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HomeMy WebLinkAbout1598-L (DORAMUN Ty TRAPL GRADING PLAN GENERAL NOTES a r----- CTS 1 . ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY 135 OF RANCHO CUCAMONGA STANDARDS AND SPECIFICATIONS. AND CHAPTER 70 a PROJECT OF THE UNIFORM BUILDING CODE. LATEST EDITION. 13565 SITE 2. PRIOR TO THE START OF GRADING. ALL EXISTING VEGETATION AND DEBRIS. I t NCLUO i NG EXISTING STRUCTURES, FOOT I N^w. FOUNDATIONS, RUBBLE. FOR N � � St�tMrt' ,4vENLIE TREES. AND ROOT SYSTEMS. SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE SOILS ENGINEER. 3. AFTER REMOVAL OF DEBRIS. ANY EXISTING FILL OR DISTURBED NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE SOILS ENGINEER. 4. THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER. f AND ANY ADDITIONAL OVER-EXCAVATION SHALL THEN BE MADE IN ACCORDANCEQ�1�v1MYr' , WITH THE SOILS ENGINEER'S RECOMMENDATIONS AND AS CONTAINED IN THE SOILS REPORT. TRA'G- 13566 Q z( 5. THE EXPOSED SOILS SHALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF 5 Z INCHES. BROUGHT TO PROPER MOISTURE CONTENT. AND COMPACTED TO, ATj LEAST 90% OF THE MAXIMUM DENSITY. AS DETERMINED BY U.B.C. STANDARD �vo�r ell-A. 70-1 OR EQU I VALENT COMPACTION SHALL BE OBTAINED BY METHODS ta �"�-��� �' sm"& SPECIFIED BY THE SOILS ENGINEER. t+ t, Avrt"ue 6. IF ANY UNFORSEEN SUS-SURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION. THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION _ . ---- OF THE SOILS ENGINEER BEFORE PROCEEDING FURTHER. - - �.f - 7. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO ENGINEER'S NOTICE - CAUSE ANY MRD. SILT. OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR _ - VICINITY MAP ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR 1 . CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DEBRIS ON PURL I C PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST RESPONSIBILITY FOR JOB SITE COND I T I ONS DURING THE COURSE A# - N O t TO Scale SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT OF CONSTRUCTION. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THE GRADING AND BUILDING CONSTRUCTION OPERATIONS. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND. INDEMNIFY 8. rR'TA START OF ANY BUILDING CONSTRUCTION THE C AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL SHALL FURNI CERTIFICATION L ENGINEER LIABILITY. REAL OR ALLEDGED. IN CONNECTION WITH THE PERFORMANCE AND SOILS ENGINEER THAT BUrMaRADES ARE WITHIN 0. 10 FOOT OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM OF THE APPRO HAT THE PROPER THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. HAS BEEN OBTAINED. 9. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND 2. ALL UNDERGROUND UTILITIES OR STRUCTURES. REPORTED OR FOUND ON _ /6 t NOTIFYING GRADING INSPECTOR 24 HOURS PRIOR f0 THE START OF WORK. PUBLIC RECORDS. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER. BY ACCEPTING THESE PLANS OR PROCEEDING CONSTRUCTION NOTES & QUANTITIES 10. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE WITH THE IMPROVEMENTS HEREON. AGREES TO ASSUME LIABILITY AND TO ENGINEERS OF WORK IN ACCORDANCE WITH SECTION 7014 OF THE UNIFORM HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE � � /7 BUILDING CODE. EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTEDN C�q O. IJE$CaQiPT�oN Qrl.W77 OR INDICATED ON PUBLIC RECORDS. OR THOSE CONSTRUCTED AT VARIANCE fzT 11 . THE SOILS ENGINEER SHALL ALSO BE RESPONS I B!E TO VERIFY AND REPORT WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED /a O CDr1/ST ST�f' T.f/�PDC/G.S�PC P c/Ty J7 r-,2 �Pc iab (2z%iiivE� j A. THAT PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS AND TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR ., AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDING. BUT NOT STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. i T SHALL BE W O Cn t/57 PVC �FW-Lr >°��e p�7;A IL 2270 LIMITED TO SEWERW. WATER LINES. ELECTRICAL. GAS. AND LANDSCAPE THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL � fq � 3 I I M I GAT I ON LINES. UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. Q GaNST- +U�Gv^7 _,Ev CSN,TE rAZAIL PSR 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR. - T'dIL � 340 . 12. T GRADING A OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. CD/V,9T corvc 4 . SU44-P 1'49 0 �-6a.i LRI� INSPECTION. _ ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED M O O/TCT/ .�E�P pETA/G Fi(1 92o 1-.r 13. AN AS-GRADED GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH BY THE PREPARER OF THESE PLANS. 5O r0A1,p77 f'1116:11 C,,%4/it/ !/A/.X- FENCE f'�.e 6B.C.FCO. SAID GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY 4. THE ENG I PEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS- ,30¢ L.F DIVISION PRIOR TO RELEASE OF GRADING BOND AND PRIOR TO FINAL CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO /NST�ILL /B� /P.C.P. ,o/�E, ZGi�O-D G3 L.F GRADING INSPECTION. THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE JUR I SD I C- o ss 7O CD/LC5'T. JTE� Tif/irGY/G�Y /G"�P C/TY Qtr �fi4N�'�O C!/CgMO ^,4 14. ALL SLOPES EXCEEDING 5' IN VERTICAL HEIGHT AND EXCEEDING 5:1 T I ONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL N LAniE Ar T SLOPE ARE TO BE PLANTED WITH APPROVED PLANT MATERIAL AND CONSTRUCTION. CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND a _ Jro. OK/G Ne. /Oo7. EA. PROVIDED WITH APPROVED WATERING SYSTEM. SEE APPROVED LANDSCAPE SHALL FOLLOW ALL OSHA b EPA GUIDELINES TO MINIMIZE HEALTH HAZARDS. .24DRAWINGS AND EROSION CONTROL SPECIFICATIONS FOR PERIMETER .Z3 8O COrt/ST C,476-11Q-1S/N eE�P a---2,-41,1h/,�. TREATMENTS. ® CONST 0"Xr ' C'OrVC; A-&1A/cSTiP/10 3130 tJ 15. THE UNDERSIGNED CIVIL ENG I NEER WILL BE RESPONSIBLE FOR U /0 CONST. .4CCF�5'S GATE PEiQ C/TY CTD. /D/2 IV/LgTCNES PROFESSIONAL INSPECTIONS IN ACCORDANCE WITH SECTION 7014 Underground Service Alert OF THE UNIFORM BUILDING CODE. ' :JMN COCKEDOC 10CAIcS. Z E.4 15. NO ADJUSTMENT OF ELEVAT t ON SHALL BE MADE WITHOUT PRIOR WRITTENCO t t :T 0 t t FREE 1� Q I I coN.s r r01W 0,f111E/✓14Y ,V f MA/NTFiV"0e 40C'05,5 APPROVAL FO THE BUILDING OFFICIAL AND CIVIL ENGINEER o OF RECORD. N /25,f �5'TO. /D/A J20 F 17. ALL WALLS ABOVE 3.0 FT. IN HEIGHT REQUIRE SEPARATE PERMITS AND 1 - 800 27 12 C'Ort�T. elf -T4,fY10e rGNioC'Ce "eC'COL GATE "04e,f '4/2 Z INSPECTION. la. ALL WORKS WITHIN PUBLIC RIGHTS-OF-WAY REQUIRE SEPARATE PERMIT IF` , 422 - 4133 . K AND INSPECTION ISSUED BY ENGINEERING DIVISION. T Q 7 WO WORKING DAYS BEFORE YOU DIG NOTE• 9MION SOL NOTES = LEGEND : ,�- ? QCMAI T/T/FS 5f+0^/N YZFRkS /V �t,QE fAlOVIOED fid? BoiVO//UG t . !N CAf�•OF EMERGENCY. CALL DILL. CA gEY '��� PUR SES ONLY. 0b,W ,ZAC -ing5 -q AAL . AE .eeN WIVS/BGE FA2 -r AT 1'114) 83&-515Q!3 1/ER/Fy//V6' A41- GiU�INT/T/E�' /OR 70 /OD/N i(/VO - t V EROS t ON CONTROL / XI e 7 2 -TIE KERS 1 GHM CIVIL ENG I DEER W I LL SUPER I X525 0 PAO ELEVATION IIORK D CERTIFY THAT FORK I S I N ACCORDANCE WITH THE APPROVED SN ET AI PLAW. EIUESTt/IN agTedi[ - o. w�nunuuuuumuuumumunnun.......an • DATES ( 1 L - IJ`' "� LCJr' WNAb£R _ - alaN: _ _ YOUNG'19 YON qc 3. A STAID-BY 4ww FOR EMERGENCY WOW !MALL SE AVAILABLE AT ALL TIMERS OWING THE RAINY SEASON. NECESSARY MATER I ALS SHALL BE , AVA t LABLE �1 S t TE AND STOCKP I LED AT t�NVE1i I ENT LOCATIONS TO CONTOUR 1 `� r Am FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEV i CES WHEN RAIN Y wd R K W t'M?f r nl D2 R FZ.I4-fLcp 715 piµ gE•,ZK pI,R D/.�D !f Qtt1ENT. 1 ��� LDnnl'N fLDOD co&p-7-o� P�b1DE1�T`r ICC-�i2ufRF� al4 SEP ,47>r ( � EaVcTING E1L�/ATiCN 4. OEV l� SMALL NOT BE MOVED OR MOD t F I ED Y t THtOl1T THE APPROVAL OF T-''� �E e M IT F�o ryt T�E S lyhl 1'3E1zN1412 p,N V - GOLANJTY 3=�ppD THE C I T Y t NS TCTOR. FG FIN I,r�-IE17 GRA>7E L.C7�`ITROL fl tSTt2 IL T 5. ALL (IEM VABL.E PROTECTIVE DEVICES SHOW SNAIL K IN PLACE AT THE FS FINISHED SURFACE EID OF EACH YORK I NG DAY WHEN THE 5-DAY RAIN MMA19I L I TY EXCEEDS 7.. 4 TG 1t)P OF CA JRg 117 6. AFTER A RAI NSTORM. ALL SILT AND DEBRIS SHALL BE REMOVED FROM FL FLot4 L*4E Et 7 = CHECK WRI AND DES I LT I NG BAS I NIS AND THE NIS I NS PLRM DRY. y 7.t FILL gLOM AT THE TRACT PERIMETER MST DRAIN AWAY FROM THE TW OF SLOPE AT THE CONCLUSION OF EACH YOIdR!NG DAY. N ,,•���``,`` TF mp aF FOXING /� DESCRIPTION OF REVISION DATE clTr /S ���,.••`'', 'J APPROVED 0. A GUARD WILL BE POSTED ON THE SITE WHENEVER THE DEPTH of MATER R1=TaNl►.N� w�L �R�f ' IN ANY DEVICE EXCEEDS TWO FEET. C 0 CITY OF RANCHO CUCAMONGA 8d OCX k4Al. L o� 2.1 OR a:t eLAOM C-2 ' -p COMMUNITY TRAIL PLAN INDEX MAP . 445m Exp a Ito t FOR C w tv ;z ftx. irK WALL OF CAUF� N .>. o ,�G M=�N�� TRACT 1 .. 556;-2 (M Rc. BASIS OF BEARINGS : BENCHMARK : . No. Iso LEGAL DESCRIPTION : OWNER : SOILS ENGINEER: SITE STATISTICS : APPROVED BY: DATE' - CITY ENGINEER RCE. NO. q S3 TOTAL ACREAGE 67.85 T+-IE bF�R-� 5}-iOyJN Hi�CN 1=D. 411Z. "®N M THE MIDPL'e '�` �3FZTIC�tJ OF THE MIEST 1/2 TMp HOMES HIGHLAND SOILS ENGINEERING INC. _ J:tr EASW aN TH-1E CENTERLINE ON= L AT OF THE EAST 1/2 OF SE-GTiON DESIGN RE OMM D 801 N. PARKGENTtrIZ RESIDENTIAL ACREAGE 54.00 fUSCOE 16735Yoelammm,riaoof s Al-r AvEMWE 8FJWG -TM1E SouTHWE6T c,Cl:2NEJZ CF 27, TawN9HIP 1 NORTH , �•*Ic-� 1832 S. COMMERCENTER CIRCLE SUITE A Zoe� SUITE 23 S N c E.�/ role,00mi= 92114 - wooz H �' 41' 47= EAST AS SL;T•/it���T A-1EWUE ANo EhST a NEST SAN BERN.^ROINO F5ASF- SANTA ANA , CA 't2"705 SAN BERNARDINO, CA. 92408 Prose (M)474-Me ON A M^P P4 8� A\ rN;:�'. . MERIDWd , AC[',CiRA1NC� Tb THE (714) 884-8828 DRAWNDOOM tet (114)4145315 SHEET -73 , P"ES 59 AND 4o CF OFFICIAL PLClr OF GAIO LAND ^TTN• NAT I1AIiTY ATTN : WILLIAM ALTMEYER .9.oM APPc=a��0 13Y THE SURvE.Yot z M re. of c SE-RNARDrr40 CknUNTY QEN -RAL- V16,TE•D Wcp, gFjz 1, C H E C K E 0DRAWING N0. 1875. JblFr! C. oLiYIEFt Rcp � � C G. E DATE FILE NO L✓ / �_� PROJECT SHEET #/,IOF 39 z _ rr/J7- 7T.414 /MP. BENCH MARK NO. 150 fr PSP P,fOd. TE /N G fi--- FD. CHIZ m0 w IN THE MIDDLE vvv /dG�, �frod 6w /G of<6 ��7PC�y`O�fTE. ..1 OF CONCRETE HEADWALL AT HE SOUTHWEST CORNER OF SUMMIT — jAVENUE AND EAST AVENUE. /Ga r0 - \ �/ LEV. 1507.007 -- + L M�.TC H LtN SF L �= ,I fJ �oMn�uwi T y T11',4/L /48 , 2\ a s 7 3 �N 7- Lo- )►' - ...h••1i•Y r.... •.JJ .. i'.. 7. -• 11 .. ...... 1 j, rL ' /rEMO r/�.f'T. /4a�,/3 QLOC� H/AGG J�� TEMP OS}'N,4ifOU D �G /4B 3,a 111J7LD/NG Of 'T PL.4 I piV P�'/YATE P.rO��`R . • � - OC � TE.brF. � �---•— RE,NO!/E E,t'/J'T. • " ; _. TEMP. FENCE i! I t<ij 44fi/5 �'C/r�'N L/�1/K ,41 omg LFBCFG'a of L / r-•� �_ Q •. •/ Ili 7 1= Q(/IESLIAN T1Z�,IL FLAN ORA NG o. /,38¢ CT 7 OF B/. R �MOti�; �/gam . G' os G ■ i ' ff/4f7E ¢ / fes• /�79.A;'' E' ffs Z• • ' �¢8.�... /\ ) j� O �( / 1 V ,3 \ - ` OCi(' fiG4LL PLAN9"-Opt/ I�F'G �' � P,l'/1/,4TE PTOFE•PTY o 1.4� �E. XETA�� A6� � � ♦ 3` E-xt \ ` ___ . . ,.•-" ,-' { ' � \ 479.!o • 'J I v . 75 — - 7 .- t!'O�L1�IC/N/TY T/E'.4/4! � a� ,� . 3 9 _ 1482.2 o 05 1 F — r /', F.G. :3 /480.7 148E G '3 3i' - - Lp PSE)CKAM r' I I 1480 G 7 2 _ 9 , 1480 5dI 12 7-C -r -� ro rc r� YOUNGS CANYON 'z ROAD �..._ t 1 .3 PTOJEC 7- JHE45T Of P4' ' /Z' TY, INSTALL Q #/19// .SBC'FCO I 1 CfI,IiN Z 1,41t'FENCF ALONG ¢y=. / 1 I e6.-4,2 Col 73, TO I I )x741865 CANM7M RD. , 71W \ \F 1 i 1 \ , � w.4c4 _:• f. 0� e o1,W DEPT. G JOE of T.vi� 3 - TaPACT 13�-2 sToh/ Pais'.vrE ,:;_ LICK , 5��� 4 TfiNOv,4QLG POST. P ,4TE CD,UJT. Of t � .CT.INOA�t'd \ \ 7— \ 4 At J TCEC AleMQETJ HINGE 0 rl I (7 S� D EM ® i CiPEi0TE0 DY /YEId//1�7 ClPOSS = � � •O fF•/f 7�a ��47/.4. G./L i! JTEEL Ff==/ 7d.¢ '4 ` I \ O 1 ' JTEEL P/PE JLEEmE W/r// / N Fri G CsAL!! JTEFL *, — \ q ¢ SAO c,�P JL/PPEo O!%F.r P "'�li"T/6//T. ilk sl CE•lreC XE,0004BLE POST TO /5�/�EO�ASP 1jG GALT! JTEEG h�ELDEO TO �, , N/C,C /v 54MOR TNiCK 6 � ,'1• � T 4G l! STEEL PLATE QOM gA 6,6 .d* �O/A. .4LL METAG TO ^E Map GAL V,4/V/ZED. CONC i 2 enc r sET /,v rD 6. Ff Iunn } q 'r��tL 2.1Sr, O G' ` T �t2oOM � � ♦ SERVICE VEHICLE ACCESS Q � Ty` F1N13H � } �� •4• _ � 2 2 9 - � ���.� � •� GATE f��� �� %� ¢ GidLl� �1TCEG P/� JLEE{ otil�J!/N/rY 51ZE ro IP45C�EVE .3" PIPE. .. µ6 \ , q F' O S G Q a 4 C�fUSHEO RDCK A9.4.d O/.0. xs G g \ �6 # ` N/CK (TIL✓. J TAtEG 6.45E PG 4 TE d r-- �! o 4 �.`` �. ° �• w /"DiQ. Le /N cE,vTf../C f¢T1. -� D RA/N,�SE. i✓EL4 CONT TO P/P� i A TG `!2 \ b � � 3 - N6�� . �.6' L EGL�Na GT/ND AGG WEL l7J JMQOT.y. �/}ONG CDAT CDAT,S P• 1,117 c SEE SHEET 4 FOR /ICOCf7I 6&1ejrel,AIV ;::•.:•: `'�:;v �G,oC�C wA G DETAIL A \ `'__. , i G a4s ✓'o R. + '` 7-RA✓L £p/rl't,/, $!7AA6 SQ/lJY : . CIG T/M4TE O'6CFC.0. �t�lV .gtfE�T' 4 /IV.4T4GL 1 —x—CNiO/,1/ L/iV•t' FE✓+/cG - r0E- ZXT"51 ON \� 5 L48'.` 0 \ \/4G5.40 /.E h" �} o -e P✓.C. FENCE W 55TNILL-Y ,A�` ciTv ' �14&/04 ,t r' \ w cDr NuMBE�P PER F/NA DESCRIPTION OF REVISION SATE �, 0 , 4 /\;� b D TRA C T MAP /3-5GG / L © 10T AIUMBER PE TRACT MAP 1351,o6 - ?- CITY OF RANCHO CUCAMONGA r Coms 7-R ucr/o A, NOTES �,�rcy���.� TRAIL PLAN COMMUNITY P6�i1) O/V FOR �// CL+tiIST. CGWC. OR/rG`/✓•I Y fDrt l�-- CdVL9T JTEf� rxfa,/6// PErt C/Ty JTU /Gb7 TOTAL w1,oTH-/P) M.I/NTEit/ANCE AGL^E1S PER I 7 \ EX S JB. . D - ) ON/G. 10/A . W. �1/ ST r'vC �>�Mc� Pin AET,�lL �,.� W ,o �To'^'E ,�„�F��� s TRACT 13566 -2 q&-- 140. /t CLat/ST. Z¢".AERY/CE f'E///CL,� sO -' pGoMl` ��� G�e.Q1JITis 7R,41L P>=R ��S F /Q�/<2 ' ,I CCESS v,4 fE PER A/2• f�--_CONJ'1-" CONC. GdWTCH R. _ c APPROVED BY: -/ DATE. S�—Cp�NJ7. B 10'&/-/ CN,4/N L//Y�Y FE/YCE PE/Q f,B C. FC,O. PP'r O.P`v6. � � � 044% rI l l CITY ENGINEER tl RC.E ZA9. • (,SEE st%EB r 6) G //YJ'T4LL /8"t2rir.C.r, r1�01p-p. `I xp. 03/ 1/02 f DESIGN RECOMMENDED � 16135 von[umm,it00 p T 8 CO/YJ'T. C.4TC/,/ t�4JYN ,DER A//3. I I i.%NM. ,'E.n/. fUSP WE t"1"'o0m& 4rn4 � 7'Z,D' IM' " •✓ r C .4TH/NE' .. V4"7�G I (' I`• DRAWN i Dpi llooe (71,0474-"60 SHEET 9 CONST. G ,rG CONC. ffomcSTR/P. PER G/TY BTD. oNro. 534 . \ I lil�l�JC�11 11\G tilt pt4474�ts Z 6 _ ..--r- . ,9,4M. �-,Y1TG. �-CANJT. ACZr'E89 GATE PER C/Ty 3'TD. IoiZ /V L,4TCfIZS' GGC�EO \ �... Of \ \\ \ s CHECKED JOHH C. OL.IVIEFZ R.C.E.N0 DRAWING NO. Ji9gC/NG 20d D.C. OR .46 OTN�H!/,S'E NDT�/J ` � \ `.A \ DATE filf NO -� PROJECT SHEET #13 OF 38 '"20-201 . , _ �. I I !r-,t7 f"-NGC ro3T - FD. CvvkwHI w' 1 so 111001 4S.a. O. 1? w„ tMR�r Tts�l CDMORETIEADVALL AT THE AG4.t/T/AoW Ile, G F C. /S J 1 QU �P D rA•,v/L T/'ir'I q- ci M d -a AVE UE A EASTR VE UESUMMIT. 8,� r .. ! • b . - . � : � sro. • AVENUE AWEAST AVENIE b P3�-tee �� �b1- ELEV. 1507.007 �'Ort/C.' .. ;�. 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N=• /Gv7.(W/OTiy- � ) COMMUNITY TRAIL PLAN t q) CMI,57.- C'.SrCf/ dAJ/N rf� ///-4, � ' - TSI/N .PEE PROF/L E - J'NEET N! 5 � - FOR ,eit/o�rcN cvw r. 6"x6' ctamr Ao-fa v rr.P.:o Ave c�n�sra. y FOR .o�oWG d•Ol/TH TR.4C B6WW,0.WR Y 0 A �_� _ YOy�E yes �° p o R W`'�, TRACT 13566-2 (DFL 9&-15) ; 1 6A At SEVAIAI div N e5As/� covsr. r¢, awl10E IGEN/CLE .SCC - - • GArE p�,c A/2 QApF�,�� �: i ( / I /� om x Q� G Off- `Y CITY EM lfER- ?� � RAE. on 5 r C� 9an _ 44568 �N am sob" � EXP.3/3Un ♦ � i � iMEET CAUW' c>t+cc cEo JOHN 'G. OLIVIEIZ R.CE.MO % DRAWING NOETZ I*It.S ,urs —, w.__. _ . _ • ai...i — _. Z O I YOUNGS CANYON ROAD C --IP Z 1477.45 1477.05 1476.65 TC 2 TC 9 TC 2 I � U WW Z J COMMUNITY � N 3 TRAIL --i ui3: 0 mr,w�mw- w-ww-77'�-�W pw-ww-w� q- nTULUJ Q � W 19 20 21 22 ui I I co I I I I I CONSTRUCTION NOTES OI CONSTRUCT STEP THROUGH PER CITY STD. R.C.1007 OZ WIDE) YOUNGSCANYON ROAD O CONSTRUCT PVC FENCE PER DETAIL 3O CONSTRUCT DECOMPOSED GRANITE TRAIL PER DETAIL E/3 O9 CONSTRUCT 6"x6" CONCRETE MOWSTRIP PER CITY STD. 534 1476.25 1475.85 T 75.41 MEDIUM W TC 2 q TC in BROOM � FINISH J W Lij I � 3 "7 W CL = I 23 I 24 U CITY DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA COMMUNITY TRAIL PLAN FOR QQpfESS/0 TRACT 1M6-2 CDR "-15) C � APPROVED BY. / TES 0445 p f" CITY ENGINES - l CE NO. 24453 « EV. 03/31I a DESIGN, Plum pr"ww sr RECOMMENDED, JO 167 lay Lots, Ste 1M FUSCOE Iae, wf�s 9614 � -Lo-t� sr�r f- cm �,�` DRAWN Phoe� 714 474-1960 SHE f °` p"`'f RC ENGINEERING ru (714) 474-5315 + pF e CHECKEDt OrD Kneen Land Surveyors DRAWING NO, JO R,C,E. NO. 44568 / rq p_ DATE, FILE NO-- J /o L . • - •s . _ - - e . ,, . . 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' ._-- d 9 - 8' # - - - -- --- — .. '--- � - �r- - -: - - - . . - : : � -," - �-tt—L i 1 0 0 - - _ - - -- DESCRIPTION OF REVISION Din CITY r' - , i , , . . . i ; ? _ - LE SC • - - - _ - - - -AJ - -- -- - -�- � PROFI ALE. - C I T OF RA N CNO CUCA Iii�ONGA _ - --- T - - . • 1 " = 20' - - - HORIZ.. - _ • . - 2 VERT.: � " _ �' COMMUNITI� ' TRAIL PLAN - - _ -- - - - -- ----� - 10- I - - - - - - - - --- = - - - - _ _ --- - - _- - - - FOR - - - - - - I • - - -- _ - TRACT 13566-� MR, q�- 15� . - - - -- - - -- - - - - - - - - - _ - - --' 2 1 . { 2 -- - - - - -- -- - - - - - - - --- - -t - - _ - - - 1 - - - -- - - -- _ - , _ _-__. APPROVED BY: DATE' =- _ - J CITY ENGINEER a R.C.E. NO.2�� COMMUNITY ; TRAIL AND DITCH PROFILE ,,=`�_ ,�� j ` N %4; DESIGN ; 16m app RECOMMENDED �' E.N FURDE 'M'e,ate* »n� l�� 7-7. fi "S.WI, CORNER OF TRACT 13566-2 TO BULLOCK PLACE I 445M ° » (7»+74 I _ EXF' i►;in * DRAWN SHEET . . - CFVN ��. 88, - M.7Z. OF ce t �� . CHECKED DRAWING NO. i J. CAU JOHN G. 01..11/IE�2 P.C.E. N0�l08 L� .:L � i . E.N. DAtf FILE NO + �'Ujecf sh&-f /0 or 38 40,z,:�!eor - :� �l 10'- O" Spacing 10'- 0" Spacing 10'- 0" Spacing 10'- d", Spacing PIPE MATERIAL LIST Typical Rail and Truss Panel Typical Rail and Truss Panel Typical Rail and Truss Panel Y yP Typical Roil and Truss Panel Nominal Outside Inside Weight End or Corner Post ine Pot Diameter Diameter Diameter per Foot „ in Post Int rmediot Po t ` 2 �/ nom. dia x I 1' - 0" std. 2" nom. dia. x lid -6" std. Line P t - 4i = a 2" nom. dio. x Id -6"std. Tension Bar 2 '/ " nom. dia. x I I� - 0�� std. �n P t 2 i N >, N � 2 I (Inches) (Inches) (Inches) Lbs goly. pipe with galy cop goly. pipe with goly. cap = galv. pipe with golv cop 3/16 x 3/4min. gory pipe with golv. cop I VV II qa wire ties N x 7 qa. spring steel `.; .;�•' ��. 1 I go wire tees N } I 'i4 nom. dia std of 12 o.c. tension wire with I I qa. • ' , Y at 12" 0. c ^'•' galy. pipe rail f" I '/q nom. dia. std. :f wire ties of 24 o.c. :C• •' :ti 12 go x I" min - . r I /4 1.660 1.380 2.2-7 goly pipe rail 'x �. �: at 16 ' max o c •'' / dia. Tension Rod . - _- �• ,;:• _ - with adjustable tightener I /2 1. 900 1.610 2.72 — Q O P' ,f: Tension r II a. wire ties --•�_ :� II o. wire ties and fittings ( See note 7) Ba g _ 9 3 3 t t + -' ao ao i 2 2 3 7 5 / x / min. t o al 8 eachotal 8 each , , 2 067 3 65 is 16 q — coGSD �. . ' . post equally spaced) •• . ,• •. post-equally spaced) . 12 0. x I" min :; . . g ► 21/ 2.875 2.469 5 79' „ I ►- ;� '•� , 7 go spring steel tension 2 at 16 max o c. - - 2•• Mesh 96" : . :;: �,,: . };' �:• 2 Mesh, 96 w wire with ll ga wire ties �• fr.• chain link fabric - �•�•' ;ti �`'•� •� '�' " �:; 3 3.500 3 068 7, 58 �•;• chain Ink fabric --,:.r. at 24 o.c. �. , •. - - • I'. Note 1 :. � 1 • 3/e dia Tension Rod •,11�' 1/2 Crown . 