THE CITY INSPECTOR. P. 949 476-8616 r Zxp.Date:5/31/00 �, 4.ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. F. 949 476-8707 5.STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. �f CA�IfO LANDSCAPE QUANTITIES K Pvzev P� ' COCA AfA QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. V CITY MAINTAINED AREAQ t DESCRIPTION OF REVISION DATE clTv 1 ` TOTAL SHRUBS AND HARDSCAPE QUANTITIES APPROVED: _ STREET TOTAL TOTAL TOTAL TOTAL NON-FACTORED ADDITIONAL HARDSCAPE TOTAL TOTAL ACRES —n CITY OF RANCHO CUCAMONGA i — SHRUB AREA SHRUBS fQB@LE AREA"lDE_ ALK_AREA 2'-_5lDEWALK AREA ALL AR A-$ MAINTAINED BY CITY LL j O WILSON AVE. 16948 S.F. 2870 6882 S.F. 3249 S.F. 1379 S.F. 28,458 S.F. 1.53 TRACT MAP NO. 14379 ETIWANDA AVE. 15122 S.F. 1771 7874 S.F. 6789 S.F. 3394 S.F. 33,178 S.F. 1.31 - TITLE SHEET _ J STREET TREE QUANTITIES (� a LIMITS: WILSON AVE. AND ETIWANDA AVE. - - COMMON NAME SIZE SPACING QUANTITY �_� c SYM STREET NAME BOTANICAL NAME LANDSCAPE MAINTENANCE DISTRICT e WILSON AVENUE CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL. 20' O.C. MIN. 16 WILSON AVENUE PINUS CANARIENSIS CANARY ISLAND PINE 15 GAL. 25' O.C. MIN. 8 APPROVED BY: DATE: i WILSON AVENUE PYRUS CALLERYANA' BRADFORD' BRADFORD PEAR 15 GAL. 25' O.C. MIN. 28 CITY ENGINEER/ RCE: 24953 WILSON AVENUE PLATANUS RACEMOSA CALIFORNIA SYCAMORE 36" BOX 35'O.0 MIN. 1 s WILSON AVENUE SOPHORA JAPONICA JAPANESE PAGODA TREE 15 GAL. 30' O.C. MIN. 0 DE SIGN PLAN PHI hAFSE.� a HEcc>MME"�'E�' N.T.S. A ETIWANDA AVENUE CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL. 20' O.C. MIN. 35 �j �L ADS ■ 80RTUWICK■ GUY ■ $ETTENIIAUSEN O 0 ETIWANDA AVENUE PINUS CANARIENSIS CANARY ISLAND PINE 15 GAL. 25' O.C. MIN. 16 DRAWN LINDSCAPE i I[H I S I{f S - FLANNIRS sHE I , c o ETIWANDA AVENUE PYRUS CALLERYANA' BRADFORD' BRADFORD PEAR 15 GAL. 25' O.C. MIN. 0 KWK WlIXftrrDWE-SUMEA-"""EC"tWt-TEL-00'""4Ms-FAkp"4?l-m L_1 of 21 ETIWANDA AVENUE PLATANUS RACEMOSA CALIFORNIA SYCAMORE 36" BOX 35'O.0 MIN. 0 - o ETIWANDA AVENUE SOPHORA JAPONICA JAPANESE PAGODA TREE 15 GAL. 30' O.C. MIN. 5 CHECKED ARTHUR D. GUY III, ASLA R.L.A.NO 2214 DRAW c NU DATE 2/4/00 FILE NO 94~L PROJECT SHEET OF „�_ . AL PON Q Zz� I 5Q 34 m Uw F- I 15' EASEMENT DEDICATED TO THE CUCAMONGA COUNTY 27 28 29 30 31 32 33 WATER DISTRICT 96.6 94.0 93.0 93.0 91.9 91.4 91.2 DRAIN INLET TO .� 1 ALLOWABLE 2 Q, STORM DRAIN PER 1 GR'4DES - CIVIL DWGS. i � i 12'STORM DRAIN EASEMENT ; COBBLESTONE 3 GRANITE 3 CURVILINEAR 1 PRODUCTION WALL PER 2'TOP OF SLOPE BENCH DEDICATED TO THE CITY 1 PAVING BOULDERS _ SIDEWALK DEVELOPER'S OVERALL TRACT PLANS OF RANCHO CUCAMONGA VEHICLE 8 ; MAINTENANCE GATE 1 — — — — — _ 4� - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 4 36" co - r 36" 18" - - P.A. I - - r` 36" 4" - - - - P.A.—" 18" � - - - - - - - - - - -�- - 36" _ - - 24 _ - - - - - - - - - �. - `- - - - - - - - - - - - - - - - P.A. - - - - - - - - - - -�� - - - - ' - - - - - - - - - - - � 24" 36 2 P.A. - - 1811 - - _ "18" 24" 24"1 _ 1 1 CY) �4 0 '''*�o iQ CO I P.A. o I —P.A.- .6 - - - - 1 co i� i� in Z4 0 o o `�'"�"co c%� q = 9 cr? o co = 1 t` '_,- �,� r7t777774 o i c I ao oo `fi M 1 vI? 4 CD '`oma PPA co cD 4 �Q o o co io P.A. N M r 1 tt M M Q Q O ---------- _ u') In LO Ln 1 EXIST.CURB&GUTTER- 1_ - -J__ Cf) FIRE HYDRANT,TYP. — -__ LANDSCAPE EASEMENT 1 !DRE Cf) LANDSCAPE EASEMENT WILSON AVENUE DEDICATED TO THE CITY STORM DRAIN PER CIVIL DEDICATED TO THE CITY 20'-0"TYP. OF RANCHO CUCAMONGA ENGINEER'S PLANS,TYP. ; APPROACH W OF RANCHO CUCAMONGA 4'-2" 1 _ -------.-54'-8" —_—_—.—._ '-0" —.—.—.59'-10" _ — — — _ -4" —— 59'-10" '-4" 4'-0" 91'-6" 3'-10" 101'-10" -4" 160'-2" _ '-8" 20'-4" 7'-8" 18'-6" i WEXIST. C/L �. _ _ — — — — — — — — — — — — — — — —•—.—.—.-- — — — — — — — — --•---•-----------.—.-------------•------------------- — — ----- — —.—. — — -- — ..., . r -_z-- -,_��,.._-tet k....-n, _...�_ _t -c ...:. _ K -1__ z-. 1 - W til. .. .�L,.1- I..._ t e (n r ao LU P.A. P.A. P.A. P.A. P.A. ;. 10 GC Z �r P.A. �, N 1 -- 1 _ P.A. 1 J - i N ILL r st - 1 O �r� i 11 77U :171! II - 1 p I 11 I N 1 p i 1 N C M L I L :7I N I 11 1 N 1 s Q 4-2 6-2 9-10 4-4 ao 10-2 BAND _ 5-8 8-2 8-0 6'-4" I 1 J ' T 51-211 71-8" 1 1 1 I TRACT 12659 ERED W eR` '�• •Cs0 Exp.Date:5,'31/00 it Of CALI DESCRIPTION OF REVISION DATE OMP CITY ROVED: CITY OF RANCHO CUCAMONGA �p9 TRACT MAP NO. 14379 1 % 1"_20'-011 El020 40 El PLAN ,C cc , 1 WILSON AVE. AND ETIWANDA AVE. � _ _ _ L I I� _ � LANDSCAPE MAINTENANCE DISTRICT BAHAMA C'_ SEE SHEE1 7 FOR IRRIGATION PLAN APPROVED BY DATE ,l"lc1 SEE SHEET 15 FOR PLANTING PLAN CITY ENGINEER �dA� 4 RCE: do�� DESIGN PLAN PREPARED BY. f RECOMM F ADG ■ 6ORTNVICK ■ GUY ■ BETTENNAUSEN Gross Landscape Area (this sht.)= 16,262 s.f. ,,,,f;,, t 1 N D S t 11 I 11(N I T I C T S . PLANNINS I'I i Non-factored 4' Sidewalk Area= 2,448 s.f. m:aroM•DIM_W"A i WW.CAMI=1&* MIin-W4-R ualsl V" SHEET !EY Additional Hardscape Area (2' s.w.)= 1,028 s.f. � L-2L OF 21 (Cobble)= 5,496 s.f. ARTHUR D.GUY ill,ASLA 2214 % Hardscape (net) to Landscape Area= 40% CHECKED Q.L.A.NO DRAW NG . - DATE 2/d/m FILE NO PROJECT SHEE1 __-_ OF ___ MATCHLINE SEE SHEET 4 36 23 36„ LANDSCAPE EASEMENT 5.0. DEDICATED TO THE CITY I OF RANCHO CUCAMONGA 6',o. PA. 2'.2- 6'-0N 24" 36" 18" TRACT 2--84 24 14380 s'-o" 4'-3" 6s 6a 6'-0" P.A. V-6„ 1 6'-0" t f 2'-0" LOW WALL WITH TUBULAR STEEL FENCE - 6-0" 3'_3" t3+_0' SEE LANDSCAPE PRODUCTION PLANS I � P.A. 1 27 BAHAMA COURT 6'-0" V- CURVILINIIAR tl SIDEWALyJ " 6-0 4'-6k "6 I COBBLE ONE 3 \ PAVING - 4'-3" 3'-6; 2'-0" LLl V_9., Lj Q 6-0" 2'-8" Q P.A. C) P.A. z Q 2'-9" &2'-3"- S-3 -3 W I PRODUCTION WALL PER 20'-0" TYP. DEVELOPER'S OVERALL TRACT PLANS SEE CIVIL ENGINEER'S PLANS FOR WALL DETAILS OF 18" 25 26 6'-0" 98.8 97.6 6,-0" 18" OV 36" TW 1694.63 4 STONE 6' — — -0" 1692.63 _ PILASTER =OWABLE F 1691.88 STORM DRAIN PER CIVIL 2'TOP OF TW 1693.13 5 S TONEENGINEER'S PLANS,TYP. BW 1692.63 WALL SLOPE BENCH TF 1691.88 24"1 1 18'TW 1693.13 36" BW 1690.76 d - - - - -o - 24"24" - - - - - - - - _ - - - - - - - - - - - - - - - - - - - F 18.. 48'-6" TF 1690.01 .9 _ P.A. 93.13 a o -BW 1688.89 TW 1694.63 /if TF 1688.14 `n BW 1688.89 18" M T / TF 1688.14 - oY Co aD C11 r-2 �� �•+ DESCRIPTION OF REVISION DATE APPROVED: 00 ch -' �p , N Exp.Date:5/31 00 ,�� ,y tfc 4L CITY OF RANCHO CUCAMONGA SCH. 40 4•' PVC DRAIN PIPE `�� f, 48'-6" DAYLIGHT @ CURB 20'-0" TY P. F CAIIFOR�\ WILSON AVENUE TRACT MAP NO. 14379 , 52'-0" 42'-6" '-6" 79'-0" EXIST. C/L N - CONSTRUCTION PLAN 4 N w �' f WILSON AVE. AND ETIWANDA AVE. P.A. _ U) - LANDSCAPE MAINTENANCE DISTRICT 0 0 _ifl P.A. W sA"AMA C _-_.`-_ APPROVED BY: ' DATE: v W - - !:7 a 20 1"=20'-0" 40 CITY ENGINEER RCE: 24953 a " " ._0.1 " = SEE SHEET 8 FOR IRRIGATION PLAN > c ❑ ❑ DESIGN PLAN PRE FARE L BY RE GOMME Ei 7 4-3 7'-0" [8'-0" 6-0" 7'-9 64-0 __ 00 SEE SHEET 16 FOR PLANTING PLAN - - - -w —grT- AM ■ BORTNVICK ■ GUY ■ BCTTGN4AUSCN 13 LANDSCAPE ARCHITECTS • PLANNERS CONCRETE7 Q Gross Landscape Area (this sht.)= 10,135 s.f. DE`AwN sEiE E I �" BAND Non-factored 4' Sidewalk Area= 2,324 s.f. KWK m:ouroNro "�ur> mm�'wm�t rzt pnlaaes�I-FAX:pNliie em L-3 pF _ 21 � Additional Hardscape Area (2' s.w.)= 930 s.f. SHEET f�C I/ ARTHUR D. GUY III, ASLA 2214 (Cobble)= 3,185 s.f. cHECKEE R.L.A. NO uRAwING NU % Hardscape (net)to Landscape Area= 40% DATE 2/4/00 FILE NO � ���� ` PROJECT SHEEI OF / 1100 \`\ 61, 10. j `. \\ % 0s TRACT 01 ` 14380 �J ; P.A. 10, 18" OG � ` /• " ``\\\ ` • j' O. ; �" p p / b. P.A. �G . / o` 30.0 \`\ 18" ` 36" r'- \ 18" / V'4 18" � 'oa / P.A. �10. 10 / b. \d'. 0 36" 4 24" %0. / V4 %0* 27.0 P.A. / S` / 0. 36" 11 24" / 0+ 36" V4 PRODUCTION WALL PER 20 DEVELOPER'S OVERALL TRACT PLANS A. SEE CIVIL ENGINEER'S PLANS FOR WALL DETAILS Os 0. P.A. A � 21 / TUBULAR STEEL FENCE SEE LANDSCAPE PRODUCTION PLANS r=r0 13.0 j �Q• o- ',oa % 8. 0 / 18" / ,36" o % / M 2:8a 18 COBBLESTONE 3=0" PAVING / � �10" 22 / 4�0" P.A. / tERFD ALLOWABLE / GRACES _ PAD = 12.6 / uR D 6: FF_- 13'1 / ,� � DESCRIPTION OF REVISION DATE clTv APPROVED: CURVILINE R00 SIDEWAL 6 /�` ``o� - i � Exp.Date s✓5/31/00 � CITY OF RANCHO CUCAMONGA 18 3: , 2'3" SEE SHEET 9 FOR IRRIGATION PLAN '�o �/ \► / 8 3,6SEE SHEET 17 FOR PLANTING PLAN 9 �f TRACT MAP NO. 14379 CONSTRUCTION PLAN / m Q I / 6'4" r " P.A. - r WILSON AVE. AND ETIWANDA AVE. LANDSCAPE MAINTENANCE DISTRICT an""Ma , - _ 1"=20'-0" APPROVED BY: DATE: 2• I t�� ° p 40 D CITY ENGINEER RCE: 24953 - GG DE SIGN 01,AN PRE F ARL D BY _ REc Door Ir Njimwr Itm, ImpL ADG T_ - - - - - - -- ■ 80RTMCK ■ GUY ■ BETTENWAUSEN ® MATCHLINE SEE SHEET 3 c -` - -' _- ' Gross Landscape Area (this sht.)= 10,663 s.f. LANDSCAPE N D S f 1►E A t c N I t f C r s ►L 1 N N f A S 23 Non-factored 4'Sidewalk Area= 2,532 s.f. DRAWN SHL[ AdditionalHardscapeArea (2' s.w.)= 1,004 s.f. KWK '='2°°°°"r°""E'w "'"""E'u„:°t'''�p"I"`°"i'""r1+�1"`°'°' L-4 of 21 SHEET KEY (Cobble)= 3,306 s.f. Hardscape (net)to Landscape Area= 40% cRL(:KE D ARTHUR D.GUY III,ASLA R.L.A.NO 2214 DEI3aw'NG N(_, DAT 2/4/00 FILE NO + `� PROJECT SHEET OF CONCRETE MOWCURB LIMIT OF WORK s�wwwww wwwwwwwwwwTwwwwwwwwww w � i / 1 1 / .A. 1 % 1 MATCHLINE SEE LEFT VIM 1 , , 1 8 VEHICLE STORM DRAIN PER CIVIL / i 1 MAINTENANCE GATE ENGINEER'S PLANS,TYP. / ; % A.6;pa / 6' ° 62• S, �� SEE CIVIL ENGINEER'S PLANS FOR % 9• 1 GRADING INFORMATION IN THIS i AREA AND TRAIL CONSTRUCTION / J ; TO THE SOUTH / '61, P.A. 6,p• 1 3;pa 0 61-24, P.A. �� 5' PRIVATE DRAINAGE EASEMENT z 1 / 2a EQUESTRIAN FENCE 24 18 U 1 / s;pa 1:9„ 36" 1 CURVILINEAR /74\ / 3�• EQUESTRIAN FENCE SIDEWALK2'1pa A A 3• _ / 3:0• z - - w / � TRACT BOUNDARY u�; w / P.A. • P.A. � . CA S /RT1r3'i"= D)I�JtA aJCTST 1/1�.afA11 COBBLESTONE 3 / 3: tXG sT'I ��. 6a � T �► PRODUCTION WALL PER !/L 'i'R�tC'? b�> +?Y PAVING COV P / "� DE ELO ERS OVERALL TRACT PLANS a O PRODUCTION ON WALL PER . � 3;1p-, / DEVELOPER'S OVERALL TRACT PLANS 24 20 ctiA�ttic sASTRM DRA J RTAn-9 AHED /�. . _,,.. ._ - 6, SEE CIVIL ENGINEER'S PLANS FOR WALL DETAILS ROU" TAX D901CATIM _ .� .. .,_ . - . .. _- ,. � % Q4, �"B MATCHLINE SEE RIGHT % P.A A"p„ s 3:1 zo tmtyLrmm / �`pa M>ItTl xXO !t 2-ahn Pvc QItTTIIa VAtlACt (MAX) u? 24" w N T 36.8TV LANDSCAPE EASEMENT 3��" 00�1C• r-� �[ �T IL ] 1 TO DAntwr /DEDICATED TO THE CITY !i>R WTATL Y OF RANCHO CUCAMONGA wrolva M11 %� 6�• P.A. L Trap ALLOWABLE/ 2 GRADES / % TUBULAR STEEL FENCE % 2�a SEE LANDSCAPE PRODUCTION PIANS TRACT �• / 0, 24" �a / 14380 ,�, 36" CURVILINEAR 1 �a SIDEWALK / 0* / `'; COBBLESTONE 3 P.A. 0,. �v ANG _ 6. 'pa c�P 17011 Oa OP � / 2y • 34.5 STORM DRAIN PER CIVIL �`_ % ��, 6ba P.A.ENGINEER'S PLANS,TYP. / 64 01 % 64, 6- SEE SHEEI 10 FOR IRRIGATION PLAN / O-, 01 SEE SHEET 18 FOR PLANTING PLAN / � 36"'9-, 18" 0,111,/ 610 24" / 61S� .R Ep vR D CITY 10. '] / �� m DESCRIPTION OF REVISION DATE APPROVED: OPPO i % P. � `, �Q Exp.Date 5l31A00 31.0 CITY OF RANCHO CUCAMONGA 41 p10n P.A. cAu��! TRACT MAP NO. 14379 / i - CONSTRUCTION PLAN im ¢ r - i a � 1 WILSON AVE. AND ETIWANDA AVE. C> LANDSCAPE MAINTENANCE DISTRICT BA AMA C' _-`-'- --- '- �' ` 31.2 _ . -' APPROVED BY: �j + t I\ 7 DATE CITY ENGINEER RCE: 24953 - - - -- - ',' _ -`-_-"'�_4- -_�-, .-_ ❑ 0 20 40 ❑ DESIGN ALAN f fiE E'AFiE Ei BY HEC0 ) _ ADG —.- -- -- 'SAVE ■ BORTIIWICK ■ GUY ■ BETTENI•IAUSEN 13 Gross Landscape Area (this sht.)= 10,400 s.f. DRA,wN LANDSCAPE ARCHITECTS PLANNERS sEiE E � ` Non-factored 4'Sidewalk Area= 2,769 s.f. mr oura+r omvE.aunE�. .c�sm:.�M+s!as�sen.r#x�in-scar SHEETKEY Additional Hardscape Area (2's.w.)= 1,202 s.f. KWK L-5 OF 21 (Cobble)= 2,913 s.f. cHLCKFu ARTHUR D.GUY III,ASLA 2214 uRA ANG N R.L.A.NO % Hardsca a net to Landscape Area= 40% {, P (net) P _� �S i ` � \ . DATE 2/4/00 FILE NO PROJECT SHEET ___- OF O1 3 THICK POURED-IN-PLACE CONCRETE CAP . COLOR AND TEXTURE TO PILASTER CAP. ACID ETCH FINSH. 2 10"x8"x16" PRECISION BLOCK CMU GROUT CELLS SOLID O FINISH GRADE O PRECAST CONCRETE CAP BY CALIFORNIA DRY STACK LEDGERSTONE CURB MORTAR COBBLESTON FLAT SIDE UP PRECAST STONE, INC. (619) 443-3863 MASTERCRAFT BLEND SERIES. O #4 REBAR @ 24" O.C. VERT. W/ #4 CASE 12% SIDEWALK MODEL# CC-E-26. W/ACID ETCH FINISH AVAIL. FROM Al STONE CONT. IN FOOTING AND TOP OF CAST - - ---- NOTES: .a ;r � .� ) r �� � -� > �.. °. 2 6"x8"x16" PRECISION BLOCK (909) 360-5935#4HORIZONTAL REBAR @ 16" O.C. O WALL 1. SLOPE IN TURF AREAS: ;. ) J ° CMU. GROUT CELLS SOLID O CONCRETE FOOTING ° 7 ° ° 3" CLR. TIE THROUGH TO WALL SECTIO a. BETWEEN CURB AND SIDEWALK/TRAIL - 2% '° ° FINISH GRADE ODRY STACK LEDGERSTONE b. BEHIND SIDEWALK/TRAIL - 2% TO 5:1 MAX. 3" MINIMUM CONCRETE BED MASTERCRAFT BLEND SERIES. R= 600' MIN. (1 ) OCCASIONAL SLOPE VARIATIONS OF UP TO 4:1 WILL BE UNDERNEATH COBBLESTONE Z PERMITTED IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL. ouLDER 4 #5 REBAR IN EACH,CORNER VERT. 8 90% COMPACTED AVAIL. FROM Al STONE R/W CASE 2 FLO ATE PER PLAN) 3" MIN. SOIL DEPTH AT O W/ #4 CONT. @16 O.C. IN FOOTING SUBGRADE 909 360-5935 2. SLOPES IN SHRUB/GROUND COVER AREAS: EDGE of COBBLE ( ) a. BETWEEN CURB AND SIDEWALK/TRAIL - 2% COBBLESTO AND TOP OF WALL O MORTAR FILL 7 6"x8"x16" PRECISION BLOCK CMU b. BEHIND SIDEWALK/TRAIL - 2% MIN. TO 3:1 MAX. (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 2:1 WILL BE PERMITTED -;III I =1 O CONCRETE FOOTING GROUT CELLS SOLID INN LOCALIZED AREAS WITH CITY ENGINEERS APPROVAL PROVIDED — • • • •• . 1 0 #4 REBARS @ 16 O.C. THAT SUCH SLOPES OVER 3:1 DO NOT EXCEED 12' IN VtRTICAL HEIGHT. �= _ EACH WAY 2 LOCATIONS O8 MORTAR FILL WITH MASONRY CLIPS AS 3. DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED ON A CASE �' —� 1 CONCREFE BED REQUIRED BY CASE BASIS AND WILL REQUIRE APPROVAL OF THE CITY ENGINEER. CASE 3 6" 2a 6" PROVIDE MASONRY D/A PER STD. 101 C --I IF— �� I~ O CLIPS AS REQUIRED 9 ASPHALT EMULSION WHERE RETAINING 2" MAX. MORTARED STONE SWALE 26" SQUARE O LEPTH Q OCCURS •� '° �= 4" 1 1 10 DRAINAGE PIPE IN FILTER SOCK W/ GRAVEL. -�_--� . • ; • . - 3 TAKE PIPE OUT (4") TO CURB FACE 4 CCOpN—NCCIR ISE g CONCRETE CURB C�BBLESTO BEtJEATH COBBL W/#3 BAR Z (h ll-611 R/W O 1rI lrr 2' MIN. / 4' MAX. RAD. dF CURB & GUTTER 3 1 2% 7 00 Ln\�COVER PLANTER _ ' � _Z Z �p VARIABLE VARIES T \ 3'j OUTSIDE PUBLIC R.O.W. AREA I 9 2.5' MiN• — , -�1l LMq \ \ MqX ° ° 3 1 112rr NOTES: X. \ \ ° 1 O N N. I 1 6 M \ \ SIDEWALK HARDSCAPE N al, 1. RADII FOR CURVED SIDEWALK SHALL BE BETWEEN 600' AND 1000'. JOIN AT RIGHT ANGLES (TYP.) 2 ,,,,,,,,,,,, I \ 2. ALL RADII SHALL BE STAGGERED. TURF, SHRUB AND GROUND COVER 2°/ `I \ 3' MIN. / 4' MAX. RAD. /�,�,�,�/�. 8 Z 3 3. SIDEWALK EASEMENT REQUIRED FOR SIDEWALK THAT EXTENDS BEYOND PROPERTY LINE. — — -Q �Ni _� a 6" PCC MOW CURB PER CITY STD. 534 7 8"r', I 00 , , , , 4 4. BUS STOPS SHALL BE A MINIMUM OF 70' IN LENGTH. SIDEWALK SHALL BE A NOTES: ,•�•�•, ZZY _ MINIMUM OF 6' IN WIDTH ADJACENT TO CURB. 1 BOULDERS'MAX 3 0" -MIN.2'0 SPECIFIED, SHALL BE: ;, t _ _ g COBBLESTONES: , , WITHIN P LIMAX.X. 18 IN. " WITH N T SIDEWALK H , PUBLIC RIGHT-OF-WAY WAY6 ONE FLA SIDE ::•••: S LK ALL BE AW 5 S 3. AY FROM FA 0 0 CURB CE EXCEPT AT URB RETURNS AND B STOPS C U S US SOS , 2. BOULDERS SHALL HAVE 1/3 EMBEDMENT COBBLES HALL HAVE EMBEDMENT 1 0 EE NOTES HE S 2/3 E B ENT N - , , S 0 S RE N 0 6. SIDEWALK LAYOUT ON PLANS IS CONCEPTUAL ONLY. APPROVAL- OF THE FINAL SIDEWALK LAYOUT3. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS'D' MORTAR. 1 PART CEMENT 5 '+ "' '*"" '"�"`" ' -'` . _ o TO 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO "DRY-PACK" IS ALLOWED) SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS - �: ...:.. APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL 4.A SAMPLE AREA MIN. 40 SQ. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO PROCEEDING WITH REMAINING ROCK WORK. ``"'`" CONSTRUCTION. N •: ::::::.::::: :::.:::..::..::.::.::: :.:.::.:: c:::: :: ::•.::•.:;•: 5. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. 3 '8 r— :: ::: :'::::::•::•:::t:': 6. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND 7. THE SIDEWALK SHALL BE IN THE NORMAL 2°Yo PLANE MEASURED FROM TOP OF CURB, 4 EXCESSIVE IRON CONTENT. UNLESS OTHERWISE NOTED ON PLANS 7.CONCRETE CLASS 520-D-2500. 3'—011 CONSTRUCTION OF PILASTER SHALL BE CONSISTENT r i WITH CITY OF RANCHO CUCAMONGA STANDARD PLAN 604 CA5e- P� CONSTRUCTION OF MASONRY WALL SHALL BE CONSISTENT WITH CITY OF RANCHO CUCAMONGA STANDARD PLAN 604, ' CURVILINEAR SIDEWALK ALLOWABLE GRADES RIVER WASHED GRANITE STONE ENTRY PILASTER STONE MASONRY WALL 1 2 COBBLESTONES S 3 CO STONES 4 5 CITY OF RANCHO CUCAMONGA STANDARD PLAN 114 CITY OF RANCHO CUCAMONGA STANDARD PLAN 541 CITY OF RANCHO CUCAMONGA STANDARD PLAN 542 SCALE: 3/4 = 1 -0 SECTION SCALE: 1 " = V-0" SECTION CONCRETE SPECIFICATIONS PART I GENERAL x. .�..,� 1.01 Description For concrete information refer to the Standard Specifications for Public Works Construction(Omen t Book: Edition per the City of Rancho Cucamonga). Refer to Sections 4,201,303,and 400,as well as any other sections related to the Installation,per and post installation ofconctete work,materials, r labor,and clean-up The Standard Specifications for Public Works Construction is available M, e a le from: Bl Building News mss[ 3055 Overland Avenue BOULDERS-SEE PLAN E.. Los Angeles,CA 90034 (310)202-7775 '' ~t COMMUNrTY FOR SIZE „'.f° ` r TRAIL 1.02 Scope POST TO CHAIN GATE OPEN Furnish and install all concrete work complete as indicated on the drawings or as specified., including,but not limited to the following: COBBLESTONE PAVING w _ soa 1 6 Cr. '' s I+ GATE WITH STEP THROl1GH A. Fumish and set all reinforcing steel,bolts,and anchors. lO CONCRETE CURB AND GUTTER. SEE BELOW (te' BACK FROM P.L.) EACH SIDE of BARRICADE °° B. Install all items required by other trades which are to be cast into concrete. WALL 2 0 „ _ C. Concrete mow strips,footings for walls,fencing.Posts,benches,etc.,where applicable. 112" PREMOLDED EXPANSION JOINT FLUSH P AREA -� PLANTER AREA ' WITH ADJACENT MATERIAL. CAULKING TO 1.03 Protection CONCRETE HEADER N TRAIL 5:1 (MAX.) i MATCH CONC. COLOR R 2% (MIN.) All— - - Y be planed imediashed concrete telt' fuer Trete fibe nishing.toed pedestrian shall Ilfurnffic o�h pace and removeBarricade os ETIWANDA AVENUE 3 BOMACRON PAVING BAND W/STAMPED ASHLAR _ —_ _ ._ _- own barcoded. Convector shalt be responsible for any damage o new construction and O SLATE PATTERN, 112" RADIUS CORNERS BOTH EXIST. CURB replacement or repair of the work shall be mack without added cost o the City. PVC FENCE CONCRETE DRIVE y 6'-0" 6'-0" 12" VARIES SIDES. INTEGRAL COLOR SOMBRERO BUFF AVAIL TREES PARKWAY APPROACH 12' MRN, STREET FROM L.M. SCOFIELD CO. (213) 720-3000 PER CITY OF R.C. 1.04 Clean-up STD. DWG. 101-A SIDEWALK Upon completion of all concrete work and before final acceptance,the Contractor shall remove all `f 4 J COARSE SHREDDED MULCH tools,surplus materials,apparahls,debris,etc.from the site and the site shall be left in a clean,neat �/ 20• condition acceptable to the City. (B) ETIWANDA AVE. - NORTH NOTE: METAL PROVIDE 112" PREMOLDED EXPANSION JOINT THE GATE TFROM SWINGING METFINISH GRADE AT 20'-0" O.C. TYP. r INTO THE PUBLIC R.O.w. WEIDUED PLATE UPRIGHT PIPE l t;... BLOCK WALL *OWS GATE BLOCK WALL PIPE TO SLIDE UNDER PROVIDE TOOL JOINTS 10'-0" O.C. TYP. 2 #3 REBAR CONTINUOUS WITH 1/2" RADIUS ALL EDGES 4� - STEP THROUGH 4 1/r SEE STD. DWG. 1007 DESCRIPTION OF REVISION DATE CITY �t l >7; - 3 4 i APPROVED'. CITY OF RANCHO CUCAMONGA i A; BOULDERS-SEE PLAN , "18 TYP. t FOR SIZE ;� y '' 2 ' X _ " "� ' ' `: N TRACT MAP NO. 14379 2 0 3.-7 COBBLESTONE PAVING _ _ NOTEI.S.GATE CONSTRUCTED OF 2 1/2' CA VM17ED STEEL PIPE. _� <MqX, �t 2�0 2. HINGE CREATED BY WELDING CROSS MEMBERS TO A T GALVANIZED STEEL PIPE 6�5 ED CONSTRUCTION DETAILS :: �c ,,. / J ! / F J J . , "'e, 4. CHAISINK NSHALLSTS 4BEg' X GATE SHALL 40TX5;SWING INTO PUBLIC R.O.W. al 00 :::: :: ����� C * SLEEVE WITH CAP SLIPPED OVER 2 1 2' UPRIGHT GATE POST. V �� O � J WILSON AVE. AND ETIWANDA AVE. / , / f , / / f , , I I , , . . , , . . , , . , , e ;S:T (MAX.) � -- ' ' ' ' ' ' ' " ' ' ' / / � 1/4� MILD STEEL AT 1e� LONG. LANDSCAPE MAINTENANCE DISTRICT 2% (MIN.) WILSON AVENUE ' ' � ' ` �,�,�/`,,,,,`J,:\ 5. LOCK SHALL BE PROVIDED BY THE CIN. / '•�,�,� 6. SEE TRAIL NOTES STD. NO. 1001 6 m VARIES 12" 6'-0" VARIES :.Q APPROVED BY - DATE j't to- cw" SIDEWALK N Exp Date 5r31,00 CITY ENGINEER RCE 24953 n� ! DESIGN PLAN PREPARED BY RECOMMENDE (A) WILSON AVE. EAST OF L1 ADG ■ BORINVICK■ GUY ■ BETTENUAUSEN - tdNDS(APf IR(NI1E(iS PIANNIGS DRAWN SHEET CONCRETE MAINTENANCE BAND VEHICLE MAINTENANCE GATE KWK tt1:DU°Dr)RIVE• Ea•M"'E,e"r7"c•TELW11,4"11V6 FAKINl47F37D7 L_6 of 21 6 PLANTING SECTIONS 7 8 CHECKED ARTHUR D. GUY III, ASLA R.L.A.NO 2214 DRA ING N SCALE: 1 /8" = 1 '-0" SCALE: 3/4" = V-0" SECTION SCALE: 3/4" = 1 '-0" PLAN/ELEVATION DATE 2/4/00 FILE NO .�� "� PROJECT SHEE 1 _____ OF � Z Z U_ 34 OM QQ c � ( I 15' EASEMENT DEDICATED TO THE CUCAMONGA COUNTY 27 28 29 30 31 32 33 WATER DISTRICT 96.6 94.0 93.0 93.0 91.9 91.4 91.2 DRAIN INLET TO STORM DRAIN PER w TYPICAL MAINLINE SLEEVING NOTE: CIVIL DWGS. i CONTRACTOR TO INSTALL MAINLINE BEHIND COBBLE AREAS WHENEVER POSSIBLE. Z IF MAINLINE CROSSES UNDER COBBLE 1 CONTRACTOR TO SLEEVE PIPING/WIRES. 12'STORM DRAIN EASEMENT 1 DEDICATED TO THE CITY 1 1 - - - - 1 t/a• OF RANCHO CUCAMONGA . ,./q I � I I � _ r 1 r 3/4' t- t ' - - 1 1/4' 1 1/4' 1' 3/4' 3/4 3/4' i i r 1 1/4' r 3/4' - - 3/4' 4 3/4" I i i Sia 3/4" i i 3/4' r \ t D r i r 3/4' 3/4' _.. 1' ( I --- --- s i -__ 1:. D r ...r•�.....- �.. �... f� ..: �.. - -- _ ____ -- 3/4 -- r r r 3/4` r 1' r 1 ' 3/4' p r r , 3/a' ... ......,.._ �.•. .�...._. �. -- , +73.69 F �•s•�.� yawl ww�...�w� �*+gym.w..�••w t•..��.. < ---.-__ l V (V 1 -- ,__._ ---- __ _ EXIST.CURB&GUTTER- 1 - 1 00 LANDSCAPE EASEMENT WILSON AVENUE 2098 S.F. 11/2" LANDSCAPE EASEMENT 26 A-14 FIRE HYDRANT,TYP. 79 - • ...1 DEDICATED TO THE CITY A-16 29 A-15 35 DEDICATED TO THE CITY 2745 S.F. 11/2" A-13 17 1 DRIVE STORM DRAIN PER CIVIL 1 APPROACH 26 A-10 OF RANCHO CUCAMONGA 26 AEr -11 11/4" 1555 S.F. ENGINEER'S PLANS,TYP. 1 W OF RANCHO CUCAMONGA 11/2" 2672 S.F. 2' 2381 S.F. 1 2762 S.F. 11/4" 3784 5.F. EXIST. C/L ------- �...._--- -- �_..�._ �....�...,,...�._..._...��.�� ��. _ _ _ _ _ �==_---- ---•---------------------------LLI w����s• l��u.,..�.�.� ��s�0 ���s���� w.�•��LiJ --' -- /4 . 2r _ 4 /3/a o �- :. _ _..y. _. __._'S"'"- 't-' �,a 3/47E 3/4' 3/4' 3/4' "7't---` v�.". �'_ _7�� ..` k---- ,; - h f �... 1 cc Z - Q x3/4' 3/4" 3/4' 3/4" 3/4" 3/4' Yj 3/4" /4" o L� 10 3/4 3/a' 3/4 3/4 3/4' Y3 13/a° °3/4' 1 _ IRRIGATION ION L�G�ND - � ° + 73.83 TC ILL J,4, 10 1 F- Q SYMBOL MANUFACTURER MODEL NUMBER/ DESCRIPTION GPM PSI RAD ARC DETAIL 1- 34 A-12 1 J ® RAIN BIRD 1812-SAM-PRS-12F SHRUB POP-UP 2.60 30 12 3600 it VALVE LEGEND: RAINBIRD 1812-SAM-PRS-50 SHRUB POP-UP 0.10 30 5 900 it 1 VALVE # G.P.M. RAINBIRD 1812-SAM-PRS-5H SHRUB POP-UP 0.41 30 5 1800 J' j 0 RAINBIRD 1812-SAM-PRS-EVAN SHRUB POP-UP D 0.60 30 6 1350 'J' S.F. IRRIGATION POINT VALUE: POINTS CLAIMED � RAIN BIRD 1812-SAM-PRS-80 SHRUB POP-UP 0.26 30 8 900 'J' GENERAL NOTE: VALVE SIZE 1. LOW GALLONAGE IRRIGATION SYSTEM (20) (20) RAIN BIRD 1812-SAM-PRS-8H SHRUB POP-UP 0.52 30 8 180° J' 2. AUTOMATIC CONTROLLER (20) (20) THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND V 3. DESIGNED TO WATER PLANTS BY WATERING NEEDS(10) (10) VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS,STREETS, WALLS ECT. THIS SHALL INCLUDE THE BEST DEGREE OF ARC AND/OR RADIUS OF RAIN BIRD 1812-SAM-PRS-8VAN SHRUB POP-UP 1 .19 30 8 1350 it 4. SOIL MOISTURE SENSORS(10) (0) NOZZLE DEPENDING UPON FIELD CONDITIONS. IN THOSE LOCATIONS WHERE STANDARD 5. RAIN SENSORS ( (5) RADIUS ADJUSTMENT OF THE NOZZLE DOES NOT SUFFICIENTLY REDUCE THE RADIUS TO V RAIN BIRD 1812-SAM-PRS-100 SHRUB POP-UP 0.39 30 10 900 'J' 6. WIND SENSORS ((55) (0) FIT THE EXISTING SITE CONDITIONS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 7. SENSITIVE TO SLOPE FACTORS(5) (5) INSTALLATION OF APPROPRIATE RAINBIRD PRESSURE COMPENSATING SCREENS(PCS) HIGHEST VALVE FURTHEST VALVE V RAIN BIRD 1812-SAM-PRS-10H SHRUB POP-UP 0.79 30 10 180° J. 8. RECLAIMED OR RECYCLED WATER(5) (0) OTHER THAN THOSE ALREADY SPECIFIED ON THE DRAWINGS. THESE PRESSURE COMPENSATING SCREENS ARE VERY USEFUL IN FINE TUNING THE IRRIGATION SYSTEM TO PRESSURE CALCULATIONS PRESSURE CALCULATIONS V RAIN BIRD 1812-SAM-PRS-10VAN SHRUB POP-UP 1 .45 30 10 1350 'J' 60 TOTAL AVOID UNNECESSARY OVERSPRAY. CONTRACTOR MAY ALSO USE VARIBLE ARC NOZZLES ' water Meter I A Size 1 1/2' water Meter I A Size 1 1/2" RAIN BIRD 1812-SAM-PRS-120 SHRUB POP-UP 0.65 30 12 900 J. (VAN)WHERE APPROPRIATE TO ACHIEVE PROPER ARC. Elevation / Elevation / Static Pressure Hi h 9 o Lour 135 Static Pressure High o Low 135 - Source of information /M -C A/d Source of information S /M -S /C C typ V RAIN BIRD 1812-SAM-PRS-12H SHRUB POP-UP 1 .30 30 12 1800 it Phone Number - _ Phone Number $ 3_ 1 Date of Information _ a-9 ,-I,3 !E2 Date of Information a1 y c, RAIN BIRD 1812-SAM-PRS-I2VAN SHRUB POP-UP 1 .30 30 12 1350 'J' H.G.L. Mean Elevation 2o!j0 (Required if static H.G.L. Mean Elevation (Required if static pressure unknown) - pressure unknown) ff RAIN BIRD 1812-SAM-PRS-15H SHRUB POP-UP 1 .85 30 15 180° 'J' / 6�$�ERED Mater Meter Elevation % -7 44," water Meter Elevation % 7'><,' V � st - X .433 • /5 / / X .433 /5 / � ,�� D Remote Control Valve I A- 2 Size /Y2A, Remote Control Valve I A- 12 Size /Y2` RAIN BIRD 1812-SAM-PRS-I5VAN SHRUB POP-UP 1 .85 30 15 1350 Maximum Demand 7W G.P.M. Maximum Oemand 34 G.P.M. m Elevation of Highest Head - 77 g (p Elevation of Highest Head x1673 _ RAIN BIRD EFB-CP-PRS-B ELECTRIC REMOTE CONTROL VALVE. 'D' --- r Pressure 0 R.C.Y. 47.50 l,_P.S.I. Pressure © R.C.Y. -58.5 _P.S.I. SEE PLAN FOR SIZE wr Exp.Date:5,'31/00 Qty. Size Item P.S.I. Loss tX- Size Item P.S.I. Loss ® FEBCO MODEL#825-YA 1 1/2"SIZE REDUCED PRESSURE BACKFLOW PREVENTOR 'B' �/ �, �/C � �1\ # 1 1/2' Water Meter 1 1/2' Water Meter 2.5 W/STRONG BOX SBBC-45-AL ENCLOSURE. '� }� .n��j�t - Press. Reg. (Fall-off) 7.� - Press. Reg. (Fall-off) 7.0 OF CALL 4� T R.P. Backflow Device '2C IT R.P. Backflow Device 12.0 ti 1-74" Flow Meter 5 IT Fi ow Meter .5 O SUPERIOR MODEL#3100 NORMALLY OPEN ELECTRIC DIAPHRAGM GLOBE MASTER VALVE D' SIMCITY rx �� . P DESCRIPTION OF REVISION DATE PPROVED: 'j Master Val ve s ll Master Valve 1.5 (INSTALL W/O ANGLE VALVE) oPP'� z^ Gate Val ve (s) C Z" Gate Valve (s) 1.0 t L Q =21/2" _ Main Line p ,1730" 2,� Main Line 16.6 CITY OF RANCHO CUCAMONGA Main Line Main Line RAIN BIRD #33DNP QUICK COUPLING VALVE W/LOCKING PURPLE VINYL COVER. I � � 1 2 Latera Assembly PLACE EVERY 150'. PROVIDE MATCHING HOSE ELL. o y 3-p 1 z' R.C.Y. Assembly 3.0 --�V-�--- S/ 11 4Lateral Line Loss 0 Ci �'_ Lateral Line Loss 1.0 1" Lateral Line Loss g 0� 7„ Lateral Line Loss - �_ -'7��'� Lateral Line Loss 2 1Q_ 1 /4 Lateral Line Loss 12 O CALSENSE CALSENSE FLOW METER, MODEL# FM-1.25 'A' ` TRACT MAP NO. 14379 Fittings Loss (10%) 3.0 Fittings Loss (10%) t Elevation Change (+-) _3.5 Elevation Change (+-) +�� % 1"=20'-O" C CA-SENSE CAL SENSE 32 STATION WALL MOUNT CONTROLLER W/STRONGBOX ELECTRICAL F' 20 40 Total System losses: 37.5 Total System losses: 26.5 PED. SB-24-SS/120V. SEE PLAN FOR LOCATION AND MODEL NUMBER. m _ r-.-_�' ❑ o ❑ IRRIGATION PLAN Pressure to Operate Head: Operate Head. 30.0 ( ) 30.0 Pressure to D Total Pressure Required- 67.5 Total Pressure Required: 56.5 © WILKINS 500 SERIES PRESSURE REGULATOR. LINE SIZE g' I f WILSON AVE. AND ETIWANDA AVE. ' L LANDSCAPE MAINTENANCE DISTRICT Lowest Static Pressure Available: 135.0 Lowest Static Pressure Available: 135.0 r ; J , Pre-Set Regulated Pressure (If required): 85,0 Pre-Set Regulated Pressure (If reQuired): 85.0 - Residual Water Pressure: 175 Residual Nater Pressure: 2e.5 APPROVED LATERAL LINE: SCH. 40 PVC PIPE. SIZE AS NOTED ON PLAN. 12" MIN. COVER. G' j BA nMA� -r • ' --_ SEE SHEET 2 FOR CONSTRUCTION PLAN APPROVED By DATE ej6 J Q� City Required Residual Mater Pressure: 15-20 PSI City Required Residual Water Pressure: 15-20 PSI SEE SHEET 15 FOR PLANTING PLAN CITY ENGINEERRCE 2doSa APPROVED PRESSURE MAIN LINE: 1 1/2" OR SMALLER, SCH 40 PVC PIPE. 2" AND G' I - LARGER CL. 315 PVC PIPE. SIZE AS NOTED. 18" MIN. COVER -- --- DESIGN PLAN PREPARED BY RECOMME DE -- ■ BORTNWICK ■ GUY ■ BETTENPAUSEN 13 ------- APPROVED PIPE SLEEVE: SCH. 40 PVC PIPE 4" MIN., INSTALL 18" BELOW GRADE. 'H' � ADG EXTEND 12" PAST EDGE OF HARDSCAPE. Gross Landscape Area (this sht.)= 16,262 s.f. -.,;: LANDSCAPIARCNITICTS PLANNERS F Non-factored 4' Sidewalk Area= 2,448 s.f. 1102 WVOfn•DIIIYE•Ill-mrfrm,CA W2-M-p+NM-sate-Fax W4naM ® EXISTING 11/2" DOMESTIC IRRIGATION WATER METER, (INSTALLED BY CUCAMONGA COUNTY -__ SHEET KEY Additional Hardscape Area (2' s.,ll 1,028 s.f. Air L-7 of 21 WATER DISTRICT 909-987-2591). ALL PERMITS, FEES, ECT. SHALL BE THE (Cobble)= 5,496 s.f. ARTHUR D.GUY III,ASLA 2214 RESPONSIBILITY OF THE CONTRACTOR. % Hardscape (net) to Landscape Area= 40% CHECKEDa.LA.NO DRWING N DATE 9141nn FILE NO I - PROJECT SHEET OF MATCHLINE SEE SHEET IRRIGATION LEGEND j/4 ;4 SYMBOL MANUFACTURE MODEL NUMBER / DESCRIPTION GPM PSI RAD ARC DETAIL " 2 23 o RAIN BIRD 1812-SAM-PRS-12F SHRUB POP-UP 2.60 30 12 3600 J. ` G RAINBIRD 1812-SAM-PRS-50 SHRUB POP-UP 0.10 30 5 900 J. LANDSCAPE EASEMENT DEDICATED TO THE CITY RAINBIRD 1812-SAM-PRS-5H SHRUB POP-UP 0.41 30 5 180° J. OF RANCHO CUCAMONGA 1/4 3/4' RAINBIRD 1812-SAM-PRS-EVAN SHRUB POP-UP 0.60 30 6 1350 J' / 3v4. RAIN BIRD 1812-SAM-PRS-80 SHRUB POP-UP 0.26 30 8 900 'J' / _ r RAIN BIRD 1812-SAM-PRS-8H SHRUB POP-UP 0.52 30 8 1800 'J' ♦ RAIN BIRD 1812-SAM-PRS-8VAN SHRUB POP-UP 1 .19 30 8 1350 'J' / o RAIN BIRD 1812-SAM-PRS-100 SHRUB POP-UP 0.39 30 10 900 r • -� `�' RAIN BIRD 1812-SAM-PRS-10H SHRUB POP-UP 0.79 30 10 1800 J' l o 3/4' I 24 v RAIN BIRD 1812-SAM-PRS-10VAN SHRUB POP-UP 1 .45 30 10 1350 J' TRACT d 3/4•1 /4' b RAIN BIRD 1812-SAM-PRS-120 SHRUB POP-UP 0.65 30 12 900 J. 14380 RAIN BIRD 1812-SAM-PRS-12H SHRUB POP-UP 1 .30 30 12 1800 J' o /4' I RAIN BIRD 1812-SAM-PRS-12VAN SHRUB POP-UP 1 .30 30 12 1350 ° RAIN BIRD 1812-SAM-PRS-15H SHRUB POP-UP 1 .85 30 15 1800 J. 1 � v RAIN BIRD 1812-SAM-PRS-15VAN SHRUB POP-UP 1 .85 30 15 1350 J r , ° RAIN BIRD EFB-CP-PRS-B ELECTRIC REMOTE CONTROL VALVE. 'D' y SEE PLAN FOR SIZE 3/4 ' ° ® FEBCO MODEL#825-YA 1 1/2" SIZE REDUCED PRESSURE BACKFLOW PREVENTOR 'B' W/STRONG BOX SBBC-45-AL ENCLOSURE. f ° SUPERIOR MODEL#3100 NORMALLY OPEN ELECTRIC DIAPHRAGM GLOBE MASTER VALVE 'D' SIM ° f (INSTALL W/O ANGLE VALVE) f RAIN BIRD #33DNP QUICK COUPLING VALVE W/LOCKING PURPLE VINYL COVER. I' PLACE EVERY 150'. PROVIDE MATCHING HOSE ELL. u 1 3/4' QF CALSENSE CALSENSE FLOW METER, MODEL# FM-1.25 'A' ! 2 0 BAHAMA COURT CALSENSE CAL SENSE 32 STATION WALL MOUNT CONTROLLER W/STRONGBOX ELECTRICAL 'F' I 3/4' • ° I _ _ _ _ - PED. (SB-24-SS/120V.) SEE PLAN FOR LOCATION AND MODEL NUMBER. 1 ' 1:22 77 1. 0 WILKINS 500 SERIES PRESSURE REGULATOR. LINE SIZE 'B' 1257 S.F. 11/4" APPROVED LATERAL LINE: SCH.40 PVC PIPE. SIZE AS NOTED ON PLAN. 12" MIN. COVER. 'G' a 11/a" 01. /4 •—�- APPROVED PRESSURE MAIN LINE: 1 1/2" OR SMALLER, SCH 40 PVC PIPE. 2" AND 'G' 15 fA-2 LARGER CL. 315 PVC PIPE. SIZE AS NOTED. 18" MIN. COVER 793 -S.F. 1' ° \ - — _ — - APPROVED PIPE SLEEVE: SCH. 40 PVC PIPE 4" MIN., INSTALL 18" BELOW GRADE. 'H' • ° \ EXTEND 12" PAST EDGE OF HARDSCAPE. D / \ _ _ _ - ® EXISTING 11/2" DOMESTIC IRRIGATION WATER METER, (INSTALLED BY CUCAMONGA COUNTY -_- zI - - - WATER DISTRICT 909-987-2591). ALL PERMITS, FEES, ECT. SHALL BE THE 0 W ' I RESPONSIBILITY OF THE CONTRACTOR. Q ° I Q ° 3/4' I � ° z • Q 5_ GENERAL NOTE: F.- THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS (,j,J I AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS,WALLS ECT. THIS SHALL INCLUDE THE BEST DEGREE OF ARC AND/OR RADIUS OF NOZZLE DEPENDING UPON FIELD CONDITIONS. IN THOSE LOCATIONS WHERE STANDARD RADIUS ADJUSTMENT OF THE NOZZLE DOES NOT SUFFICIENTLY REDUCE THE RADIUS TO FIT THE EXISTING SITE CONDITIONS,THE CONTRACTOR I • I SHALL BE RESPONSIBLE FOR THE INSTALLATION OF APPROPRIATE RAINBIRD � ` PRESSURE COMPENSATING SCREENS(PCS)OTHER THAN THOSE ALREADY SPECIFIED 3✓4 I 25 26 ON THE DRAWINGS. THESE PRESSURE COMPENSATING SCREENS ARE VERY USEFUL IN FINE TUNING THE IRRIGATION SYSTEM TO AVOID UNNECESSARY OVERSPRAY. 3/4. 4. CONTRACTOR MAY ALSO USE VARIBLE ARC NOZZLES(VAN)WHERE APPROPRIATE TO 14 A-8 98.8 97.6 I � i ACHIEVE PROPER ARC. 883 S.F. 1" 11/4'0 STORM DRAIN PER CIVIL I X3/4• 2'TOP OF ENGINEER'S PLANS,TYP. , SLOPE BENCH o t 3/a — 3/4 /a� I I — T-3/4' 1114, 14 1„ 1,. � ��6�SSEREO Q �NK D �... rs., DESCRIPTION OF REVISION DATE cnv I TC 89.75 + APPROVED:�,.� �-_� �'` '� 5181060 P� SJ� Exp.Date:S311� * CITY OF RANCHO CUCAMONGA � Of CALr;FO� TRACT MAP NO. 14379 WILSON AVENUE 2333 S.F. 11/4" 4 EXIST. C/L 26 A-,9 IRRIGATION PLAN _ r_. „i P ` WILSON AVE. AND ETIWANDA AVE. TC 91.27 + 3 . x - 3/4 ="'` - cn �' LANDSCAPE MAINTENANCE DISTRICT w BAHAMA CT L�4 3/4" /4' LU APPROVED BY: DATE 7- 1"=2U-0" CITY ENGINEER �ad RCE: 24953 Z � � 0 20 40 +G ❑ y� __-. DESIGN PLAN PREPARE C�BY REGOtv�IylE [ h 33 A-18 = SEE SHEET 3 FOR CONSTRUCTION PLAN _-- U SEE SHEET 16 FOR PLANTING PLAN "� AM ■ BORTIaWICK ■ Ulf ■ BCTTENIaAUSEN El 2283 5.F. 11/2' - - ��-'`- :�,� --— _�� LANDSCAPE /1CNITFCIS - PLANNERS Q Gross Landscape Area (this sht.)= 10,135 s.f. DRAWN SHE E I Non-factored 4' Sidewalk Area= 2,324 s.f. AM V12DU°ONTDN*'PJrMA-WW,CAtW2-TE`P"4M n.W"AMI!'r L-8 of 21 SHEETKEY Additional Hardscape Area (2' s.w.)= 930 s.f. cE+�c,KE-�, ARTHUR D. GUY III, ASLA 2214 DRAWING NO(Cobble)= 3,185 s.f. R.L.A. NO jj % Hardscape (net)to Landscape Area= 40% DATE 2/4/00 FILE NO 5 7" PROJECT SHEET __ OF _ _ IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL NUMBER/ DESCRIPTION GPM PSI RAD ARC DETAIL 0 RAIN BIRD 1812-SAM-PRS-12F SHRUB POP-UP 2.60 30 12 3600 'J' RAINBIRD 1812-SAM-PRS-50 SHRUB POP-UP 0.10 30 5 90 J / 4 N • RAINBIRD 1812-SAM-PRS-SH SHRUB POP-UP 0.41 30 5 180° 'J' r TC 30.99 + /�///•• ��\ RAINBIRD 1812-SAM-PRS-6VAN SHRUB POP-UP 0.60 30 6 1350 RAIN BIRD 1812-SAM-PRS-80 SHRUB POP-UP 0.26 30 8 900 J' / _3/4" RAIN BIRD 1812-SAM-PRS-8H SHRUB POP-UP0.52 30 8 1800 lil 'J' /. // 3/4' `. RAIN BIRD 1812-SAM-PRS-BVAN SHRUB POP-UP 1.19 30 8 1350 3/4' � o RAIN BIRD 1812-SAM-PRS-100 SHRUB POP-UP 0.39 30 10 900 'J' TRACT 14380 OX J /� � V RAIN BIRD 1812-SAM-PRS-10H SHRUB POP-UP 0.79 30 10 1800 J. / 26 A-23 �/ O �. v RAIN BIRD 1812-SAM-PRS-10VAN SHRUB POP-UP 1 .45 30 10 1350 'J' Q� /2660 S.F. 11/4" � � ��,` G \ b RAIN BIRD 1812-SAM-PRS-120 SHRUB POP-UP 0.65 30 12 900 'J' / ° ` \ r RAIN BIRD 1812-SAM-PRS-12H SHRUB POP-UP 1 .30 30 12 1800 'J' RAIN BIRD 1812-SAM-PRS-I2VAN SHRUB POP-UP 1 .30 30 12 1350 'J' / 3/4' O \ V RAIN BIRD 1812-SAM-PRS-15H SHRUB POP-UP 1 .85 30 15 1800 J' / 4 / 3/4* 3/4' RAIN BIRD 1812-SAM-PRS-15VAN SHRUB POP-UP 1 .85 30 15 1350 'J' / 100143/4'� 11/4• / 004p t" � 30.0 ` RAIN BIRD EFB-CP-PRS-B ELECTRIC REMOTE CONTROL VALVE. 