'ii`•! `� �' , • I'., Intermed�ote Post to be � , ' I • , 'iCrown - , •II• , ' 3 /2 4.000 3.548 9. 11 • •� I - with adjustable tightener ' �� I with smooth .I 1 _ 2 •I I• __. _ 0 1 9 1 I •, �•• o . I I. , installed at not more than I ' 01 with smooth �. I 4 4 500 4 026 10.79 1 ' • and fittings (See note 7) ' �•� �� trowel finish 11 '; ' .'I '1 �I. . I 1000 intervals I trowel f lnish . • '1 � • ''n g (typical) 1 � 1 •'I �•• • � 1 • • - � (typical)I) • �• • 1 ' Note �•�Li ,••V = .U• i1 �� s •' I • • ( 1 P Ca . • .• = I1 . 12 dia or �}- 16 dia or I I. 6 6 625 6 065 18 97 _•J For corners, Typical Roll 12 dia. or -D-1. , • . • - ' -- on Tr Panel t i n �-' ` � ' -- ---� � �-- d Trusso to # ; 8 8 625 7981 2855 Post �n both directions l 16'' dia or -� TYPICAL FENCE 10,- 0" Spacing Clear Opening Vanes 12' - 0" to 26' - 0" 10'- 0" Spacing Typical Rail and Truss Panel Typical oil and Truss Panel of Gate Post IV nom. dio. I %4nom. dio. Line Post ^ Line Post 3 '/ nom: dia. x I I'- 0 std. Tension Bars std. olv. pipe std. olv. a Got Post 2" nom. dia x 10'-6"std. ? i 3/ " 3/ ' min'-,— f g g pipe N T GENERAL NOTES ga v. pipe with galy. cap 16 x q m or gate frame stiffener galy pipe with galy cop � N 1 'i ' nom dia. std. N r. .� II go wire ties . .� . .R gaiv pipe rail •.` •. •.• at 12 o.c � �,�, ,1;� `•,ti:i: :; ,;,- ;� '•;tiY I. All Chain Link fence materials, fittings and installation shall conform to ;• •f. '•. '•• Cut - Out for `' •; the latest edition of the Department es e o eof Transportation Standard I I'• In -�•X I •.;, h :� 3/8 dia Tension Rod " " f. 2 go x m ,. Chain 8i Lock •« -; Specifications , Section 80, Fences and this Special Dr •r' •: •�^ -;: �` " " •'' r'r with adjustable tightener _ awing. at 16 max o c •� (typ•) 6 x 6 :�: :;:. 'r 'f :�� 1 9 : �• .r and fittings (See note 7) •� o 2. The fence fabric II T • _ .� :fir 1 e shall be placed on the outward facing side of the posts, - s otherwise shown on the Ions. ' ..� a, stretched taut and securely fastened unles P 'r• '�f �' '�' • • '� 3. Clearance between :::• :�: ' �. '� a right -of-way and fence fabric shall be 6�� unless Igo spring steel tension. r:• :�• . . . . . . . . wire with Ilgo wire •}�• =2�� Mesh, 96�� :�'� otherwise shown on the plans. =;:r�:;: •' ties at 24" o c '.`' �' chain Ink fabric - 4. All gates shall open inward, except if otherwise noted in the special provisions. P P o s. CL p I II a. wire ties (total 8 each • � I •• ;r, .'I 1 , ,� .� 9 . • 1 I Tie fabric to top, — .L Plunger Rod Catch I I _ /2 Crown •� 5. All gate hinges shall be heavy duty malleable iron or steel, industrial •,, I post - equally spaced ) ' . I I • , bottom and stiffener •�• ��� 1' ': O with smooth � •� type g g, pp quality service t e 270 degree swing, non-removable, of approved ••i I•• , •l I of frame with 1190 M 12'• dIa. or -G • ;I I ' -M trowel finish and design, and shall be fastened from the inside. �• . Note , • 1 1 ' ; wire ties at 12" o c 16" dia or {} ' : 1 I ' • = (typical) i •�'•- — Provide stops to hold gates open .• moi• , �• � • • •• 01 6. Secure galvanized cop to post with %q' galvanized round head rivet. as directed by the Engineer -- --- 12" dia or 4 —i DOUBLE DRIVE GATE DETAIL ' 7. Adjustable tightener shall be turnbuckle or equivalent, having a 6" minimum takeup. 10'- 0" Spoon 4'- 0" 10,- 0" Spacing Typical Rail and Truss Panel Clear Opening Typical Rail and Truss Panel S. Diameter size of Line, Intermediate, Corner, End and Gate Posts to be �I �i2 nom. dia Got Post' Line Post _ as shown on this Special Drawing. „ 2" nom dia x 10--6` Line Post Tension Bars I std. galv. pipe i 2 iZ nom. dio x I1 -0 std std go1v. pipe with ' cu, T 9. The Fence Fabric shall be 9 gage unless otherwise specified. 3/i6 x 3iq min for gate frame gory pipe with golv cop poly. Cop •�' •'�• 1 i4 nom dia. std iv '•:k I I e es lO. All bolted hardware items shall also tack welded n , . g o wire r t be i such a manner as to • goly pipe roil - '•' ti of 12 o c prevent removal by unauthorized individuals. ' . . . Cut - Out for — '� •: , •'` ' 11. All fence fabric shall have a 12" wide, horizontally painted stripe along the Cham a Lock 3/8dia. Tension Rod �;� - center of the fabric. The paint shall be a reflective type orange or approved with adjustable tightener f� f 0 equal. After fence fabric p p 1 ) 6" x6" •�• �r eq c has been pointed, a sample of said paint shall be ( YPand fittings (See note 7) given to the San Bernardino County Flood Control District, Operations Fasten gate Division, along with the manufacturers name and paint specifications. �:. catch to post `•'� '` �;• . . 12 a. x I" min.— f� �:• -� ;�' �� �� ., g 2 Mesh, 96 of 16" max o.c chain Ink fabric `�� r• DESCRIPTION OF REVISION DATE CITY PRM0 • 7go. spring steel , ' � : 1 " - a � ` CITY OF RANCHO CUCAMONGA I I' II go. wire ties tension wire with I : Tie f0bnc , I I • - /2 Crown 'I �: , �' >.= i ��x_� •,I 1- , , - I I , , to top and ' . ' . 0 with smooth • 'I 44W1 . 1 = (total 8 each Il go. wire ties of .1 I . , bottom of 1 � ' _ trowel f�n�sh • �II • No. , •1 I - • .I I • txPCOMMUNITY TRAIL PLAN post - equal I 24 o C. I 1 • , M ) �•. .;' Gjv�� .V ► . ;� 1 frame with. r , • I = (t Yp*cal P ) s aced 16 dia. or 0 I. ' I 11 go wire ' I 1 . ' o OFCAOt i ties at 12"o c l 12" dia. or -' .- FOR =z TRACT 13566-2 (nR 9r0 . 15� WALKGATE DETAIL, 8 CHA N L NK F NC E APPROVED BY: L)�k RCE._ CITY ENGINEER RCE. N0.2415.3 (TYPE CL- 8 = 96 " FABRIC) DESIGN RECOMM LADED 16735 von l a =1100 b7r.� q p fus tome, 92714 v � 7' G 1'6oee (714)47*1960 61 DRAWN FM (714)474-5315 SHEET 6 Of CHECKED JOHN G. Ol-11/lfFZ R.C.E. NO-114 DRAWING LA0. l 9 L S.B.C.F. C. D SPEC. DWG. 3 DATE FILE NO ` � ` 8 —" pr*e_f sAecf /7 'or 38 DEVELOPER LANDSCAP ,E ARCHITECTURAL TMP HOMES PLANS 801 PARK CENTER DR., SUITE 235 FOR SANTA ANA, CA 92705 YOUNGS CANYON ROAD (714) 836m55.03 TRACT 13566 � 2 FAX# (714) 853-9678 LANDSCAPE MAINTENANCE DISTRICT NO . 7 VICINITY MAP GENERAL NOTES CONSULTANTS SYMBOLS/ ABBREVIATIONS ENGINEERING CONSULTANT • At P.A. rtantin9 Area I TRACTS ADJT Ad,)ust i 13 564 I 1. These notes shall be used Inn conjtmctton with the plans and any dfsm epancie9 shall be brought to the attention of the landscape Architect and the City. 6735 VON KAR�� SUITE C.N.U. Concrete Mowery Unit P.O.C. ►o i n Point o/ .Rt q�nut i n9 & PROJECT 100 CLR Ciear t of Cor►ntctioo Pressure Su 13565 pew #Y nghneerprlort000mrtnencinganywotk• ViNE CA 92714 CONC Mt►ER.L. Pertaining I SITE 2. M Encroachment - ahaN be obtained from the C E 0714) 474-1960 0.i. Decomposed granite Is1r Line R. Radius I & AN work shall be performed according to current Clty Standards and the current Standard SpecMcatlons for Pubic VVm*s Construction. DIAN. Diameter REQ. Required N IULSON DRUGS Drawin9S R/Y Right of Way 4. This work shall be Installed by a Neensed contractor who shall cavy workman's compensation,public NabffRy and property damage Insurance as required F.O.C. face of Curb SCN Sc he du i e by low. GAL. Gallon SPECS Sim I(Ice t Ions GALY Galvanized SPNKLR Sprinkler S. Check for exlst♦ng utNlty locatlons prior to excavation work. Nottty pertinent utMities and Underground Service Alert et 1-900-422-4133 two working daps GPM Gall ons Per Minute SQ. Square _ b construction. STI. Steel NPY Norse toper Q- P NOS Meads • 9. Al the conclusion bf rough grading, an agronomic soft report shah be kmfthed to the City inspector,and e4oecommendat from this report shah I T e 5, C A P 1' INV Invert T.C.I. 1 op of Catch Basin upersede sons amendment recommendations shown on the plans. LANDSCAPE ARC"RECTURE AND PLANNMJG I RR t rr i 9a t tow T.S.Ttubular steel N.C.Y. Ilaiwal Control Valve Tyr.' Typical 7. Wall footings rid,elnforcing shat not be located within the r.o.w. unless detafed Construction and struchural calculations have been approved by the City w` f4:rM_ MAX. Na x low VERT. Vertical Y • Engineer. x _ 180 Newport Center Drive,Suite 210 M[M. Mfefwua� W/ Yfth ���'—•—•if�Y a. Slopes In excess of 5 vertical feet shall haven 2'wide Mat area et the top of slope, and all slopes shah have a 1 foot wide Mat area et the toe of skupf( �,�� Nen7rdrt Beach, Ce 92660 TR Year �. �..� RlcbordPolhomns,Ucmte/27d2 � � Not included IN Contract 9. Upon completlon of installation, an estabfshment period shall commence, and upon written verficallon from the Inspector that establishment b (714) 644-9370 Fox(7l�6�4--1396 NO*. Number Center tenter Line On Center It Property Line aocompfshed, an adequate maintenance period(typically 180 days) shall commence. Said maintenance shall conclude only after verification of leaf-out, fall color, flower color, overall plant health, and with City Council acceptance of the Improvements. Maintenance than include mowing, weeding, Irrigation, pruning, raising tree root bans which settle below grade, fertilizing and appying such sprays as are necessary for proper care and upkeep. Maintenance also Includes all repairs, replacement, cleaning and adjusting necessary to keep the Irrigation system In good working order with proper coverage, required prior to finai.acceptance of the work by the City. 10. Application of arty chemicals aha#be by State licensed personnel. AN pestfcide applications require a P.C.A. vecommended SHEETINDEX NORTH 11. Caisense equipment shat be kmtged under the dkeetion of a Calsense representathre, phone number 760-438-0525. 12. One Controller chart shall be provided for each controller. Controller chart shall be the maximum size the controller cabinet door will allow and shall show ;L-1- TITLE SHEET the area covered by the automatic controller. The chart Is b be a reduced drawing of the actual as-built system. However, in the event the controller RESPONSIBLE MAPshall ;L-2 CONSTRUCTIONPLAN sequence Is not legible when the drawing is reduced, it Shan sh be enlarged to a size that will be readable when reduced.. The chart all be a blacknne print, and a different color shaft be used for area covered by each station. When completed and approved by the Public Works Inspector, the chart shall be L-3 CONSTRUCTION PLAN hermetically sealed between 2 pieces of plastic, each a min. Of 20 mita. thick. The chart shall be mounted using Velcro or an approved equal type of tape. L-4 CONSTRUCTION PLAN W IL.�oN Ay. - These charts must be completed and In place prior to final acceptance of the work by the City. z� ; L-5 CONSTRUCTION DETAILS _ _ 13. Concrete headers sfnaf be provided per the MMvwhng criteriL-•6 IRRIGATIONS PLAN: Between City-maintained turf and City-maintained shrub_areas-8"wide x 6"deep concrete headers L-T IRRIGATION PLAN - • Between City-maintained turf and any private-matntenence-8"wide x 6"deep concrete headers • . .. R Between City-maintained G.C. and any private-maintenance-6"wide x 6"deep concrete headers L-8 IRRIGATION PLAN , • Beneath metal fencing adjacent to City Maintenance-6"wide x 6"deep concrete headers -L-9 IRRIGATION DETAILS AND NOTES - 14. Meandering sidewalk layout, where shown, Is conceptual only. Approval of the final Sidewalk layout shall be made in the field, and adjusted as necessary L-10 PLANTING PLAN "` b meet field conditions as approved by the Public Works Inspector and Project Planner, prior to final dons truction..— . 1-11 PLANTING PLAN 15. PuNicy-Mahntained Trees shall be Installed per the following criteria: L-12 PLANTING PLAN b0 Plant In accordance with City Standard Plans. L-13 PLANTING DETAILS AND NOTES • Prior to the commencement of any planting, an agronomic sorts report shall be furnished to the City Inspector. Any unusual toxicItles or rnuMent L-14 SPECIFICATIONS deficiencies may require backfill son amendments, as determined by the city Inspector, i AN Public trees are subject to inspection and acceptance by the Engineering division. L-15 SPECIFICATIONS Public trees are to be planted per public improvement plans only. I ► _ N ' A. �, _ �` LANDSCAPE QUANTITIES � o Total (quantities: DESCRIPTION OF REVISION DATE CITY ,� -- APPROVED ,f s+ T Youngs Canyon Road: Trailhead: I Total SF of non-turf landscape areas 27,261 SF Total SF of non-turf landscape areas 10.584 SF CITY OF RANCHO CUCAMONGA ' Total SF turf area 0 Total SF turf area 0 Total SF hardscape areas 14,308 SF Total SF hardscape areas 0 TITLE SHEET Total S.F. trail area 12,852 SF Total S.F. trail area 3,992 SF - Total SF of all areas 54,421 SF Total SF of all areas 14,576 SF YOUN G S CANYON, ROAD PROJECT 9 4 7 jr 4 Total acres 1.25 AC Total acres .33 AC TRACT 13566-2 LANDSCAPE — Total street trees per street Total street trees per strcet I Species: Eucalyptus cladocal}x (Sugar Gum) Species: Eucalyptus cladocalyx(Sugar Gum) TMP HOMES AREAS YOUN i-S N Y.UN �RJAD x``„ Quantity: 22 Quantity: 7 ' Total LF trail fencingTotal LF trail fencing 300 LF , 744 LF g Total LF of City maintained wall 2,248 LF Total LF of City maintained wall 193 LF APPROVED BY: DATE _ _ �i�Nrsory ��► Total LF of City-maintained fence 0 Total LF of City-maintained fence nCITY ENGINEER RC.E 24953 DESIGN -1 b ) J I el c .► r r $ RECOMM LADED r-��/� w+o�e�rt�uoNec+uR!,wo.w:a�+a rj � 7-10 D 09 DRAWN - �18VA".Pwco wDow.Spw710 SHEET xrpI Ate- PiWN. .G !1160 — _ (11.76,4-0a;1 raw(71.0 04-PIM L-1 .l� 'ir NORTH , CHECKED RC.E.NO DR/AWING N 96-016 1 DATE FILE NO ! 9 PROJECT SHEET # 0F 38 WEI PEI STRUCTURAL ENGINEERS, INC. Structural/Seismic/Forensic 931 W. Holt Blvd., Suite D4, Ontario, CA 91762 Tel: (909) 937-0122 Fax: (909) 937-0120 June 26, 1998 WPSE Job #: 8085 Structural Calculations and Drawings for Footings of 12'x12' Pohgon overhead structure at Rancho Cucamonga, CA Eti'Glt��c Rllv(` CIVIS;DN PVgOVA? n Ail son. For �trnllt pros„^_ _, ;. • '•'=”^� Dig: , .3,j 477_. . For Sy sn C— ZO-'V TMP Development Corp. �_t, -=-� DATE w' �� 801 North Parkcenter Drive, Suite 235 �f Rancho Cuc'mony Santa Ana, CA 92705 WEI PEI STRUCTURAL ENGINEERS,INC. I,0,�Q1 Fy Wei Pei, P.E., S.E. ( f NG 5 ID04032 President Exo 9-30-00 J' , C TISK���� WEI PEI STRUCTURAL ENGINEERS, INC. Title - -STRUCTURAL/SEISMIC/FORENSIC Scope 931 W. HOLT BLVD. , SUITE D4 Number: ONTARIO, CA 91762 Misc TEL. : (909) 937-0122 FAX: 937-0120 Dsngr �'���� L Date : 14-Jun-98 ------------------------------ ---- ---------------------- DESIGN OF EMBEDDED POLE FOOTINGS Page [/I ------------------------------------------------------------------------ DESCRIPTION >> 8085 >> POLE FOOTING FOR COL. ----------------------- --------- --------- --------- --------- -------- ALLOW PASSIVE psf 300 MAX PASSIVE psf LOAD DURATION FACTOR 1 . 33 1 .33 1 . 33 1 . 33 1 .33 POINT LOAD lbs 340 LOAD Ht . ft 8 . 50 DIST. LOAD #/ft START HT. ft END HT. ft WIDTH/DIAMETER in 24 CIRCULAR ? y/n Y N N N N RESTRAINED ? y/n N N N N N ------ SUMMARY ------- ------------------------------------------------ Moments @ Surface : Point Load ft-# 2 , 890 Uniform Load ft-# . . . Total Moment ft-# 2 , 890 Total Lateral Load # 340 --- NON-RESTRAINED ---- --------------------- RESULTS ------------------ Min. Req' d Embedment A(1+ (1+4 . 36h /A) "' . 5) /2 A=2 . 34P/ (S 1 b) ft 3 . 36 Press @ 1/3 Embed. : Actual psf 445 Allowable psf 447 ----- RESTRAINED ------ Min. Req' d Embedment (4 . 25 P h/S3 b) " . 5 ft Pressure @ Bottom Actual psf Allowable psf Surface Restraint Force lbs Sheet: WFI PEI STRUCTURAL ENGINEERS, INC. lrl Structural/Seismic/Forensic WPSE J.N.: 8085- 111 931 W.Holt Blvd.. Suite D4,Ontario.CA 91762 By� Tel: (909)937-01122 Fax: (909)937-0120 Date: 6 M G STI. GSL. F- EE. f 31- 0 0i p �Q F�1 FSSIpNq� •, AF��cy F cc W � c ps4 ()-00 ccL . FT c R p WUQQQ=&%A I 000000000000a I DOD0000000M A Division of W. H. PORTER, INC. 4240 N. 136Lh AV11 HOLLAND, MI 49424 (616) 399-1963 Designs and calculations of poligon buildings are protected under copyright laws and patents a,►d may not be used in the construction or design of a building that is not supplied by Poligon. Copyright laws protect the style and visual appearance of th-• structure while patents may protect other parts of the design. BUILDING TYPE : Square 12 — 2C Hip JOB NAME : Equestrian Trail JOB NUMBER : . 33760 JOB LOCATION : Rancho Cucamonga , CA { DRAWING NOTES DRAWING LIST DESIGN LOADS MATERIALS ASTM DESIGNATION SHEET CD COVER DRAWING CODE: UBC 1994 TUBE STEEL A-500 GRADE B LIGHT GAGE COLD FORMED A-570 GRADE 55 SHEET 1 : ANCHOR BOLT LAYOUT AND FOUNDATION DESIGN STRUCTURAL STEEL PLATE A-36 SHEET 2: FRAME ASSEMBLY AND MEMBER SPECIFICATIONS ROOF PANELS (STEEL) A-446 LIVE/SNOW LOAD. 30 p.s.f. SHEET 3: FRAME CONNECTION DETAILS HIGH STRENGTH BOLTING ALL HIGH STRENGTH BOLTS ARE A-325 WITH HEAVY HEX NUTS AND SHEET 4: ROOF PANEL LAYOUT WIND SPEED: 100 m. h. Exposure "C" ARE TO BE INSTALLED BY THE "TURN—OF—THE—NUT" METHOD SPECIFIED SHEET 5: ROOF PANEL CONNECTION DETAILS p' p IN THE NINTH EDITION OF THE AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" PER SECTION 8 D (1). A-325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED SEISMIC ZONE: 4 BY THE "TURN—OF—THE—NUT" METHOD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSURE PROPER TIGHTNESS. IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO THE MATERIALS LOS ANGELES CITY APPROVED FABRICATOR # 1596 SUPPLIED BY POLIGON AND W.H. PORTER, INC. AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. CITY OF HOUSTON APPROVED FABRICATOR #470 PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION. REFER TO THE SHIPPING BILL OF MATERIALS FOR POSSIBLE SUBSTITUTIONS. 384 SHEET WIDTH ENGWEER7 SEAL ' ENGINEERING DIVlSIONi 36 COVER WIDTH ! , APPROVAL 12 12 Appr::yp �_ng,An... -a ,m4Le � does � � � riot C-: - y rk within .�'.� ro�o��r►` � ac"tiv;rt ,;r •fight-of-way �� NoC 0 618 Exp.Decs 1998 *� PROFESSIONAL i 50 SR- . ga. y s C1 It -{fhafli ..=::;,c " _ ?-r a permitissued Ctvtsfoe. for qunsttons re��„ � •;�; Engineerin Divisior> POLI—RIB METAL ROOF PANEL SHEET permit process please Cali (9o9f477-2740 BY DATE �- , C D City ancho Cucamonga �D�G�- 5 330 4- 12' SQUARE � r Q ' iI EDGE OF OVERHANG 4a\ OUT-TO-OUT COLUMNS �- CONCRETE FOOTING 0 DO NOT SET COLUMNS BEFORE COLUMN ASSEMBLING ENTIRE FRAME. ASSEMBLE FRAME COMPLETELY I � BEFORE SETTING COLUMNS. 0 R v� a O Fz Z Fx O U a' I +' Y ti Y a My Mz Z \`- FOUNDATION LOADS TO FOUNDATION (KIPS, FT. KIPS) REACTIONS . j 21-611 LOAD COMBINATION AXIAL (Fx) SHEAR (Fy) SHEAR (Fz) MOMENT (Mz) MOMENT (My) EMBEDMENT DEAD + LIVE +2b9/-2b2 0 +/-.02 0 +20/-0 A, IL' u - 8 MIN 4 0- DEAD DEAD + WIND -X +2104/-1.96 +/-34 +/-02 +2.90/-20 _ � W DEAD + WIND -I +2.08/-210 0 +/-36 0 +2.86/-0 DEAD + LIVE + WIND -X +1.45/-131 +/-.I1 +/-.01 +1.45/-.10 +0/-.10 O Oa U W NOTES: PER DJK: SORI2-2MU 03/21/96 l�ij. a 3 DESIGN OF FOUNDATION TO BE PERFORMED BY AN EW-41NEER OR ARCHITECT. THIS DRAWING 15 NOT INTENDED AS A FOUNDATION oc N0. C 5618 0 DESIGN. IT IS SUBMITTED A5 A REFERENCE TO MINIMUM SLAB * Exp.Dec.31. 