'D' ; 00, 0 1 1 SEE PLAN FOR SIZE /% /40000 15 ® FEBCO MODEL#825-YA 1 1/2"SIZE REDUCED PRESSURE BACKFLOW PREVENTOR 'B' % / W/STRONG BOX SBBC-45-AL ENCLOSURE. / /� Oi SUPERIOR MODEL#3100 NORMALLY OPEN ELECTRIC DIAPHRAGM GLOBE MASTER VALVE 'D' SIM (INSTALL W/O ANGLE VALVE) / 10 RAIN BIRD #33DNP QUICK COUPLING VALVE W/LOCKING PURPLE VINYL COVER. '1' 3/47 ° PLACE EVERY 150'. PROVIDE MATCHING HOSE ELL. / ° �� •3/4" OF CALSENSE CALSENSE FLOW METER, MODEL# FM-1.25 'A' % • 22 A-22 ;4. CALSENSE CAL SENSE 32 STATION WALL MOUNT CONTROLLER W/STRONGBOX ELECTRICAL 'F' / 1035 S.F. 11/4" n/4' r /a• PED. (SB-24-SS/120V.) SEE PLAN FOR LOCATION AND MODEL NUMBER. / 27 0 r. © WILKINS 500 SERIES PRESSURE REGULATOR. LINE SIZE 'B' / 3/4" APPROVED LATERAL LINE: SCH. 40 PVC PIPE. SIZE AS NOTED ON PLAN. 12" MIN.COVER. 'G' % /4' / 11 .�� APPROVED PRESSURE MAIN LINE: 1 1/2" OR SMALLER, SCH 40 PVC PIPE. 2" AND 'G' LARGER CL. 315 PVC PIPE. SIZE AS NOTED. 18" MIN. COVER _ ------ APPROVED PIPE SLEEVE: SCH.40 PVC PIPE 4" MIN., INSTALL 18" BELOW GRADE. 'H' ;/ 4000, EXTEND 12" PAST EDGE OF HARDSCAPE. ; ® EXISTING 11/2" DOMESTIC IRRIGATION WATER METER, (INSTALLED BY CUCAMONGA COUNTY ; 3/ao ° � � 20 WATER DISTRICT 909-987-2591). ALL PERMITS, FEES, ECT. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. / ° ° -� � 3/4" 38 A-5 r / /1830 S.F. 2 ,• 21 GENERAL NOTE: THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND / 3/4' VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS,STREETS, WALLS ECT. THIS SHALL INCLUDE THE BEST DEGREE OF ARC AND/OR RADIUS OF NOZZLE • / 13.0 DEPENDING UPON FIELD CONDITIONS. IN THOSE LOCATIONS WHERE STANDARD RADIUS • ADJUSTMENT OF THE NOZZLE DOES NOT SUFFICIENTLY REDUCE THE RADIUS TO FIT THE • EXISTING SITE CONDITIONS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE • • / INSTALLATION OF APPROPRIATE RAINBIRD PRESSURE COMPENSATING SCREENS(PCS)OTHER / THAN THOSE ALREADY SPECIFIED ON THE DRAWINGS. THESE PRESSURE COMPENSATING % 3/4' 3/4" SCREENS ARE VERY USEFUL IN FINE TUNING THE IRRIGATION SYSTEM TO AVOID • / UNNECESSARY OVERSPRAY. CONTRACTOR MAY ALSO USE VARIBLE ARC NOZZLES(VAN) / WHERE APPROPRIATE TO ACHIEVE PROPER ARC. o ° / / o 3/4" / 3/4" 22 3/4" �6�gSERED / . • PAD = 12.6 / �� R D O FF= 13,1 / y� DESCRIPTION OF REVISION DATE CITY APPROVED: P W ` Exp.Date S'3i/00 CITY OF RANCHO CUCAMONGA 1" SEE SHEET 18OR CONST RUCI ION FOR PLANTING PLAN LAN / '*��( f7F CAl �`! TRACT MAP NO. 14379 % ! IRRIGATION PLAN 8 A-21 ° / - m 326 S.F. 1' `�____.---,__-_-- ___.��_ _:_ / j ,4„ r- ,- - WILSON AVE. AND ETIWANDA AVE. Q f LANDSCAPE MAINTENANCE DISTRICT 28 A-6 3/a' 2 BAHAMA:: 1"=20'-0" APPROVED BY: DATE:: --` C. t 3/4` 1347 5.F, 1i/4" 2' I - �r: i, _ ❑ ° 20 `0 CITY ENGINEER RCE: 24953 DESIGN PLAN P� PAfq[Ii BY REC:UMIALNI) _ . _` -_ _ - A�_ ■ 90RTNWICK ■ GUY ■ 9ETTENIaAUSEN 13 MATCHLINE SEE SHEET 8 c — -� — _ �— ' Gross Landscape Area (this sht.)= 10,663 s.f. L/N D S C/1 I AICHITICIS ►L 1 N N I I S 23 Non-factored 4' Sidewalk Area= 2,532 s.f. DRAWN SHE I Additional HardscapeArea (2' sm.)= 1,004 s.f. ADG U'2D1P0MTD""E-s�A"""K'C":"''TEL "`°"`'FAX-�"L7°� L-9 OF 21 SHEET KEY (Cobble)= 3,306 s.f. cHEcrcL� ARTHUR D.GUY III,ASLA 2214 DRAWING NO % Hardscape (net)to Landscape Area= 40% R.L.A.NO DATE 2/4/00 FILE NO I f r L PROJECISHEEI OF CONCRETE MOWCURB LIMIT OF WORK ---- T---------- - IRRIGATION LEGEND 3/4/'L SYMBOL SYMBOL MANUFACTURER MODEL NUMBER/ DESCRIPTION GPM PSI RAD ARC DETAIL % �7 TC 63.76 + ° /�� _ 3/a 1 % ; ® RAIN BIRD 1812-SAM-PRS-12F SHRUB POP-UP 2.60 30 12 3600 'J' ° 1 MATCHLINE SEE LEFT 1 8 RAINBIRD 1812-SAM-PRS-50 SHRUB POP-UP 0.10 30 5 900 1 1 / ° 3 v RAINBIRD 1812-SAM-PRS-5H SHRUB POP-UP 0.41 30 5 1800 J' 1 / 17 A-1 1 o /^ RAINBIRD 1812-SAM-PRS-EVAN SHRUB POP-UP 0.60 30 6 1350 J. STORM DRAIN PER CIVIL 903 a.F. 1 / 1 ENGINEER'S PLANS,TYP. RAIN BIRD 1812-SAM-PRS-80 SHRUB POP-UP 0.26 30 8 900 J' ° 3/4'; / 1 / / 1 °3/4' 16 /A-2 3/40 1 1 // 1 / ° / ° RAIN BIRD 1812-SAM-PRS-BH SHRUB POP-UP 0.52 30 8 1800 J' ° 1 663 S.F. 1,. 3/a° / ° / SEE CIVIL ENGINEERS PLANS FOR ° 3/4' ' RAIN BIRD 1812-SAM-PRS-8VAN SHRUB POP-UP 1 .19 30 8 1350 J' � / 0 1 GRADING INFORMATION IN THIS ° AREA AND TRAIL CONSTRUCTION / ° , o RAIN BIRD 1812-SAM-PRS-100 SHRUB POP-UP 0.39 30 10 900 'J' ° 1 TO THE SOUTH / o / - a ; ° ==j v RAIN BIRD 1812-SAM-PRS-10H SHRUB POP-UP 0.79 30 10 1800 'J' 0 a� w • / 1 / 0° w r v RAIN BIRD 1812-SAM-PRS-10VAN SHRUB POP-UP 1 .45 30 10 1350 J. r 1 o C / 3/4' / C / D 6 A-2 w D b RAIN BIRD 1812-SAM-PRS-120 SHRUB POP-UP 0.65 30 12 900 J. 1 1v2, q � / 1 1872 S.F, — O V RAIN BIRD 1812-SAM-PRS-12H SHRUB POP-UP 1 .30 30 1 2 180° 'J' U "'/^ / 11/2"�, • Q • ° RAIN BIRD 1812-SAM-PRS-12VAN SHRUB POP-UP 1 .30 30 12 1350 J. 3/4' EQUESTRIAN FENCE • 1v4" 3/4' - / / 11/4 /4• V RAIN BIRD 1812-SAM-PRS-15H SHRUB POP-UP 1.85 30 15 1800 J. w / TRACT BOUNDARY / RAIN BIRD 1812-SAM-PRS-15VAN SHRUB POP-UP 1.85 30 15 1350 'J' i 3/4' , /;3/a 537 S.F. /4' / 1V4' /4. 0 RAIN BIRD EFB-CP-PRS-B ELECTRIC REMOTE CONTROL VALVE. 'D' / 3/4' 1" SEE PLAN FOR SIZE / 3/4. - ° 1" 0 ® FIEBOO MODEL#825-YA 1 1/2"SIZE REDUCED PRESSURE BACKFLOW PREVENTOR 'B' / 3/4' 3/4• p ° ° W/STRONG BOX SBBC-45-AL ENCLOSURE. j 13 a 0 / ° / ° • SUPERIOR MODEL#3100 NORMALLY OPEN ELECTRIC DIAPHRAGM GLOBE MASTER VALVE 'D' SIM MATCHLINE SEE RIGHT (INSTALL W/O ANGLE VALVE) 0 RAIN BIRD #33DNP QUICK COUPLING VALVE W/ K 5 C L E LOC iNG PURPLE VINYL COVER. I / PLACE EVERY 150'. PROVIDE MATCHING HOSE ELL. 36.8 O CALSENSE CALSENSE FLOW METER, MODEL#FM-1.25 'A' 0 LANDSCAPE EASEMENT / 1' C CALSENSE CAL SENSE 32 STATION WALL MOUNT CONTROLLER W/STRONGBOX ELECTRICAL 'F' . DEDICATED TO THE CITY � PED. (SB-24-SS/120V.) SEE PLAN FOR LOCATION AND MODEL NUMBER. / OF RANCHO CUCAMONGA \ / © W1LKINS 500 SERIES PRESSURE REGULATOR. LINE SIZE 'B' % APPROVED LATERAL LINE: SCH. 40 PVC PIPE. SIZE AS NOTED ON PLAN. 12" MIN. COVER. 'G' / .�� APPROVED PRESSURE MAIN LINE: 1 1/2" OR SMALLER, SCH 40 PVC PIPE. 2" AND 'G' POINT OF CONNECTION- /3/4• LARGER CL. 315 PVC PIPE. SIZE AS NOTED. 18" MIN. COVER i / / o /4• ________ APPROVED PIPE SLEEVE: SCH.40 PVC PIPE 4" MIN., INSTALL 18" BELOW GRADE. 'H' ZONE V (2090 HGL) DOMESTIC WATER / / 3/4 EXTEND 12" PAST EDGE OF HARDSCAPE. SOURCE:CUCAMONGA COUNTY WATER DISTRICT / • CARLOS FIMBRES {909) 483-7440 (8/29/99)) EXISTING 11/2 DOMESTIC IRRIGATION WATER METER, INSTALLED BY CUCAMONGA COUNTY / WATER DISTRICT 909-987-2591). ALL PERMITS, FEES, ECT. SHALL BE THE SERVING CONTROLLERS:"A" / RESPONSIBILITY OF THE CONTRACTOR. METER ELEVATION: 1741' / • CIVIL STATION NUMBER: 87 NORTH OF EASTLOOK C.L. / AREA TO BE IRRIGATED:1.25 AC • PEAK IRRIGATION DEMAND:35 GPM'S • SYSTEM DESIGN PRESSURE:80 PSI INSTALL MAINLINE MIN. 12"BEHIND BACK OF ° GENERAL NOTE: STATIC WATER PRESSURE ® P.O.C.:150 PSI SIDEWALK ° THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS WATER METER SIZE (DOMESTIC): 1 1/2" ° AND VALVES FOR OPTIMUM COVERAGE MINIMAL OVERSPRAY ONTO WALKS, / o VE GE WITH MIN STREETS, WALLS ECT. THIS SHALL INCLUDE THE BEST DEGREE OF ARC AND/OR - J RADIUS OF NOZZLE DEPENDING UPON FIELD CONDITIONS. IN THOSE LOCATIONS WHERE STANDARD RADIUS ADJUSTMENT OF THE NOZZLE DOES NOT SUFFICIENTLY REDUCE THE RADIUS TO FIT THE EXISTING SITE CONDITIONS,THE CONTRACTOR o -� SHALL BE RESPONSIBLE FOR THE INSTALLATION OF APPROPRIATE RAINBIRD v / 3/a• / PRESSURE COMPENSATING SCREENS(PCS)OTHER THAN THOSE ALREADY P i / 1'• / SPECIFIED ON THE DRAWINGS. THESE PRESSURE COMPENSATING SCREENS ARE 34.5 VERY USEFUL IN FINE TUNING THE IRRIGATION SYSTEM TO AVOID UNNECESSARY 3/4" OVERSPRAY. CONTRACTOR MAY ALSO USE VARIBLE ARC NOZZLES(VAN)WHERE F. 1" STORM DRAIN PER CIVIL / 1 APPROPRIATE TO ACHIEVE PROPER ARC. � . 966 S. ENGINEER'S PLANS,TYP. / 1 • / I'I 32 A-3 1. 1 4/ / 1806 S.F. ! / / V2" 1. (70% / 1 SEE SHEET 5 FOR CONSTRUCTION PLAN F , SEE SHEET 19 FOR PLANTING PLAN / oslERED ° � 3/4' RDc', 1 3/4' j / O 3/4' / / ° CITY j ELEV. �� A AJ DESCRIPTION OF REVISION DATE APPROVED / , 7 P 1•- a 1741.0 P 3•>�' / o .c P , • �� Exp.Cave:531/00 F 31.0 / F9� *j y, � t� ♦t CITY OF RANCHO CUCAMONGA OF TRACT MAP NO. 14379 / ° / MASTER VALVE SEE DETAIL 3/4" / FLOWSENSOR SHEET L-12 i IRRIGATION PLAN 9 a 1 ' WILSON AVE. AND ETIWANDA AVE. 1 f I LANDSCAPE MAINTENANCE DISTRICT � / 3/4 CONTROLLER 'A'- CAL SENSE (32) STATION WALL MOUNT CONTROLLER INSIDE f ^� = = _ 3/a an` nnnl : -�— � APPROVED BY: DATE. IQ' �` ° VANDAL RESISTANT METERED CONTROLLER A STRONGBOX MODEL NO. t - __ _ IF - -• _ CITY ENGINEER RCE: 24953 SB-24-SS/120V ASSEMBLY. CALSENSE CONTROLLER MODEL 11 1 20'-O" 6'l #ETI-32-DR/ANT-1/TP-110/TP-1W/SB-24-SS/120, 120 VOLT POWER - 0 zo 40 DESIGN PLAN PPE PAHEDBY HECOMM NIXED SERVICE (FROM SOURCE)TO PEDESTAL SHALL BE PROVIDED BY - -- �cS' •/ OWNER/DEVELOPER. CONTRACTOR TO PROVIDE PEDESTAL CONTROLLER AND — - - ��V -- _ '4DG ■ BORTRVICK 0 GUY ■ BETTCNgAUSEN 13 \\ LANDSCAPE ARCHITECTS • PLANNERS `. COMPLETE HOOKUP OF 120 VAC TO CONTROLLER. FINAL LOCATION OF Gross Landscape Area (this sht.)= 10,400 s.f. DRAWN sE+E E i 4 CONTROLLER SHALL BE APPROVED BY CITY REPRESENTATIVE. CONTRACTOR TO Non-factored 4' Sidewalk Area= 2,769 s.f. ADG m:ourartonK.xxrfA. .cA+m:.TEL M++I+s,en•rix N++1+n L-10 of 21 Additional Hardscape Area (2' s.w.)= 1,202 s.f. UQ N CONTACT CALSENSE FOR COORDINATION OF FINAL WIRING OF CONTROLLER SHEET �Y (Cobble)= 2,913 s.f. ( )- ° CHECKED ARTHUR D.GUY III,ASLA R.L.A.NO 2214 DRAWING No ASSEMBLY FOR WARRANTY PURPOSES o 40 /° C I /o Hardscape (net) to Landscape Area= DATE 2/4/00 FILE NO PROJECT SHEET OF STRONG BOX ENCLOSURE, MODEL#SBBC-45AL BACKFLOW PREVENTER ASSEMBLY TO SPINKLER-ANGLENIPPLE-TYPICAL Q SPECIFIED DEPTH WIH 415 TO — — — — — — — — — — — — — — — — — — — — 4) PLACES Q SCH 40 PVC MALE ADAPTOR ° o SCH 80 PVC UNION "SNAP-TITS" WATERPROOF 1 01 w Q BRASS OR PVC NIPPLE CONNECTORS OR EQUAL NIPPY z 0° z ELECTRIC CONTROL VALVE WH ITE I - F- ROUND PLASTIC VALVE BOX& U) BLUE WILKINS 1 �- i w z COVER ETCHED"IRRIGATION GATE" w g PLASTIC VALVE BOX PRESSURE 6 THICK X 12 WIDE cr CL CARSON OR EQUAL m z MARKED"IRRIGATION RCV" EPDXY FILLED SKOTCH-LOK I CONCRETE PAD(LENGTH VARIES a z ( ) - CARSON OR EQUAL WATERPROOF CONNECTOR REGULATOR 1 PER SIZE/MANUFACTURER) C7 Z z W BRASS WYE STRAINER z I SLOPE TO DRAIN AT MINIMUM Q ih FINISH GRADE o ETCHED WITH CONTROLLER III I RED OR EQUAL I WITH 60 MESH � i 2% g < AND VALVE SEQUENCE 46 BLACK I MONEL SCREEN PIG TAIL EXPANSION i FINISH GRADE _ - - _ z 6" MIN. FINISH GRADE IRRIGATION CONTROLLER LOOP (MIN.24" LONG) 2 UNION I co Q �- PVC SLEEVE I I—I 1=I I I I I--I I I- WATERPROOF ALL _ _ REQUREDFOR -III-III- BALL VALVE - 1 112 OR SMALLER WITH - PLASTIC VALVE BOX CARSON OR •• '♦ ••' ' - -_ WIRE CONNECTIONS _I •'► •'• •• . ( I I PIPE T1 IROUGH _ _ STAINLESS STEEL HANDLE _ _ ( -_ (- �-1�I-I�I I�I-� - SIDEWALK EQUAL)WITH PLASTIC INTEGRATED �- CONCRETE PAD -11 I=I 11=1 I I 1=I 11= I F=d —III] LOCKING LID. PLACE AT GRADE IN I=-= ____ _ =_=I I —I I I-1 I I RESILIENT WEDGE-2"OR LARGER WITH I-III-I z —I I -i MOISTURE x x x -' ' ' I I ' ' ' ' '- i NIPPLE-TYPICAL - GATE VALVE 2" OPERATING NUT 0 0 °o SENSOR TURF AREAS AND 3" ABOVE IN I I-� I -� —I I (=1 I-III— I_ c c PLANT BED. _I I I FROM WATER SOURCE III I I- (2) PLACES i=_ EPDXY COATED _ z 11=1 I I_ i I I I I I I I I T I I I A I I- REQUIRED Z _ I - =I _ SCH 40 PVC MALE —I I I-I I I (�1=1 VALVE —I _ _ PIG TAIL EXPANSION PIG TAIL EXPANSION _ - I I— ApgPfOR I�I 111 111 I 1=1 III 3 I LOOP (MIN. 24 LONG) LOOP (MIN.24" LONG) '` x � -I I �-I I so%COMPACTION - 00 x x (C`ONZN) I I=11( .° I REQUIRED I I .: IIl _ T _ _ �-1 I I—_I I I—I (- BLUE - _I I I=I I I I I I=� z FLOW ( _ BRASS ANGLE F 14 TO •: I I -I I •.FLO I =11 I=1 3 3 I I-III= \ 11= VALVE W/UNION WIRES I I- • , —I 11-1 I I I I—I I - 3° III=_ „ I — °. LINE TO SYSTEMS III=III=1 III—I I-- r I I ° °, , ° .°° ° 3/4 WASHED FED00° Z o MASTER CONTROL —i - - I = _ I I �• ° CRUSHED AGGREGATE I: BLACK VALVE CONCRETE STANDARDS TYPICAL(4) PLACES _ I=II o�o°F) °o e . c� o o 0o 117 SOW FLOW METER RIGID PIPE AND RELATED FITTINGS SHALL BE PER I I I I=) a o o° o I I' I III=III-III-I( o SCH 80 PVC N APPLE DIAMETER SAME CUCAMONGA COUNTY WATER DISTRICT STANDARDS. Z -III—III 000 I° Fd CONTROL COMMON WIRES SIZE AS FLOW CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO 1—I 11—I O, Oo. o• III—I�. -- METER SIZE CONSTRUCTIONNOTES: . 2 — — DIAMETER SAME SIZE I=III—) : Aip 0 00.ll a 00:9 • -- - AS FLOW METER SIZE INSTALL PER LOCAL CODES. ?'.o• 0 O o• • , o •-111-1 — — -- - 12QUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY _III-III o o.o - .0. o, o — STRUCTURES OR HARDSCAPING. —I I-�- -III-III_ -�I I-�I I-�� �_� III=1 I I=1 I I=1 MINIMUM DISTANCE DOWNSTREAM OF WHEN UNIT IS NEXT TO A STRUCTURE(IE. WALL, BUILDING,ETC.) BRASS NIPPLE UNINTERRUPTED PIPE(5X DIAMETER MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 3/4" WASHED CRUSHED OF FLOW METER SIZE) ORIENT UNIT PARALLEL TO STREET. AGGREGATE BASE SCH 40 PVC SXSXT TEE PRESSURE SUPPLY UNE MINIMUM DISTANCE UPSTREAM OF 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. NOTES: NOTES: UNINTERRUPTED PIPE(10X DIAMETER 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. OF FLOW METER SIZE) DISIMILAR METALS. 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 7. VALVE PER STD.518 REQUIRED BEFORE BACKFLOW PREVENTER 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. WHEN MAINLINE IS 3"OR LARGER. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. VALVE NUMBER. FLOW METER INSTALLATION REDUCED PRESSURE C _ REMOTE CONTROL VALVE WITH BACKFLOW PREVENTER VALVE 3 OR SMALLER SHUT-OFF VALVE & UNION CITY OF RANCHO CUCAMONGA STANDARD PLAN 516 CITY OF RANCHO CUCAMONGA STANDARD PLAN 517 CITY OF RANCHO CUCAMONGA STANDARD PLAN 518 CITY OF RANCHO CUCAMONGA STANDARD PLAN 520 24" STRONG BOX MODEL NO: SB-24SS/120V STAND ALONE CONTROLLER WITH ANTENNA HARDSCAPING(SEE NOTE 4) ❑ ANT 1 ANTENNA PORT NOTE: EPDXY FILLED LOCATED ENCLOSURE TO BE GROUNDED PER OUTSIDE OF BOX. INSTALLATION/LOCATION COAXIAL CABLE • LOCAL CODE.GROUND ROD TO BE ,t °•''' '' �' :' %' �' '• INSTALLED INSIDE ENCLOSURE.ON PER CITY AND CALSENSE — CONTROLLER SIDE. REPRESENTATIVE. iIItII - 00 ;" ;,,;F;t;'« CALSENSE CONTROLLER - �r411;1';:r11E1 - — MODEL NO. PER PLANS - I I I I I- ( -I I _I I I �11I ;r111�1 � __ — _ INSTALL CALSENSE `` " w III— I I IEE FINISH TP-110 GRAS I I I I 120 VOLT DUPLEX ®• CALSENSE HARNESS 0 -III I I--I I - I �- ,SjERED I I 6 8N. i i I i 3'-6" X 3'-6" X 6'CONCRETE OUTLET (GFCI) I- w= _ 20/ FOOTING INSTALL A MINIMUM OF — CLEAN BACKFILL- SEE z — I I _ CLEAN BACKFILL- SEE c� D Cljy T ABOVE GRADE AND SLOPE N -I I - SPECS. FOR MATERIAL O /� • 1 I. : I �' : ' ' _ TOP TO DRAIN AT MINIMUM OF 2%. RESET _ SPECS. FOR MATERIAL 90%COMPACTION REQUIRED -•• •I I i' ' • ti III INSTALL CONDULETTE00/00 CALSENSE TP-1 N I= - 90/o COMPACTION REQUIRED N TRANSIENT PROTECTION O =I I —III—I I—I I I i III—III—III= w/DEEP WP "J" BOX 00 -� - BOARD I=I PROVIDE 6 MIN. OF SAND ►- I I I I—III--III—I I COMMON WIRE/CONTROL WIRES IN I— _ Exo.Date 5/31/00 3'SCH.40 PVC CONDUIT. Z NON-PRESSURE LATERAL UNE: BEDDING AND SHADDING -IiI-Iii—I I i I Iii—IiII-I i I- - SCH. SNAKE PIPE IN _ I - � e�� � �-A 120 VOLT WIRE IN RIGID STEEL I 6" --t—F I I I I I ( OF CALIfO���! CONDUIT(PER LOCAL CODE) 90°SWEEP ELL F� 'i - — TO POWER SIDE OF CABINET (TYP.) ``' -I PRESSURE SUPPLY UNE: 1 ISCH. 40/CL. 315 SNAKE - PIPE IN TRENCH -II— CONTROL WIRE SLEEVE- ANT 1 ANTENNA PORT EPDXY ENCLOSURE MOUNT — I-i I = SIZE PER PLAN INSTALL HEAVY DUTY WEATHER-RESISTANT FILLED LOCATED OUTSIDE OF — — — ADJACENT TO PRESSURE PHOTO ELECTRIC SWITCH FOR SECURITY o BOX. INSTALLATION/LOCATION = _ —CONTROL WIRES;BUNDLE N - I ( I - SUPPLY UNE LIGHT CONTROL AS REQUIRED PER PER CITY AND CALCENSE REP. = w I I AND TAPE AT 15 O.C. AND — PLANS. NOTES: — _ INSTALL ADJACENT TO 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL I _ = I PRESSURE SUPPLY UNE - I I — PRESSURE SUPPLY UNE ELECTRIC METER PER SCE CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR SLEEVE-SIZE TWICE CALSENSE CONTROLLER MODEL NO. PRIOR TO CONSTRUCTION. PROVIDE 6 MIN. OF SANDcily PER PLANS. � I I=� 6" TYP. � 1—I I Sal.1PP�EUR�PRESSURE DESCRIPTION OF REVISION DATE APPROVED: REFER TO CONTROLLER 2.CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLANS DESIGN BEDDING AND SHADDING 6" TYP. INSTALLATION STD. SEQUENCE OF REMOTE CONTROL VALVES. CITY OF RANCHO CUCAMONGA SECURITY LIGHT NON-PRESSURE LATERAL TIMER REQUIRED PER 3. RUN ONE EXTRA WIRE(COLOR: ORANGE)TO FARTHEST RCV ON EACH LINE SLEEVE- SIZE TWICE PLANS. FINISH BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE NOTES: DIAMETER OF NON-PRESSURE GRADE a'GROUND ROD WIRE AT THE ENCLOSURE. 