1996 a DIMENSIONS AND ANCHOR BOLT LOCATIONS. CJVIL SHEET IF WALLS ARE TO BE SPECIFIED, CONSULT FACTORY FOR REVISED 9 . SLAB DIMENSIONS. OF CAS a sjtt� 3� ,or- 3.6 I 10lu ' u _ OUT-TO-OUT COLUMNS NOTES: 9 � FOR FINAL TIGHTENING, USE TURN OF NUT METHOD: Ilk Q USING A SPUD WRENCH, TIGHTEN AS MUCH AS POSSIBLE WITH A NORMAL MAN'S STRENGTH. TENSION MEMBER Qty THEN, USING AN EXTENSION, TIGHTEN AN ADDITIONAL 1/3 TUM. DO NOT SET COLUMNS BEFORE ASSEMBLING ENTIRE FRAME. COMPRESSION RING ASSEMBLE FRAME COMPLETELY BEFORE SETTING COLUMNS. a FASTENERS: ALL BOLTS USED FOR STRUCTURAL COLUMN CONNECTIONS ARE ASTM A325. DO NOT SUBSTITUTE WITH A LESSER GRADE. �� 3 INSPECTION OF HIGH STRENGTH 5OLTING REQUIRED PER CHAPTER 13 OF THE UNIFORM 5UILDING CODE Me4 EDITION. 3 0 r FINISH: STANDARD FRAME IS PRIME PAINTED ONLY. TRUSS FRAME TO 5E FINISH PAINTED IN THE FIELD WITH N MATERIALS AND LABOR 5Y OTHERS. o z 3 i< cn A uj tQ dl ci 0 w MATERIAL SPECIFICATIONS: u- o A COLUMNS: TS 4" x 4" x 3/16" TRUSS: TS 5" x 3" x 11 Ga A TENSION MEMBER: TS 5" x 3" x 11 Ga COMPRESSION TUBE: TS 4" x 4" x 3/16" TUBULAR SHAPES: ASTM A500 GRADE B 46 KSI COLD FORMED GEES: A510 GRADE 50 CONNECTION BOLTS: ASTM A 325 CONNECTION PLATES: ASTM A36 ANCHOR 5OLT5: ASTM A301 WELDING PROCESS: GAS METAL ARC WELDING - WELDING ELECTRODES: ElOxx Ll b I _ (Y w No. 45618 N W ZO Exp. .31, 1998 Q Q 9 OF CA�I�COQ` p 4 M -- °� l d • 4 d g O zt a 3 z No. Reviatom Data 59 a —� x A REV NOTES 10/1/36 RLR SHEET• • � o a 2 No. Revisions Date By $ A REV TO CURRENT STANDARDS 10/1/96 RLR B CHANGED TO STANDARD 6/23/98 JVN V TRUSSES C ADDED CA LAYER 6/23/98 JVN ® ul W TS 5" x 3" x 11 go � 1 1 COMPRESSION RING TS 4" x 4" x 3/16" 4 e TENSION MEMBER t1- TS 5" x 3" x 11 go a (2) 1 /2" x 1 1 /2" HEX HEAD TRUSS BOLTS THROUGH COM— TS 5 x 3" x 11 go PRESSION RING INTO (2) END PLATE 5 x 6 x 3/8 o FIXED NUTS @ END OF EACH TRUSS M_ END PLATES (2) 5/8" x 4 1/2" HEX 3/8" HRF ASTM A-36 HEAD BOLTS THROUGH BOTH END PLATES AND TENSION MEMBER -� TRUSS W/ (2) 1 /2" NUTS Q TS 5 x 3 x 11 go v . 3 PLAN — TRUSSES @ M 2 COMPRESSION RING 44 l, 701 co N 1 o i� 3/16 V z _j U Q RIDGE CAPx0_ __ PLAN — TENSION MEMBER PANEL END CAPS z #12/14 — 1 " TEK/2 Z FASTENED TO PANELS 2 @TRUSS SCREWS TO RIBS WITH POP RIVETS LLJZ N Z M METAL ROOF PANEL o 0 W J TENSION MEMBER �- TRUSS "-- #12/14 — 1 " TEK/2 SCREWS TS 5" x 3" x 11 go TS 5 x 3 x 11 go BETWEEN EACH RIB COLUMN MOUNTING PLATE 4 — 3 x 13 x 3/8" SECTION ROOF PANELS 4 @TRUSS (2) 5/8" BOLTS COLUMN TOP PLATE 1 " 1 3 3 �-- 114" 1 " 42 x 134 x8 COLUMN TS 4" x 4" x 3/16" #12/14 — 1 TEK/2 SCREWS BETWEEN EACH RIB2 SECTION — COLUMN x 2 . "J" CHANNEL EAVE TRIM ® TENSION MEMBER FASTENED TO PANEL ENDS WITH #12/14 — 1 " TEK/2 SCREWS @ EACH RIB Cq 0 U oy b t; TENSION MEMBER ac No. 045618, �" a �, TS 5" x 3" x 11 go Exp. . 31, 1998 c1�9 CIVIL �� a OCCR0 SHEET 5 SECTION — ROOF PANELS 4 @ TENSION MEMBER 3 338 DLJ t W 1 (Y- 0 Y® L) v COMPRESSION RING METAL ROOF PANELcy- -� Q / / Y i I TENSION MEMBER = " ROOF SECTION A-A I I N.T.S. TRUSS t3ELOW r— n c*1 TO BEGIN: MARK THE CENTER OF THE cA TENSION RING AND FASTEN PANEL 826 OR 832 FIRST. CENTER OF THE z END RI5 LINES UP OVER CENTER OF X� r4 TENSION MEM5ER 3 v a J A i - TENSION MEMBER BELOW Z m r ul J N 4 ROOF PANEL NO. Q r 833 826 829 631 U OR OR OR OR U 621 632 830 828 i � i 5 I 3 L J ROOF PANEL PLAN No. 045618 U 3/4' = I -0 * Exp. c. 31, 1998 AP 9 crVI� PANEL OVERLAP ��Of CA�� N.T.S. `%l FASTENER SCHEDULE N.T.S. PANELS 826 829 831 < 633 C O OVERLAP TO THE RIGHT � p FASTENER SCHEDULE * TRUSSES 0- PANELS 821, 828, 830 4 832 OVERLAP TO THE LEFT a FASTENER SCHEDULE * TENSION MEMBERS a s a ALL ROOFING SCREWS ARE ` SHEET 012/14x1" SELF-TAPPING TEK/2 GASKET HEAD SCREWS. 4I a p���� ` 37 3f� �, 1 ,516 r PRE-FORMED PEAK CAP No. pa„iaio" Date FASTENED TO ROOF PANELS A ADDED DETAIL 5.REV SEC 4 9/23/96 RLR �� WITH 014 x 1 1/2 COLORED 11 ONE-STEP SCREWS t► EACH ® w RIB. i k3 9 ROOF PANEL - COMPRESSION TUBE RIDGE CAP PANEL END GAP i 012/14 - V TEK/2 SCREWS (COLOR INSIDE) r i ! \ 0 EACH RIB RIVET TO RI55 i i 1012/14 - 1 TEK/2 SCREWS TRUSS ice- ' _� _ TRUSS - BETWEEN EACH RIB 1 SECTION G TRUSS COMPRESSION RING COVER4 N.T.S. 0 m POP RIVET TO BOTTOM OF TUBE r- SECTION ROOF PANELS =' 4 im COMPRESSION RING N.T.S. g � Q z O � � � A RIDGE CAPPANEL CA U 012/14 - V TEK/2 SCREWS (COLOR NDSIDE)P z is EACH RIS RIVET TO RIBS U a0 lu z 0 d Q QC 2 SECTION -9 EAVE �4 N.T.S. SPLICE PLATE -i (RAW GALVANIZED) J CHANNEL CORNER CAP 012/14 - V TEK/2 SCREWS — FAINTED SAME AS ROOF cA BETWEEN EACH RIS w b z 4 DETAIL g CORNER ROOF PANEL a �- 4 N.T.S. 012/14-1" TEK/2 SCREWS g RIBS R it A Ntu o TEN51ON MEMBER " 9 o NOTE: REMOVE PLASTIC ON ALL TRIM "J" CHANNEL TRIM y a BEFORE INSTALLATION. (COLOR OUTSIDE) a ' o N0. 5618 a Exp. .31, 1"8 * c SHEET 3 SECTION 'ED EAVE CIV11. 4 N.T.S. F a - j - N � 1. • � • YOLINGS p�gx x CANYOt ROmlller .71/ J4 9 Ai TlN riot/ S. fw SHEET REFERENCE MAP NORTH b cow-uqc i 4t/-m ' a f -oc l b 59uTP7611I L cgs 1 loll) a me w"ev epo-�- ! i 7 a "TF-.,^-I 1. C"T yr,. H 696N1-Tr-1 x.11.4 Pr-IL S1 - Wf4J - G�, CXDI� P50,0sf- a F-CSt44 Slwgro- L-I3 ii 1Q V1cpTSG APPRbX• C4J, FT 51zF- lxr�e; j ezo>I 1�, s, - i i,-J o F�>. G, �ibpr- T"L- GTYP, LIMIT OF WOR wmw� MWAWAIWA— -- - — — ----/-- TRACT 13566-2 of CowM N q� CCLU W A ' le •�' l`� N 14 I t 1 4 it 4mw W , ■ 1� 10 � �� t8 ■iliWl ■�i�iiliil�it<tiiiti liiitii111iit1•itil iii/t�������������t��������ilifuiiii ■i/i• ilii/>ttr/Ut11!!/illi iittii iiil ■it itii>•iiliii.iiiiiiliiii)i�>f�������■ ♦.• jg ■ 0je I 20 8 2 R I(9/ 8 Ib ♦ ,� ■ IT �o I I�' sl s 9� q� 5 5 lo' lo' S' ♦♦ S�,titi ■ PSG ■ YOUNGS CANYON ROAD �. z 0 16+00 17+00 18+00 19+00 20+00 X ■ U ■ 1 0 41155 1. 4L irr sip 5 zo / .t TPS J ?r)d�1. Ft:�-JC.- (,T'T?,) ■ 1 1 12 K �° 16 24 .01 ■ N _ Is CITY DESCRIPTION OF REVISION DATE APPROVED - IOF WORK7, � m WALI, GTS N C10-jC-pCTC- S1 14- �� q CIT_ Y OF RANCHO CUCAMONGA 1 ,s✓ P e rte- P L 13 24r To 7T CONSTRUCTION PLAN 1 �T L164T per- FOR YOU14GS CANYON. ROAD TRACT 13566-2 TMP HOMES _ d VEw �� ` c�.i (-7rP,) 2w APPROVED BY: , � DATE: r' r LIMIT L-13 Cl'� 5 S W' RouLt :� CITY ENGINEER RC.E N0. 24953 �.,.,�. Scale DESIGN � ._ > RECOMMENDED MENDED YQ s 1/1_20 f/ urtDSCAr,ARCHn[Divac.:ND%AfQ.r:G �•� �I --- ISO A'e,,port Cewer Dm e,$hire]IO f't Af-4TLP AREAS L-13 , DRAWN Yui A'� �o„�«u:.c� s?61;o SHEET p��-—{- �/��.;��► �t,4-i�.'i r dw.,rror:K,:,,.t:�.,:,e 1276i L 2 ARJPGENT To ”[1T�/1 1 (%I✓)644-93:0 !ac(71J)6✓4-3➢6 OF A E+Oi.iN.A,,Y (TYP? 6_U 961CHECKED R.C.E. NO DRAWING NO. V 1 DATE FILE NO PROJECT SHEET # OF ?8 N /V X43 V4De)a GNP)- YOU Gs CANYON ADx. l R3! 04 Y 9 n P4�/6P1�/ CSP +�ll'T� CCPj�I.� CTYP �ine'j� WAIS �.TTr It f' SHEET REFERENCE MAP TRACT 13566 NORTH 6 5 4 3 2 I OEM 4i, �N • rrrrrrrr�rrrrr�r■■ `' a ■rr>.r ■ i• 8 8 t b .1 r L— utrsti■ �r I t ■ N N •t. 1� 1 L 7ti� I I ' I , 8, ■ Z 241 $' b' 121 9' ZS I i , i 1 ■ `�' . G Z1 2 �o 7 2'L Za 22 a 141 y' 2�1 8 13 -7' ■ a � Lie%&-fTYOUNGS OF ■ Ute, - CANYON OF ROAD ■ w V — — 11+00 14+00 I ■ w Q ' , 12+00 13+00 15+00 Z 5� 10` 1 10` 6 lo` I Ic1 5 5' I , ■ I IOC Io ��' ■ 10 ci . • . . :;. _� Ira I � 0 Win■ ■ I I I I 19 20 21 22 23 qrReel l,l Pep- G,Er• Ply G Coke,,P-s� oe!sbef - -a TILT Pia. QO*&+e5 �"p) — rD '\ EM �sTN A*. (� Oti! lJ 11. , TRACT 13566-2 - -Tyr 1�0 P.�N i 0 b.c. ��. C-Ueq 149'+ 1 "Thal L �S- CTYP) a v6f11oM4b:;sb C::F&A . rrGr 'i"t✓ Cir p L'✓ 1. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA __ CONSTRUCTION PLAN • s � FOR YOUNGS CANYON ROAD c r TRACT 13566-2 TMP HOMES- APPROVED BY: , DATEI�`�' CITY ENGINEER RC.E N(0. 24953 Scale DESIGN 1 s ► -r E s G A r E RECOMMENDED 1//=20/ 11_ L t�DSCAPE AP.CIirtEC VR:AND°u;+r:rdG `J'V, DRAWN 1dOneurorrCou926e,Svnr?IO v 7(7I _ nt„yo.� .1•t 9:660 S H E E T (71•)614-93;0 F•ac(%14)644-9196 L 3 OF CHECKED DRAWING N0. R.C.E. NO 96-016 � J6-016 DATE FILE NO �v PROJECT SHEET # OF 38 : r SECTION - CUCAMONGA �, �FIC� .0' 'Wa2itv " Hyl CREEKS IDE ® ypo�D�� in -\Q M '� A+4D �-F p PQDN�N N �„ '� PARK I IW TE I'HT _ - 1N f.Rh1� Vz ®VZ ��NHI� � la'u. 4. �,,$,TmDL,6IHT Nw� > C7CPN�I��ION �' ��/6• 4I — �•, ®14"NHtTE CORCa'fL � 1 � 3!I 1rs 7 INb]vlbtY.l� bl6�l�- - 1 r s�p � I - s PLAN VIEW ®��rT>=.raw - � ,.• J � �� _ pls -Oo• �, IIIjFG I , i SHEET REFERENCE MAP Pu vf}tt� i � .� • i ®P � ELEVATION i•. •.�t�yo T s_ �� NORTH TRAIL MAP ! _ — ELEVATION _ �. - ---- - - f b �U�TP-o +-1 'IR'-'.e✓ -- 4, III 41 _ �, , N ' Ra oN MAP INDIVIDUAL SIGNS A (� ���-�,a� x MP I TRAIL SIGNAGE A I x N , I I I Pyo G PES INN MIN. I%, PAYL (er IWADE C/.E. G GO G SI1 12 Z o 64Ti�II� r.- 'Polo r .1- � FFA �- -rc�-��. ri ' � U4• � GDtV`/, f IPS•fTtI I►�}� ��- p E W �C!�D SHoQ Dc11NCvS Afp'4 8Y GR`f ?b AxcomeAmY Zkese NS 14 o. '. �� ►'v/ ��` \ I GOLcfk Tc �F ' I rvIZEgT CtR�E N 1 ow �° IIS tii 1000� 4 ev 11. r, �. � _ K , pIGtJ�� T1P.�I.E 6,,, 611.1 ICS-mac NIC - rA -L67 °. 'p i; I Q n / i i ca- - nCO - , , v �( s` SOY •T I 16 LLY'P� ll I--)dE�'� C%/ ` 1•�e-iI C-4�— T t— = 4-M .♦ � y =-w2:• Si� ,s`L = +'moi HITCHING RAIL B - - - ,,� _--- pp-I�.-•tk+IJ� F�J�1'�►i til �� +�So� ti � , titin',♦ R AD Qypuy 94-r [_-� 9 f 3 YOUNGS CANYON �- MIS 4 pI Lt-PI W/Cot E^-rE FTta.PCR FG� .♦ c t � L-4 Ca1JL.l�'T 7o WAIIII - SOPrvl Y • . - (�-)70N*gyp �,�,.� � -�.•�.�`� 5��''_ +E T�D-3 �E SN�rT L. •8 - . Z)VI W01 E-41W FI ,N _IaJgT�RER W�HERS "LITTLE 4brnvnl ' opGL 4K. W1NUTIJRINC�, IMG. PLUME PER MK�s 5P6 .I I I f- r� L- FOIR AL*, STem PIP CITY suPT�ir �. ,� DESCRIPTION OF REVISION DATE APPROVED PC.c, @ 9 CIG. W/s�pP147PRVkTE 912 ED PIPE, �A-AMPS. -`: �a CITY OF RANCHO CUCAMONGA CONSTRUCTION PLAN FOR YOUNGS CANYON ROAD uliuiilii� iui� -- III �,.,•b '' , TRACT 13566-2 - c �• 'STP. F-00 �N Pl 66Uft VACIUL M O;r4KC'A TMP HOMES - viepz J&160 j) ON AR,1,4 CMIJ-f SHmL-rL'R PbGr MINIM1tH-IZ" HIC;NER THAN Ct�RINKINCI Fo1-INTAIN• 5UPFLY PIPE AeM-r— APPROVED 8Y: % ' - DATE: AP ZH D O Po�uq 8' o eTEFL- p P>a.IN•r PIPIy ro-hA�� sH�t-TSR �oLoR. CITY ENGINEER �� RC.E N . 24953 Scale DESIGN <1�� 5; 1 r e s c A r u RECOMMENDED 1„=20) v*�- /f'�� uosc.;re:PGUIEC�UR°HKD°u: arG � /J -7-10-V G DRAWN — 150KruparfCewerD,ire,Smle?!0 - ” ,\'cuywrr Jracir,GI 92660 SHEET �.... , 3- L- 4 15 I (i)d)644-9370 Fac(%!J)6JJ-9396 C'F EQUESTRIAN DRINKING FOUNTAIN C CHECKED DRAWING N0. mar Q 0 R.C.E. NO— EQUESTRIAN l6—x/16 DATE FILE NO � L• PROJECT SHEET # ail OF 3 8 } i 5�y5 eve, ixg PvI RAK. :•�. G Cox Co C.o1G' t� L � �' L � ,�, E�,l�,'��.I�! �I 1. • ey, G CowGRa`T- MUNTIN6 BRAdKET tt__ ''..,, H F-^PC R J fE DETNI L 13 Y>�►RIIP� LIALV rCileopt- f o5-r FINISH G V,^VF- o. . 't.WL._ ix 1"11x: cess sLoE!L. r6k ri I` W 1 I 1 r ).a Tto►� 14-4W rye, rcnr 0 . • . •• �•: . . •Q� 1 a.' m zvs�r -t11t� r'Nr�-�vst AMD Illy .,fo g IIIA I� 4—r0 ,b�T TH A r A4 Ow ALL. , ►�f�,is+a I. E:o','1P�� 6��Nt'f� Stiff LV rtN�lf 6►f�DL� b'x�,'�cr�»�e ++��R Iso C.DH PACrAO 'f0 90'I• . �r•'tl►JIMUH Va�IBi �. . sem` � VI19 TWD U FT: WM4 1AA#20 OEtorP�,Ev coN�. rao �c, w�R mm TIML ``o �' ' .�' ,' `` fbST. L1 Pl.�►•l, ,�I IG011�T. pt, l ;� T'a'w• � ; •i� • :• 1 _ . • COTE, 1 • GHzP DRQ IQ64, r��- Fp✓J�L EOUE STRiAN TRAIL 1 Q G IT( � t.�►-1 C�sc�+{ 1�ec> I, AIL EQUESTRIAN TRAIL FENCE B EQUESTRIAN TRAIL. STEP THROUGH CCA EQUESTRIAN TRAM. (SECTION) D DECOMPOSED GRANITE TR A EQU _ 11 r— A `I' HII Inc. OUNTING p oligo n a division of ♦!'. H. Porter, nc. � The structure shall be square. The side ofthe POLIGON SQ12-2H M shall be 12'firm tip of The column shall be long enough to extend 24"into the ground.They shall be anchored in 20" ! OJT-TO-OLrr COLtrtw cave t0 tip of lave. The height below the tension ring shall be 7'-0". The area under roof shall be diameter hole filled with concrete. 4240 N. 136th Ave. Holland,Michigan 49424 r0'E5 .phone: 616-399-1963 fax:616-399-9123 144 square feet. PRF-EN RFn pA .A . FINAL T.G.rTENING,L*E TURN OF WuT M-rWOD• The POLIGON SQ12-2H M shall be a and fabricated that shall include the T14t1S5 BELOW S A SPUD up;M>ZH.T*s-'TEN AS M.;--•r AS Tt SON tit ER ROOF PITCH " pre-fabricated WITW A NO2'1AL MAv'S ST EWAT"I The roof pitch shall be 6:12,rising from each side to a point in the center. structural franc,panelized roof,fasteners,trim and installation instructions. The structure shall AN _XTENSION,TC%WTer ay ADDITIONAL **SPECIFICATIONS•* / i� TURN. % *POLIGON SQUARE 12* be shipped in a knocked down manner for minimum shipping charges. DO NOT SET COL.LMS BEFOF / \ 4 ASSET-IBLw4G-FKTIFE FRAME. COr.r-RESS!ON FUSS � COLUMN MODEL WITH HIP ROOF COLUMNS shall be 4"x 4"structural steel tubes. There shall be two columns. BUILDING CODE A550"BLE FRAME COr ETELY ALL STEEL Building codes vary widely in the USA. W.H.Potter,Inc.has attempted to design within most / \ 3 BE= � SETTING COLUMNS, The COMPRESSION RING shall be formed from 3/16"steel plates. common codes. It is the owner's responsibility to ebeck with code officials to see that the FASTENERS ALL COLTS WED FOR STR IJGTURAL. �� � GENERAT. structure conforms. Consult W.H.Porter,Inc.for specific design information that can assist in C0,4-Zr-TIONS ARF A57-1 A325. DO NOT The structure shall be a POLIGON SQ12-2H M manufactured by W.H.Potter,Inc.of Holland, obtaining code approval. Certified stamped engineering drawings will be supplied upon request SU95TITUTE WITH A LESSER GIFADE. Mlchi aa. It shall be deli Cd 1n strict accordance with the Uniform Building Code CtIIrent BEAMS and EAVE STRUTS shall be structural steel shapes. / 1 IN5-E:TION OF HtGw ST7�l4riTH t3ClTkiG g gn "+•+6 ( forafee. / \ &OR ON t•P 15M BELOW i RE�}UIRED PER G►4APTER L9 CF Tl E edition)using a minimum Snow Load of 30 psf,a minimum Wind Load based on a 90 mph wind LNIFOM-1 BUILDING CODE t?9A EDITIOPL ROOF SYSTEM F!NI$iJ-. STANDARD FR 4"tE IS PR1i f PAIr(TED ONLY• TSS`' speed and a Seismic(carthquakc)Load based on Zone 4. (Consult factory if heavier loads are ROOF PANELS for the POLIGON / FNt 5,4 T SE FIZD FI-4-E 15D RI TIP AINT WrTi••1 required.) SQ12-2H M shall be 24 gauge painted galvanized roof / FIAT E TO E AND FI LABOR rE OTt TWE decking with 1-1/4"high ribs 12"on center. They shall be precut into panels 3'wide by length Ali structural framing of the POLIGON SQ12-2H M shall be steel tubes,struchaal steel from cave to ridge. Angles shall be precut Ribs shall run with the pitch of the roof for props drainage. fa00F PANEL NO sections with cover plates,or sheet metal to form a clean,neat appearance and no place for bird � nesting. Since all cotmections will bolt together,field welding shall not be required Botts shall pante and g trim shall be pre-painted with a Kynar 500 paint system to a color selected be concealed within the tubing where possible. from the standard color chart. /'�93�3 816 829 OR OR All steelmembers of the POLIGON SQ12-2H M shall be designed in strict accordance with the A complete TRIM PACKAGE shall be supplied. Unless otherwise specified,trim parts shall be / 8?l 831 83D 828 \ requirements of the"American Institute of Steel Construction"(AISC)Specifications and the 26 gauge painted galvanized steel. "American Iron and Steel Institute"(AISI)Specifications for Cold Formed Members. ~ All structural field connections othe f POLIGON SQ12-2H M shall designed and made with Ridge trim shall be as follows: be PANEL END CAPS shall bi piebent to a"U"shape to fit over ridge end of roof panels. 3 z Fx -_-i j High Strength bolted connections using ASTM A325 structural bolts. The inside of the"U"shall match the roof color. i ! RIDGE CAPS shall be preformed metal strips with a single central bend to match the All shop welded connections of the POLIGON SQ12 ZH M shall be designed and made in strict A •• T T " roof�A preformed metal ROOF CAP shall be supplied. L� . They shall be hemmed on the sides. accordance with the requirementi of the"American Welding Society"(AWS)Specifications. r+y Structural welds shall be made in compliance with the requirements of the Prequalified"welded joints where applicable and"Special"welded joints developed by W.H.Porter,Inc.(tested and roc certified in accordance with AWSrequirements). All"Special"welded joint procedures are the Eave trim shall be as follows:shall be shaped like a" J"with ROOT` PANEL Pi_IAM t FouroATION property of and for the exclusive use by W.H.Porter,Inc. J proved around 20 gauge galvanized cum ".)"channel shall be appliedall a1lored metal on the outside theeavwrapped e W I I strengthen and straighten the cave. The steel frame of the POLIGON SQ12-2H M shall be prime painted with a rust inhibitive SAVE SPLICE CHANNELS shall be provided to fit behind"J"channel butt joints to modified alkyd primer according to Steel Structures Painting Council(SSPC-SP2)as outlined in and a straight eave line. LOADS TO 1+OtrpATla?4(KIPS.M.KJPSI FE.cT+cw 1 i AISC 6.5. The frame shall be finish painted in the field with a weather resistant paint,supplied Q�te sS SPEat CIAL"I"CHANNEL ORNER TRIM shall be provided which fits over the main LOAD CCMNATION AXIAL(T�1 &4e-AA 0111 &*AR(ftJ MC1" (-1:) '•Or�T(�I ! � and applied by the contractor. *J"J channel to simplify final detailing of corners. i DEAD .LIVe •riy-r�r o .r.pA o .20/•o I .0140 -X •r Lµ/•LX V-}� d•O] •J.90/-10 •A/.O I 1 . DEAD .INP-0 -Z doer-ro a -x o .2e6/•0 �II 12' SWAIM -- - I 1 _ DEAD .LIVE .&leap .X .I.M..uT .J.pt ./.d .!e •O/.JO I I _ _ NOTES- rsFe oJac saR�-r-sr esmryr r EDGE OF OvrR,4A14G DES404 OF FOLMArION TO BE P£3V10M0'ED BT A04 E)459 Ft OR ARCjAltECT. TW*DR*jw,15 NOT INTETOED Alt A P0-NVAT%04 pES[!t IT IS SLVmrTTED AS A 1 TO KN""ELM 1O' cr1NNO"AND A14cxioR BOLT LOCATkDN6 OUT-TO-OUT COLL"* M&NLLS A1-• TO CE SPECF&D,Cpa•,L;LT FACTORY fOR FWV19W TO 5EGM: MARK THE CENTER OF Ti$ $LAD Pfl-"kC - TENSION RMG AND FASTEN PAWL coLtr-*t corcF:?—=TE FOOTING 826 OR 831 FIRST, CENTER OF TWE T ! END RIB LINES W OVER CENTER OF / 0, / TENSION MEMBER DO NOT SET COLLI" DEFORE CITY A55EMML WI EXT FRArtE. DESCRIPTION OF REVISION DATE APPROVED 't► t1TA. SSEMEM-E FFZAME CC"=11-ETELY BEFORE 5E-TTrW-x COt..U-VS. C4MPf•2ESSION RING METAL ROOF PANEL J/ F„OTEMM .rwsWS CITY OF RANCHO CUCAMONG CONSTRUCTION DETAILS TEN*StON fhEMBER FA6TIR edEnuLe •Tt7Hbtt9►t T• stRcs FOR ` YOUNGS CANYON ROAD ROOF SECTION A-AALL reooFtNc. scrue AtiE PANEL oyElls..AP N-Ts �I . "xl*tt L.F-TAF"V,* TlKl1 t KT.s. TRACT 13566-2 a�T NFAD T PANELS 826, &M831 . >s33 2M TMP HOMES OVERLAP TO THE R1CTWT + - ;t f7 APPROVED BY: DATE 2� 1 s * * CITY ENGINEER, RCE. LA0. 2 95 NOTE: Fa PANELS a a aim 63 -- OVERLAP TO THE LEFT 4 f� ••MIN DESIGN � r r e �4c n r � y RECOMMENDED CALCULATIONS '� D FOOTING G CAL CUL waoscMa A�rtwle�o num STRUCTURAL ENGINEERING AN O I'.b•xD• DIA trG,}IJCf�Tfi FOOrr►�cS wl HU$T BE AT SAME ELEVATION _ 1QOA4„1•e.cCemt�D.frt.s.Inl10 FOR SHELTER STRUCTURE PER SEPARATE PACKAGEoF SNoQ tVRA► rVs, P.S.DIA •� DRAWN N,-Mlf H,vck C.4 )2660 SHEET WITH 14ES� L.,aMS AT 9VZMIT ISSUMCE . F1tN b14)444h.•.,.t,...»114) 0 1782 WH f C N ARE R-�rJ IR�ED 'Ta � Su6Mt�D P •� • L=5--OF-15— CHECKED iJ!