1. ALL SLEEVES TO BE SCH 40 PVC. LATERAL LINE TRACT MAP NO. 14379 2' SCH 40 CONDUIT 8" I I I I 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. NOTE: 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. FOR SECURITY LIGHT MIN. I I I I I I y 120 VOLT WIRE IN RIGID 1. PIGTAIL AND LOOP CONTROL WIRE AT 90°CHANGES IN DIRECTION. IRRIGATION DETAILS WIRING. i l I I I I 2/0 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. STEEL CONDUIT(PER 2. PRESSURE SUPPLY LINE: 2 1/2 AND SMALLER 18 MIN. DEPTH LOCAL CODE CONTROL VALVES. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY - • • _IiI ) 3" AND LARGER 24" MIN. DEPTH STD. NO. 120 24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW II _ • ._- 6.ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO STRUCTURAL SECTION). WILSON AVE. AND ETIWANDA AVE. -� DTR2 AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER ( } LANDSCAPE MAINTENANCE DISTRICT 111, - - i it I �I I- _-� __ 1-- SYSTEM PRIOR TO ACCEPTANCE. 7.ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. APPROVED BY: DATE:45"62 CITY ENGINEER / RCE: 24953 DESIGN f'l_AN FIRE PAM D BY HECOMMENIA 1) ADG ■ 84RTNVICK ■ GUY ■ BCTTCNUAUSEN 13 DRAWN LANDSCAPE IRCN11fC15 - PLANNERS SHELI t. CONTROLLER ENCLOSURE - TYPE A CONTROLLER ASSEMBLY TYPICAL TRENCHINGTYPICAL SLEEVING KM 2212WPONT � 'K � R_- �' DRIVE 4i-W" 4MM L-'1 OF 21 FINSTALLATION - TYPE A G H �'HE c KE i ARTHUR D. GUY III, ASLA R.L.A.NO 2214 [)HAWING N CITY OF RANCHO CUCAMONGA STANDARD PLAN 522 CITY OF RANCHO CUCAMONGA STANDARD PLAN 524 CITY OF RANCHO CUCAMONGA STANDARD PLAN 532 CITY OF RANCHO CUCAMONGA STANDARD PLAN 533 DATE 2/4100 FILE NO 1L167,4L PHOJECI SHEET OF TAPER MULCH AWAY FROM HEAD HI-POP SHR-B HEAD BODY SET 1/4" ABOVE FINISH GRADE RAIN BIRD 33 DNP WITH PURPLE FINISH GRADE RUBBER CAP-SUPPLY ONE KEY PER 12 OCV'S INCLUDING HOSE SWIVELS. STRUCTURE OR HARDSCAPING '— FINISH GRADE-INSTALL IN I PLANTER BED ONLY 18' MAXIMUM p to 2+ pD Z -I 11= I I=1 I I I I -III=1v °_° v -I iI I I� I SCH 40 BRASS NIPPLE 12' -111=1 I I I I I SCH 40 BRASS 90 ELe SCH 40 BRASS 90 STFTEET ELL STAINLESS STEEL i SCREW CLAMP SCH 40 BRASS NIPPLE MINIMUM(3) PLACES z 24' LONG #4 REBAR STAKE bD SCH 80 PVC 900 STREET ELL (24" LONG) SCH 40 PVC 1 MARLEX 90• ST R7ET ELL 90' STREE' ELL LNON-PRESSURE \ ` _ MARLEX 90' STREET ELL LATERAL FIl TING NON-PRESSJRE LATERAL LINE �'— TYP:CAL (22))SCH 80 NIPPLE PLACES ANTI-DRAIN VALVE AS RFOUIRE D NOTE: LOCATE r-AD 2" TO 6" FRCM WALKS, CURBS, =-AP.DSCAPING, MOW STRIPS, PRESSURE SUPPLY AND EDGES OF AWN. LINE FITTING 2, USE TEFLON TAPE ON ALL MALE THREADS. PRESSURE SUPPLY LINE 3. INS-ALL HEADS WITH IN.CRNAL CHECK VA_V= AND PRESSURE COMPENSATING FEATURE AS PER TH= IRR'3ATION PLAN. 4. F{EAD CONNECTICN AT 80TTOM INLET ONLY. QUICK COUPLING VALVE W/ METAL HI-POP SHRUB SPRAY STAKE - FOR NON-TURF AREAS J CITY OF RANCHO CUCAMONGA STANDARD PLAN 535 CITY OF RANCHO CUCAMONGA STANDARD PLAN 539 -RED G O� V o �•8•ao N Exp.Date:5/31100 !�C NO Of CALIfdR�� DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA TRACT MAP NO. 14379 IRRIGATION DETAILS WILSON AVE. AND ETIWANDA AVE. LANDSCAPE MAINTENANCE DISTRICT APPROVED BY: - DATE✓Y Z; CA- CITY "CITY ENGINEER RCE: 24953 DESIGN PLAN 1'4E1 PAHE1)BY HECOMMLND ) ADG ■ 80RT9WICK ■ GUY ■ BCTTENWAUSCN 13 Z�L DRAWN LANDSCAPE AICIIITECIS - PLANNERS SHEET KWK 2212 WPM DRIVE•KM A•OW.CA 12212•TEL P"4MWI•FAX P"1MFM L-12 of 21 CHECKED ARTHUR D.GUY III,ASLA 2214 DRAWING Nc: R.L.A NO DATE 2/4/00 FILE NO IL4 5 4-LL, PHOJECI SHE E1 OF SPRINKLER IRRIGATION SPECIFICATIONS 3. Before the date of the final observation,the Contractor shall transfer all information 1.05 SUBSTITUTIONS non-pressure lateral line pipe and fittings shall be the same as for solvent-weld from the "record drawing" prints to a sepia mylar or similar mylar material. pressure main line pipe and fittings as set forth in section 2.01 B of the Specifications. PART 1 - GENERAL Arrangements shall be made through the city for obtaining said sepia mylar or A. If the Contractor wishes to substitute any equipment or materials for the equipment or similar mylar material. All work shall be in waterproof India ink and applied to the materials listed on the Drawings and Specifications,he may do so by providing the following D. Brass Pipe and Fittings: 1.01 DESCRIPTION mylar by a technical pen made expressly for use on mylar material. Such pen shall information to the City of Rancho Cucamonga for approval: screwed similar to those manufactured by Rapidograph, KLieffel&Esser,or Faber Castell. 1. Where indicated on the Drawings, use red brass screed pipe conforming to Federal A. Scope of Work: Provide all labor,materials,transportation,and services necessary to furnish I. Provide a statement indicating the reason for making the substitution. Use a separate Specification#W W-P-351. The dimensions shall be made as to be easily readable even on the final controller and install the Irrigation System as shown on the Drawings and described herein. chart (see Section C). The original mylar "record drawing" plan shall be submitted sheet of paper for each iters to be submitted• to the City of Rancho Cucamonga for approval prior to the completion of the 2. Fittings shall be red brass conforming to Federal Specification #VVW-P-460. B. Standards: All work and materials shall comply with governing codes, safety orders, m controller chart. 2. Provide descriptive catalog literature, performance charts and flow charts for each standards, and regulations, and meet the minimum requirements of the Standard item to be substituted. E. Copper Pipe and Fittings: Specifications For Public Works Construction (Green Book)latest edition. 4. The Contractor shall dimension from two(2)permanent points of reference,such as building corners, sidewalk edges, road intersections, etc., the location of the 3. Provide the amount of cost savings if the substituted item is approved. 1. Pipe: Type K,hard tempered. 1.02 QUALITY ASSURANCE & REQUIREMENTS following items: B. The City of Rancho Cucamonga shall have the sole responsibility in accepting or rejecting 2. Fittings: wrought copper, solder joint type. A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all a. Connection to existing water lines. any submittal item as an approved equal to the equipment and materials listed on the observations as required. b. Connection to existing electrical power. Drawings and Specifications. 3 Joints shall be soldered with silver solder,45% silver, 15%copper, 16% zinc, 24% e. Gate valves. cadmium, solidus at 1125° F, and liquidus at 1145° F. B. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be d. Routing of sprinkler pressure, lines dimension max. 100' along rotrtin g p P ( g g)• 1.06 GUARANTEE followed in all cases where the manufacturers of articles used in this Contract furnish F. GateValves: e. Sprinkler control valves. directions covering points not shown in the Drawings and Specifications, f. Routing of control wiring and locations of all splice boxes. A. The guarantee for the irrigation system shall be made in accordance with the attached form. Quick coupling valves. 1. Ball Valves(1'/2" and smaller) C. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations g. Q p g The General Conditions and Supplementary Conditions of these Specifications shall be filed h. Stub-outs for future connections, with the City prior to acceptance of the irrigation system. governing or relating to any portion of this work are hereby incorporated into and made a i. Other related equipment as directed by the City of Rancho Cucamonga. a. Ball valves shall be a 12516 SWP bronze valve with threaded ends and shall part of these Specifications, and their provisions shall be carried out by the Contractor. be equipped with a stainless steel handle. B. A copy of the Guarantee.form shall be included in the operations and maintenance manual. Anything contained in these Specifications shall not be construed to conflict with any of the b. Ball valves shall be Nibco T- 585-70-66 or approved equal. 5. On or before the date of the final field observation,the Contractor shall deliver the above rules, regulations, or requirements of the same. However, when these Specifications corrected and completed sepias to the Ci of Rancho Cucamonga. Delivery of the C. All Ball valves shall be installed per detail. and Drawings call for or describe materials, workmanship, or construction of abetter p p City g ry C. The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the sepias will not relieve the Contractor of the responsibility of furnishing required followinginformation: quality, higher standard, or larger size than is required by the above rules and regulations, 2. Resilient Wedge Gate Valve (2 and larger) information that may be omitted from the prints. the provisions of these Specifications and Drawings shall take precedence.. GUARANTEE FOR IRRIGATION SYSTEAf C. Controller Charts: a_ Resilient Wedge Gate valves shall be epoxy coated and equipped with a 2" D. Explanation of Drawings: operating nut. We hereby guarantee that the irrigation system we have furnished and installed is free from defects b. Resilient Wedge Gate valves shall be No. 403 RT-RW as supplied by Watts 1. As-builts drawings shall be approved by the City of Rancho Cucamonga before in materials and workmanship, and the work has been completed in accordance with the Drawings 1. Due to the Scale of the Drawings, it is not possible to indicate all offsets, fitting, or approved equal. controller charts are prepared. and Specifications,ordinary wear and tear, unusual abuse, or neglect excepted. We agree to repair C. All Resilient Wed e Gate valves shall be installed r detail. sleeves,etc., which may be required. The Contractor shall carefully investigate the or replace any defects in material or workmanship which may develop during the period of one year g structural and finished conditions affecting all of his work and plan his work 2. Provide one controller chart for each controller sequence. from date of acceptance and also to repair or replace any damage resulting from the repairing or accordingly,furnished such fittings,etc.,as may be required to meet such conditions. G. Quick Coupling Valves: Drawings are generally diagrammatic and indicative of the work to be installed, The replacing of such defects at no additional costs to the City. We shall make such repairs or 3. The chart shall show the area controlled by the automatic controller and shall be the replacements within a reasonable time,as determined by the City,after receipt of written notice. In 1. rick coupling valves shall have a brass two-piece body designed for world work shall be installed in such a manner as to avoid conflicts between the irrigation maximum size which the controller door will allow. Q p g P y g ng the event of our failure to make such repairs or replacements within a reasonable time after receipt pressure of 150 P.S.I. system,planting and architectural features. of written notice from the City,we authorize the City to proceed to have said repairs or replacements 4. The chart is to be.a reduced drawing of the actual installed system. However,in the made at our expense and we will pay the costs and charges therefore upon demand. 2. All work called for on the Drawings b notes or details such be furnished and event the controller sequence is not legible when the drawing is reduced, it shall be 2. Quick coupling valve shall be operable with a quick coupler key. Key size and type g Y shall be as shown on the Drawings. installed whether or not specifically mentioned in the specifications. enlarged to a size that will be readable when reduced. PROJECT: CHAPARRAL ESTATES -TRACT NO. 14379 WILSON AVENUE AND ETIWANDA AVENUE, 3. The Contractor shall not willfully install the irrigation system as shown on the 5. The chart shall be a black line or blueline ozalid print and a different color shall be LOCATION: CiTY OF RANCHO CUCAMONGA H. Backflow Prevention Units: Drawings when it is obvious in the field that obstructions, grade differences, or used to indicate the area of coverage for each station. discrepancies in area dimensions exist that might not have been considered in SIGNED: 1. Backflow prevention unit shall be of size and type indicated on the irrigation engineering. Such obstructions or differences should be brought to the attention of 6. When completed and approved, the chart shall be hermetically sealed between two drawings. Install backflow prevention units in accordance with the Drawings. the City of Rancho Cucamonga. In the event this notification is not performed,the pieces of plastic, each piece being a minimum 20 mils. ADDRESSED: 2. Wyse strainers at backflow prevention units shall have a bronzed screwed boy with Contractor shall assume full responsibility for any revision necessary. 7. These charts shall be completed and approved prior to the final field observation of PHONE: DATE OF ACCEPTANCE: 60 mesh monel screen and shall be similar to Bailey #10013 or approved equal. 1.03 SUBMITTALS the irrigation system. PART 2 - PRODUCTS 3. All pressure main line piping between the point of connection and the backflow A. Material list: D. Operation and Maintenance Manuals: preventer shall be installed as required by local code. The Contractor shall verify 2.01 MATERIALS with the local governing body as to material type and installation procedures prior 1. The Contractor shall furnish the articles,equipment,materials,or processes specified _ 1. Prepare and deliver to the City of Rancho Cucamonga within ten calendar days prior to start of construction. Submit shop drawing for approval. b name in the Drawings and Specifications. No substitution will be allowed without to completion of construction, two hard-cover, three ring binders containing the A. General: Use onlynew materials of brands and types noted on drawings, specified herein, y g•. � yP g � L Check Valves: prior written approval by the City of Rancho Cucamonga. following information: or approved equals. 2. Complete material list shall be submitted prior to performing any work. Material list a. Index sheet which states Contractor's name,address, and telephone number, B. PVC Pressure Main Line Pipe and Fittings: 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze construction shall include the manufacturer, model number, and description of all materials and and which lists each installed equipment and material item including names with replaceable composition, neoprene, or rubber disc and shall meet or exceed equipment to be used, Although manufacturer and other information may be and addresses of manufactures local representatives. 1. Pressure main line piping for sizes 2" and larger shall be PVC Class 315. Federal Specification WW-V--51D, Class A, Type IV. different, the following is a guide to proper submittal format: b. Catalog and parts sheets on every material and equipment item installed under this Contract. 2, Class 315 pipe shall be made from an NSF approved Type 1, Garde 1, PVC 2. Anti-drain valves shall be of heavy dory virgin PVC construction with F.I.P.thread Item Np No, Descri tion Manufacturer Model No. C. Guarantee statement. compound conforming to ASTM resin specification D1784. All pope must meet inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve d. Complete operating and maintenance instructions on all major equipment. requirements as set forth in Federal Specification PS-22-70, with an appropriate _ shall be field adjustable against dfrom 5 to 40 feet of head. Anti-drain valve 1 Backflow Preventer Febco 825-Y-BV standard dimension(S.D.R.) (Solvent-weld Pipe). shall be similar to the Valcon "ADDVV"" o or approved equal. 2 Automatic Controller Calsense ET1-24 -DR 2. In addition to the above mentioned maintenance manuals, provide the City's 3 Master Valve Superior 3100 RCV maintenance personnel with instructions for maior eauinment and show evidence in 3. Pressure main line piping for sizes 1-112"and smaller shall be PVC Schedule 40 with 4 Etc. Etc. Etc. writing to the City of Rancho Cucamonga at the conclusion of the project that this solvent welded joints. ,S Irrigation submittal must be specific and complete. All items must by listed and service has been rendered. 4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade 1 PVC compound TTRFD��6 Gly should include solvent, primer, wire, connectors, valve, boxes, etc. No copies of E. Equipment to be Furnished: conforming to ASTM resin specification Dl 785. All pipe must meet requirements D manufacturer's literature (catalog cuts) are required as submittal information, as set forth in Federal Specification PS-21-70. � 1. Supply as a part of this contract the following tools: m 3. Equipment or materials installed or furnished without prior approval of the City of 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved conforming to Rancho Cucamonga may be rejected and the Contractor may be required to remove a. Two (2} sets of special tools required fvr removing, disassembling and ASTM test procedure D2466. �, a Date:5/: such materials from the site at his own expense. adjusting each type of sprinkler and valve supplied on this project. b. Two (2) four-foot valve keys for operation of gate valves. 6. Solvent cement and primer for PVC solvent-veld pipe abd fittings shall be of type 4. Approval of any item, alternative or substitute indicates only that the product or' C. Two (2) keys for each automatic controller. and installation methods prescribed by the manufacturer. OF CALiFOR� products apparently meet the requirements of the DraNvings and Specifications on the d. One (1) quick coupler key and matching hose swivel for every five (5) or bads cif the information or samnle.q crihmitted fraction thereof of each type of quick coupling valve installed. 7. All PVC pipe must bear the following markings: 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the 2. The above mentioned equipment shall be turned over to the City at the conclusion a. Manufacturer's name guarantee. Such warranties shall only supplement the guarantee. of the project. Before final observation can occur, evidence that the City has b. Nominal pipe size received material must be shown to the City of Rancho Cucamonga. C. Schedule or class B. RECORD DRAWINGS: d. Pressure rating in P.S.I. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING C. NSF (National Sanitation Foundation) approval TY 1. The Contractor shall provide and keep up-to-date a complete record set of blueline f. Date of extrusion DESCRIPTION of REVISION DATE APPROVED ozalid prints which shall be corrected daily,showing every change from the original A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care in handling, Drawings and Specifications and the exact installed locations, sizes, and kinds of loading' g ; pipe unloading,and storm PVC i e and fittings. All PVC pipe shall be transported in 8. All fittings shall bear the manufacturer's name or trademark, material designation, a vehicle which allows the length of pipe to lie flat so as not to subject it to under bending PP PP equipment. Prints for this purpose may be obtained from the City of Rancho size, applicable I.P.S. schedule and NSF seal of approval. CITY OF RANCHO C U CA M O N G A Cucamonga at cost. This set of drawings shall be kept on the site and shall be used or a concentrated external load at any point. Any section of pipe that has been dented or only as a record set. damaged will be discarded, and if installed, shall be replaced with new piping. C. PVC Non-Pressure Lateral Line Piping: TRACT MAP NO. 14379 2. The Contractor shall make neat and legible notations on the record drawing progress 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 with solvent-weld IRRIGATION SPECIFICATIONS sheets daily as the work proceeds, showing the work as actually installed. For joints when installed in planting areas. example, should a piece of equipment be installed in a location that does not match the plan,the Contractor must indicate that equipment has been relocated in a graphic 2. Non-pressure lateral line piping installed under paved areas shall be PVC Schedule WILSON AVE. AND ETIWAND AVE. LANDSCAPE MAINTENANCE DISTRICT manner so as to match the original symbols as indicated in the irrigation legend. The 40 with solvent welded joints. relocated equipment and dimensions will then be transferred to the original record APPROVED BY DATE �-,� , c,�► drawing plan at the proper time. 3. Pipe shall be made from NSF approved, Type 1, Grade II PVC compound CITY ENGINEER RCE: 24953 conforming to ASTM resin specification D 1784. All pipe must meet requirements set forth in Federal Specification PS-22-70 with an appropriate standard dimension DESIGN PLAN F ITI DARE a BY RE c�MME ED ratio. AOG ■ BORTIlWICK ■ GUY ■ BETTEMUSEN DRAWN LINDSCIPE IRCNITICIS • PLINNEIS S14EE1 6/ 4. Except as noted in paragraphs 1,2,and 3 of this section(2.01 B),all requirements for KWK mt DUPW DRIVE-SUITE A-MVIR ,CAIMI-TEL•iP"4T#-W4-rAx•"41n4m L-13 OF 21 CHECKED ARTHUR D. GUY III,ASLA CA.L.A.NO. 2214 DRAWING NO L DATE 2�4�00 FILE NO 1 44 `'' 4 PROJECT SHEET OF J. Control Wiring: 2. All miscellaneous irrigation equipment shall be as specified or approved equal. D. Assemblies: 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch and I. Except as noted otherwise, connections between the automatic controllers and the PART 3 -EXECUTION 1. Routing of sprinkler irrigation lines as indicated on the Drawings is diagrammatic. prove watertight. electric control valves shall be made with direct burial copper wire AWG-U.F. 600 install lines(and various assemblies)in such a manner as to conform with the details Note: Testing of pressure main lines shall occur prior to installation of the electric volt. Control wiring installed in control wire conduit within structure shall be made 3.01 OBSERVATION OF SITE CONDITIONS in the Drawings. control valves. with AWG-TW solid copper wire. Pilot wires shall be a different color wire for each automatic controller. Common wires shall be white with a different color stripe for A. All scaled dimensions are approximate. The Contractor shall check and verify all size 2. Install NO multiple assemblies in plastic lines. Provide each assembly with its own each automatic controller. Install in accordance with valve manufacturer's dimensions and receive approval from the City of Rancho Cucamonga prior to proceeding outlet. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds specifications and wire chart. In no case shall wire size be less than#14. with work under this Section. per square inch and proven watertight prior to paving. 3. Install all assemblies specified herein in accordance with respective detail. In 2. Wiring shall occupy the same trench and shall be installed along the same route as B. Exercise extreme care in excavating and working near existing utilities. The Contractor shall absence of detail drawings or Specifications pertaining to specific items required to 4. Sustain pressure lines for not less than six (6) hours. If leaks develop, replace pressure supply or lateral lines wherever possible. be responsible for damages to utilities which are caused by his operations or neglect. Check complete work, perform such work in accordance with best standard practice with joints and repeat test until entire system is proven watertight. existing utilities drawings for existing utility locations. prior approval of City of Rancho Cucamonga. 3. Where more than one(1)wire is placed in a trench,theAiring shall be taped together 5. All hydrostatic tests shall be made only in the presence of the General Contractor and at intervals of fifteen(15) feet. C. Coordinate installation of sprinkler materials including pipe,so there shall be no interference 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and moisture before the City of Rancho Cucamonga. No pipe shall be backfilled until it has been with utilities or other construction or difficulty in planting trees,shrubs,and ground covers, installation. Installation and solvent welding methods shall be as recommended by observed, tested, and approved in writing. 4. An expansion curl shall be provided within three (3) feet of each wire connection. the pipe and fitting manufacturer. 6. Furnish necessary force pump and all other test equipment. Expansion curl shall be of sufficient length at each splice connection at each electric D. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed control valve, so that in case of repair, the valve bonnet may be brought to the before starting work on the irrigation system. 5. On PVC to metal connections. the Contractor shall work the metal connections first. Teflon tape or approved equal.shall be used on all threaded PVC to PVC, and on all 7. When the irrigation system is completed,perform a coverage test in the presence of surface without disconnecting the control wires. Control wrires shall be laid Loosely threaded PVC to metal joints. Light wrench pressure is all that is required. Where the City of Rancho Cucamonga to determine if the water coverage for planting areas in trench without stress or stretching wire conductors. 3.02 PREPARATION � g p threaded PVC connections are required, use threaded PVC adapters into which the is complete and adequate. Furnish all materials and perform all work required to 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing Packs,Rainbird A. Physical layout: pipe may be solvent w=elded, correct any inadequacies of coverage due to deviations from the Drawrings,or where the system has been wrillfully installed as indicated on the Drawings when it is Snap-'file wire connectors., or approved equal. Make only one splice with each _ obviously inadequate, without bringing this to the attention of the City of Rancho connector sealing pack. 1. Prior to installation, the Contractor shall size stake out all pressure supply lines, E. Line Clearance: � Cucamonga. This test shall be accomplished before any ground cover is planted. routing and location of sprinkler heads. 6. Field splices between the automatic controller and electric control valves will not be 1. All lines shall have a minimum clearance of six (6) inches from each other and 8. Upon completion of each phase of work, the entire system shall be tested and allowed without prior approval of the City of Rancho Cucamonga. 2. All layout shall be approved by the City of Rancho Cucamonga prior to installation. twelve (12)inches from lines of other trades,with the exception of the control wire adjusted to meet site requirements. K. Automatic Controller: B. Water Supply: sleeve(s)which shall be installed adjacent to pressure supply line. Parallel lines shall not be installed directly over one another. 3.07 MAINTENANCE 1. Automatic controller(s) shall be of size and type shown on the Drawings. 1. The irrigation system shall be. connected to water supply point(s) of connection as F. Automatic Controller Assembly: A. The entire irrigation system shall be under full automatic operation for a period of seven( ) 2. Final location of automatic controller(s) shall be approved by the City of Rancho indicated on the Drawings. Install as per manufacturer's instructions. Remote control valves shall be connected to days prior to any planting. Cucamonga. 2. Connections shall be made at the approximate location(s) shown on the Drawings. controller in numerical sequence as shown on the Drawings. The Contractor is responsible for minor changes caused by actual site conditions. q g B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period. 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each G. High Voltage Wiring for Automatic Controller: 3.08 CLEAN-UP automatic controller location is to be furnished by others. The final electrical hook- C. Electrical Supply: up shall be the responsibility of the Contractor. 1. Electrical connections for any and all automatic controllers shall be made to electrical 1. 120 volt power connection to the automatic controller shall be provided by the Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed Contractor. L. Electric Control Valves: point(s) of connection as indicated on the Drawings. from the site,all walks and paving shall be bloomed or washed down,and any damage sustained on the work of others shall be repaired to its original condition. 1. All electric control valves shall be the same size and type8 shown on the Drawings. 2. Connections shall be made at the approximate location(s) shown on the Drawings. 2. All electrical work shall conform to local codes, ordinances, and union authorities The Contractor is responsible for minor changes cause by actual site conditions. having jurisdiction. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE 2. All electric control valves shall have a manual flow adjustment. H. Remote Control Valves: A. The Contractor shall overate each system in its entiretv for the Citv of Rancho Cucamonga 3.03 INSTALLATION at time of final observation. Any items deemed not acceptable by the City of Rancho 3. Provide and install one control valve box for each electric control valve. 1. Install where shown on the Drawings. Where grouped together,allow at least twelve A. Trenching: (12) inches between adjacent valve boxes. Install each remote control valve in a Cucamonga shall be reworked to the complete satisfaction of the City of Rancho M. Control Valve Boxes: Cucamonga. separate valve box. 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe B. The Contractor shall show- evidence to the Cit of Rancho Cucamonga that the Ci has 1. Use 10" x 10-3/4" round box for all gate valves. Carson Industries #910-12B with to an even grade. Trenching excavation shall follow layout indicated on the I. Flushing of System: y g City green bolt-down cover or approved equal. Extension sleeve shall be PVC with received all accessories,charts,record drawings,and equipment as required before final site minimum size of six (6) inches. Drawings and as noted. 1. After all new sprinkler pipe lines and risers are in place and connected,all necessary observation can occur. 2. Use 9-1/2" x 16" x 11" rectangular box for atl electric control valves. Carson 2. Provide for a minimum of twenty-four (24) inches cover for all irrigation lines control viversion alvehas s beecompleted, and full head of waterusedon to f sprinkler the heads, the 3.10 SITE OBSERVATION SCHEDULE installed under paving or hardscaping. opened Industries# 1419-12B with green bolt-down cover or approved equal. 3. Provide for a minimum oftwenty-four(24)inches cover for all pressure supply lines 2. Sprinkler heads shall be installed only after flushing of the system has been A. The Contractor shall responsible for notifying the City of Rancho Cucamonga in advance 3. Use 6" diameter x 8-3/4" deep round plastic valve box for all quick coupling valves. of three (3) inches or larger in diameter. accomplished to the complete satisfaction of the city of Rancho Cucamonga. for the following observation meetings, according to the time indicated: Carson Industries# 608-12 with green flex-lock cover or approved equal. 4. Provide for a minimum of eighteen(18)inches cover for al!pressure supply lines of J. Sprinkler Heads: 1. Pre-Job Conference - 7 days 4. Use 9-1/2" x 16"x 11"rectangular box for all electric control valves installed within two and one half(2'/2") inches or smaller 2. Pressure supply line installation - 24 hours on-grade landscaped areas. Carson Industries # 1419-12B with green bolt-down 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to be cover or approved equal. 5. Provide for a minimum of twelve (12)inches for all non-pressure lines. installed in this work shall be equivalent in all respects to those itemized. 3. Lateral line and sprinkler installation- 24 hours 5. Use IO" x I0-1/4" round box for all quick coupling valves installed within on- structure landscaped areas. Carson Industries up 910-12B g valves with green ithino n- 6. Provide for a minimum cover of eighteen (18) inches for all control wiring. 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. In no cover or approved equal. case shall the spacing exceed the maximum recommended by the manufacturer. 4. Automatic controller installation - 24 hours 7. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to 5. Control wire installation - 24 hours N. Sprinkler Heads: traffic loads. 3.04 TEMPORARY REPAIRS The Ci reserves the right to make temporary repairs as necessary to keep the sprinkler system 6. Pressure supply line and lateral line testing - 48 hours 1. All sprinkler heads shall be of the same size, type, and deliver the same rate of B. Backfilling: CityPo eP ry eP Y equipment in operating condition. The exercise of this night by the City shall not relieve the precipitation with the diameter(or radius)of throw,pressure,and discharge as shown Contractor of his responsibilities under the terms of the guarantee as herein specified. 7. Coverage test - 48 hours on the Drawings and/or specified in these special provisions. 