-)JTO Fac(T1JJ fJJ-!3)i AWING NO R H EAD AT TRAI L H EAD E 96-016 CHECKED DATE FILE NO DR �L OVERHEAD R.C.E. NO PROJECT SHEET # g-�A OF 38__ ( ADJUSTMEN"I' OIi' SYSITNI IRRIGATION LEGEND he Contractor shall adjust (lie system prior to final cONT1.1grev c iew by the City m Inspector. Adjustments ^' shall inclucle, but are not necessarily limited to [lie following `w 1. Adjust all sprinkler heads and v;1h'cs for optinunn perfonnancc and to prevent system from SYMBOL MFG. MODEL# DESCRIPTION RADIUS ARC CPM PSI DET.# ovcrpressurization, as wall as l0 avoid ovcrspray onto walks roadivaps and buildings. Q RAINBIRD 1812-SAM-PRS-SH-B 1/2 STREAM BUBBLER 5' BUB 1.00 30 8 P.O.U. POINT OF CONNECTION -(SEE PLAN FOR SPECIFIC INFORMATION �NGS r YOUt�F CAN YO t ROA Scgncnce of A(ljustntenl: D RAINBIRD 1812-SAM-PRS-SQ-FLT FLAT SHRUB HEAD 8' 90 .39 30 8 �� �� CLASS 315 PVC PRESSURE SUPPLY LINES-2"&LARGER(SIZE NOTED) 1 s ► ;# I[. RAINBIRD 1812-SAM-PRS-8H-FLT FLAT SHRUB HEAD 8' ISO .79 30 8 a SCH.40 PVC PRESSURE SUPPLYLINES-1-1/2" &SMALLER(SIZE NOTED) _r4 0 9 RAINBIRD 1812-SARI-PRS-8VAN-FLT FLAT SHRUB HEAD 8' VARIES VARIES 30 8 SCH.40 PVC NON-PItESSURlr. LA'fF.R:\I, LINIiS(SIZE NOTED) _ X &9rVrVTA30V A"w A. If a master regulator i- used, [he Iargest remote control valve shall be tulle(on, One Per RAINBIRD 1812-SAM-PRS-IOQ-LA SM. SHRUB HEAD 10' 90 .39 30 8 _ each conUoller being served Of one Sourcc of supply. Regulator Shall then be adjusted to ____ __ SCH.40 PVC MAIN AND LATERAL LINE SLEEVE 2X DIAMETER OF PIPE i• - / litiilii111 m downstream picSSure.IS doted on plait. if this i)rOVCS to be grcalcr or less 0 RAINBIRD 1812-SAM-PRS-1011-LA SM. SHRUB HEAD 18' ISO .79 30 8 �-� SCH.40 PVC WIRE CON1)UIT than required, (lie regulation shall be adjusted accordingl),. 46 RAINBIRD 1812-SATl-PRS-10VAN-LA SM. SHRUB HEAD 10' VARIES VARIES 30 8 s",pl) AUTOMATIC CONTROLLER LOCATIONS-CALSENSE ET-1-DR W/ANT-1 ANTENNAE PORT 1 16 RAINBIRD 1812-SAI1I-PRS-12Q STD. SHRUB HEAD 12' 90 .65 30 8 V (SEE PLAN FOR LOCATION). MOUNT CONTROLLER IN A SB-244SS/120V STRONG BOX ENCLOSURE. , SHEET REFERENCE MAP B. Individual sectional valves shall be adjusted by llu'Oltl111g valve stents to mininnun 0 RAINBIRD 1812-SAM-PRS-1211 STD. SHRUB HEAD 12' ISO 1.30 30 8 REMOTE CONTROL VALVE - RAINBIRD EFB-CP-PFS-B SERIES 3 pressure required for optimum operation (no misting of spray). If more than one ® RAINBIRD 1812-SATI-PRS-121-' STD. SHRUB HEAD 12' 360 2.60 30 8 QUICK COUPLER - RA INIII RD 33 D.N� (MAX. 150' O.C.) S controller serves all mca, adjtrSImcrtt lutist Lie performed with the largest valve RAINBIRD 1812-SATI-PRS-12NSTD. SHRUB HEAD 12' VARIES VARIES 30 8 BACKFLOW PREVENTER - FEB('O 8251'-A. INSTALL IN A SBBC-45AL BACKFLOW FREVENTER 7 NORTH operating off each coutiollcr. If pressure reducing type valves are used, allach pressure RAINBIRD 1812-SATI-PRS-15Q STD. SHRUB HEAD 15' 90 .95 30 8 e STRONG BOX ENCLOSURE gauge to valve aid reduce pressure for optimum operating condition. 'flus is t0 be RAINBIRD 1812-SATI-PRS-1511 STD. SHRUB HEAD 15' ISO 1.85 30 8 04 GATE VALVE -WATT SERIES 403RT-RW (LINE SIZE) rcl)eatcd for cacti systclll. RAINBIRD 1812-SATI-PRS-15\':\N STD. SHRUB HEAD 15' VARIES VARIES 30 8 PRESSURE REGULATOR- WILKINS 51111 SERIES 7 Ql RAINBIRD 1812-SA.%1-PRS-151•:S'I' POP-UP STRIP SPRAY 15' 4'X15' .61 30 8 > WATER METER(B1' DF.VE1,011b:R) C. Adjustinciils nitist be made at:t time that actually represents die flow cliar:lcteristics of C RAINWRD 1812-SATI-PRS-I5SST POP-UP STRIP SPRAY 15' 4'X30' 1.21 30 8 the system in normal use(in conjunction wills auy other water used front the same O MASTER CONTROL V: - SL'1'ERIOI(31011 N/O ELECTRIC DIAPHRAGM GLOBE VALVE W/ 2 FLOW SENSOR-Cr\I.SENS?VtiF.22111 Source as (tic inigaiioll). (h TORO 300-12-01 STREAM ROTOR HEAD 16' NOTED VARIES 35 6 ON PLAN INDICATES VALVE NUMBER U. Aflcr all Valves have been adjtislcd, icvic%v the Sysicin further and adjust individual v/ TORO 300-12-93 STREAM ROTOR HEAD 28• NOTED VARIES 35 6 INDICATES CONTROLLER �- heads as required for proper perforulanINDICATES VALVE GPMcc. ON PLAN INDICATES VALVE SI%Ir, E. If flow Monitoring is used, SCC specifications for further instructions. NOTE: CONTRACTOR SHALL COORDINATE \tiro CITY do MANUFACTURER HIS DATES OF INSTALLATION AND SHALL NOTIFY CITY,LANDSCAPF;%It('III•I'I?("1' & MANUFACTURER 48 HRS. IN ADVANCE OF HIS ACTUAL ON-SITE INSTALLATION TIME. F If atter review the City Inspector deterruines nozzle changes or adjustmenls to trajectory of spray or degree of arc arc require(I, the contractor will be responsible for sucli PRESSURE CALCULATIONS adjustments as a part of this comma STATIC PRESSURE MEDIUM ITEM SIZE PSI C. All spray nozzles receiving adjuslntcnl to fit areas under 22 feet for City approval sl►ali INFORMATION SOURCE CUCAMONGA CO. WATER DIST. WATER METER 1 I/2" 5.5' be cquippc(1 suit rain bird PCS screens. PHONE 0 (714) 987-2591 R.P. BACKFLOW DEVICE 2" 12.0 GATE VALVE 2 1/2" .09 WATER METER N 2 MASTER VALVE 2" 2.0 LIMIT OF WORK SIZE: 11/2" PRESSURE REGULATOR 2" 7.0 ILG.L. 1878 MARILINE LOSS 2 1/2" 3.44 ELEVATION REM. C TRACT 13566-2 1476.50 . ONTROL VALVE 2" 401.50 x .433 = 173.89 REMLATERALCOLINE 7.99 FITTINGS LOSS(10%) 76 REM. CONTROL VALVE 25 ELEVATION LOSS 0.00 SIZE 2' TOTAL SYSTEM LOSSES 40.38 IIRRI 3ATION DEMAND 53.0 GPM PRESSURE REQ. AT HEAD: 30.0 TOTAL PRESSURE REQUIRED 70.38 STATIC PRESSURE AVAIL.: 165.0 REG. PRESSURE AVAIL.: (PRE-SET) 90.0 7 RESIDUAL WATER PRESSURE 19.62 ••' /�/ CITY P.ESIDUAL WATER PRESSURE REQUESTED I5-20 I 0 ■ � 1 th llti ® M� o ® i �� PAD 1476.6 / --rizY A`' �.�'r' ,wC�I' II ® y, PAD 1478.4 PAD 1479.3 PAD 1479.7 PAD 1480.7 PAD 1481.3 m""mm""wmi1tittlt>littltl•f��ti�ittl•Itt t11�t1•>I1t�f>•tr ■m"two t■■■■91- ■■■■■■■■t>t>tit■if idt�t>• 111ii>A�llliilBfl[t�>•tiltiltl•t��>•�t•��>It1t>t�■ >ftilt�tit>•tl[1t11tut■1t1.t>Ilul•tit>I>It><>t>•>•■t■ • O _ DIY i I/ �!► !a '►!Y I i4 I�� I l �'� Sig (z Ali Il, i/Z 31d 3i{ 1 li i +i .. ■ I(ti' '0_ U__Tfly ..t. :.; '� / l�1 ►12 b/g b/Y r 2 W 11� Ilti t(1. 3/� s� , A t ► X14- 3/4 1 2 I r . �/I Li • r f - - - - - - - - - - - - - - - - - - - - G AP/ I I i 1� Ilti Y yj/4 ply 111 ,J, b14 T 31� r / ¢ I t! ' I/a .% 62 Jy O• ■ �^�. 2.. 43.0 � 2" 44.3 I i N!6` I I ID ��♦ 5�,��,tti � w ■ ` I I •o \L1 �• �ti� ■ ll �r w ■ I I G��l�� ■ YOUNGS CANYON ROAD a ■ 16+00 17+00 � j 18+00 19+00 20+00 ■ I H ■ 4• ■ ■ 2� I ; ,c'�`� 1 Z 3 ■ 2" 3�.0 I 2" 3�,2 2'' 4�, - ve 21� • II 3�r i/y tk 111 M I� il, 3w /t✓ I sy,4 el r/� r/r, �h. aid ;/f s) Ih n 11,'4 - - - - p- -p-p -p- - �.;: - -p--r p•�-p-p- -+- -p-p -�-- - - - �1'L i 31g t/1 � � I'iK b/ 3 I(,. 1/Y ..;:;'�';�•. ,/L b/r syr 11� 3'4- �y yz lr�t i i � � \� / Ill i J•r, '12 yi'�'4 �r 314 t I I I'�tl I '�/+ y'i uL �/t t� o ' 2 i11. --�- Q+ o-o- o l7 - _ _ - _ - Lr 07 0 PAD 1470.3 '!� 11ti 0 I IlL �� P.O.C. INFORMATION PAD 1473.5 I O A Meter Size: 1 1/2" 1l+ t za IIr4 U� 111 yt 1 s/4�ti Type of Water: Potable -- I -F- Static Pressure: 165 p.s.i. CITY NOTE: LOCATE 1/2 STREAM BUBBLERS IN DESCRIPTION OF REVISION DATE TNISPLANTED'A�tl✓A ALONG EDGE ���� �� Source @ C.C.W.D.: Russell Silva, Engineering Tech. '► APPROVED OF EQUESTRIAN TRAIL ' OF WORK 1 Date Data Obtained: Au�ust 4, 1997 - I ' I Pak Demand:_ h � CITY OF RANCHO CUCAMONGA 2 ° « �� 4 9 AUTOMATIC CONTROLLER A99. IRRIGATION PLAN . � .6{; -'�- 24 STATIONS VALVE AREA CALLS * FOR INDEPENDENT 115V/60CYC/2 ATIP ELFUTRIC CIRCUIT YOUNGS CANYON. ROAD TO BE PROVIDED BY DEVELOPER. _ - - I - � rE TRACT 13566-2 NOTE: LOCATE 1%2 STREAM`BUBBLERS IN 1 1 EXACT LOCATION TO BE DETERMINED IN FIELD. WITH 1 846 OFC o ' c1ry PgRSen1NEL� ON" PAPto j 1IC_9F 1004 IS 2 2,000 � TMP HOMES THIS PLANTEI) AREA ALONG EDGE z ` ' vEF�tFt!✓D. 3 636 F SIDEWALK ' g 580 APPROVED BY: r low DATE: WATER METER SIZE: 1 1/2" 9 840 7 / SERVICE LINE SIZE: 2" 10 924 CITY ENGINEER f• R.C.E. NO. 24953 LIMIT ELEVATION: 1476.51) 11 84 '" Scale DESIGN > , e s ,� I> ; RECOMMENDED STATIC PRESSURE: 165 PSI i� 12 882 // / r(�f w,�sc�rnFcr�necwa_.:r�oFU.ra<.;:c PJ I REGULATED PRESSURE: 'ill PSI 13 1 720 1 20 ,,-Y-, � (/ _ /80 Neuporr Ceme,e,Drive.Sure 210 BACKFLOW UNIT SIZE: 2" 14 1,720 DRAWN `��_��� ,, Ne o"Ilkcch.CA ►z 0 SHEET TYPE: REDUCED PRESSURE 27 1,456 T L MAX. IRR. DEMAND: �.o GPM 28 340 ' t (71-1)644-99,0 Fat(714)644-9396 - 6 OF CHECKED DRAWING NO. 96-016 R.G.E. NO GATE FILE NO J PROJECT SHEET # -;Z3 OF 38 r i�- N � - s . 1 � e � • s * • VOUNGS , L, yj. CANYGN - Y • RLTENTiIdY �1lsM► SHEET REFERENCE MAP TRACT 13566 ' NORTH 6 I 4 5 3 2 I i I 2' 36-I I 70 Ivti 2�•S 1, �,-� /Z—O\ \L�i/32'9 \L/y z6. PAD 1482.2 PAD 1480.7 PAD 1479.8 I PAD 1478.6 /� 3,4 3/ •— PAD 1477.9 t- CC) —ITmeowwas �- -- - — rJ— • • *4 Y �/4 + 3 I z •fit" ■NA1ra�s1 �:�,►:;,.• �/r 2 11,(� 1 � I ! � � 12 siq11/� • --� • i 7-- • • • • • � ■ L I 14 Li iv f � i ■ •. 1 / 1 f k I - 3 a- / 2 l 1 1 / I 2 C1 1 ri I Iti 1 3 t i •� t I - t I ti w •I t i G t� M s --,r— I �r 1 ti :,• ,.112• :IJ�.:,�. 1 I 1 I q ■ 1 .. 1 ti - - —T I / I � y I 1 'L li v I •I Z / t ti I 1 / --� 3 f 1 / 1 D / r I / w 4' 1r I 1 I I 1 •i I V I •1 I_ r y. / 1 Z 1 I 'v 1 f� •Y _ r t ■ t:.:e: a Iv .t_ .Y.r .•.�•• 1• l 4 A --- - - -- - - - - - - - - - - - - -- - _ -__ - - - _ -- - -- _— - - - -- - - - - - - - - - _ - — — - - _- - - - _ - --- _- - - -- - - - _ -- -. - - ---_-- -- _ - -- --_ -11I — ■ 24 YOUNG • CANYON ROAD ■_ ■ CA 11+pp 1 w 14+00 15+00 ■ 12+00 13+00 � ■ a 111 - - .ltd' —_ ■ � flti f11 Z 112 I� �/4 X14 �►l4 3/f 1 1/Z -�/� I - - - - - -- - - - - - - - - - - - -'J' --1 i- - - -IJ?-- - - - -- + a �!t 6 f - - - - -,II -)-1/ -- _ O D 3/ - D- i11 - --- -- -= D .. ... D--0�0 III ';/r 3� ( � r I/� Iii 1�1. 3/{- �4- I -I �V� I I �/4' 324 Il'1- r/�. JIL 112 ��/4 �a, 3/4 j_ �1,�' 1a't�- '�✓� '��q 11�- U2 �1'� ►f a. X5/4 Z/ I I�+/4 1 1 /4 IIS' 11 rr / �Ik I II/ ■ r o-0—o-0—e-0_ 1 +,�,y 117. f L I►, t�l �/. s,r 1 1 Uh. I�. 1/♦ ° o o—o— o—o—o—o—o—o-0 0 0- 0 0-0 0 E) (2 �Iq o—o— a .—• o o—o 0 0—^— o—o—o—o o—a—o—o— —0—�-0 —o—o— _3I (B-0-0145 AD 1474.2MENNEN wwwwwwwwwwwww WE MEOW mum Nowwwwwwwo won � it ■ PAD 1473.0 PAD 1472.7 PAD 1471.8 PAD 1471.3 ■ ZZ NOS: LOCATE'I/2 STREAM BUBBLERS IN NOTCA'T' E: LOE U2 STREAM BUBBLERS I1V I 2 'rNIS PLANTED AREA ALONG EDGE p THIS PLANTED AREA ALONG EDGE 2'�� �J� �OF EQUESTRIAN TRAIL I O OF EQUESTRIAN TRAILI 21 I I rr3 za- IVti" 19 21 20 22 23 TRACT 13566-2 IRRIGATION LEGEND SYMBOL MFG. MODEL# DESCRIPTION RADIUS ARC GPM PSI DET.P O RAINSTRD 1812-SAM-PRS-5H-B 1/2 STREAM BUBBLER 5' BUB 1.00 30 8 P.O.Cj. POINT OF CONNECTION -(SEE PIAN FOR SPECIFIC INFORMATION) RAINBIRD 1812-SAM-PRS-RQ-FLT FLAT SHRUB HEAD 8' 90 .39 30 8 _ �� �. CLASS 315 PVC PRESSURE SUPPLY LINES-2"&LARGER(SIZE NOTED) RAINBIRD 1812-SAM-PRS-811-FLT FLAT SHRUB HEAD I. 180 .79 30 8 SCH.40 PVC PRESSURE SUPPLY LINES-1-1/2"&SMALLER(SIZE NOTED) CITY RAINBIRD 1812-S:\1'l-PRS-8\'AN-FL'C FLAT SHRUB HEAD S. VARIES VARIES 30 8 SCH.40 PVC NON-PRESSURE LATERAL LINES(SIZE NOTED) DESCRIPTION OF REVISION DATE APPROVED RAINBIRD 1812-SANT-PRS-IOQ-LA SM. SHRUB HEAD 10' 90 .39 30 8 �91C SCH. 40 PVC MAIN AND LATERAL LINE SLEEVE 2X DIAMETER OF PIPE ORAINBIRD 1812-SAM-PRS-1011-LA SM. SHRUB HEAD 10' ISO .79 30 8 — SCH.40 PVC WIRE CONDUIT y'` Q� CITY OF RANCHO CUCAMONGA 4l RAINBIRD 1812-SAM-PRS-IIIVAN-LA SM. SHRUB HEAD 10' VARIES VARIES 30 8 AUTOMATIC CONTROLLER LOCATIONS-CALSENSE ET-1-DR W/ANT-I ANTENNAE PORT 1 1>r RAINBIRD 1812-SA51-PRS-12Q STD. SHRUB HEAD 12' 90 .65 30 8 (SEE PLAN FOR LOCATION). \I(>l;N'1'CONTROLLER IN A SB-244SS/120V STRONG BOX ENCLOSURE. Q RAINBIRD 1812-SAM-PRS-1211 STD. SHRUB HEAD 12' 180 1.30 30 11 REMOTE CONTROL VALVE - RAINBIRD EFB-CP-PRS-B SERIES 3 VALVE AREA CALC'S IRRIGATION PLAN RAINBIRD 1812-SANT-PRS-12F STD. SHRUB HEAD 12' 360 2.60 30 8 QUICK COUPLER- RAl-,BIRD 33 D.Np.(MAX. 150' O.C.) 5 FOR RAINBIRD 1812-SARI-PRS-12\AN STD. SHRUB HEAD 12' VARIES VARIES 30 8 a BACKFLOW PREVENTER- FEBCO x25Y-A. INSTALL IN A SBBC-45AL BACKFLOW PREVENTER 7 YOUNGS CANYON ROAD 46 RAINBIRD 1812-SARI-PRS-15Q STD. SHRUB HEAD 15' 90 .95 30 8 STRONG BOX ENCLOSURE 15 1,955 0 RAINBIRD 1812-SAM-PRS-1511 STD. SHRUB HEAD 15' 180 1.85 30 8 GATE VALVE-WATT SERIES 44131r-RW 16 1,395 �t ' ko TRACT 13566-2 1111 (LINE SIZE) 17 1,395 �r� Q RAINBIRD 1812-SAM-PRS-15 AN STD. SHRUB HEAD 15' VARIES VARIES 30 8 ® PRESSURE REGULA'T'OR - WILKIN'S 51111 SERIES 7 17 1,395 Of c Qf RAINBIRD 1812-SAKI-PRS-15EST POP-UP STRIP SPRAY 15' 4'X15' .61 30 8 TMP HOMES- SST AV 4 OMWATER METL•'R (lil' DI%.\'1•:1.01'12 IO 19 2 055RAINBIRD 1812-SAM-I'RS-15POP-UP STRIP SPRAY 15' 4'X30' 1.21 30 8 , MASTER CONTROL VALVE -SUPERIOR 3100 N/O ELECTRIC DIAPHRAGM GLOBE VALVE W/ 2 20 1,868 L OO FLOW SENSOR - CALSENSE 2201' APPROVED BY: a ,u ' / )p DATE] 24953 fi TORO 300-12-01 STREAM ROTOR HEAD 16' NOTED VARIES 35 6 21 700 CITY ENGINEER t�( "` %� r� R.C,E fVO, ON PLAN INDICATES VALVE NUMBER 22 945 �-INDICATES CONTROLLER 23 740 DESIGN TORO 3011-12-93 STREAM ROTOR HEAD 28' NOTED VARIES 35 6 Scale l i ► s" C .\ r e < ` RECOMMENDED ON PLAN INDICATES VALVI: GP1124 670 1 INDICATES V,\I,\ESI%E 25 945 111=20' ^ C�r^uDscArE%P,CIItlECIVdcAND-%'r<c,p I C', NOTE: CONTRACTOR SHALL COORDINATE Wri-ii CITY & MANUFACTURER HIS DATES OF INSTALLATION AND 26 650 DRAWN - �_ IsoArnrorrCe,uerUr;a5u,rr210 SHEET Aruporr Brach,C-1 9:660 SHALL NOTIFY CITY,LANDSCAPE ARCHITECT & MANUFACTURER 48 HRS. IN ADVANCE OF HIS ACTUAL ON-SITE Sc r aa�.;,m•,.u:•., .ns JL— 7 OF INSTALLATION TIME. i 1 (71�fu 6 -9370 Fac(%1.1)64-!-9.i9a CHECKED DRAWING NO. R.0 E. NO 96-016 GATE FILE NO J r o L— PROJECT SHEET #aIIi OF 38 I y-. N rV - � 1 'd 7 t •* I .Z!/ 14 _ _ At�t/vn4ory �1,�► SHEET REFERENCE MAP NORTH 4 x - 2 IRRIGATION LEGEND SYMBOL MFG. MODEL 9 DESCRIPTION RADIUS ARC GPM PSI DET.# \ I x S RAINBIRD 1812-SANT-PRS-5H-B 1/2 STREAM BUBBLER 5' BUB 1.00 30 0 ` 111 \ 1 RAINBIRD 1812-SAM-PRS-SQ-FLT FLAT SHRUB HEAD i' 910 .39 30 i I Q RAINBIRD 1812-SAKI-PRS-811-FLT FLAT SHRUB HEAD 8' 180 .79 30 0 RAINBIRD 1812-SAIN-PRS-8VAN-FLT FLAT SHRUB HEAD f' VARIES VARIES 30 8 RAINBIRD 1812-SAM-PRS-IOQ-LA SM. SHRUB HEAD 18' 90 .39 30 8 wo pi FA SPAx 0 RAINBIRD 1812-SAM-PRS-1011-LA SM.SHRUB HEAD 18' fSO .79 30 0 qa ?b RAINBIRD 1812-SARI-I'RS-111VAN-LA SM. SHRUB HEAD 18' VARIES VARIES 30 i RAINBIRD 1812-SAM-PRS-12Q STD. SHRUB HEAD 12' 90 .45 30 f 0 RAINBIRD 1812-S.Mki-PRS-1211 STD. SHRUB HEAD 12' 180 1.30 30 8 0 ® RAINBIRD 1812-SAKI-PRS-121-' STD. SHRUB HEAD 12' 360 1.68 30 8 3 SA RAINBIRD 1812-SAKI-PRS-12N'AN STD. SHRUB HEAD 12' VARIES VARIES 30 0 ' X RAINBIRD 1812-SANT-PRS-15Q STD. SHRUB HEAD 15' 90 .95 30 8 RAINBIRD 1812-SA:\I-PRS-1511 STD. SHRUB HEAD 15' 100 1.85 30 8 RAINBIRD 1812-SAKI-PRSA-WAN STD. SHRUB HEAD 15' VARIES VARIES 30 i RAINBIRD 1812-SANT-PRS-15EST POP-UP STRIP SPRAY 15' 4'X15' .61 30 0 �ex 2 / ` 0 RAINBIRD 1812 SANT PRS 15SST POP-UP STRIP SPRAY 15' 4'X30' 1.21 30 f I X TORO 300-11-01 STREAM ROTOR HEAD 16' NOTED VARIES 35ro 6 160 U. ON PLAN O • TORO 300-12-93 STREAM ROTOR HEAD 20' NOTED VARIES 35 6 O�� 1 ON PLAN s POINT OF CONNECTION -(SEE PLAN FOR SPECIFIC INFbRMATiON) \ X CLASS 315 PVCf PRESSURE SUY1'I,l' LINES-2"dr LARGER(SIZE NOTED) SCH.40 PVC PRESSURE SUPPLl' LINES-1-1/2" &SMALLER(SIZE NOTED) _— — — SCH.40 PVC NO\-PRF.SSI RI? 1,:\"I'I?R:\I, LINES(SIZE NOTED) W - SCH.40 PVC MAIN AKD L:\'I 'RAL LICE SLEEVE 2X DIAMETER OF PIPE f� 18o' SCH.40 PVC WIRE CONDUIT ,J r . AUTOMATIC CONTROLLisR LO('ATIONS-CALSENSE ET-1-DR W/ANT-1 ANTENNAE TORT 1 ao O Ih 3 4 (SEE PLAN FOR LOCATION). �IOI'N'I' CONTROLLER IN A SB-244SS/1ZOV STRONG BOX ENCLOSURE. Ise 1 / I (1 \ REMOTE CONTROL VALVE - W%INIURD EFB-CP-PRS-B SERIES 3 Siff '54 247.0 { ( ,54QUICK COUPLER - RAINIIIRI) 33 D.Np.(MAX. 150' O.C.) 5 2oz5' I f BACKFLOW PREVENTER - FEB('()x251'-A. INSTALL IN A SBBC-45AL BACKFLOW PREVENTER 7 I STRONG BOX ENCLOSURE �_����������■DIsmlff�ta■ ' 3f4 I� •--- 40 \1 GATE VALVE-WATT SERIES 4113R'f-R\\' (LINE SIZE) 184' s/4 Ido . IOD' lam. !� ' / '/x� rte' PRESSURE REGULATOR - WILKINS 500 SERIES 7 WATER METER(BY DEN-ELOPER) �� Ili O/,�_I Ax —�� MASTER CONTROL VAL�'h; -SUPFRIOR 31041 N/O ELECTRIC DIAPHRAGM GLOBE VALVE W/ 2 � ,U _ _ � �.__ �. o — IJy FLOW SENSOR -C ,SF,NSE 2211P '6 �y Jam Qom— • 3 �4 INDICATES VALVE NUMBER - 9- — '— 6 o —INDICATESCONROI T ,LEIi , � � P.O.C. Ye METER FOR DRINKING FOUNTAIN INDICATES VALVE (:I'.1 INDICATES VA1A* : SIZE' S • RD OTE: CONTRACTOR SHALL COORDINATE\\1 I'll CITY MANUFACTURER HIS DATES OF INSTALLATION AND 1_O� NSHALL NOTIFY CITY,LANDS('AI'h; :U2C1IICI 1?("1'& MANUFACTURER 48 HRS. IN ADVANCE OF HIS ACTUAL ON-SITE . N INSTALLATION TIME. :• YOUNGS CANYO �+���1� >✓oc�,-rE �>�eeo 3i�" PRt- uRE VA"UM 5REAKER (MC DEL #7(0 5) O N At>JAGE NT 5H E.�• L R �T.IN5T,A�L.• MIN. 1211HI 4HE 'fz -H N DFNKI W POWWAIN, SPP Y IfE , E GRADE_ �• TO POST @, 1$1No x,MiN A EEL IITrDPIPE TO MATCH e)HELTEI2 GOE01Q. VALVE AREA CALUS -- DESCRIPTION OF REVISION DATE CITY APPROVED 4 5,376 � �)��`�t 1,6� CITY OF RANCHO CUCAMONGA 7 2,260 Cr ZG IRRIGATION PLAN FOR - YOUNGS CANYON ROAD TRACT 13566-2 CALF TMP HOMES APPROVED BY: DAT CITY ENGINEE R.C.E. N0. 24953 Scale DESIGN l s I r e C A P U S RECOMMENDED 111-201 . /f LA?JDSC:.ri APCIutEC1URc ChD'WJNVr q rjSj/r> —)—V- A ! 160 A'f',rlrorr Cover Uri,•e,Suite 210 DRAWNA'culw,rBracil.Gl 92660 SHEET (714)641-93,0 T•.w(114)641.93,06 a OF 15 Q (� CHECKED DRAWING NO. DATE FILE NO PROJECT SHEET # 9�5- OF 38 ,_ STRONG BOX MODEL N0: TO SPRINKLER - ANGLE PIPE TO 24' SB-24 DCR WITH PEDESTAL NO. PED-24 DCR SPECIFIED DEPTH WITH 45' ELLS SCH 4D PVC MALE ADAPTOR IRRIGATION LEGEND F ELECTRIC METER PER SCE Q SCH 80 PVC UNION w "SNAP-TITS" WATERPROOF I Q BRASS OR PVC NIPPLE CONNECTORS OR EQUAL SYMBOL MFG. MODEL 8 DESCRIPTION RADIUS ARC GPM PSI DET.R L___J WHITE ELECTRIC CONTROL VALVE NOTE: BLUEa 3r ENCLOSURE TO 8E GROUNDED PER W g PLASTIC VALVE BOX IRRIGATION NOTES O RAINBIRD 1812-SAM-PRS-SH-2 In STREAM BUBBLE(. 5' BUD 1.00 30 i F LOCAL CODE. GROUND ROD TO BE F Z MARKED "IRRIGATION RCV 1 INSTALLED INSIDE ENCLOSURE. ON "SNAP.TITE- WATERPROOF z (CARSON OR EQUAL) RAINBIRD '1842-SAM-PRS-8Q-FLT FLAT SHRUB HEAD 8' 9C 3f 30 i CONTROLLER SIDE. RED CONNECTOR OR EQUAL g w ETCHED WITH CONTROLLER O RAINBIRD 1812-SAKI-PRS-SH-FLT FLAT SHRUB HEAD S. 180 .79 30 8 BLACK 0- AND VALVE SEQUENCE NEW WATER METER(SIM PER PLAN),AS PROVIDED BY CCWD,IS REQLMUD AT ALL RAINBIRD 1812-SAKI-PRS-8VAN-FLT FLAT SHRUB HEAD i' VARIES VARIES 30 8 PIG TAIL EXPANSION Z 0i POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND l IRRIGATION CONTROLLER LOOP tMIN.24- LONGI tU RAINBIRD 1812-SARI-PRS-I0Q-LA SM.SHRUB HEAD 10' 9C .39 30 8 , FINISH I--� �6" MIN. PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER. CONTACT THE " : I I FINISH GRADE GRADE s-5' x s-G x G CONCRETE '') Q CUCANIONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION FOOTING INSTALL A MINIMUM OF Q RAINBIRD 1812-SANT-PRS-101I-LA SM.SHRUB HEAD 10' 180 .79 30 8 II I I WATERPROOF ALL PROCEDURES. ' x 3" ABOVE GRADE AND SLOPE TOP PLASTIC VALVE BOX (CARSON OR TE WIRE CONNECTIONS - Vl RAINBIRD• Ill 2-SARI-PRS-10VAN-LA SM. SHRUB HEAD 10' VARIES VARIES 30 8 MIN. I) I I TO DRAIN AT A MINIMUM OF 27.. EQUAL) WITH PLASTIC INTEGRATED •c - -_ % LOCKING LID PLACE AT GRADE IN AS PER STD h SIDEWALK TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED RAINBIRD 1812-SAnt-PRS-12 STD.SHRUB HEAD 12' 90 .65 30 i DETAIL 520 Q TURF AREAS AND 3 ABOVE IN '� z _ MOISTURE BYABACKFLOWPREVENTER DEVICE,FOLLOWED BYAPRESSURE REGULATOR OR Q RAINBIRD 1x12-S:\,\1-PRS-1211 s'rD.SHRUB HEAD 12' 180 1.30 30 8 PLANT BED. I vo• SENSOR 00 -I I=III=I I I I III=III=I I�-I I I •cc^o WHERE PUMP (IF REQUIRED),FOLLOWED BY A FLOW METER FOLLOWED BY A MASTER ® RAINBIRD 1812-SAIL-PRS-12F S'rD. SHRUB HEAD 12•� 360 2.60 30 8 PIG TAIL EXPANSION ,� I�I III- REQUIRED VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY -III-III I I I-III-1 I i-I I COMMON WIRE/CONTROL WIRES IN x _ RAINBIRD 1x12-SAM-PRS-12VAN STD. SHRUB HEAD 12' VARIES VARIES 30 R JrSCH.40 PVC CONDUIT. LOOP IMIN.24 LONGI x Nc WHITE -I I I STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND x ICOMMONI I I 3" (I _ PIG TAIL EXPANSION LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON RAINBIRD 1812-SARI-PRS-15Q STD.SHRUB HEAD is, f0 .95 30 8 =I I I LOOP (MIN. 24" LONG) SITE BY A REPRESENTATIVE OF THE CITY. RAINBIRD IN12-SANI-PRS-1511 STD. SHRUB HEAD 15• 180 1.85 30 8 120 VOLT WIRE IN RIGID STEEL • 3 6` OF to BLUE z I CONDUIT (PER LOCAL CODE) 90 SWEEP ELL WIRES FLOW _ BRASS ANGLE RAINBIRD 1x12-SARI-r1iS-t•5\'.\N STD.SHRUB HEAD 15' VARIES VARIES 30 i III- VALVE w/UNION BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE STREET ON POWER SIDE (NP•) (� RAINBIRD INI2•SANI-PRS-15E.S'1' POI'-U1' sTrziP SPRAY 15' 11X25' .61 30 8 m 3" (I - AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. RED 3/4" WASHED Q RAINiIIRD 1813-5.\�I-laltS-155.1"1' 1'Or•Ur STRIP SPRAY 15' 4'X30' 1.21 30 i 20' MASTER CONTROL III " "p•.o VALVE '�•°' ? •°• CRUSHED AGGREGATE THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED BLACK W II II ° ° 04, I I. AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN TORO 300-12.01 STREAM ROTOR HEAD 16' NOTED VARIES 35 6 HEAVY DUTY WEATHER - RESISTANT F1i 1=1 'd':o p .o:o:P 6 _ PHOTO ELECTRIC SWITCH FOR SECURITY FLOW METER PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE ON PLAN LIGHT CONTROL AS REQUIRED PER DIAMETER SAME SCH 80 PVC NIPPLE SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK UTILITY LINES AND TORO 3011-12-93 , STREAM ROTOR HEAD 28'• NOTED VARIES 35 6 PLANS. SIZE AS FLOW ElI1 III I II=II J/ METER SIZE CONTROL & COMMON WIRES EQUIPMENT,AND ARCHITECTURAL FEATURES. ' ' ON PLAN I DIAMETER SAME SIZE L ; „i°) AS FLOW METER SIZE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND i 1toN -(SI;E PI,:\N FORS:°L'C.I tC INFORMATION CALSENSE CONTROLLER MODEL NO. SECURITY LIGHT I ____.__ P O.G. POINT OF CONNEC ) � PER PLANS. �_-� PER AS REQUIRED AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK ALL DISCREPANCIES ( REFER TO CONTROLLER SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. '�� �� CLASS 315 PVC PRESSURE SUPPLY LINES-2" 0- L ARCER SIZE NOTED) I (INSTALLATION STD. MINIMUM DISTANCE DOWNSTREAM OF I 2•• SMALLER SCH.�0 PVC PRE55U1tE SUPPLY Ll' L1N1;5 -1-1/_ Ec.,\I�LLEI�.(SIZE NOTED) UNINTERRUPTED PIPE I) DIAMETER THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL FINISH OF FLOW METER SIZE( BRASS NIPPLE _ SCH.10 PVC YON-1'Ii1:SSl'ltl: 1,.`.'1'i:l:.\I, l,IN1;5(S[%E NG'I'i•,D) MULTI - CONTROLLER UNDERGROUND UTILITIES. PIPES AND STRUCTURES, AND SHALL TAKE SOLE GRADE " COMMUNICATION CONDUIT MINIMUM DISTANCE UPSTREAM OF SCH 40 PVC SXSXT TEE ---- - -_ SCI:.40 PVC MAIN AND L.vrLR:U, LINE SLEEVE 2X DIAMETER OF PIPE Y SCH 40 CONDUIT i., AS REQUIRED PER I UNINTERRUPTED PIPE ItOx DIAMETER PRESSURE SUPPLY LINE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY, FOR FOR SECURITY LIGHT MIN. I I I I I I PLAN SPECS. OF FLOW METER slzEl NOTES: ANY DAMAGE OF SAID UNDERGROUND FACILITIES. SCH.4o PVC WIRE' CONnut't' WIRING. ?7 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. • 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR AUTOMATIC CONTIto[,I,Ii1: Lxiou'1UNs--rRO CALSENSE N A SBR W/ 1120 ANTENNAE TORT 1 Y SCH 40 CONDUIT - OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS, (SEE PLAY FOR LOC:ATIOx). �IOI N't' C:Ov'r1tOI.LER I\ ASB-2 t3SS/120V STRONG BOY ENCLOSURE. I • •• _'• 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. FOR PHONE MODEM + _ REMOTE CONTROL VALVE - RAINBIRD FF1;-CP-PRS-8 SERIES 3 HOOK-UP. I I - - �=III=)II-III-III-11 T 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE rI1=II�II�III=I 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL � QUICK COUPLER - RAIN1111t1)330-1.RC(MAX. ISO. O.C.)" 5 VALVE NUMBER. CONSTRUCTION. BACKFLOW PREVENTER - FEBC0 X25Y-A. INSTALL INA SBBC-45AL BACKFLOW PREVENTER 7 CONTROLLER ENCLOSURE-TYPE B FLOW METER INSTALLATION REMOTE CONTROL VALVE WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET.LIGHTS,TREES,ETC•) � STRONG BOX ENCLOSURE 1 INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO CATE VALVE-WATT SERIES 4031vr-RW(LINE SIZE) PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST ® PRESSURE REGULATOR- WILKINS Sun SERIES 7 THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE (� WATER METER(BY DF.t'ELOPER) SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER V w MASTER CONTROL VALVE -SUPERIOR 311111 N/0 ELECTRIC DIAPHRAGM GLOBE VALVE W/ 2 POP-UP TURF ROTOR BODY SET TO COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDCTTONAL COST TO THE 1/4" ABOVE FINISH GRADE CITY. O I FLOW SENSOR - CALSF-INSE 2201' 3 0 FINISH GRADE INDICATES VALVE NUMBF,R g m RAIN BIRO 33 DNP WITH PURPLE INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE • INDICATES CON'rROi,I.F,R z z ROUND PLASTIC VALVE BOX do RUBBER CAP - SUPPLY ONE KEY MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE(RCV)ON EACH BRANCH. INDICATES VALVE GI'�l Lu g COVER ETCHED "IRRIGATION GATS PER 12 OCV'S INCLUDING HOSE _ _ _ _ _ _ PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN INDICATES VALVE 51%F. a a (CARSON OR EQUAL) SWIVELS. STRUCTURE OR I ENCLOSURE FOR IRRIGATION WIRING. v Z HARDSCAPING I I III-III-) I I-I I I I (-III-I I NO'rE: CONTRACTOR SHALL COORDINATE WITH CITY Sa MANUFACTURER HIS DATES OF INSTALLATION AND a ;,1 FINISH GRADE FINISH GRADE - INSTALL IN =III-III-III I I-III I1 . IRRIGATION SYSTEM IS BASED UPON A MAX 4UM OF 3 INCHES OF WATER PER sl*ALL NOrtFY CITY,LAYDaC:,\rh:.\ILC1[T'rh:("I' & MANUFACTURER 411 HRS. IN ADVANCE OF HIS ACTUAL ON-SITE PLANTER BED ONLY III=III=I I III= WEEK (TURF) AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS) INSTALLATION TIME. - FNI t8' MAXIMuMI- APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. - I�I TO 5:00 A.M. OIvZY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. - -iIII - BALL VALVE - 1 1/Z" OR SMALLER WITH ' . opo ••P pP P• III I I-I I THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT STAND ALONE CONTROLLER WITH ANTENNA 'F-I I I-I I I STAINLESS STEEL HANDLE _ _ I i=1 I=1 I I I-I I IF I I=III=III I I I-I I I-I °_�� I-II EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE _III-III RESILIENT WEDGE - r OR LARGER WITH I _7 ----_ ATE VALVE 2" OPERATING NUT I=I I N IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE ANT t ANTENNA PORT _ ISI-Ii =III=III-I----� I i III--III-III- SCH 80 PVC NIPPLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY EPDXY FILLED LOCATED -III-I EPDXY COATED i ' I=III- I -I I�= SCH 40 BRASS NIPPLE 12" -) I I-I I III- I I-III=III (MINIMUM 4" LONG) CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. OUTSIDE OF BOX -III=III III=I VALVE II-III-I II- SCH 40 BRASS 90' ELL -1 I III II I I- INSTALLATION/LOCATION 1111. to COAXIAL CARIE • PER CITY AND CALSENSE tE�iit:;tt�tttt� °0 _ I1=1 I AUTOMATIC CONTROLLER TO BE A CALSENSE ETI---DTR2 W/ANTENNA PORT REPRESENTATIVE. LL t il,ttl =III=I�I I I=III- SCH 40 BRASS 90' STREET ELL M..r,. SCH 80 PVC NIPPLE SCH 40 PVC INSTALLED WITHIN A STRONGBOX SB �4SS/120 VOLT CONTROLLERTLECTRICAL t,tltl't tt `: CALSENSE CONTROLLER I l-1 I I-I STAINLESS STEEL TYPICAL 2 PLACES ( ) ttt t tt tat III-I ( ) T X T 90' ELL 1111 ttt ttt `ttt MODEL NO PER PLANS -III=III SCREW CLAMP ENCLOSURE. MOUNT THE ANTENNA PORT (EPDXY-FILLED) ON TOP OF THE «tttt;tulttttttt _ _ 3` I I=II 1 II- SCH 40 BRASS NIPPLE - ttttttt,a 111111 II I=I I0 3" z MINIMUM (3) PLACES ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. =III=III III=I1 24" LONG MARLEX 90' STREET ELL 3 I I=i�I=I I I-I�I-. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL III=III_ L0 SCH 80 PVC 90 STREET ELL 4 REBAR STAKE LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE m 120 VOLT DUPLEX -"► CALSENSE HARNESS 24" LONG) CITY. OUTLET IGFCII T- I I I=I '1 Ila I' ANTI-DRAIN VALVE AS REQUIRED THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS TERMINAL S TRIPS TO ° ' III-I AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION MATCH CONTROLLER �I II II II a•, I I-III: MARLEX 90' STREET ELL CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, SIZE =1 I I-I s i l l=1 1O I-I I I�I .;:.o P ''•:• •,;Q p` I II I NON-LATERPRESSURE FITTING COORDINATED AND PAID FOR BY THE DEVELOPER. I I I I I -_ =III-I - III=III=111-i FIELD WIRES -III=III=III=1 NON-PRESSURE LATERAL LINE 3/4" WASHED CRUSHED AGGREGATE BASE NOTES: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. PRESSURE SUPPLY 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR, HARDSCAPING.. LINE FITTING NOTE: ENCLOSURE MOUNT 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. PRESSURE SUPPLY LINE AND EDGES OF LAWN. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 2. USE TEFLON TAPE ON ALL MALE THREADS. N TE& - t. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL VALVE NUMBER. . L0",)so CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR Y` PRIOR TO CONSTRUCTION. IRRIGATION VALVE QUICK COUPLER P P-UP ROTOR 2 CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN 4 5 g o �� 2'� � SEQUENCE OF REMOTE CONTROL VALVES. 3. RUN ONE EXTRA WIRE (COLOR: ORANGEI TO FARTHEST RCV ON EACH BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. BACKFLOW PREVENTER POP-UP TURF HEAD BOGY SET TO ASSEMBLY HI-POP SHRUB HEAD BODY SET TO 1/4" ABOVE FINISH GRADE a. COMMON WIRE TO 8E WHITE AND CONTROL WIRE TO BE REO IN COLOR. NIPPLE - TYPICAL 1/4" ABOVE FINISH GRADE rFINISH GRADE 5 CNO ONTROLEVASVES` BE MADE BETWEEN CONTROLLER AND REMOTE (4) PLACES FINISH GRADE HARDSCAPING(SEE NOTE 4) f�j OF C 6 ANT t ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO ---- ^� - - - _-I - - .�r (pTR2) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER SYSTEM PRIOR TO ACCEPTANCE" ' } NIPPLE _ PLANT LIT - N r BOTANICAL NAME COMMON NAME SIZE & SPACING DETAIL REF ' BOTANICAL NAME COMMON NAME SIZE & SPACING DETAIL REF# `W R TREES -- — - / e • r GROUND COVER A Bra chiton o ulneus Bottle Tree 15 Gal. q a ' YouNcs ' CAt+vo ,�' Rono g„ n rr Gazania splendens Sunrise Yellow Yellow Gazania Flats @ 12 o.c. E B Cinnamomum camphora Camphor Tree 15 Gal. A05/ s Y 9 i1lTENTibW �S/N C Eucalyptus cladocalyx Sugar Gum 5 Gal. 30' o.c. A Juniperus squamata `Blue Star' Juniper 1 Gal.@ 5' o.c. CIE - D Platanus acerifolia London Plane Tree 15 Gal. A r r < r n ,' „ Lantana montevidensis Trailing Lantana 1 Gal. @ 4' o.c. E SHRUBS SHEET REFERENCE MAP Myoporum parvofolium N.C.N 1 Gal. @ 6' o.c. E 1 Lavatera assurgentifolia Tree Mallow 5 Gal. @ 10' o.c. CIE NORTH Moraea iridioides F,)rtnight Lily 5 Gal. of 4' o.c. CIE •.• •••, • Rosmarinus officianalis `Ken Taylor' Dwarf Rosemary 1 Gal.@ 4' o.c. E 3 Nandina domestica Heavenly Bamboo 5 Gal. rJ 3' o.c. CIE 4 Nandina domestica 'Compacta' NCN 5 Gal. @ Y o.c. CIE 5 Pennisetum setaceum 'Cupreum' Fountain Grass 15 Gal. @ 4' o.c. CIE 6 Phormium tenax 'Atropurpureum' Purple Flax 5 Gal. @ 6' o.c. CIE i Raphiolepis indica 'Clara' Indian Hawthorre 5 Gal. @ 3' o.c. CIE NOTE: INSTALL 4" LAYER OF MULCH IN SHRUB AREAS, PER SPECS. (EXCLUDE GAZANIA)- 8 Viburnum davidii NCN 5 Gal. @ 3' o.c. CIE 9 Xylosma congestum 'Compactum' Xylosma 5 Gal. @ 6' c.c. CIE CrK P 10 Leptospermum scoparium 'Ruby Glow' New Zealand Tea free 5 Gal. @ 6' o.c. CIE VINES & ESPALIERS r - VI Parthenocissus tricuspidate Boston Ivy 1 Gal. @ 20' o.c. CID LIMIT OF WORK TRACT 13566-2 9 3 4 - • • , I N a > • f �Z- t• a 20 . �� , • AM+ r< • • v I r r a, a > s Y < 1 r A a J< _ < • < Y > by f N ♦ < 1♦lt/1)•I■ t11�1 fl1<t t1<Rt - 1 14 >��e�� { . . s ■ "" o !. 1 _ � ■ �' � stiff i YOUNGS CANYON ROAD ■ - 4 - - z : 16+00 17+00 18+00 19+00 20+00 8 x � . C/ \\ r A A v 7 777 ■ % I AI r V 1 ■ l MN N • , ' w ' 2 • y JI CITY DESCRIPTION OF REVISION DATE APPROVED OF WORK �- � , _� _ 1 CITY OF RANCHO CUCAMONGA 40\ 24 3 y= 1 9PLANTING PLAN j z SIZING LEGEND * s * FOR YOUNGS CANYON, ROAD 4 /� 1 TRACT 13566-2 4, 1 GALLON 30' BOX 48' BOX � ' 1 3 TMP HOMES 1 5 GALLON -- 36' BOX 54' BOX APPROVED 8Y. DATE: CITY ENGINEER �� R.C.E 10. 24953 // LIMIT � 15 GALLON -'� 42" BOX 60' BOX $Cad@ DESIGN , i s c .� r> -_ RECOMMENDED u // / ' urrpscnre necnu[cru�e.:n o rv.rarr.r:� Indicates quantity '20 ---(S -?.0 — 24' BOX 180 A`ergror Curer Dm r,$,;i:e 1/0 DRAWN `�,i; ,ve„�orr13cce cI9?66o SHEETI t indicates species C: L- 10 OF 15 (%1!)6,14.93:0 Fat(714)644-9396 CHECKED DRAWING N0. 96-0116 R.C.E. NO DATE FILE NO J PROJECT SHEET # aX7 OF 38 �W i YOUNCCANYON 2J/ 14 X ' 9 ; f J#9 rENrALVV "W SHEET REFERENCE MAP TRACT 13566 • NORTH 7 6I 4 • 18 5 3 2 1a7 ,o ; I i I i to 9 ■ • • • • • • 1' • • • ti Y. • • • • • • • • • • 2 • c 1 J 1 • • • • • • • • • n • • t • • • • • r • W. 7 • • • ••• '•••• •�•1�-•:fir'•�'•,.•,'•'••'..: • • • • • G Q � � o z _ ■ � °� YOUNGS ■ W H CANYON , ROAD _ ■ ■ � 11+00 ■ W • < I 12+00 13+00 14+00 15+00 z ■ -au ■ ... . �_. ■ p \ 117= -T ■ ■ I 16 I = 77u I 19 20 21 22 23 PLANT LIST BOTANICAL NAME COMMON NAME SIZE & SPACING DETAIL.REF# TRACT 13566-2 TREES A Brachychiton populneus Bottle Tree 15 Gal. A BOTANICAL NAME COMMON NAME SIZE &SPACING DETAIL REF#B Cinnamomvm camphors Camphor Tree 15 Gal. A C Eucalyptus cladocalyx Sugar Gum 5 Gal. @ 30' o.c. A GROUND COVER SIZING- -LEGEND D Platanus acerifolia London Plane Tree 15 Gal. A a f N N M y a Gazania splendens `Sunrise Yellow' Yellow Gazania Flats @ 12" o.c. E _ $ • 1 GALLON �— 30" BOX 48" BOX DESCRIPTION OF REVISION DATE CITY SHRUBS APPROVE!) +� ��y- Juniperus squamata `Blue Star' Juniper 1 Gal. @ 5' o.c. C,E 4,$t �'TY O� 1 Lavatera assurgentifolia Tree Mallow 5 Gal. @ 10 o.c. C,E 5 GALLON = 36" BOX --� 54" BOX �' RANCHO CUCAMONGA ' �� Lantana montevidensis Trailing Lantana 1 Gat. @ 4' o.c. E � ' ?� 2 Moraea iridioides Fortnight Lily 5 Gal. @ 4 ox. C,E , " " PLANTING PLAN Heaven) Bamboo S Gal. 3' o.c. C,E 15 GAI.I.UN -� 42 BOX -®- 60 BOX 3 Nandina domestics y @ * FOR 4 Nandina domestica `Compacta' NCN 5 Gal. @ 3' o.c. C,E Myoporum parvofoGum N.C.N 1 Gal. @ 6' o.c. E 5 S 24" Box Indicates quantity YOUNGS CANYON ROAD indicates species �r •' TRACT 13566-2 5 Pennisetvm setaceum 'Cupreum' Fountain Grass 5 Gal. @ 4' o.c. C,E •.'.••'• Rosmarmus officianalis `Ken Taylor' Dwarf Rosemary 1 Gal. @ 4' e.c. E elf Of Gkl�� 6 Phormium tenax `Atropurpureum' Purple Flax 5 Gal. @ 6' o.c. C,E ••• TMP HOMES` 7 Raphiolepis indica `Clara' Indian Hawthorne 5 Gal. @ 3' o.c. C,E APPROVED BY: d DATE: 8 Viburn6m.davidii NCN 5 Gal. @ 3' o.c. C,E CITY ENGINEER S RC.E NO. 24953 9 Xylosma congestum `Compactum' Xylosma 5 Gal. @ 8' o.c. C,E Scale DESIGN j s i r L s c n r L < ` RECOMMENDED ' LIDSCIA ,IPRGutECIVBc AP4D'LAtl:,:r:G 10 Leptospermum scoparium `Ruby Glow' New Zealand Tea Tree 5 Gal. @ 6' o.c. C,E NOTE: INSTALL4" LAYER OF MULCH IN SHRUB AREAS, PER SPECS. (EXCLUDE GAZANIA) 111-201 .��' _ Ido A'ru/wrt Cuuer Urive.Sucre 210 DRAWN SHEET VINES & ESPALIERSu! xn•porr J,nc;i.C..! 9:660 SpCFr:''`". / Rri:o.Jfcliana.G:note 175] N' ' (;l.)641-S3 !'ac(1-1J) -9356 L OF J CHECKED DRA/WINjG NO. V1 Parthenocissus tricuspidata Boston Ivy 1 Gal. @ 20' o.c. C,D 96-016 DATE FILE NO [ ✓IN / V O. —t— PROJECT SHEET # -.26 OF 38 • r� ? r N 3 r 23/ J%d Ag rENrbw "Aw SHEET REFERENCE MAP NORTH r PLANT LIST BOTANICAL NAME COMMON NAME SIZE & SPACING DETAIL REF 9- TREES A Brachychiton populneus Bottle Tree 15 Gal. A k B Cinnamomum camphora Camphor Tree 15 Gal. A - I C Eucalyptus cladocalyx Sugar Gum 5 Gal. @ 30' o.c. A LD Platanus acerifolia London Plane Tree 15 Gal. A ' - x ` SHRUBS \ 1 Lavatera assurgentifolia Tree Mallow 5 Gal_ @ 10' o.c. CIE • i D �� x 2 Moraea iridioides Fortnight Lily 5 Gal. @ 4' o.c. CIE •- �Z 3 Nandina domestics Heavenly Bamboo 5 Gal. @ 3' o.c. CIE 4 Nandina domestica `Compacta' NCN 5 Gal. @ 3' o.c. CIE • I yt a 5 Pennisetum setaceum `Cupreum' Fountain Grass 5 Gal. @ 4' o.c. CIE O 3 6 Phormium tenax `Atropw-pureum' Purple Flax 5 Gal. @ 6' o.c. CIE 1 X I 7 Raphiolepis indica `Clara' Indian Hawthorne 5 Gal. @ 3' o.c. CIE 8 Viburnum davidii NCN 5 Gal. @ 3' o.c. i CIE 9 Xylosma congestum `Compactum' Xylosma 5 Gal. @ 8' o.c. CIE " X 10 Leptospermum scoparium `Ruby Glow' New Zealand Tea Tree 5 Gal. rJ 6' o.c. CIE Efls \ O �� VINES & ESPALIERS x V1 Parthenocissus tricuspidate Boston Ivy 1 Gal. @ 20' o.c. CID BOTANICAL NAME COMMON NAME SIZE & SPACING DETAIL REF# H GROUND COVER Gazania splendens `Sunrise Yellow' Yellow Gazania Flats @ 12" o.c. E UN, f N M o n \ \ Juniperus squamata `Blue Star' Juniper 1 Gal. @ 5' o.c. C,E Lantana montevidensis Trailing Lantana 1 Gal. ad 4' o.c. E Myoporum parvofolium N.C.N 1 Gal. @ 6' o.c. E - - =- j� �•�•�•�• Rosmarinus officianalis `Ken Taylor' Dwarf Rosemary 1 Gal. @ 4' o.c. E ti titis' •� ROAD YOUNGS CANYON .�• NOTE: INSTALL 4" LAYER OF MULCH IN SHRUB AREAS•, PER SPECS. (EXCLUDE GAZANIA) DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA SIZINGLEGEND EGEND z» G -� PLANTING PLAN 1 GALLON �— 30" BOX 48" BOXFOR * ti 4V _ * YOUNGS CANYON ROAD 5 GALLON 36" BOX 54" BOX � TRACT 13566--2 -� -�- _ °r C�� TMP HOMES 15 GALLON - �- 42" BOX 60" BOX APPROVED BY'. ' DATE _ CITY ENGINEER G � RCE. N0. 24953 24" BOX Indicates quantity Scale 5;j ; , ,- u ` A r- RECOMMENDED indicates species �//=20' �S65- �^r,DSG:re%.P,CrII,EC,UB°A�D'/:+r:u+c DRAWN -�—�f� J80 Kn 1wri Ceurrcr LX AT,SWC 210 .y XcirorrBrom.G 9:660 SHEET L-12 OF 15 (i1J)6.11-99,0 Fac(7J-1)6r4-9396 CHECKED DRAWING NO. 96-016 DATE FILE NO /✓ ��_� PROJECT SHEET #o-;Z OF --38 Co"PCC #0.,J CUM f� GITY 5V. �# Gv6riUES'FrJIJ6 FIAT SIDE UP ' �� M°�� COBBLESTONE PLANT LIST SIDEWALK LOOP HOSES TRUNK CASE 1 2% NOTES: (/ Y \l • 1. REMOVE NURSERY STAKES THAN ( ) \ 2. STAKES TO BE PLUMS AND (o,l MI ` ) ' ( , �^ a N• v BOTANICAL NAME 3. STAKE TREE PERPENDICULAR U 12+ COMMON NAME SIZE NS[ SPACING DETAIL REF# PTO PREVAILING WIND. 3 MINIMUM CONCRETE KO N TYING PLAN _ L 4 BOULDER UNDERNEATH C088LESTONE TREES � CASE 2 J �.• (LOCATE PER PLAN) 3• MIN. SOIL OtEPTH AT W E �� v END cotgD ION COBBLESTONE EDGE OF COBBLE A Brachychiton populneus Bottle Tree 15-Gal. `J _ _ A �� v =) . I III-I B Cinnamomum camphors Camphor Tree 15 Gal. NEW RUBBER HOSE OVER WIRE v $ -0,1- .TOP �� AT POINT OF CONNECTION. v I I A .TOP TIE TO BE PLACED AS GALV. STEEL CABLE SPACED TIGHTLY COMPACTED S' BERM TO FORM I• 3_t/7 MwnwM C Eucalyptus cladocalyx Sugar Gum 5 Gat, 3Q• O,c, A EQUALLY AROUND TREE - DEPRESSED WATERING BASIN. 