1. The trenches shall not be backfilled until all required tests are performed. Trenches shall be carefully backfilled with the excavated materials approved for backfilling, 8. Final observation - 7 days 2. Spray heads shall have a screw adjustment. consisting of earth, loam, sandy clay, sand, or other approved materials, free from 3.05 EXISTING TREES large clods of earth or stones. Backfill shall be mechanically compacted in B. When observations have been conducted other than the City of Rancho Cucamonga, show landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all possible care 3. Riser units shall be fabricated in accordance with the details shown on the drawings. to avoid injur to trees and tree roots. Excavation in areas where two 2 inch and larger roots occur evidence in writing of when and by wham these observations were made. Backfill will conform to adjacent grades without dips, sunken areas, humps or other y O S surface irregularities. shall be done by hand. All roots two (2) inches and larger in diameter, except directly in the path 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in theC. No site observations will commence without "As-Built" record drawings. The contractor of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent sprinkler body. shall not call for a site visit without "As-Built" record drawings, without completing 2. A fine granular material backfill will be initially placed on all lines. No foreign scarring or excessive drying. lkhere a ditching machine is run close to trees having roots smaller 5. All sprinkler heads of the same type shall be the same manufacturer. matter larger than one-half(/z) inch in size will be permitted in the initial backfill. than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, previously noted corrections, or without preparing the system for said visit. making clean cuts through. Roots one(1)inch and larger in diameter shall be painted with two coats O. Sleeving: 3. Flooding of trenches will be permitted only with approval of the City of Rancho of Tree Seal,or equal. Trenches adjacent to tree should be closed within twenty-four(24)hours;and Cucamonga. where this is not possible,the side of the trench adjacent to the tree shall be kept shaded with burlap 1. Sleeving under hardscape or paved areas for mainline,lateral lines or control wiring or canvas. shall be Schedule 40 P.V.C. or approved equal. 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn, planting, or other construction are necessary, the Contractor shall make all 3.06 FIELD QUALITY CONTROL P. Vandal Resistant Controller Enclosure: required adjustments without cost to the City. A. Adjustment of the System: 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and C. Trenching and Backfill Under Paving: DESCRIPTION of REVISION DATE CARO APPROVED 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance Irrigation Detail sheet. 1. Trenches located under areas where paving, asphaltic concrete, or concrete will be and to prevent overspray onto walks,roadways, and buildings as much as possible. 2. A backboard shall be secured to the controller enclosure housing to provide a base installed,shall be backfilled with sand(a laver four(4)inches below the pipe and six CITY OF RANCHO C U CA M O N G A for mounting the automatic sprinkler controller and terminal strip. (6)inches above the pipe)and compacted in layers to 95%compaction,using manual 2. If it is determined that adjustments in the irrigation equipment will provide proper and more adequate coverage, the Contractor shall make such adjustments prior to or mechanical tamping devices. Trenches for piping shall be compacted to equal the TRACT MAP NO. 14379 action of the existing adjacent undisturbed soil and shalt be left in a firm planting. Adjustments may also include changes in nozzle sizes and degrees of arc 3. A 117 volt duplex box shall be provided with an On/Off switch, and a 117 volt compaction 1` receptacle. Metal conduit shall run from the 117 volt supply to the controller unyielding condition. All trenches shall be left flush with the adjoining grade. The as required. IRRIGATION SPECIFICATIONS housing. All power within the housing shall be properly phased. Contractor shall set in place,cap and pressure test all piping under paving prior to the paving work. 3. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten 4. A terminal strip shall be provided,clearly indicating the proper points of connection (10) days after notification by the City. WILSON AVE. AND ETIWANDA AVE. 2. General) piping under existing walks is dune b jacking, boring, or hydraulic LANDSCAPE MAINTENANCE DISTRICT of all appropriate wiring (station valves, master valve, common, central control). y, p P g g y g Y 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise driving,but where any cutting or breaking of sidewalks and/or concrete is necessary, designated on the Drawings. �EEREO ( APPROVE D BY DAl E ✓ 4 Q. Miscellaneous Irrigation Equipment: it shall be done and replaced by the Contractor as a part of the Contract cost. O� p CITY ENGINEER r. RCE 24963 Permission to cut or break sidewalks and/or concrete shall be obtained from the City 1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation of Rancho Cucamonga. No hydraulic driving will be permitted under concrete 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so that / DESIGN PLAN PPE PARED BY RE Comm DE equipment. paving. each lateral operates at design pressure. °D ADG ■ $ORT 4�W I C K ■ GUY ■ B E T T E N P A U S E N O B. Testing of Irrigation System: 6.9' • DRAWN LINDS(IPE IR(W[CIS • PLINNERS SHE I , 3. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to N Exp.Date 5311100 KVVFC m:DUPONT DRIVE•sur>E A•IRYME,CA riot:-TEL pnI 476-Ml•Fuc•p+ll 4764io7 L-14 of 21 traffic loads. 1. The Contractor shall request the presence of the City of Rancho Cucamonga in J} C, writing at least 48 hours in advance of testing. 'f� No. 1��! cRLCKr D ARTHUR D. GUY III, ASLA CA.L.A.No. 2214 DRAINING NO Of CAL14/2/99 I 7 S�` DATE FILE NO PROJECT SHEET OF W � U z ZWZ Z) Q 34 ° F m Q � Cr 0 15' EASEMENT DEDICATED TO THE CUCAMONGA COUNTY 27 28 29 30 31 32 33 WATER DISTRICT ' 96.6 94.0 93.0 93.0 91.9 91.4 91.2 W 1 LU 1 � 1 1 1 ? 1 -1 S-2 -1 S-7 -1 -1 S-2 -1 S-4N 1 S-2 U 1 7 1 17 9 9 5 12'STORM DRAIN EASEMENT 1 7 1 DEDICATED TO THE CITY - 1 _. -IV OF RANCHO J 7 r :' . r •r +S r r 1 L J_r _ - - - - - -- - - CUCAMONGA 1 r FJ1 L i 0i r .•r l '.G. i- .� .J� _ 1 II s I r YT r t� I 1 -4 A IN1 4 1 EXIST.CURB&GUTTER- _ - FIRE HYDRANT,TYP. 1 LANDSCAPE EASEMENT WILSON AVENUE S-1 S-1 S-1 LANDSCAPE EASEMENT S 7 S_2 S-4 S-7 1 DRIVE T- DEDICATED TO THE CITY STORM DRAIN PER CIVIL DEDICATED TO THE CITY S-3 S-3 S-1 1 OF RANCHO CUCAMONGA 3 47 1 ENGINEER'S PLANS,TYP. ; APPROACH ' OF RANCHO CUCAMONGA 1 W 1 2 7 - - - - - - - - - - - - - - - - - - - - - ------------- - - - - - - - - - - - - - - - - - - - EXIST. C/L - 1 ^.- .h x x __'�•' C x V J �( h Y - _ X X) / LL 10 �. r, X 1. X Y. 1 .t � x X k - - x c - - s T.. Y. X 'S X x x 4 % ��J.. xX 10 •! (, ^ ,:'`. i-h 1 _ X . xx x" �n y.. , , 1 C - _ - - s. .. To-u..>♦<..a 1.. 2�x.-dy..u,-tr.h_..�.•-,�..4�.. .._. - ___ _ _ _ '_'_ _ '_-_'v_ _ \• `\ ' 11F- PLANT MEDIAN EES A MIN. OF 1� ' S-1 S-3 S-1 S-1 S-3 20' O.C. TYP. S-1 S-3 FROM EDGE O ARDSCAPE,TYP. IJ S-3 S-1 S-1 S-3 S-1 S-8 1 7 1 7 S-1 7 5 9 7 1 1 PLANT LEGEND NOTE: PLANT QUANTITIES PER THIS SHEET 1 SHRUB LEGEND VINE LEGEND $YM BOTANICAL NAME COMMON NAMMMME12E SPACING QUANTITY COMMENTS SMI BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY SQMMENTTS PARTHENOSISIS TRiCUSPIDATA BOSTON IVY 1 GAL 15' O.C. 38 x BERBERIS THUNBERGII CRIMSON BARBERRY 5 GAL 30" 0.C. 745 XERISCAPE ASSESSMENT SYSTEM SUMMARY: POINTS CLAIMED S-1 'CRIMSON PYGMY' S-2 ® JUNIPERIS CHINENSIS SEA GREEN JUNIPER 5 GAL 5' 0.C. 100 PLANT SYMBOL LEGEND: 1. WATER CONSERVING PLANTS(20) (20) SEA GREEN' PLANTING NOTES 3. PLANTS GROUPED BY WATERING NEEDS(10) (10) JUNIPERIS CHINENSIS ' SAN JOSE JUNIPER 5 GAL 6' O.C. 64 SHRUB SYMBOL# 4. HARDSCAPE(NON-IRRIGATED SURFACES)(10) (10) S-3 SAN JOSE' 1. CONTRACTORSHALLNOTIFYTHECITYANDLANDSCAPEARCHITECTOFSITE APPROVED BY THE CITY. 5. PERMEABLE PAVING (5) CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND (0) SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. 6. LOW-WATER TURF VARIETIES (5) (0) AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS FINAL SOIL AMENDIv1F.N"i'IYPF.SANDQUANTITIF.SSHALLBEBASEDONSOIL SHRUB TM 7. MULCH PROVIDED IN NON GROUNDCOVER AREAS(5) (5) LANTANA HITS' IDENSIS DWARF WHITE LANTANA 5 GAL 4 O.C. 73 TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTILTHE REQUIRED BQ S-4 DWARF WHITE' WHICH ARE NOTINSTALLF:DPCRPLANANDSPECIPICATION FSTOILAMENDMENTS6"INTOTHESOILATTHEREQUIREDRATESPER 00 SQ. 8. SOIL AMENDMENTS (5) (5) 2. CONTRACTOR Sl IALL FOLLOW TI IEDETAILS AND SPECIFICATIONS FOR SOIL ® PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL 4 CY.NITROGEN STABILIZED SAWDUST LANTANA MONTEVIDENSIS SUNBURST LANTANA 5 GAL 6 O.C. 0 S-5 'SUNBURST' REQUIREMENTS. 120 IHS GYPSUM 70 TOTAL 3. CONTRACTOR SIIALL FAMILIARIZE IIIMSELFAIERSELF WITH ALL 125 IBS CiRO•PON'ER PLUS 60 MINIMUM REQ'D. LEPTOSPERMUM SCOPARIUM NEW ZEALAND TEA TREE 5 GAL 4 DIAMETER 56 UNDERGROUNDUTILITIL''S,PIPITS.S'IRUCTURES,E1C.,AND SHALL TAKE SOLE 11. LANDSCAPE AREAS SIIALL RECEIVE 4"OF WOODCHIP MULCIr UNDER ALL S-6 O RESPONSIBILITY FORTHEREPAIRJRFPLACFMEN"r,ATN000STTOTHE CITY, TREES AND SHRUBS,AND BLEND INI`O EDGES AT GROUNDCOVER AREAS, 'RUBY GLOW' r . , r ." 7-7 , ANY DA-MAGE OF SAID UNDGRGOUND FACILITIES. PURSUANT TO CITY STANDARDS AND Df:"rAfl S HEREON. GRADING / OPERATIONS SHALT_ ACCOMMODATE THE MULCH CONTRACTOR SIIALL �SSERED 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION SUBMIT A SAMPLE FOR THE.CITY'S APPROVAL, PRIOR TO PURCHASE AND LL. MYOPORUM PARVIFOLIUM PUTAH CREEK MYOPORUM 5 GAL 8' 0.C. 54 PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM. S-7 wlTl{ THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN � Q PUTAH CREEK' COMPLE'TE'D, FINAL GRADES HAVE BEEN ESTABLISHED, TIIE PLANTING N �� INTRAVAIA SAND AND GRAVEL AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND UPLAND,CA NANDINA DOMESTICA DWARF HEAVENLY BAMBOO 5 GAL 2' 0.C. 0 THE WORK APPROVED BY THE CITY. (909)982-6713 m S-8 'NANA' S. ALL PLANT MATERIALS SIIALL BC APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARC HITECTPRIOR 1*01NSTALLATION. FINALLOCATIONOF }•O• r ALL PLANT MATERIAL SHALT. BE SUBJECT TO APPROVAL BY A / ExD.Date 5x31/00 S-9 O PENNISETUM SETACEUM PURPLE FOUNTAIN GRASS 5 GAL. 4' DIAMETER 18 REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. e1' CUPREUM' * !/C 016. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACENIENT OF NO. ANY DAMAGED LANDSCAPE AREAS BEYOND TIIE LIMIT OF WORK,THAT IS PHORMIUM TENAX DWARF NEW ZEALAND FLAX 5 GAL S O.C. 0 A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- / 0 CAlIF4��p S-1 o O 'TINY TIM' CONTRACTOR. REPLACEMENT ITEMS SHALL BF EXACT DUPLICATE. OF �r� v~ CITY ORIGINAL WORK OR PLANTS,UNLF"SS OTHERWISE APPROVED BY THE CITY. Pte• \ `� P DESCRIPTION OF REVISION DATE PPROVED: S-11 '.`.'.`�'. SALVIA GREGII AUTUMN SAGE 5 GAL 4' O.C. 116 7. QUANTITIES SHOWN ON TIIE LEGEND ARE FOR FS"rIMAT•F PURPOSES ONLY. � oP \\� -RED FLOWERING- FINALQUANTITIESFOILPLANI'MATLRIALSINSTAI,LEDSIIALI.BEGOVERNED 0 'J BY Till.INDICATED PLANT SPACING REQUIRED. / �� . CITY OF RANCHO CUCAMONGA S-12 TRACHELOSPERMUM JASMINOIDES STAR JASMINE 5 GAL 2' O.C. 0 8. WFIENEVERSIIRUBIGROUNDCOVERAREAS ARE ADJACENT TOTURF AREAS / �a OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, ACOTEH ADE RIS REQUIRED,PURSUANT 10 CITY STANDARDS /• TRACT MAP NO. 14379 AND LS TIE S-13O WESTRINGIA 'WYNABBIE GEM' AUSTRALIAN ROSEMARY 5 GAL 4' O.C. 0 9. CLEAN-UP SIIALL TAKE PLACE ON A DAILY BASIS UNLESS OTIiERWTSE _ 0 1"=20'-0, I ❑ _ _ ❑ PLANTING PLAN TREE LEGEND STREET TREES , ! t WILSON AVE. AND ETIWANDA AVE. 1_� L LANDSCAPE MAINTENANCE DISTRICT SYM BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY COMMENDSBAHAMA C _- - -ALL STREET TREES ARE 10 8E PLANTED IN ACCORDANCE WITH THE CITY APPROVED BY • LL STANDARD PLANS AND DETAILS. � , -_ > ,� - � - -- SEE: SHEE� 2 FOR CONSTRUCTION PLAN DATE CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL. 20' O.C. MIN. 13 MULTI -PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC SOILS _ SEE SHEET 7 FOR IRRIGATION PLAN CITY ENGINEER RCE: ?Agii PINUS CANARIENSIS CANARY ISLAND PINE 15 GAL. 25' O.C. MIN. 6 REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR.ANY UNUSUALy DESIGN PLAN PRE FARED BY RECOMr NDE TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL --�- - _� � 0 BQRTI�IA��CK 5 GUY ■ BETTENNAUSEN 13 PYRUS CALLERYANA ' BRADFORD' BRADFORD PEAR 15 GAL. 20' 0.C. MIN. 24 AMENDMENTS DETERMINED BY THE CITY INSPECTOR. ADG mpm -ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY Gross Landscape Area (this sht.)= 16,262 s.f. LANDSCAPE WNITECTS • PLINIIIIS PLATANUS RACEMOSA CALIFORNIA SYCAMORE 36" BOX 35'0.0 MIN. 0 MULTI THE ENGINEERING DIVISION. Non-factored 4' Sidewalk Area= 2,448 s.f. W2D PORTDRME 31-Ill K.CAnet:,1 L*fWCM-WI-W,Mel4m4M SHEET KEY Additional Hardscape Area (2's,w.)= 1,028 s.f. KZK L-15 OF 21 O SOPHORA JAPONICA JAPANESE PAGODA TREE 15 GAL. 30' O.C. MIN. 0 (Cobble)= 5,496 s.f. ARTHUR D.GUY III,ASLA 2214 Hardscape (net)to Landscape Area= 40% CHECKED R.L.A.NO DRAWING 7� DATE 9/4jun FILE NO C1 .7 7 PHOJECI SHEET OF MATCHLINE SEE SHEET 17 PLANT LEGEND NOTE: PLANT QUANTITIES PER THIS SHEET _ \_ _ _ _.�.• ,_ . , - . - _., _ _ _ , _. . ._ _ . ._ _. SHRUB LEGEND S-1 23 SYM BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY COMMENTS o x 2 LANDSCAPE EASEMENTS-1 BERBERIS THUNBERGII CRIMSON BARBERRY 5 GAL 30" 0.C. 314 DEDICATED TO THE CITY CRIMSON PYGMY OF RANCHOCUC,ANXX" + 4- S_2 ® JUNIPERIS CHINENSIS SEA GREEN JUNIPER 5 GAL 5' O.C. 17 S-4 'SEA GREEN' -4 + S-3 � JUNIPERIS CHINENSIS' SAN JOSE JUNIPER 5 GAL 6' O.C. 9 + 'SAN JOSE' 1 � • S-4 ' LANTANA MONTEVIDENSIS DWARF WHITE LANTANA 5 GAL 4' O.C. 92 r _1 T — 'DWARF WHITE' . \ 4 S-5 ® LANTANA MONTEVIDENSIS SUNBURST LANTANA 5 GAL 6' O.C. 4 A ti 'SUNBURST' r S-6 Q LEPTOSPERMUM SCOPARIUM NEW ZEALAND TEA TREE 5 GAL 4' DIAMETER 17 J 'RUBY GLOW TRACT , -1 T S_7 L1 I I I I I MYOPORUM PARVIFOLIUM PUTAH CREEK MYOPORUM 5 GAL 8' O.C. 8 'PUTAH CREEK' i438o r ```f NANDINA DOMESTICA DWARF HEAVENLY BAMBOO 5 GAL 2' O.C. 81 S-4 S-8 'NANA' \ 4 S-9 Q PENNISETUM SETACEUM PURPLE FOUNTAIN GRASS 5 GAL. * DIAMETER 19 r \ 'CUPREUM' / f / 1 '1V S-10 S-10 PHORMIUM TENAX DWARF NEW ZEALAND FLAX 5 GAL 3' O.C. 18 J\/\, TINY TIM' 1 1 S-11 .. . . . . SALVIA GREGII AUTUMN SAGE 5 GAL 4' O.C. 111 , -RED FLOWERING- S-12 TRACHELOSPERMUM JASMINOIDES STAR JASMINE 5 GAL 2' O.C. 119 S-4 S-13 O WESTRINGIA'WYNABBIE GEM' AUSTRALIAN ROSEMARY 5 GAL 4' O.C. 28 � 6 TREE LEGEND SYM013 TANICAL NAME COMMON NAME SIZE SPACING QUANTITY COMMENTS CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL. 20' O.C. MIN. 12 MULTI ' 2 ° BAHAMA COURT ■ PINUS CANARIENSIS CANARY ISLAND PINE 15 GAL. 25' O.C. MIN. 5 S-7 T+ O PYRUS CALLERYANA ' BRADFORD' BRADFORD PEAR 15 GAL. 20' O.C. MIN. 4 + B PLATANUS RACEMOSA CALIFORNIA SYCAMORE 36" BOX 35' O.0 MIN. 1 MULTI \` 0 SOPHORA JAPONICA JAPANESE PAGODA TREE 15 GAL. 30' O.C. MIN. 0 / s-1 VINE LEGEND y \ W � M@OTANICAL NAME COMMON NAME SIZE SPACING QUANTITY COMMENTS z � \ _ _ _ _ A PARTHENOSISIS TRICUSPIDATA BOSTON IVY 1 GAL 160.C. 32 W , / > \ , Q , Q 0 � \ z \ * Q -1 3 011 + F- 11 1 W \ / f / S-1 59 -1 + 4 25 26 + + 4. 98.8 97.6 " + STORM DRAIN PER CIVIL 1 `� -1 11 2'TOP OF 17 11 ENGINEER'S PLANS,TYP. S 5 /`.�. . SLOPE BENCH 1 1- + - \ \ 511RED o / , \ i� �• ^', 000 ` �p Q ::� ,ver� :.y' ;:.; :. :.;::'•, ;i•i' �' �` �� *(/ ,Y h, "A DESCRIPTION OF REVISION DATE APPROVED. _ aoP Exp.Data:5�31r00 6-4 S-1 °��� / *,, %. on L CITY OF RANCHO CUCAMONGA 4 4 1 �F CAl1FOR� S-8 WILSON AVENUE S-3 TRACT MAP NO. 14379 — _ EXIST. C/L x PLANTING PLAN _ - e h W ' Q - WILSON AVE. AND ETIWANDA AVE. - \. , > ::. _ } l� - LANDSCAPE MAINTENANCE DISTRICT J \ '+�ti.:�:-••}�f•v^•_. J\N+f�...l• W BAHAM �A - _ _ (n -- APPROVED BY: DATE: W ' "� ' µ� 1"=20'-0" CITY ENGINEER RCE: 24953 040 ao PLANT MEDIAN TREES A MIN.OF ZI ❑ "` 1:1DESIGN PLAN f'F�E_ A�iE L BY RE(,OMME NLA L) 3'FROM EDGE OF HARDSCAPE,TYP. = SEE SHEET 3 FOR CONSTRUCTION PLAN S-3 S-1 O SEE SHEET 8 FOR IRRIGATION PLAN - - f — ---- _ ,_ AM ■ BORTNWICK ■ BUY ■ BETTMAUSEN 13 20' O.C. TYP. F— I �— — DRAWN LINDSCAIE IRCNITECIS . PLANNEIS "FIE[ . 0 Q Gross Landscape Area (this sht.)= 10,135 s.f. Z,:D,�,,onne. •Umrt cnnr�:. P+N 4ee+$.ratx M+f 4?e srm Non-factored 4' Sidewalk Area= 2,324 s.f. KWK SHEET KEY Additional Hardscape Area (2' s.w.)= 930 s.f. L-16 21 cH��kEL ARTHUR D. GUY III, ASLA 2214 DRnwwr NO(Cobble)= 3,185 s.f. R.L.A. NO % Hardscape (net)to Landscape Area= 40% DATE 2/4/00 FILE NO Sy- PHOJECI SHEE1 OF PLANT LEGEND NOTE: PLANT QUANTITIES PER THIS SHEET , M BOTANICAL NAME COMMON NAME SZE SPACING QUANTITY COMMEm BERBERIS THUNBERGII CRIMSON BARBERRY 5 GAL 30" O.C. 282 S-1 'CRIMSON PYGMY' i °X00 S-2 JUNIPERIS CHINENSIS SEA GREEN JUNIPER 5 GAL 5' O.C. 78 % v ` \ ® 'SEA GREEN' \` S-3 JUNIPERIS CHINENSIS ' SAN JOSE JUNIPER 5 GAL 6'O.C. 9 'SAN JOSE' % \� / \�\ S•4LANTANA MONTEVIDENSIS DWARF WHITE LANTANA 5 GAL 4' O.C. 41 / S_ ` \\. ® 'DWARF WHITE' S-5 ® LANTANA MONTEVIDENSIS SUNBURST LANTANA 5 GAL 6' O.C. 0 + + SUNBURST' / + + S-6 O LEPTOSPERMUM SCOPARIUM NEW ZEALAND TEA TREE 5 GAL 4' DIAMETER 44 T RUBY GLOW TRACT 4 S_7 MYOPORUM PARVIFOLIUM PUTAH CREEK MYOPORUM 5 GAL 8' O.C. 25 14380 G`JJ / 5 �N LLL PUTAH CREEK' S_8 NANDINA DOMESTICA DWARF HEAVENLY BAMBOO 5 GAL O.C. 0 2 Q� Oli \ NANA � `\\ F / S's Q PENNISETUM SETACEUM PURPLE FOUNTAIN GRASS 5 GAL. 4' DIAMETER 20 �� %/ S- + + CUPREUM' 5-10 O PHORMIUM TENAX DWARF NEW ZEALAND FLAX 5 GAL 3' +O.C. 0 % S— � \ TINY TIM' / 7 , + -1 �/ `\ S-11 SALVIA GREGII AUTUMN SAGE 5 GAL 4' O.C. 53 % S + -RED FLOWERING- % / + + \ S-12 TRACHELOSPERMUM JASMINOIDES STAR JASMINE 5 GAL 2' O.C. 144 / + 30.0 \ / + S-13 O WESTRINGIA 'WYNABBIE GEM' AUSTRALIAN ROSEMARY 5 GAL 4' O.C. 62 / + oo TREE LEGEND -' 4 10 BIUM >30TANICAL NAME COMMON NAME �E SPACING QUANTITY StQedME� S % CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL. 20' O.C. MIN. 14 MULTIS_2 j S-1 A ■ PINUS CANARIENSIS CANARY ISLAND PINE 15 GAL. 25' O.C. MIN. 8 % % 1 O PYRUS CALLERYANA' BRADFORD' BRADFORD PEAR 15 GAL, 20' O.C. MIN. 0 B PLATANUS RACEMOSA CALIFORNIA SYCAMORE 36" BOX 35'O.0 MIN. 0 MULTI % + + % + 27.0 0 SOPHORA JAPONICA JAPANESE PAGODA TREE 15 GAL. 30' O.C. MIN. 1 / + r F , S— . . F rFr r ` VINE LEGEND 9 r SYS BOTANICALMARE COMMON NAME =E SPACING QUANTITY • PARTHENOSISIS TRICUSPIDATA BOSTON IVY 1 GAL 15' O.C. 33 A + + % + + + 20 i i + r r r r r F r F % + ' 21kt r r � S-1 9 S- 13.0 A- + —2 � 1 D i _ + 22 IRED / + PAD = 12.6 / �� D ` FF= 13,1 / O y� DESCRIPTION OF REVISION DATE CITY APPROVED: Exp. Da 5/31100 CITY OF RANCHO CUCAMONGA �4, _ SEE SHEET 4 FOR CONSTRUCTION PLAN 14LS—1 + 'f ./ `` / SEE SHEET 9 FOR IRRIGATION PLAN �� QF fIIIF °�! TRACT MAP NO. 14379 � , + i Q PLANTING PLAN � + --.,v .._. . .a.