1-I 11-11 1- CONCRETE BED @ LOU AT POSSIBLE ON THE COVER WITH 3/4" DIA. x 3 v D Platanus acerifolia London Plane Tree 15 Gal. TRUNK TO ALLOW FOR WIND TOP OF STAKES BELOW TOP OF ROOTBALL TO CLASS 200 WHITE PVC PIPE. a WOOD CHIP MULCH. CASE 3 --..I K'�- -..I FLEXING OF THE TREE. BUT TOP OF ROOTBAII TO 24' � A NOT SO LOW AS TO LOSE HEAD OF TREE WHERE EXTEND 2" ABOVE I EXTEND 2" ABOVE MORTARED STONE swALE SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. FINISH GRADE FINISH GRADE Y MAx. THE HEAD TO DROP. MAIN TRUNK TURNBUCKLE (TYP.) 'ARBOR ARD' OR EQUAL IN III 11= SHRUBS pEPTH (2) SETS OF CINCH TIES SPACED 24" _ I APART, ATTACH WITH GALVANIZED SCREWS TO 8' LODGE POLES. TURF TIGHTLY COMPACTED S' BERM _r I 1 I TO FORM T DIA. LODGE POLE PINE STAKES RESIDENTALAANDNGRO ND FOR _ _ 4v- CEOAtr�i COME CON�CUM 1 Lavatera assurgentifolia Tree Mallow 5 Gat.@ 1Q' O.c. CIE COBBLESTONE it I WITH WOOD PRESERVATIVE STAIN, COVER INSTALLATIONS- I III=I I I_I DINE A MINIMUM OF 6" INTO I 1=1 - - O 5 2 Moraea iridioides f UNDISTURBED SOIL AND POSITION 4" WOOD CHIP I-III III-I I 1=1 I I- P 5 CURB r CUTTER FOrtnlght Lily 5 Gal- @ 4 O.C. CIE STAKES OUTSIDE ROOT BALL. ULCH IN PLANTER. ; 2 MIN. / 4' MAX' RAD' 3 Nandina domestics , .III-1 I III-III-� _ Heavenly Bamboo 5 Gal. @ 3 o.c. CIE 11 ROOT BALL I I-III_11 I- , ARBOR GUARD IN TURF AREAS AND - _ a ° 4 Nandina domestics `Compacta' NCN 5 Gal, 3' FRONT YARDS. _ _ _ TOP OF ROOTBALL TO EXTEND 2" -=1 11=1 I I-I I I-I I I-I I I-I 1=1 I I 11 - _ - _ _ - 11- ___ IE _ _ _ _ _ ___ @ o.c. CIE ABOVE FINISH GRADE. - = I-III=I I L=1 I I -- -I - -.III- - p� PIT TO BE (2) TIMES THE PLANTER -III=III=III= WIDTH OF THE ROOT BALL. . , TIGHTLY COMPACTED Y BERM TO FORM III-)I I�I I-I I l l I=)I I-I I= -III-III-III-)I 1=1II-I I�I I III-III AREA 5 Pennisetum setaceum Cupt eum Fountain Grass 1 Gal. @ 4' o.c. CIE I-I i 1=1 I I�i -I 11=1 i I=III I_IM 11=11 Ia 11=1 I I=1 I F9 11=1 I I I I= 4 , WATERING BASIN FOR RESIDENTIAL AND I I ROOT BAIL GROUND COVER INSTALLATIONS. LOCATE . _ -III-I I I-I I I-I I I-1 I IM I�I I I=I 11 OUTSIDE OF PLANT PIT. BERMS IN TURF ���(� -)I I=111=III=III=III=III=I -III-�- 4 c a a 6 Phormium tenax `Atropurpureum' Purple Flax 5 Gal. @ 6' o.c. CIE AREAS TO BE REMOVED PRIOR TO CITY -III-1 I I-I 11-1 11-III-1 1 I- 1-11=I I- NATIVE BACKFILL WITH I�I II I I _ _ _ _ _ HARDSCAPE II _ _ ACCEPTANCE. NO ROCKS GREATER I _ i I-,i t-,1,-,Ti-,i I-,i,-,i i- -1 1, 7 iol s indica Clara H JOIN AT RIGHTANGLES (TYP.) Raph' epi Indian Hawthorne 5 Gat. @ 3' o.c. CIE THAN 3" DIAMETER. I-I�I I I-1 I�I I�I I I�I t=1�I I I ' NATIVE BACKFILL WITH NO �I I I I I I I f=1 I r'I I�I I I I I I I I I�I I `DUCKBILL EARTH ANCHOR ROCKS GREATER THAN Y 3' MIN. / 4- MAX. RAO. 8 Viburnum davidii I NCN 5 Gal. @ 3, a.c. CIE _ I�I I-I I- '-�I I I-I I I�I I I I I�I I�I I�I (68-DTS)TOTAL SYSTEM DIAMETER. T PCC MOW CURB PER CITY STD. 534 �I I I I S I I-1 11=I I-1 I I-1 I t=1 I I.I I I-1 I - , PLANT PIT TO BE 2 - = OR EQUAL _ UNDISTURBED NATIVE SOIL NOTES` 9 Xylosma congestum `Compactum' X losma 5 Gal. 3' o.c.TIMES THE WIDTH OF ROOT BALL. t. ROCK SIZES, UNLESS OTHERWISE SPECIFIED. SMALL tlJE: y G� CIE BOULDERS: MAX. }•D' - MIN. 2.0" `\ COBBLESTONES: MAX. 16. - MIN. 6" WIT}►ONE rLAT SIDE 10 Leptospermum scoparium `Ruby Glow' New Zealand Tea Tree 5 Gal. @ 6' o.c. CIE UNDISTURBED NATIVE SOIL. 2. BOULDERS SHALL HAVE 1/3 EMBEDMENT. COBBLES SHALL HAVE 2/3 EMBEDMENT \ / ROOT:BALL / I I 3. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS •0• MORTAR.'-t PART CEMENT NOTES: NATNE BACKFILL WITH T 1. UNTANGLE MATTED ROOTS RA LOOSENING ALL ROOTS AT EDGE TO 2-t 2 PARTS SAND. 2000 PSI PORTLAND CEMENT CONCRETE. (NO "DRY-PACK IS ALLOWED) I \ I�� ROCKS GREATER THAN 3' D44 OF ROOT BALL. DO NOT CRACK ROOT BALL. � / VINES & ESPALIERS NATES:I4. A SAMPLE AREA. MIN. 40 SO. FT.. SHALL BE APPROVED BY THE CITY INSPECTOR. PRKIR TO LI PREVENT DEFORMATION OF L=1 I-�I I-I I �I I h I I�I I=1 I I I-III-III=III 1. INSTALL GUYS RAND TAUT PROCEEDING WITH REMAINING ROCK WORK. { r III-III=)I LI I L-I I EI I I-I I I-I I I EI ISI I _ MBS. 5. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVEO BY THE THE CITY INSPECTOR. �=I I II I C I IJ I 1�I I I I- { E I=I I=)I�I I HI-I C-I ROCKS SHALL BE SMOOTH. ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND V1 Parthenocissus tricuS idata I=III=II �)I�I rl NATIVE SOIL UNDISTURBED 2. WIRE SHALL BE CLAMPED OR 6. EXCESSIVE IRON CONTENT. P Boston Ivy 1 Gat. @ 2Q ax. CID CRIMPED NOT TWISTED. VIEW .7CONCRETE CLASS 520-D-2500. TWICE ROOT BAIL WIDTH I TOP • BOTANICAL NAME COMMON NAME SIZE 8c SPACING DETAIL REF# 'y A DOUBLE STAKED TREE TREE GUYING DETAIL SHRUB PLANTING � - B C D RIVER WASHED GRANITE COBBLESTONES GROUND COVER Gazania splendens `Sunrise Yellow' Yellow Gazania Flats @ 12" o.c. E Juniperus squamata `Blue Star' Juniper 1 Gal. @ 5' o.c. CIE Lantana montevidensis Trailing Lantana 1 Gal, @ 4' o.c. lE Myoporum pirvofolium N.C.N 1 Gat. Q 6' o.c. E CONCRETE HEADER - 1/2" RAolus PLANTING NOTES . ONE HALF OF SPACING 4" OF COMPACTED WOOD CHIP • 89*EXPOSED EDGES AND FINISH PER PLAN • • • LIMIT OF PLANTER AREA REQUIREMENT - MULCH. 1 IN LAWN INSTALL A7 GRADE LEVEL AT SWALE • ••••• • • � ROSmarinus oCianalis `Ken Taylor' Dwarf Rosemary 1 Gal. Q 4' O.C. Ci HARDSCAPING (CONCRETE HEADER. CROSSINGS) 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CURB do GUTTER, SIDEWALK. ETC.) FINISH GRADE l 6 [ CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND EE NOTE 2� FINISH GRADE SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTMG'AREAS 12" WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION NOTE: INSTALL 4" LAYER OF MULCH IN SHRUB AREAS, PER SPECS. (EXCLUDE GAZANIA) n•e•a• -1 11=1 I I • • -III-1 11=1 'O I 1111 1111 I I I I I I I;III_ 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. ( AR CONTINUOUS UN ES SOTHERWISE INSTRUCTED) 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL �oJ I I I I III-I 11=1 11=)11=1 I I III-I 11=1 I I-I UNDERGROUND UTILITIES;PIPES,STRUCTURES,ETC.,AND SHALL TAKE SOLE SIZING RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY, LEGEND EOUA ANY DAMAGE OF SAID UNDERGOUND FACILITIES. SHOVEL CUT EDGE COMPACTED NATIVE SOIL 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN 1 G A L L O N 30"'BOX 48" B O X COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND NOTE: THE WORK APPROVED BY THE CITY. 5 GALLON -�- 36" BOX 54" BOX 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL NOTES: 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON I QUALITY BY THE CITY PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A42 r� " BOX SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND NOTES: REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. � 15 GALLON 6 0" 130 X SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING INTO EDGES AT GROUND COVER AREAS. 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION JOINTS AT CONCRETE HEO.0Indicates FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST' IN COMPACTION. 2. 8" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND 6. CONTRACTOR[SRESPONSIBLE FOR ALL REPAIRS AND/ORREPLACEMbMOF " quantity 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT IS - 24 BOX OF PLANT MATERIALS. PLANT QUANTITIES, INDICATED ON THE PRIVATELY-MAINTAINED AREAS. A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- indicates SpeCl@S LEGEND ARE ESTIMATES ONLY. 3. CONCRETE TO BE 520-C-2500 MIN. CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE CITY. 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. ALL TREES TO BE APPROVED BY THE CITY ESHRUB & G.C. SPACING F MULCH INSTALLATION G CONCRETE HEADER FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. E 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. NOTES: 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE 1. BURY A MINIMUM OF 113 DEPTH Of APPROVED BY THE CITY. BOULDER SIZE. XERISCAPE ASSESSMENT SYSTEM SUMMARY BOULDER SHAD BE ROUNDED 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. RIVER BOULDER. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL POINTS REFERENCE a. SCARRED OR BROKEN BOULDERS SHALL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED CLAIMED (Sheet#/Ref. #) M IRRIGATION[Point Value] NOT BE PERMITTED. SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. • DESCRIPTION OF REVISION DATE CITY LANDSCAPE[Point Value] t. PLACE PER PLANS AND LANDSCAPE 1. Low gallonage irrigation system.[20) '70 OW-T!5. L-(*,-7, APPROVED,a A;ICHITECT'S DIRECTION. _ 1. Water conserving plants.[20] 20 JHTS- L-Io,n,l2 4 CY.NITROGEN STABILIZED SAWDUST f 2. Automatic controller.[20] 2-0 SHT. 1-4 125 IBS GYPSUM CITY OF RANCHO CUCAMONGA 2. Turf limited to 25% (45% residential.[2�}] 20 5H15, L-so, 11,12 � 125 BS GRO-POWER PLUS ' JL 3. Designed to water plants by watering nceds.[lOj ID s 1+T5. L-6,-7,49 " ?� �G � 3. Plants grouped by watering necd.[10] ID SLATS. L-Io,►i,12 4. Soil moisture sensors.[10] I 11. LANDSCAPE AREAS SHALL RECEIVE 4 OF WOOD CHIP MULCH UNDER ALL /� PLANTING DEAILS' TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER AREAS, & NOTES 4. Hardscape (non-irrigated) surfaces.[10] IO SLATS, L-In It, I2 5. Rain scnsor5.[5] SHT L-b PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL * S,Y00 S. Permeable paving.[5] 6. Wind sensors.[5] - - - -- -- --- - �., - SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND Ti4 YOUNGS CANYON ROAD 6. Low-water turf varieties.[5) I '1 11 PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: �j ' p�1a �' 7. Sensitive to slope factors.[5J 5 1341 �-7 III Ili �tf o�� TRACT 13566-2 Of C Ai 1F s 5HT5. L -lo, III 12 I C= BLUE RIBBON NURSERIES TMP HOMES 7. Mulch provided in non-ground cover areas.[SJ 8. Reclaimed orrecycled watcr.[5] T>✓;II,=II I-;� _Ii ORANGE,CA 8. Soil amendments.[5] .5 SHT. L-I� ITII Di 1 Total Points Claimed: 70 Total Points Claimed: 55 (714)633-3666 APPROVED BY: •� DATE [Minimum Points Required: 601 90%COMPACTED SOIL CITY ENGINEER RC.E NO. 24953 [Minimum Points Required: 601 Scale DESIGN / ► e s c .� L> > RECOMMENDED LV �'" tAr+DscAr,At;cHn .; eclu�� Horw+r.:Nc �A Lj BOULDER DRAWN - 180NeuponCenter Drn•e.Stare210 7 NeuporrBeach.CA 92660 ` SHEET . (711) 44-93..LFr a 17)7 L-13 OF I I (i/✓J 6JJ-93:U Fax(7!✓J 6JJ-!3!6 CHECKED R.C.E. NO DRAWING NO. - _ ------------- GATE FILE NO G7 PROJECT SHEET OF 38 _ - -- -- _--yam-.-. .. _ __ ---`- _. ... __ r _._. _ _ - - ___..._... i % . CONCRETE SPECIFICATiONS ' CiTY OF RANCIiO CUCAMONGA Q. Miscettancous Irrigation Fgvairment: PART 1 GENERAL PLANTING AND IKRICA tiUN SPECIFICATIONS D. Operation and Maintenance Mo ntrals: E. Copper Pipe and Fittings 1. Refer to the Irrigation Plain for sines and t ypes of misctllanm eix irrigation I. Flim"t+f System: equipment. 1.01 Dctmrtion 1. Prepare mod defiverto the City of Ranchi Cue arn+ngs within ten eaknelai days prior 1. Pipe: Type K.hard tempered. 1. After allow w gwiv*fer pipe lines and risers mein pbace sed centxtted.all necessary For concrete information refer to the Standard Speeifxatiom for Public Works Co atoms ien(Green SPRiNK(.Fel IRRIGAi ION SPECIFICATIONS to completion of eomtruetion,two hardcover,three ring birders containing the 2. All miccellm+eorrt irrigation colon, it, shall be as specified of aptw oved equal. dovcrnin w%wit Ione been a+rnpleted,anti prior to mntadlation of sprinkler heads,the Rook: Fdulion pct tic('icy of Rancho Ctcalm rorn) Refer to Sertion 4.201.101,and 400,an well following information: 2. Fillings: wnmght cc I Iot r,solder joint type. control valva shall be opened anal full head of\valet used to flush out the system. as any other sections related leo the installation,per still pont installation of concrete work•nanerials, CAKIA_-ULNE-ItAI. PAR 1 3- �XI�_C 111 ION labor,anti%term-up. 'live Sintdard Specifications for Public Works Construction is available from: a. Indra shat which state*Cnnhsetdx's nwre,address,and IeFrplimne number, 3 Joints shell be soldered with silver solder,45%silver.15%copper.16%Fine,24% 2- Sprinkler brads shall he installed only offer flushing of the system has been 1.01 DF,SCRIP'i ION and which lists each imtslled equipment stud material item including names cadmium,solidus a1 1123'F.and liquidus N 1145'F. 3.01 OBSERVA I ION OF Slll:CONDITIONS accomplished tO the complete s.'Nisfacti n of live city of Rancho Cucamonga. 111 Building News and addresses of manufactures local reprrsematives. 3015 Overland Avemx A. Senpe•of Work: Provide till latex,mI it I in.m i Itxsnfatir+n,not sm-ice necetsmy M ftimbsh b. Coming and parts shells on every material and egvipi erTf item installed F. Valves: A. All settled dimensions are approximate -live Cilooraraa %hall check and verrdb all size J. Sprinkler Ilea s Lon Anrelc%,CA 90034 *nit instill Ilse Irrigation System its shown on the Drawings and de.vctibed herein. user this Contract. dmenauns and receive approval from live City of Itaich+Cucamonga print to Preceeding (310)202-7773 C. Guarantee stater..... 1. Ball Valves(I Ys"and smaller) with work under this Section. I. Instal{the sprinkler braids as designated on the Drawings Sprinkler heads to be B. Standard%: All work and rrtm"ia{s ,hall comply with governing codes, so" miters, of. Complete operating and maintenance instraetinm on all major equilaneo . installed in this work shall be equvalent in all respects to(hose itemized. 1.02 Scope stndmrds, amt regudntinnc, and mee the minimtnn m1iiirrmerM% of the Standard 0. Ball valet shall he a 121 Ib SWP lwm7r valve with threaded eoh and shall 11. I'xerci%r esurme catr in escnvnting:+mil%w+nkinr uve:r existins!tffililien ilveConiraeadr shall 2 S ct mg of It-ad,%limit not rxcred live nem%m+inn uxhd,did mi fill-I Mmvinrs In nn ti cificatiems For Public Works Constriction Green!bole Intent edition. 2. In aihliliin In the above mrnfi+au•d mmntenarce mitmords, provide the City's Ite co ui ad with a 11"iolrnn steel 1111111►Ir. 1'c ( ) I IM for rcnlxand•Ic lei diunmitrn In uhldues which err caused h}luv oltenutons fix utegtdct ('licck I runudv and mninll all cotcrHe woo con+plete as itaftcated dna stir drawings or as specified, maimen,we peconnel with irustivction for major equipment and show evidence in b. Dahl valves shall be similar to(hose manufacturer b• Nibco or ved - case shall the spucutg exceed the maxnnum rccomnvenkd by the manufacturer. } mrro existing utilities drawings for existing utility k+cations. itcludling,but not limited to etc following: 1.02 QUALITY ASSURANCE A REQUIREMENTS writing to the City of Rancho Cucamonga at the conclusion of the project that this equal. service has been tendered. C. All Brill valves shell be installed r detail. 3.01 TEMPORARY REPAIRS per C. ('otadivale inttnllation of cprmkl"materials in'hdlaq•pipe,sit llterc%hall he nt+interference A. Furnish and net all reinforcing steel,bolts•and anthers. A Permils anti fees: The Contractor shell obtain and pay for any and all permits and ell with utilities or other contraction of difficulty tit planting trees•shrubs,and ground coven. The City reworvet the right to make tcmprmm repairs as nece%nary to keep the sprinkler system observations as required. E. Equip .evil to be Furnished: 2. Resilient Wedge Gate Valve(2"and larger) B. Install all items required by other trades which we to be cats into eonerrte. equipment in openting condition the exercise of thin right by the Cit% shall not relieve the D. live Contractor shall carefully check all graces to satisfy himself that he may safely proceed Contractor of his renponnbilitics under the terms of the guarantee as herein specified. It. 1%lamafaeturoh s Directions Manufachrrer s direction% and detailed drawings shall foe 1. Supply n a part of this cenitrnct the following,00h a. Rndient Wedge Gate valves shall he epoxy coaterl and rgnipped with a 2" before slatting\work On lite irrigation-)%tent C. Concrete mow strip%,footings flow walls,fencing•remit•benches,etc.,where applicable. followed in all case% where the manufacturers of articles vied in this Contract furnish operating mit 3A5 EXISTING TR81:5 directions covering points not shown in the Drawings and Spec if+cations. a. Two (2) sets of special tools required for removing• disassembling and b. Resilient Wedge Gate valves shall be No.403 RT-RW as supplied by Watts 3.02 PREPARATION 1.03 ProteNitm adjusting each type%(sprinkle and valve sttpplitd on This project. of approved equal. C (rdinan•en and R datiom- All local,rnumci 1 and state lawn.and"rtes and rc ulatiom b. Two(2)four-foot valve keys for operalinn of gale vale". C. All Resilient Wed (late valves shall be installed detail. Where it is neeeezan In nca%:m sdjtieetA In exacting Iron,the Contractor shall use all possible sere f•'fti ra B Be 1'11 A. Physeal layout to avoid inter}to trees and tree rontq Lxcn%'atioon In areas where two(2)inch amt larger room occur All finished concrete work shall Fee barricaded In pc(kstrian traffic f(x three(3)days. Bnricaok shill governing Or relating to any Portion Of chi%work are hereby incorporated into and made a C. Two 12)keys for each automatic contmllcr• be placed unefately offer concrete finishing. Contractor shall furnish,place and remove all of his d. Ott(I) nick emu ler lee art!matchi Ione swivel for five 3 a shall be done by hand All mots two(2)inch"and larger in diameter•except directly in the path part of these Sr"ificatiOnn,and their provisinns shall be carried nut by the Contractor. q P Y nit eery O G. Quick Coupling Valves: 1. Prior In installation,The Contractor shall size stake out all pressure supply lines, own barricades. Contractor shall he re%ponsihte for any damage to new construction and fraction thereof of each l of nick coupling valve installed. of pipe or conduit,doll be tunneled under and shall he heavily wrarpel with burlap to prcs•rnt Anything contained in these Specification shall not he cnnstnted 10 conflict with any of the type q mor-n6 muting and location of sprinkler heads. replacement or repair of the work shall be made without added cost to the City. above rules, regulations.or r uirementi of the%time Ilowever,when Ihne Specifications 1. ick coupling valves shall have a Mass•two-piece boil designed for work' scarring or exec%%ivc drying Whcre a ditching machine is nun clnce to trees having ro ot%smaller Int y B than two(2)inches in diameter,the%%all of the trench adjacent to the tyre shall be hand trimmed, and Drawings call for or describe materials, workmanhip,or constriction of a better 2. The above rmervtitxied equipenem shall he tooA over to the City at the conelmsien pressure of 150 P.S.I. 2. All layout shall be approved by the Cit'of Rancho Cucamonga prior to installation. 