�.. .._ � - � , f WIL� � � _ SON AVE. AND ETIWANDA AVE. / LANDSCAPE MAINTENANCE DISTRICT BA"AMA - 1"=20'-0" APPROVED BY: DATE: / 20 40 ❑ CITY ENGINEER RCE: 24953 ■ ' I -.. !" DESIGN PLAN PkE f ARE D B. - v -- _ LU AN ) D -- --- -- _- - - ---- _= AVS ADC' ■ BORTNVICK ■ GUY ■ BCTT�NNAUSEN 0 AT HLINE SEE SHEET 16 - Gross Landscape Area (this sht.)= 10,663 s.f. - LANDSCAPE 1 R C H I i f(i S • PLANNERS 23 Non-factored 4' Sidewalk Area= 2,532 s.f. DRAWNSHEET Additional Hardscape Area (2's.w.)= 1,004 s.f. KWK VII DUPOM,ONE-SUM A'MM, CAIMI 'M00"1-"i-FAX 470-IM L-17 OF 21 SHEET" KEY (Cobble)= 3,306 s.f. % Hardscape (net) to Landscape Area= 40% CHECKED ARTHUR D.GUY III,ASLA R.L.A.NO 2214 DRAWING s"° DATE 2/4/00 polo FILE NO 1 + y PROJECT SHEET _ OF __ CONCRETE MOV CURB PLANT LEGEND NOTE: PLANT QUANTITIES PER THIS SHEET LIMIT OF WORK SHRUB LEGEND S-3 1 GYM BOTANICAL NAME + QQMMON NAME $1ZE $PACM QUANTITY COMMINL& / 4 ' + 1 + 1 BERBERIS THUNBERGII CRIMSON BARBERRY 5 GAL 30"O.C. 272 / S-4 + + ; S-1 'CRIMSON PYGMY' / MATCHLINE SEE LEFT 6 + + - -1 JUNIPERIS CHINENSIS SEA GREEN JUNIPER 5 GAL 5' O.C. 16 % 1 S-2 'SEA GREEN' / 1 1 S-3 � JUNIPERIS CHINENSIS ' SAN JOSE JUNIPER 5 GAL 6' O.C. 63 1 'SAN JOSE' STORM DRAIN PER CIVIL / 1 ENGINEER'S PLANS,TYP. / �� ; S-4 LANTANA MONTEVIDENSIS DWARF WHITE LANTANA 5 GAL 4'0.C. 102 'DWARF WHITE' S-5 LANTANA MONTEVIDENSIS SUNBURST LANTANA 5 GAL V O.C. 0 SEE CIVIL ENGINEER'S PLANS FOR ® 'SUNBURST' GRADING INFORMATION IN THIS AREA AND TRAIL CONSTRUCTION S-6 O LEPTOSPERMUM SCOPARIUM NEW ZEALAND TEA TREE 5 GAL 4' DIAMETER 36 TO THE SOUTH + J 'RUBY GLOW' S-4 ,',',' � ; j W � S_7 ® MYOPORUM PARVIFOLIUM PUTAH CREEK MYOPORUM 5 GAL 8' 0.C. 9 + 'PUTAH CREEK' r 1 r`f Z 1 / + z NANDINA DOMESTICA DWARF HEAVENLY BAMBOO 5 GAL 2' 0.C. 0 W S-8 'NANA' / + 1 / S-9 O PENNISETUM SETACEUM PURPLE FOUNTAIN GRASS 5 GAL. 4' DIAMETER 13 % + + % p 'CUPREUM' % + EQUESTRIAN FENCE / + S-10 0 PHORMIUM TENAX DWARF NEW ZEALAND FLAX 5 GAL 3' 0.C. 0 S-4 / 'TINY TIM' 3 / TRACT BOUNDARY / S-11 SALVIA GREGII AUTUMN SAGE 5 GAL 4' 0.C. 61 1 / + -RED FLOWERING- rY ,. \ 5 S 1 S-12 V TRACHELOSPERMUM JASMINOIDES STAR JASMINE 5 GAL 2' 0.C. 0 ` 0 0 1 / S-13 O WESTRINGIA 'WYNABBIE GEM' AUSTRALIAN ROSEMARY 5 GAL 4' 0.C. 58 F. MATCHLINE SEE RIGHT / TREE LEGEND � 5 / C � BOTANICAL NAME QQMMON NAME 5m $PACING QUANTITY COM�IIENTS / S-2 J 16 CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL. 20' 0.C. MIN. 11 MULTI � A 7 / 36.8 ■ PINUS CANARIENSIS CANARY ISLAND PINE 15 GAL. 25' O.C. MIN. 6 LANDSCAPE EASEMENT + p PYRUS CALLERYANA' BRADFORD' BRADFORD PEAR 15 GAL, 20' 0.0 MIN. 0 /DEDICATED TO THE CITY / + OF RANCHO CUCAMONGA PLATANUS RACEMOSA CALIFORNIA SYCAMORE 36" BOX 35' 0.0 MIN. 0 MULTI / S-4 j p SOPHORA JAPONICA JAPANESE PAGODA TREE 15 GAL. 30' 0.C. MIN. 4 % 6 + / + S-4 / 17 VINE LEGEND / GYM BOTANICAL NAME COMMQN NAME SPACING QUANTITY COMMENM % ♦ PARTHENOSISIS TRICUSPIDATA BOSTON IVY 1 GAL 160.C. 27 / / TRACT . / ' % o 14380 A i i % S- % 6 PP 6 s- �� 34.5 STORM DRAIN PER CIVIL % ENGINEER'S PLANS,TYP. % % S- / 2 SEE SHEET 5 FOR CONSTRUCTION PLAN / SEE SHEET 10 FOR IRRIGATION PLAN p�6�$SERED r r ♦ / p y DESCRIPTION OF REVISION DATE CITY APPROVED: j S-3 % 7j31.0-;, -;� , ,`,\, ,' Exp.Date 5/31/00 (� CITY OF RANCHO CUCAMONGA TRACT MAP NO. 14379 + i ! PLANTING PLAN S0 3 9 % - 1 r WILSON AVE. AND ETIWANDA AVE. LANDSCAPE SCAPE MAINTENANCE DISTRICT 31.2 BAHAMA , — — - APPROVED BY: DATE: CITY ENGINEER RCE: 24953 111=20'-0" 0 20 40 DESIGN PLAN PREPARED BY HEC'OMNIFNDED " �^A�` '� ■ 60RTUWICK ■ GUY ■ BETTCNIIAUSCN r� \ Gross Landscape Area (this sht.)= 10,400 s.f. DRAWN LANDSCAPE ARCHITECTS • PLANNERS SHE EI Non-factored 4' Sidewalk Area= 2,769 s.f. maourarroanE,wITE� Mvr aana �IwR4ieenI.rix peN�n rrcr Additional Hardscape Area (2's.w.)= 1,202 s.f. KWK L-18 OF 21 ` SHEET KEY (Cobble)= 2,913 s.f. CHECKED ARTHUR D.GUY III,ASLA 2214 \\\\\\ % Hardscape (net) to Landscape Area= 40`� 2/4/00 R.L.A.NO DHawiN O DATE FILE NO _1954- L PROJECT SHEET __ OF N NOTES: 1.REMOVE NURSERY STAKES 2.STAKES TO BE PLUMB AND LOOP HOSES TRUNK W E PARALLEL. 1"GREATER (TYP.) 3.STAKE TREE PERPENDICULAR � � THAN DIAMETER � J� TO PREVAILING WIND. S \ STORM DRAINIUNDERGROUND (/�,/ UTILITIES BCR N �Q5 TYING PLAN QP W E z SIDEWALK w v J I UTILITY S L TOP TIE TO BE PLACED AS AT POIINEW NTTBOF CONNECTION.ER aRE * TOP TIE TO BE PLACED AS LOW TOP OF STAKES BELOW HEAD U LOW AS POSSIBLE ON THE i oAS POSSIBLE ON F TRUNK OF TREE WHERE SPECIES GROWTH _ TRUNK TO ALLOW FOR WIND TOP OF STAKES BELOW _ ALLOW FOR WIND FLEXING OF THE TREE. Q _-. FLEXING OF THE TREE BUT EQUALLY AROUND D TREECED HABIT PERMITS CURB AND GUTTE NOT SO LOW AS TO LOSE BUT NOT SO LOW A5 TO LOSE SUPPORT (� 10' 5 I HEAD OF TREE WHERE COVER WITH 3J4"DIA.X 3' OR ALLOW THE HEAD TO DROP. MAIN TRUNK * * MI VI SUPPORT OR ALLOW w SPECIES GROWTH HABIT PERMITS. CLASS 200 WHITE PVC PIPE. THE HEAD TO DROP. ¢ MAIN TRUNK TOP OF ROOTBALL TO w EXTEND 2"ABOVE SPACED 24"APART ATTACH WITH(21 SETS OF CINCH TIES a (2)SETS OF CINCH TIES SPACED 24' FINISH GRADE > APART,ATTACH WITH GALVANIZED "ARBOR GARD"OR EQUAL IN GALVANIZED SCREWS TO 3" 4% oft SCREWS TO 8'LODGE POLES. TURF AREAS. LODGE POLES TURNBUCKLE(TVP.) 12"MAXIMUM W2'DIA.LODGE POLE PINE STAKES Z 12'MAX. WITH WOOD PRESERVATIVE STAIN, TURF TO COMPACTED 3"BERM T DIA.LODGE POLE PINE STAKES SIDEWALK —� DRIVE A MINIMUM OF 6"INTO TO FORM WATERING BASIN FOR TOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN, A I 0 UNDISTURBED SOIL AND LLIAL AND GROUND T ABOVE FINISH GRADE DRIVE A MIN.OF 6" O UN- R-i0 DRIVE S•LSTAKES OUTSIDE ROOT BALL. RESIDENTIAL DBEDSILAND POSITION APPROACH 4"WOOD CHIP DTKSROOTBALL 0 ORIGINAL GRADE --- --- Y ARBOR GUARD IN TURF AREAS AND aF MULCH N PLANTER. 3"BERM TIGHTLY COMPACTED FRONT YARDS. IN PLACE TO U AN UTT m = BASIN. OCATTEEDROUTSIDEIOF —III= PLANT PIT. MI MIN. 5 10 10X , ,- _ - _ ,Tr- rT �i . :,�_. - _ I 1=1 I 1=) 5' TOP OF ROOTBALL TO EXTEND 2' * ABOVE FINISH GRADE. `�; UNDERGROUND TIGHTLY COMPACTED 3"BERM TO FORM =—III--�11 -I I— -=�I STRUCTURE eg. WATERING BASIN FOR RESIDENTIAL AND II 1 ��II�l� I II II IIS I i I I I I I I I I III= CATCH BASIN GROUND COVER INSTALLATIONS.LOCATE SLI I=III =III— SOILS REPORT: TRANSFORMER VAULT. OUTSIDE OF PLANT PIT.BERMS IN TURF ROOT BALL III AREAS TO BE REMOVED PRIOR TO CITY I I- 11=1 I NATIVE BACKFILL WITH _— ACCEPTANCE. I-I I NO ROCKS GREATER NOTES: --- I `� L=1 I THAN 3' DIAMETER =I I =I I = AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC SOILS * NATIVE BACKFILL WITH = —I I ROOT BALL 11 I=I 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER NO ROCKS GREATER I I—III- I C=I 1=1 I 1=)ISI I—I I( 11=111= -/ 1=1 I I �I =III= REPORT SHALL BE PREPARED BY THE OWNER AND FURNISHED TO THE 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT -- -- — THAN 3°DIAMETER. I=1 I I- - I I -III-III- I I I =I I 1=1 I I-_I I PLANT PIT TO BE(2) _ /�}, _ =1_ __-- -- _ _ _ _ _ =III /!I l� I = CRITERIA AS APPROVED BY TRAFFIC ENGINEER. -II 1 111� jj� 1-I ouc►�lu EARTH ANCI+OR TIMES THE WIDTH of — CONTRACTOR, LANDSCAPE ARCHITECT AND CITY. ALL THE =III-III, ==1 III 111= 1 F I I .I I I-- I I-III I I-1 I 1=1 I F- I (OR EQUAL)TOTAL SYSTEM THE ROOT BALL - — __ RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st i_= �-III-_--- __ _ _ _ _ -_ PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. I I - III PLANT PIT TO BE 2 -III=III=)II- III III- -III I=III=III-=I ( BY THE CONTRACTOR INTO INSTALLATION OF ALL PLANTING AREAS. 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND I I I II TIMES THE WIDTH of ROOT BALL. I—III= =-I —I I I—III—I ( — - _- THE SOIL AMENDMENTS LISTED BELOW ARE MINIMAL QUANTITIES FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY ROOT BALL UNDISTURBEDNATNESOIL. I III—II�III—III—I I I-1 I I I I �I I I—I I OWNED WATER & SEWER LATERAL LINES. ( I I-I NATIVE BACKFILL WITH NO UNDISTURBED NATIVE SO4L =III=II(=III=) =III=III=1 I I=III=III= ONLY AND SHOULD BE USED ONLY FOR BIDDING PURPOSES. REFER TO _ ROCKS GREATER THAN 3"DIA. -III—III I I �) I I—III I 1 I-1 I I I —I I —I I PART 3 - SOIL PREPARATION AND ROUGH GRADING OF THE PLANTING 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. I —_. - -- I I 1 =I I I=1 11—1 1-11 III= 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE I=III-=I�1=I I = III-=11 I ISI—I I NOTES: SPECIFICATIONS, FOR ADDITIONAL INFORMATION. ENGINEERING DIVISION. I�I I�� I —1 I I=I 11�I I=11 I I1 I I— I— 1.INSTALL GUYS HAND TAUT TO I I I=I I -11 I I=1 I L1 I — 111- 1 PREVENT DEFORMATION OF LIMBS. I I—) I I III-I 1 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY I I - n I I= I �_ n I I=1 I —ll=I I - III= NATIVE SOIL UNDISTURBED NOTES: STANDARD PLANS. — — -��� 11 111 2.WIRE SHALL BE CLAMPED OR 1.REMOVE NURSERY STAKES FOR EACH 1,000 SQUARE FEET OF PLANTING AREA: TWICE ROOT BALL WIDTH CRIMPED NOT TWISTED, TOP VIEW 2.STAKES TO BE PLUMB AND PARALLEL 04 CUBIC YARDS OF NITROLIZED REDWOOD OR FIR SHAVINGS OR � —I 3.STAKE TREE PERPENDICULAR TO PREVAILING WIND. APPROVED EQUAL. 0200 LBS. OF GRO-POWER OR APPROVED EQUAL. TREE PLACEMENT DOUBLE STAKED TREE TREE GUYING DETAIL DOUBLE STAKED TREE ON SLOPE 36 BOX OR LARGER NOTES CITY OF RANCHO CUCAMONGA STANDARD PLAN 501 CITY OF RANCHO CUCAMONGA STANDARD PLAN 502 CITY OF RANCHO CUCAMONGA STANDARD PLAN 503 CITY OF RANCHO CUCAMONGA STANDARD PLAN 505 ONE HALF OF SPACING LIMIT OF PLANTER AREA REQUIREMENT 4"OF COMPACTED WOOD CHIP MULCH. TIGHTLY COMPACTED 3'BERM TO FORM TOP OF ROOTBALL TO EXTEND 2' �$ZERED CU ORIGINAL E RBB& DEPRESSED WATERING BASIN. ABOVE FINISH GRADE RT E , SIDEWALK, ETC CONCRETE HEADE FINISH GRADE !�6 Ll/y �i GRAD � u CU & GUTTER, �� NATIVE BACKFILL WITH NO ROCKS ! D TOP OF ROOTBALL TO 4'WOOD CHIP MULCH. GREATER THAN 3'DIAMETER. EXTEND 2'ABOVE 12„ ap FINISH GRADE 1= 3'BERM TIGHTLY COMPACTED IN _ PLACE TO FORM WATERING BASIN. - 38.° Exo.Date:5131/00 v =111=1 I M — = I I=III-=III=I 11=i 11=III=I 11=I 1 I= d f �►LI '� ROOT BALL I I I=1 E`er _ = I 1=1 I I l I 1=1 11=1 11=1 11=1 I I I I I=1 11=1 11=1 --) 11-11 �1—I�I—I —III—I 1 I—I 11—I I I ROOT BALL I — __ — — — — _ I-1 I I I =II=II—I— I — I I PLANT PIT TO BE(2)TIMES THE SHOVEL CUT EDGE COMPACTED =_ =I I I =1 I = I=II=1 I I=�1=1 I I=I 11= WIDTH OF THE ROOT BALL. NATIVE SOIL PLANT PIT TO BE(2)TIMES THE _ —I I I-1 11=1 I I-1 I I—I I711 �I I I I I-1 I I WIDTH OF THE ROOT BALL I — 1=11 1=1 I I—I I I-1 11-1 I 11 I— =I 11=) 1=I I I=II=I I =II=III=) 11= NOTE: —1 I I—I I (—I 11 I I—I I I—I I I=1 I I 11—I I I I I —) I—III— I I I 11— I — I I 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL 1-1 1=1 I—I 1—III—I I-1 —1 I — =1 11=1 I I—) I—III—III—III 11=1 I I— SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON —I I V1 I I-1 I I—I I El I Fl I— =1 11= PLANS:SEE LEGEND FOR SPACING REQUIREMENTS. DESCRIPTION OF REVISION DATE clTv I—I I—I I—I I—I I—I I—I I— I—III— NOTES: APPROVED: NATIVE BACKFILL WITH NO UNDISTURBED NATIVE SOIL. 2. WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH,THE CONTRACTOR SHALL ROCKS GREATER THAN 3' SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. DIAMETER. SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND CITY OF RANCHO CUCAMONGA FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQUIREMENTS. INTO EDGES AT GROUND COVER AREAS. UNDISTURBED NATIVE SOIL. I1OTES: 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. TRACT MAP NO. 14379 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. NOTES OF ROOT BALL. DO NOT CRACK ROOT BALL. LEGEND ARE ESTIMATES ONLY. 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE PLANTING DETAILS OF ROOT BALL. DO NOT CRACK ROOT BALL. WILSON AVE. AND ETIWANDA AVE. LANDSCAPE MAINTENANCE DISTRICT APPROVED BY: DATE:61---1 C, CITY ENGINEER RCE: 24953 DESIGN FLAN E'RE t,A;tLI)BY HECOMMENDL11 ADG ■ BORTNWICK ■ GUY ■ BETTENUAUSEN El DRAWN LINDS[/PE IA(NITI[TS • PLINNERS SHEII KWK W2 DUPONT DRIVE•SUITE A•IRVINE.CA 8611•TEL 00 479-Ml•FAX:"4MI707 19 OF 21 CONTAINER PLANTING CONTAINER PLANTING ON SLOPE SHRUB AND GROUNDCOVER SPACING MULCH INSTALLATION C.III cxE;; ARTHUR D. GUY III, ASLA R.L.A.NO 2214 uRnwlNc�Nle CITY OF RANCHO CUCAMONGA STANDARD PLAN 506 CITY OF RANCHO CUCAMONGA STANDARD PLAN 507 CITY OF RANCHO CUCAMONGA STANDARD PLAN 508 CITY OF RANCHO CUCAMONGA STANDARD PLAN 509 DATE 2/4!00 FILE NO PROJECT SHEE 1 OF PLANTING SPECIFICATIONS 1.08 Material and Labor Releases: 3.06 Coordination: PART 6 - WEED ABATEMENT PART 1 - GENERAL Upon completion of the work,the Contractor shall present to the City,signed copies of all labor and Weed abatement work shall be coordinated with the installation of the irrigation system rototilling 6.01 Scope of Work: materials releases for all work performed under Site Development. and soil amendment work, and planting. (See Weed Abatement section). 1.01 Scope of Work: Provide all material, equipment, and labor necessary to perform all work as indicated on plans, as 1.09 Disposal and Clean-up: PART 4 - TREES AND SHRUBS reasonably implied, and as delineated in the specifications. Contractor shall provide all materials, labor and equipment incidental to and necessary for completing all work, as indicated on the drawings, as reasonably implied, or as delineated in the Remove all waste materials(including excavated material classified as unacceptable soil material), 4.01 Scope of Work: 6.02 Quality Assurance: Specifications as follows. trash and debris generated or encountered during the course of landscape construction, and legally dispose of it. During the course of the work, remove surplus materials from the site and leave Provide all material,equipment,and labornecessary to install all trees and shrubs as shown on plans, A. The Applicator of all weed control materials shall be licensed by the State of California as 1.02 Standards: premises in a neat and clean condition. Clean up and remove all remaining debris and surplus as reasonably implied and as delineated in the specifications. that are required_ materials upon completion of work, leaving the premises neat and clean. The site shall be cleaned All work and materials shall comply with governing codes,safety orders,standards,and regulations, upon the request of the inspector. 4.02 Products B. All materials and methods must conform to Federal, State, and Local Regulations. and meet the minimum requirements of the Standard Specifications For Public Works Construction A. Nomenclature-Plant names indicated on the drawings conform the"Standard Plant Names" (Green Book) latest edition. PART 2 - EXECUTION established by the American Joint Committee on Horticulture. Except for names covered 6.03 Submittal: therein, the established custom of the nursery is followed. 1.03 Quality Assurance: 2.01 Protection: Prior to the installation of any weed control materials,the Landscape Contractor shall submit to the Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be B. Condition - Plants shall be symmetrical, typical for variety and species, sound, healthy, Landscape Architect/City a list of the weed control materials and quantities per acre intended for use A. All Contractors performing Site Development work,must be licensed in accordance wriththe allowed to dry out. Bare root stock shall be separated and heeled-in, in most earth or other suitable vigorous, free from plant disease, insect pests, or their eggs, and shall have healthy, normal in controlling the weed types prevalent and expected on the site, as supplied by the Pest Control laws of the State of California. material until planting. Balled and burlapped plants shall have root ball covered with moist sawdust, root systems, well-filling their container, buy not to the point of being root bound. Plants Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape Architect and. wood chips or other suitable material until planting. shall not be pruned at anytime, and in no case shall trees be topped. City data to demonstrate the compatibility of the weed control materials and methods with the B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors intended planting and seed varieties present. and Material Suppliers expected to be employed during the course of construction. 