1.04 Clean-up quality,high"standard,tit largersize than is required by the above rules and regulations, of the project. Before final ob%m'ation can occur, evidence that the City has making clean cuts through Rota%one n 1 inch and larger m o diameter%hall bte painted with two coats the provisions of thete Specifications and Drawings shall take Precedence.. received material must be shown to the City of Rancho Cucamonga 2. ick coupling valve shall be of Tree Seal•et equal. -i renches adjacent to tyre should he%treed within t%rnh'•four(2d)hours;and t Qu' rf nR eprnbk with a quick coupler key. Key size and type B. Water Supply: where this is not possible.Ue side of the trench adjacent to the tree shall be kept shaded with burlap (ppm enmPletion of all etmercte work and before final acceptance,the Costnetor shall remove all shall be as shown on the Drawings. or canvas. tools,surplus matrrial%,apparatus,debris,etc.from the site and the site shall be left in a clean,nest D. Explanation of lraw•ing%: 1.04 PRODUCT DELIVERY,STORAGE AND HANDLING 1. The irrigation system shall be connected to water supply point(s)of connection as condition acceptable to the City. H. Backflow Prevention Units: indicated on the Drawings 3.06 FIELD QUALI fY C'ONTROI, 1. Ire to the Scale of the Drawing%,it in ebur pemiMe to indicate all offsets,fitting. A. Ilanclling of PVC pipe and fittings: The Cexnrnetor is ciieniox+eel M exeeia care in Ma+Ming, PLANTING SPECIFICATIONS serves,etc,which may be required. The Contractor shall carefully investigate The Marling,imloaditig,and storing PVC pipe and fillings. All PVC pipe shall be transported in 1. Backflow prevention unit shall he of size and type indicated nn Iia irrigation 2. Connections shall he made al the appmxjmate locationtn)shown on tier Drawings. A. Adttu%Tttaent of the S%stem: structural and finished conditions affecting ail of his work and plan his work a vehicle which allows the length of pipe to lie Oat so os int to subject it to under bending drawings. Install backflow prevention units in accordance with the Drawings. Tide Contractor I%responsible for minor changes caused by actual site conditions. PARI'1 -UENFRAL accordingly,furnished such filling%,etc,as may he required In meet such conditions. or a concentrated external Mad at any point. Any section of pipe that has been dented Of ihaw'in %are row. IN diagrammatic and indicative of the work to be irveulled The damaged will he discarded•and if installed,shall be replaced with new piping. 1. The oerre Contractor chill rush and alj s, all wayxprs la d buil for %aimu c performance g g g g eI' r•Pi B• 2. Wye streirvers M backflow prevention units shall have a bronzed screwed boy with C. Electrical Supply: and to prevent nvenpray oma walks,midways,and buildings as much as possible. 1.01 Scope of Work work shall he innalled in such a mann"as to avoid conflicts between the irrigation 60 meth monel screen and shall b e similar In Bailey 01(N)Il or approved equal. system,planting end architectural features. LOS 51415"I tI Ul IONS I. Flectricnl contaeetioa%for anv nod fill auf,minfic co vitrdlm shall he mak to electrical 2 Contractor shall provide all nvalerial%, Inh+r and equipment incidental to aril imexeary fx Y� P B II i1 is detenmrinl that adjnnhnents in the irng.+han equipment%%ill pm%ide rrr+leer 3. All prccnrre main line piping between the point of connection and the hnckflow point(s)of connection as indicated on the Drawings. and more adequate co%crage,the Contractor shall make such alo)luntments prior to completing all work,as indicated on the drawings,as reasonably implied•or as delineated in the Specifications u f011ow•s. A. If the Contractor wishes to substitute any equi, a or materials for the equipment or prevented shall be installed an required by local cote. 1 he Contractor shall verify planting Adjustments may also include changes in no72Je sizes and degrees of arc 2. All work called for n t the ihcally s nt rotes Ore--pet such be fiimished and materials listed on the Drsw•ings and Specification,he may do so by providing the following with the local ovemin body as to matenal t and installation procedures or 2. Connections shat'be made at the approximate localion(s)chows on the Drawings.installed whether or not specifically mentioned in the specifieetions. information to the Cit of Rancho Cucamonga for approval: R B Y >1't P ins rr B as required. Y B ppro leo start of construction. Submit shop drawing for approval. the Contractor is responsible for manor changes cause h}actual sole conditions. 3. The Contractor shall not willfully install the irrigation system a**hewn on the 1. P 3. Lowering raised sprinkle hc:dt by the Contractor shall b e accomplished within ten 1.02 Standards:Provide a statement the rcoxon fox making Use suttvstitvlion. Use a seTierane 1. Check Valves: • Drawing%,%hen it in ohrimtn in the field that Obctnctinnt, grade differrrten,a 3.03 INSTALLATION (10)days alb"notification by the City. sheet of Paper for each item to be submitted. diccrepancie% in arca dimrnsinn exist Thal might not have been ern%idered in All work amt materials shall comply with governing moles,safety' orders,shndards,and regulations. engineering Such nbntr ctinn or differences should be brought In the attention of I. Swing check valves 2"and smaller shall he 200 pmmd W.O(i Im,nze construction A. 'trenching: 4 All sprinkler heads%hall he net perpendicular to finished grain unless cAltewise and meet the minimum requirements of the Standard Specifications For public Works Consinclion 2. Provide descriptive raising literature.pemsic fore charts rid flow chert*for each with replaceable comrnsilion,neoprene,or rubber disc and shall meet or exceed Ile City of Rancho Cucamonga. In the scent this notification is neer performed,the item to h e substituted. designaled on the Drawings ((inner{look)latest edition. Contractor shall annume full responsibility for any revision necessary. Federal Specification W W-V--511),Class A.'i ype IV. I. Dig trenehes straight and surr+m pure conlinuou%l on hrdaom of trcnch La%pore to an even grade Trenching exca%anon shall follow layout indicated on the S. Rain!land EPB-('f vat%•"will he set per manufacture.specification so that tads 1.03 Quality Assurance: . 1.03 SUBMI TEALS 3. Provide the amentnt of cost savings if the substituted item is apl rived. 2. Anti-drain vnlves shall be of heavy duty virgin PVC conntrttetion with F IT thread Drawings and as noted. lateral Operates at design pressure. inlet and nutlet Intemal pans shall bettninleit%teed anti neoprene Anti-dnin vale A. All Contractors performing Site Devef+pmertt work,must be licensed in accordance with the A. Mnterial list B The City of Rancho CuorsmI I"n"I have the sole renpowasibility in accepting Or tejetfi I shall he field atiuttahleagaintt dn%vnnt from c to 40 feet of hcnd Anti-drain valve 2. Provide for a minimum of twenty-four (24)inches cover for all irrigation lines B. T eating of Irrigation System: lows of the State of California. an% tub miltal item as an approved equal to the equipment and materials listed on the shall he similar to t{e Valcon"ADV"or approved equal installed under paving or hardccaping 1. The Contractor%hall fiamith the articl",elfin, em,mafroadt,or p"wntet noecifiedl Din%ingc and Specifications. It. Contractor shall providr the 1 andcenre Architect and the City with a list of Suhcontraemxn J. Control Wiring1. "Me Contractor shall request the prrsence of the City of Rancho Cucamonga in by mem in rive Ihewings and SPrcificntinm No suF stitimon will be allowed wit 3. Pro%xk for a minimum of tw'enly•four(-41 inches core for all Prrtsure supply Gres and Material Suppliers expected to he employed during the course of construction. rnnr written orProval by the City Of Rancho Cucamonga 1.06 (itIARANi d{E Of Three(?)inches or larger m diameter waiting at leas(16 hcxm m advance of telling I. Except a*anted Mherwne,eonnectinm F+ehvern the automatic contmllert and the C. Contractor shalt obtain and keep in force Public Liability and Property Unmage Inunttee, A. Me it I e fox the irrigation shall he made in we(id-none with the of sic! form. electric control vales shall he made with direct burial copper wire A W(i-1 LF.600 4. Provide for a minimum of ei• 2 'test all prrssurr lines unit"hydrostatic,ties, of 130 founds per square inch and 2 Comrletr mafeial list%hill bot suthmitttdF Prier M pefnrming any work. Mateial list R Ramon*}•strnv- I,htttn(1 R1 inchn cover for all prcssurc nurph•liras of during entre course of the Construction Contnu, l he amount of insurance shall he volt. Control w•irin•inntnlled in control ware conduit within cincture shall he mak two and one half(2'h")inches or vnaller {move watertight determined b%Cut%. • shill include the nam+htetur",model numF+er,arid dcccriplion Of ill mMerialn and the General Corxlition%and Supple,rientnry Conditinm of these Specifications shill be filed !. with the City for in ecce nnce of the Irrigation system. with AW(;-I W solid copper wire Pilot%%ern shall he n diflcre+t color%vire Inn each Note 1 rain•of nae nam Ivies shall occur ilow mo imtallatttn of Ila electric equipment In he used Although manufnclurrr and other information may be Y M M R different,the following is a guide to proper submittal fo real sulotnnlie controller. Commnn wire%%hall be white with a different color stripe for S. Provide for a miniinum of twelve(I2)inches for all non-pren%ure lines b 1 D. Prior to start of site development%%vele,the Contractor shall notify the Landscape Architect B. A copy of the Gu striatfee form shall he incl ditd in the operations and mointerinnee mammal. each automatic controller Install in accordance with valve manufnclurer's control valvev and tut to gn'e starting ant comPlehnn dates Conlncti+r shall also supple the LtindsenPe Item No. Lkrulmon N1aDufWurff Model N1L specifications and wire chart. In no case shall wire size be less than 014. 6. Provide for a minimum cover of eighteen(19)inch"for all control wiring Architect and City with the name and telephone number of the Person in charge of the work. C. the guarantee form*hall be re-typed ono the Contractor's letterheod and shall centaur the 3 All piping tinder raved arras shall For tested tenets h.•olrostatie presstm of 130 poundsi I Backflov Ptecentet Feb+co 92S-Y-BV following inforrnntion: 2. Wiring shi+hl occupy Use some trcnch aril shall he installed along the same route n 7. Refer to City Standard 120"Trench Repair within City streets susceptible Io per square inch and proven watertight pnor to pa%Ing' 1.04 Responsibilities and Coordination 2 Autmm�tic Controller Calser+se FTI-ITR2 pressure surely or lateral liras wherever possible. tragic loads 1 Sustain Prcccurc in hne%Ion not lett than rix(h)bran If Yaks develop,replace 3 Master Vale Clayval 136-ACSKC GUARAN"i'EF,FOR IRRIGATION sYS-rF,FI A. Permits: the Contractor shall obtain and pay for all permits and inspections required by • 4 Etc. Etc. Etc. Where mote than tens(I)wiry is placed in a trench,the wiring shall be!aped together H. Backfilling: joints and repeat test until entire system i%Pra%cn watertight. governing authorities for the work to be performed. We hereby guarnntee that the irrigation system we have full itiled and in"ItIed is free from defects at intervals Of ftffeen(I 5)feet. in materials and workmanhi and the work has been completed in accordance with the Drawings I The lite hen shall not b e back filled until it required Tests are rfiormed -f tenches 5 All hydmstatic tests shall h•mak only in the rrencnce of the Getxnl Contmetor sect Irrigation suFxnitttil must be specific end complete. All items must by listed sect r• P 13s rc9 re B. Existing Conditions: The Contractor shall verify all condilioos and dimeninns shown on and Specifications,ordinary wear and Isar,unusual abuse,or neglect excepted We agree to it 4. An ex mien curl shell he provided within three 3 feet of each wire coneetMn. shall tx carefully backfilled wish the excavated materials a mve(d for hackfillin the City of Rancho Cucamonga. No pipe shall he backfilled until it has been should include solvent,primer,wire,connectors,valve•boxes,etc. No copies of PeC R M R rata ra Pre O rr g• the Plans at the site pricy to commencement of any wxxk under This contract. The Contractor or replace any defects in matenal Or workmanhi which cony develop during the period of one civ Ex aneiom curl shall he of sufficient length at each splice connection at each electric eoncislin•of earth•loam,sandy clay,sand,or other approved mnlenak.free from ohnerved,tested,and approved in wining shall verify live location and depth of all underground utilities Prior to start of work. manufacturer's literature(catalog cuts)are required as submittal informationP r R PeA Y r• R r r Pr p ), from dale of acceptance ane,alto to repair or replace any damage r"ohling from five repairing or control valve,to that in Bose of repair,lite valve bonnet inn} b e brought to the large %loch of earth or stones Nact,lill shall be inechanicn11% conopac ed in replacing of such defects at no additional costs to the Cil We shall make such repairs or nirface without di%conneclin the control wires. Control wires shall b e laid local landwa I arras to a(Iry demit'equal to ad scent undvnnrlVil u+it m planting arca%. 6 Furnish nee"nary force pump and all other test equipment. C. Temporary t Itilili": The Contractor shall apply for and ay all cost incurred for all 3. The Conon-Ice may nibnil nilmiiveinn for equipment enol materials fitted nn the Y• g Y t'e 1 I� r� R iK'• rr Y pay Drnwin s by following procedures as outlined in Section 1.05 of the Irrigation rerlacementt within a reda+naMe time,as determined b y the Cit•,after receipt of written notice. In in trench without str"s or stretching wire condtclors. flackfill will conform to adjacent rales without di s,sunken areas,humps or other item +nry utilities such u water, electrical power and as as required M him for the R B tTMne1 B r- r rw Po R Specifications. the failure of our faIn make such repairsreenrc repairs or replacements within o aeonahk time aper receipt surface irregularities When the img:maoon tyaem on completed, tics mform a coverage lest in the preserve,of constnclinn of the pmject. Temporay services shall be ibotdinato-ol with the Cry a►d other of written notice from the City,we authorize the City to proceed to have said repairs or replacements S. All split"%hall be mak with Scotch-Lok 03576 Conne"rx Staling Packs,Rninbi►d the('II)"of RanchoCuctinn+nga to determine if the Water coverage for planting areas contractors on the job site. 4. Fquirmem or m rlerialt insialled or fuminhed within prim arPmval of the City of made at our expense and we will pay the costs and charges therefore upon demand. Snap-1 ile wire connectors.,or approved equal. Make only one splice with each 2. A fine granular material backfill%%ill be initially pined nn all line% No foreign on complete and adequate I ttmish all matenperform all and perforall work required to Rancho Cuenennngs may he rejected and the Contractor may be required to remove connector sealing pack. mattet larger than one-half('/r)inch in size will be permitted in the initial backfill. stmt any made)nxie%of coverage due to deviatonn from the Drawings,or where D. Survcv.Reference Points,and Elevations The Contractor is respnnnihk for enisiblinhing all such materials from the site at his own expense PRO ECT: the %%,.tem has been willfully installed as indicated on the Drawings when it is surveys,reference points and elevations required by him,and shown on plans for proper 3. Approval of env item,ohemative or suh%titute indicate one that the 6. Field splices between The aettornatie controller and electric con.0 valves will not be 3. FloodingOf Ircmch"will he ratted only with approval of the City of Rancho ohyiou%I%inadequate,without bringing thin Tc+the attention of the City of Rancho Pr Y Or �� rr Cucamonga This tett shall lle accomplished before an}ground cover is planted. execution of site construction. prodders apparently meet the requirement%of the Drawings and Specifications on the LOCATION: allowed without prior approval of the City of Rancho Cucamonga. Cucamonga basis of The information or samples submitted. 1i. Traffic: -Ile Contractor is m*romiMr for all temporary traffic barriers and detcatrs required SIGNED: K. AWoxmmic Controller 4, if settlement occun sol sulnequent aliustmentt in pipe,valve%,wrinkle bealq B Upoadjuq colo letion meet sof each phase of work. the entire system shall be Tested and by him for the constntetion of the project All temporary traffic harriers and detours shall adjusted to inert site rcgmrcmcnls. conform to all conditions required by the Cit or ovemin authorities. 6. Manufxtvrcr's wiemuntin shall not relieve the Contractor of his liability under the lawn,planting.Or other constriction me necessary,the Contractor shill make all M Y B B guarantee. Such warranties shall only supplement the guarantee. ADDRESSED: I. Automatic eotttrrefl"(s)shall be of size and type shown On the Drawings, required adjustment%without cost to the City. 07 MAIN I FINANCE Il, RECORD DRAWINGS: PlIONF.: DATE OF ACCEPTANCE: 2. Final location of automatic controller(s)shall be approved by the City of Rancho C. T teaching and llnckfill Under I'm ing: Cucamonga. A. The ermireirriparion%y'ttem shell be under fill automatteoperatics for a period of seven(7) 1.05 Defective and Unauthorized Work• R f 2•E'RU12(2S:1S days prior to any planting. I. The Contractor shnll Provide and keep up-to-date a complete record set of Mueline PA- I. Trenches located under area"where paving,acrhaltic concrete,or concrete will be ozahid print%which shalf be corrected daily,showing ever'change from the Original 3. Unless nfhm%-int noted On the hawing%, the 120 voh electrical power in each installed•shall he backfilled with%and(n laver tow(4)inch"below the pore and six All work which is determined M inspection to be defective in its construction or deficient in any of 2.01 MA Il RIALS a+mom die cnntmller locatitm it IO Fx fumialied others 1 he final electrical book- ., B. The City of Rlnche Cucav it art.".k, the right to w•mve or shorten the t+peration period. the requirrmrnts of the plane and specification,shall be remedied or removed,and replaced by the ' Drawings and Specifications and the exact inctnlled locations,sizes,and kind%of h'Y (6)inches above file pipe)and compacted in layer;to 9� s compaction,ming man+al equipment Printf for this a ne may he obtained from lite City of Rancho up shall be the responsibility of the Coniraclor. or mechanical tampon•dew" 'I rendre%for piping•nhnll b e compacted toe ual tlx Contractor at his own expense in a manner acceptable to the Landscape Architect and City. P T^ Y f r r 6 r• 4 ).09 CLEAN-1 Cucamonga tit cont. This set of drawings shall be kept on the site and shall be used A. Gent I- Use Only new I a c iah of brands and types noted on drawing%, specified►Hein, compaction of the existing adjacent uneillurl+cd %oil and %hall be I00 in a form only as a record set. or approved equals 1,- Iaeetric Control Vales: unyielding condition All trenches%hall he left Iluch%%till the adlouurg grade live 1.06 Inspections: ('lean-uP%hall be m:tk&'each Portion of wxwk pnegrrem. Refua and execs dirt*hill he rernnwe%! Contractor shall set in place,car and pressure to%t all piping under pa%ng prior to the from the site,all walk%and %in shall be bloomed or washed down,and any dam, sustained on 2. The Contractor chaff make txat raiol IeFiMe rotations on 1Fse trco,rtl drawing jxmgrets B. PVC Pressure Main Line Pipe and Fillings: 1. All electric control vectors%hail he Ila same size sect tyre shown on the Irawings. ra%mg v%nrk. Pa g '� The Contractor shall arrange for inspections b}' +iotifyitfF the l.snitca(se Architect. City sect Orrin dni'v an the work procerds, shoving the wink as actually installed. For the work of others shall be repaired in ms original condition governing authorities,24 hours Prior in time of inpection,unfree other%ise noted Impectiomn shall example,should a piece of equirment be inctalled in a location that does riot match 1. Pressure main line piping lex sizes 2'and larger shall be PVC Class 313. 