2.02 Installation: C. Trees and shrubs shall be growing at a recognized nursery in accordance with good horticulture practices and shall be of the size and caliper normally associated with the 6.04 Responsibility and Coordination: C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance, Detailed layout of plants within the planting areas shall be performed by Contractor and approved container size specified on plans. Removal of all tags, labels, nursery stakes and ties from during entire course of the Construction Contract. The amount of insurance shall be by the Landscape Architect and City prior to planting. all plant material prohibited until the approval of the Landscape Architect or City. A. Landscape Contractor is responsible for the erection of all signs and barriers required to determined by City. prevent intrusion into the treated areas and to notify the public. Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the D. All plant material delivered to the site showing signs of damage or disease or is insufficient D. Prior to start of site development work, the Contractor shall notify the Landscape Architect following mixture: in size to carry out the intent of the planting plan will not accepted and will be replaced at B. No material or methods shall affect the landscape planting or hydroseed germination. No and City to give starting and completion dates. Contractor shall also supply the Landscape Contractor's expense. material or method shall render the job site unusable for more than 10 days from date of Architect and City with the name and telephone number of the person in charge of the work. Native, On-Site Soil with rock no greater than 3" in diameter application. Gro Power Plus, 5-3-1 15 lbs/ey E. Sizes of Plants-Shall be as stated on the Plan. Container stock(1-gallon, 5-gallon,and 15- 1.04 Responsibilities and Coordination: Iron Sulfate 2 Ibs/cy gallon) shall have been grown in containers for at least one (1) year, but not over two (2) 6.05 Non-Selective Herbicides: years. A. Permits: The Contractor shall obtain and pay for all permits and inspections required by (To be used for bidding purposes only, verify with Agronomic Soils Test.) Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the governing authorities for the work to be performed. F. Substitutions - Substitutions for indicated plant material will be permitted provided the Pest Control Advisor) After backfilling, construct a 3" earthen berm to form watering basin around each plant, to allow substitute materials are approved in advance by the City, and are made at no additional cost B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on thorough water-in and establishment. to the City. Except for authorized variations,all substitute plant materials shall conform to 6.06 Selective Herbicides: the plans at the site prior to commencement of any work under this contract. The Contractor the requirements of these specifications. shall verify the location and depth of all underground utilities prior to start of work. Prior to installation of turf and ground cover, remove water basins from around trees and shrubs. Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Berms in turf areas to be removed prior to City acceptance. G. Plants Not Approved - Plants not approved are to be removed from site immediately and Control Advisor) C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all replaced with suitable plants. The City reserves the right to reject entire lots of plants temporary utilities such as water, electrical power and gas as required by him for the PART 3 - SOIL PREPARATION AND FINISH GRADING represented by defected samples. 6.07 Weed Eradication: construction of the project. Temporary services shall be coordinated with the City and other contractors on the job site. 3.01 Scope of Work: H. Stake all trees, as per details immediately after planting to prevent wind damage. If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the planting areas will require control prior to removal, spray these areas per Pest Control Advisor's D. Survey,Reference Points,and Elevations: The Contractor is responsible for establishing all A. Provide all materials and equipment, and perforin all work necessary for and incidental to 1• Plant trees that are to be located in lawn or ground cover areas after finish grades are first recommendations, surveys, reference points and elevations required by him, and shown on plans for proper established and allow at least 7 calendar days prior to installation of said lawns or ground execution of site construction. the soil preparation and finish grading of all planting and lawn areas as shown on plans, as cover to provide for thorough watering of trees. All planting holes shall be excavated as A. Prior to the installation of the irrigation system remove and clear all weeds and deleterious reasonably implied, or as delineated in the specifications. defined on appropriate details. materials from planting areas. E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required by him for the construction of the project. All temporary traffic barriers and detours shall B. Furnishing,placement and grading, of topsoil for backfilling of planters if required. 4.03 Soil Amendments: Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1" -2"below conform to all conditions required by the City or governing authorities. C. Cleaning and finish grading of planters areas and planting areas. the surface of the soil. Physically remove all weeds from the site. Soil amendments shall be as recommended in the Agronomic soils report 1.05 Defective and Unauthorized Work: 3.02 Topsoil: 4.04 Trees Stakes: PART 7 -LANDSCAPE MAINTENANCE All work which is determined by inspection to be defective in its construction or deficient in any of thererequirements of the plans and specifications,shall be remedied or removed,and replaced b the A. Existing on-site soils listed as 'acceptable' under'Site Grading' specification. q P Pe � P Y Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further 7.01 Scope of Work: Contractor at his own expense in a manner acceptable to the Landscape Architect and City. information. B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be sandy D Provide all materials, labor and equipment necessary for, or incidental to, performing all 1.06 Inspections: textured. Silt plus clay content of this soil shall be no greater than 15% by weight. The PART 5 - GROUND COVER AND BEDDING PLANTS maintenance requirements as reasonably implied or as delineated in the specifications including,but boron content of this soil shall be no greater than 1 part per million as measured on the not limited to the following: The Contractor shall arrange for inspections b notifying the Landscape Architect, Ci and saturation extract. The sodium absorption ratio(SAR) shall not exceed 3.0 millimohos per P P Y fY� B P rY 5.01 Scope of Work: governing authorities,24 hours prior to time of inspection,unless otherwise noted. Inspections shall centimeter at 25 C. In order to ensure conformance, samples of the imported soil shall be ' Maintain all plants and planted areas. be as listed below, but not necessarily in this order. Only the inspection pertaining to the project submitted to an agronomic soils testing laboratory, approved by the project Landscape' Provide all materials and equipment and perform all work necessary for and incidental to installing Keep planted areas free of weeds and debris. scope of work will apply: Architect for analysis prior to use. Result of testing to be delivered to City for approval, all ground cover and bedding plants,as shown on plans, as reasonably implied, or delineated in the Prune trees and shrubs. Soil test to include analysis and recommendations. specifications. Fertilized all plants and planted areas. Rough Grading. Drain Lines and Catch Basins. 3.03 Soil Amendments: Irrigation. Irrigations (main line pressure, coverage & system operations test). 5.02 Bedding Plants: Insecticide spraying. Soil Preparation and Finish Grading. All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report furnished Perennials and Annuals: Provide healthy container grown plants from a recognized nursery,and of 7.02 Fertilizers: Plant Material (delivery & placement). by the Contractor the species and variety shown on plans. Substantial Completion Inspection (at completion of landscape improvements) - 7 Days. A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Final Inspection (after maintenance period) - 7 days. 3.04 Soil Preparation: 5.03 Ground Cover: Controlled Release Nitrogen,as designated herein,or approved substitute as required by the All work on irrigation system shall he complete and inspected for recommended approval and, fine Agronomic soils report. Available from Gro Power(909) 393-3744. The contractor shall arrange a Preconstruction job conference with the Landscape Architect and City g Y P p � Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be a minimum of seven (7) days prior to the beginning work. grading completed, prior to rototilling and prior to soil amendment work. B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen and 24%sulfur established and well rooted in flats or similar containers. g 1.07 Guaranties: After rough grades have been established, prepare all lawn and planting areas by tilling or cross and shall be registered as an agricultural miner,with the State Department of Agriculture inP 5.04 Mulch: con liance with Article 2 - "Fertilizer Materials," Section 1030 of the Agricultural Code. ripping to a depth of 12". Ail rock and debris more than 2" in diameter shall be removed from the A. Plant Materials: All trees,shrubs,ground cover;bedding plants and lawn shall be guaranteed site, except for areas that are to be sodded, in which all rock and debris more than I" in diameter from date of final acceptance of landscape construction for periods as follows: shall be removed. Mulch: Shall be of compacted wood chip fiber. Trees 24" box & larger 1 year Apply , spread, and rototil in all soil amendments as recommended to a depth of 6". Water area 5.05 Coordination: Trees 15 gal. & smaller 1 year thoroughly after rototilling is complete. Incorporate evenly into the top 4" to 6" the following for Shrubs All sizes 1.20 days each 1,000 square feet of planting area: A. Do not have plants delivered to the job site until site conditions are ready for planting. If planting is delayed, keep plant roots moist and place in a sheltered location protected from Ground Cover 120 days Bedding Plant 120 days 4 cubic yards of nitrolized Redwood or Fir shaving or equal. the sun, wind and other damaging elements. Lawn (sod) 120 days 200 lbs. of Gro-Power or approved equal. B. Soil oration and fine grading shall be completed and trees and shrubs installed or to DESCRIPTION OF REVISION DATE CITY Lawn (seed) 120 days from first mowing p g g P APPROVED The above soil conditioning are minimal qualities only and should be used only forbidding purpose, bedding plants and ground cover planting. Guarantees begin after the project acceptance by City and at the end of the 180-day because soil conditions may change drastically from the time these specifications were developed CITY OF RANCHO CUCAMONGA maintenance period. Landscape Contractor shall replace and plant all materials which have died to the time the actual soil conditioning take place. Therefore, the Contractor shall obtain his own 5.06 Installation: within the time span stated above, at no cost and within 5 days from receiving written notice from soils analysis at a rate of one per every 25,000 square feet of planted area. These soil tests shall be the Landscape Architect or City. if dead material is not replaced and planted within the 5 day conducted by an approved Agronomic soils testing laboratory approved by the project Landscape Plant ground cover and bedding plants in moist soil and space as indicated on plans. TRACT MAP NO. 14379 period, City may replace dead material with new material and charge the Landscape Contractor for Architect and City. Copies ofthe soil test to be provided during the Pre-construction job conference. all expenses incurred. Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. I�1__/`1NTA 'nG SPECIFICATIONS���I�I� ^HIlO^v'� 3.05 Finish Grading: Soil moisture shall be such that soil does not crumble when removing plants from container. '�J I I B. Construction Materials: The contractor shall guarantee all workmanship and materials for WILSON AVE. AND ETIWANDA AVE. all site development, for a period of one year from date of final acceptance of project. After rototilling operations are complete,grade areas to establish finish grades for planting. All flow Regrade planter areas after planting, to restore smooth finish grade and to insure proper surface lines shall be maintained and proper tolerances shall be met after settlement at the end of the project drainage. A 4" layer of mulch material shall be spread over the entire planter area after grade is LANDSCAPE MAINTENANCE DISTRICT maintenance period. established. Wateringshall begin immediately after mulching. Gradin shall accommodate the �$3ERE0 - g (Grading �6 APPROVED BY: DATE: mulch) R D � CITY ENGINEER RCE: 24953 Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. �� 5.07 Protection: DESIGN FLAN f'IS(-I'af�f [)By H1(XA0M1 NDE 1) m ADG ■ BORTUWICK ■ GUY ■ BETTEN4AUSEN Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. LINDSCIPE IRCHIIECTS • PLINNERS Exp.DcAe.s,31N0 DRAWN SFIE1_i (�C 01 * MK m:Duerr Dane,SUM A-NINW a M2-TEL-I%M ae-ene-FAx M*4MIM 20 OF 21 OF C.ALI� cRECKED ARTHUR D.GUY III,ASLA R_LA.No 2214 DHAVVIW,NO DATE 2/4/00 FILE NO I PROJECT SHEET OF 7.03 General: Maintenance shall start immediately after landscape irrigation and planting. Maintain all plants and planted areas on a continuous basis as they are installed during the progress of the work,and continue to maintain them until final acceptance of total project. Replace any dead or dying plants as directed by the Landscape Architect and City representative. A. Irrigation: Operate irrigation system on an established program to maintain all plants and planted areas in a healthy condition. Irrigation system run-off shall be kept to a minimum. Damage to irrigation system resulting from maintenance and equipment and/or maintenance personnel,shall be restored to its original condition at no cost to the City. Failure of any part of the irrigation system shall be brought to the attention of the City. No repairs other than emergency repairs shall be accomplished without written permission from the City. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at intervals not to exceed 10 calendar days. The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program. C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as may become necessary thereafter by an approved method of pest control,to keep all plants and planted areas free of insects and disease. 10ethod shall be reviewed by the City prior to any applications. fest Control shall include Gopher control. D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of maintenance program and continue to prune plants as directed or as may become necessary until the end of the maintenance program. Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as necessary to achieve and overall even appearance. Exterminate gophers and moles; repair damage. PART 8 - ACCEPTANCE OF PROJECT 8.01 General: Upon completion of installation, a maintenance period of a minimum of 180 days for all landscaped areas is required prior to final acceptance of the work by the City. The Commencement date for the maintenance period shall commence upon written approval for all phases of planting installation by the City Public Works Inspector. Maintenance period shall be adequate to verify plant characteristics and establishment. A. Two inspections shall be made that affect the establishment period: The first after all plantings have been completely installed in order to approve the beginning of the establishment period,and the second at the end of the establishment period. If plantings are not acceptable at the end of the 180 day period,due to defective maintenance,then continue establishment until all work meets with the Specifications and can be approved. B. At termination of establishment period all plant material shall be live,healthy,undamaged, and free of infestation. Inferior plantings shall be replaced and brought to a satisfactory condition before final acceptance of work will be made. All areas shall be neatly raked and free of weeds. �E61gSERED O�c p y/� m Exp.Date:5/31100 sl �i� N0. r11R � CITY DESCRIPTION OF REVISION DATE APPROVED: CITY OF RANCHO CUCAMONGA TRACT MAP NO. 14379 PLANTING SPECIFICATIONS WILSON AVE. AND ETIWANDA AVE. LANDSCAPE MAINTENANCE DISTRICT APPROVED BY: DATE: ! fid CITY ENGINEER tod RCE: 24953 DESIGN PLAN PRE PARE D BY HE COMMS NEED ADIS ■ 80MVICK■ GUY ■ BETTMAUS(N © �` DRAWN LINDSCIP1 IRCNITE(TS • PLINNERS SHE LI KVW 2272 DUPONT DRIVE.W"t A.IRWK,to net:.TEL,Mel 476-Wi•FM"4MVV 21 OF 21 CHLCKE D ARTHUR D.GUY III,ASLA R.L.A.NO 2214 DHAWING No U DATE 2/4/00 FILE NO 11415`5S 4—L. PROJECT SHEET __ OF __