2. All electric control valves*hal)have a manual flow adjustment, 2. Generally, piping tinder existing walks in done by jacking, Mring, or hydraulic Fle ns listed below,hal not necessarily m this Order. Only the inspection performing to the pmjtet the plan,the Contractor must inlicane that rynirmref hat been relocated in a graphic driving,hill where an%cutting or hr"Iting of sidew•alkn atxl'ot concrete in neces%arv. scope of work will apply: manner no an to match the original svmhok an indicated in the ori atom legend lh a 2. Class 31 S i shall be monk from an NSF veil Type 1, Gide 1, PVC 3- Provilok end iniall one control valve box for each electric control valve. g g. eF pipe •Pete )Pe i1 shell he dim and replaced by the ('onunclor an a part of lite ('ontract cost. 1.09 FINAI.SI IT'OilS1:RVA1 ION PRIOR TO AC'CF.rtANC'1: Rough(haling. relocated equipment and dimensions will then be transferred to the original record compmtnd conforming to ASTM►nim srecificnton 1)1794. All pope nntst meet Pernitsion to cut nr tweak%idewitlkn and or concrete shall be obtained from the City drawing plan at the proper time. requirements as set forth in federal Specification PS-22-70,with on approprialte M. Control Valve Boxes Drain Liner and Catch Basin% of Rancho Cucamonga. No hydraulic deicing will he permitted under concrete A. The Contraeter shall t+perair each system in ilc emrct%for the Cit•of Rancho C'ttcamenga Irrigations(main line rre%%ure.coverage&system operations test). standard dimension(S.D.R.)(Solent-weld Pipe). paving. at time of final obsrraton Am item%deemed not acceptable by the tut'of Rancho 3. Brfi+rve the rite of the final obitervation,the Co,.ac or chaff Iramfer all information 1. t Ise 10"x 10-111'rotund box for all gate vnlvn. Carson Inhtetrie%0910-1 2"with } Sol Preparation and Finish Grading ('uramnnga shall he reworked 'to the complete satisfaction of the City of Rancho Plant Material(dch%m k placement) from the 'record dowing' prints M a sepia m)Ins or similar mylar material. 3. Prreniremain line piping fofsizes I-IR"and smaller shall bse PVC Schedule 40 with green bolt-down cover or aPpmved equal Extension shece shall be PVC' with 1 Ref"io('it%Standard 120"Trench Repair"when within('ity streets cu%ceptible to Ar►nngements%hall be made through The cit) for Obtaining said sepia myhar or soleal welded joints. minimum size of six(6)inches traffic hold% Cucamonga Final Itinpe tion(Compafter I maintenance (al ricid)-7 do Of landscape improvements)-7 Days. simdin myltir material. All work shall he in waterproof India ink and applied to the Final In%pection(aper maintenance period)-7 days 1. Schedule 40 i chill Fr mark from NSF approved 1 v 1,(:rsik I PVC c 2. Use 9•I/2" x 16" x 1 1"reef. alar hex for all electric control vahet ('cram Is 1 he Conlfator shall thew evidence 10 the('itv of Rancho(uteamorTn Ihal the City has mylnr by a technical pen made expressly for une on m%lar mntenal. Such pen shall pipe- rrrm 111 nfT 1). Assemblies he nimiltir to those manufactured b% Rapidograph. Kieflel k Fwd.or i other Cattell. conforming In AS I M resin specificminn D 1795• All pipe mum tt►meet rcquiremes Inductees 0 1419-128 ree with gn hill-d own cover or approved ryual, rcrcivnl all accnanrm,charts,veered dnw'irvg%,and eyuifmicrvt an required h+efexr final site The cont r for shall arange a Preconciruction job conference with the Landware Architect and City The dirreminm shall he made as to he easily readable even on The final controller as set forth in Federal Specification PS-21.70. I. Routing of srrinkler irrigation line-as indicated on the Draw ingc in diagrammatic. observation can occur a minimum Of seven(7)days prior to the beginning work. chart(ser Section C). the original my lar"record dra%%ing"rlan shall benut•mitted, 3. tlive 6"dian ew x 9-3/4"deep round rin"ic valve box for all qutkk coupling volven Inctall linen land%ariou%n%cemblies)in such a manor as to conform%%till the details to the ('icy of Rancho Cucamonga for appro%al prior to the completion of the 5. PVC solvent-went fittings shalt be Schedule 40,1 1-1 NSF-,I ,ved conforming to Corwin Industries 0 609-11 with green flex-lock cover or approved equal, in live Dta%%ingc 3.10 SI tE OI1S1 RVATION SC IIFDULI: contmllet chart. AS till test procedure D2466 4. Use 9-IR"x 16'of 1 I"reetanF+tint hnx for all electric control vshv"imttiiled witfiin A lite('(mtnctix%hall Foe respr•nsiFik fiw t000tuf%inF Ila(-d%of Rarclo('ue;atxxega in advance 2. Install NO multipleassertvblie%inptantic Ins" Provide each assembly with its Own Mr the frillo%%m observation meetin s accordin•to the time Indicated 4. The C'ontoo-wor shall dimentios frmm vm,(2)permanent pries of reference,such n 6. Solvent cement arxl primer for PVC%olvem•wrW pipe abd fitting%shall be of type on-grade Iandncaped was Carson Inductees 0 1419-1211 with green boll-down o flet. Bg 4 Fmilding comes, sidewalk edges, road intersections, etc, the location of the and installation methods prescribed by the manufacturer. cover or approved equal. 1 Pre-Job Conference-J days followingmg items: {. Install all a«emhli" srecifed herein in accordance h rctpeelkr detail 1 In 7. All PVC pipe roust beat the following markings: 5. Use 10" x 10-1/4'nmsd box fox all quick eotrrling volven installed within os- absence of detail drwwingt or Cpecificationt pertaining to specific item-reyaired to structure lankeaprd areas. Carron Inlusmes No.910-1211 with green bolt-down 2 Pressme supply line installation•24 boom I a. Connection in existing water liras. complete work,perform Inch work in accordance with hest standard practice with b. Connection to existing electrical power. A. Manufacturers firm cover or approved egn,al. prior mppmval of City of Rancho Cucamonga. 1 e. Gate valves b. Nominal pipe size Lateral hoe andsprinkler installatiem- 4 hours d. Routing of srnnklerpressute lines(dimemios mac 100'along routirug). a Schedule or class N. Sprinkler heads: 4. PVC Pore and futtinin shall he thomughly cleaned of dirt.duet,and motcture before 1 Automatic controller mnallatmn-24 hours e Sprinkler control vales. d. Pren%ure rating in P.S.I. installation Installation tin(]solvent welding methods%bill be as recommended by C NSF(National Sanitation Faadelirs wal 1. All sprinkler hvtadt shall he of the"me cin,type,and deliver the same raft of f Routing of control wiring and IocatiOn of all splice boxes. ( )ate' the pipe and fitting manufacturer. i Control wire m%tallation-24 hour S. Quick coupling valves. f. Dote of extrusion prrcopmatinn with the diameter(oor radius)of throw,prtsnnr,tint discharge a%sbown h. Shial.-ours kr future cotrneetions. on the Drawings and/or specified in these special provisions. S. On PVC to mesal connections,the Cnntrxtivr shall work the metal connections first. . i % h sall bh ear the manufaehrrer s name tw trademark, i emar ,materal 6. Pers%ttrc steeply lora and lateral lore tenting-49 hours i. Other related equipment as directed by the City of Rancho Ctrcame+nge. 9All ftti� ���• Teflon tape Or approved%gest,shall Fte wed on all threaded PVC to PVC,and on all sine,applicable I.P.S.schedule and NSF anal of approval. 2. Spray heads shall have a screw adjuistment. Threaded PVCIP metal joints Light wench rre"urr it all that in required Whee 7. Coverage test-49 hour S. On or before tlx date of the final field nloeervation,IFx Contractor shall deliver the 3. Riser units shall be fabrieafed in accordance with the details shown is the drawl threaded PVC'connections are required,use threaded PVC adaptern into which the CIT 1/ corrected and coin IHed te 'an in the('it%of Rancho Cucamonga a Iktive of the C. PVC Nom-Prcseum Lateral Lint Piping pipe may he%ol%eni welded. ) DESCRIPTION OF REVISION DAT 9 APPROVED r i" F ►Y 9 Final Obtm•ation•7 clays sepia;will not relieve the Contractor of the responsibility of furnishing required . n information that may be omitted from the Prints. 1. Non-prcnaire buried lateral line piping shall be PVC Schedule 40 with solvent-weld 4. Riser m 1'rlea for all sprinkler lards shall be Tlve sartx size as the reser opening B in the li. Line Clearance It. When ohsennsc tiehave been conducted ddb"than the('icy mf Rancho Cutemmcmgn,show joints when installed in planing ureas. sprinkler body. C. Controller Charts e%idence in wrung o1 when and by ahem these obseratuom were made. CITY O F RANCHO CUCAMONGA 2. Non-Preenm installed line Piping iralfed under paved arm shall be PVC Sehedetk S. All sprinkler Meads of the nacre type shall he the satin marwfacturer. 1. A11 line shall have a minimum clearance Of six (6)inches from each nth"and 40 with solvent welded joints. twelve (!2)inches from linen of Oliver Inde,wilh the exception of the control wine C. No site irn obseatiowill commence without"As-Butll"record drawing%. The comrscior 1. As-built%drawing%shall he approved by the City of Rancho Cucamonga before O. Sleeving' sleeve(;)which%hall he in%talled adjacent it,prrnsttm suprl%fine. Parallel heirs shall shall not call fir a cite visit wish tit "An-Built" record drawings, w'ithotn completing controller charts are prcrared. not he installed directly over title another previou%ly noted corrections,or without preparing The system for said visit. SPECIFICATIONS 3. Pipe shall he made from NSF erpmved, Type I, Grade II PVC oompan%d 2 Provide one controller chart for each controller*equence, conforming to ASTM resin specification 11794. All pipe mustince tequiremenb 1. Skewing under le 40 P.V.C.liepaved prove for equal. ne,lateral liras or ecx+trol wiring shall be Schedule 40 .VC.or approved equal. F. Automatic Contmller Assembly: FOR set fowth in Federal Specification PS-22.70 with an appropriate stardin dimension 3. live chart shall-thew the ors too ti, by the autnmtitic controller and shall be the folio. P. Vandal Rt%istnnt Controller EneMrm Intlall as per mannf tourer'%in-inctiont Remote control vales shall be connected IO YO UN G S CANYON ROAD maximum size which the controller door will allow. controller in numerical nequencr on shown on the Dnwings. r TRACT 13566-2 4. Exceptat rveted in 1.2,and.1 of this stenion(2.01 B).all ttrcmre Its for A( j + P. rnaRrsrh% * 1. Controller enclosure*Mill be of size end type sFdewat on the Irrigation(hewing*and (,�v(rx�7 e 4. Theeve chart is t be a reduced ed drawing of the actual installed syvem HOwtwes on the a press rr nai lateral line rope and fittings shall ct the same as for pelvem-weld Irrigation Detail sheet. G. Iligh Voltage Wiring for Automatic Controller: Ik 0 ' TMP HOMES event the contmlle sequntee in not legible when the drawing is reduced,it shall be pressure main lira pipe end fittings a%set forth in section 2.0113 of the Specification. � '�- enlarged to a size that will be readable when reduced. 2. A hwithoard shall he secured to the enlrolf"enclos»rc horning to Provide a tdisc 1. 120 volt power connection to lite automatic controller shall be pru%ided by the D. Brass Pipe and Fittings: for mounting the automatic sprinkler controller and terminal strip. Contractor. 2M (� 3. The chort shall be a block line or blueline ordid print and a different color shall be � .. /' W1TE7 used to indicate the area of coverage for each station. 1. Where indicated eon the Drawings,use red bras*starsred pipe conkxmhng b Federal 3. A 1 17 volt duplex (xix shell he provided with an On/Off switch,and a 117 yell 2. All electrical work shall conform t+local%mdse,onlimnces.and union authorities (� ie22L 24953 Specification 0WW-P-331. receptacle. Metal conduit shall run from the 117 volt supply to the controller having jurmliction CITY ENGINEER w R.C.E. NO. 6 When completed and sitroved,the chart shell be hermetically seated between two Mousing. All power within the housing shall be properly phased. * �`.p pieces of plastic,each piece being a minimum 20 mils. 2. Fittings shall be red bra"conforming to Federal Specification OWW-PA60. H. Remote Control Vales f DESIGN �) 5 I T E S G A C L' S RLC MM NOf 0 7. •live"chit%%hall be cmm and veil prior to the final held obseration of 4. A luminal strip shall be provided,clearly indicating The roper roims of emmectio l Js'v , ! �� LANDSCAPE ARClilTECTUP,E AND PLAWIVIG O i/1 pletrd ° rr of all appropriate wiring(station valves,master valve,common,centrad conlml). 1. Install wl+crc down on the Drawinrt. 3tihere grouped together•allow,at least twelve rA '�C•r 1� �� (A/ the irrigation system. (121 inch%%between adjacent vale boxes. Install each remote control valve in a z (1 ante vat's box F Of al, AL DRAWN _ \` 180Nnrjrorr Center Drive.Suite_10 !NEE t r• NcxporrDeech.CA 9.660 _1 I,., kcivard^nlhem•i.Gcen,e!2782 L-14 15 1,..f 15- (714)644-9370 Fax(714)6:l-1-9396 � C.HECKg4 DRAINING M0 _- _ _ _ _ ______ _ --_.._.--_---_-.�__.___---____ _ �._.___.__ - - - _ _�_e______ ____ -._.__-_. .__._,. -.¢_ _.___ _ ____._ -___ ___.. - -__ _ ._ _1__-1_,-:,_.-.._-_�_ ___._ __.__.�_r.__.�__� .._--- - - __.__ _ __ . -_ __- 4- . -._ _ t 96-016 DATE FIE NO /S?8"L' _ _ -_ _______. __ ___ _. PROJECT SHEET #31 OF 35 r • r • 1.07 Otrafantier D. All phert nantenial delivered to the site drawing sigr►s of dttmage or do eave or is inseffieienl the surface of the soil. Physically temnve aN weeds from the site. A. I'Innf MateriAtl trees,sin sin to carry out the;treat of the planting plan will not accepted and will be replaced at a!% hredns,geotend cove►;beAr)iteg plmm nreA lawn shall to gennanteed .A `I�MAIN I I�NAN 'l•. from date of final acceptance of landscape construction etion for periods follows Contrwctor's expertise. I'AR'1'7- NtriCAI Tars 21"box E. Sim-Shall be as stated on the Man. Contniner stea ek(I-gafton.S-Conme, nd 15- 7.01 Scope of Work: gotten)shall have been grown in contniners for at knit one(1)year,best tial over two(2) Shrubs All sim 120 days 'I IS Ital. 1. at larger I yew!smaller 1 year ye„n. Provide all m.teriatslabor and, eqt ipmeeN necessary (iw. of incidental In. performing all Omitted Cover 120 days maintenance reopeirc cc,s as reasonably implied or as deli trertted in the specific,liars including,but F• SxbttitutiM-Sttl+Sfitvtloro for inAierrted sit *01 will be Deriding PI&M 120 days � peroaitted pie the nal limited to the following: sld+stitute materials are approved in advance by the City,and arc maN de no additional cost Lawn(sod) 120 days to the City. Except for whori7ed variations,all substitute plant materials shall conform an to Maintain all plants d Planted at as. LaNT(seed) 120 days from first naowinng the requirements of these specifications. Keep planted wem free of weeds and debris. Ouannte,s begin after the Prime trees and shrvhs. R project shall replace by City and M the end of the "died G. •Maras not approved we to be removed from site and maintenance period. Landscape C01141 110,71 shall►e•pinee and plant all materials which have died lrntreedifitef7 Fertilimt all plants and planted areaf. cost areplaced with suitable plants. lie City reserves the right to reject entire lots of plants Irrigation. within the time span stated above.of no cost within S days from receiving written"Mice from the represented by defected samp}es. Landscape Architect or City. If dead material is not replaced and planted within the 5 day Insecticide spraying. period.City may replace dead material with new material and charge the Landscape Contractor for IL Stake all trees,n per details immediately after planting to prevent wird all expenses incurred. age. 7.02 Fertilizers: 1. Plant trees that are to be treater)in Iowa or gtmmd cover mien after finish graAet arc first A. Commercial fertifi7ers with fin amely+is of 5.3-I-(int-Power Mm,and 12.8.8(iro-P ower established and allow at least 7 calendar days prim to irastallatioon tet said lawns or ground Controlled Release Nitrogen,as designated herein,or appmced ntbetittwe as retptired by the N. CeMrshnetim+Materials: Tie tontrnchr shall gerararetee all workmanship and materials for cover to provide for thorough watering of trees. All planting hots shall be excavated an Agroeomk soils report. Available from Oro Power(909)391.171.1 all site devel oprnent for a period of one year from date of final acceptance of project. defined on appropriate details. D. Ammmri im Sulfate: Gransulfite and form containing not less than 21%nitrogen and 24%su 1.08 Material end Labor Releases: 1.03 Soil Amendments. and shall he registered as an agricultural miner,with the State Department of Agriculture in compliance with Article 2-"Fertiti7tr Materials,"Section 1030 of tie Agricultural Code. Upon completion of the wink.the Contractor sfiwtl present m the City.signed copies orf all labor and Soil amendments shall bees rceemmenrlyd in the Agmromic soils report materials releases for all work performed under Site Development. 1.01 Trees Stakes: 7.03 GeTeral: 1.09 Disposod and Clean-up Mai lemance shall start immediately after landscape irrigation and planting. Tree stakes shall he lodge pot pine tree stakes. See tree staking detail on plans for fuller Remove all waste matrriwls(ireluxlit+g exeavafed material classified as unacceptafile mil mttrri31). information. Maintain all plants and planted arras on a continuous basis as they are instafled during the propv-vs trash and dehris generated or encountered dieting the course of landscape construction,and legally of the work,and continue to maintain them until final acceptance of telal proiect. Replace dispose of it. During the course of the work,remove surplus materials from the site and leave PART c- GRD I)IN)COVER ANBEDDING PI ANTS or flying plants as directed by the landscape Archilecl and City repro%entahve. any dead premises in a neat and clean condition. Clean up and rcmmr all remaining debris and surphn materials upnn completion of work,leaving the premises neat and clean. The site shall be cleaned 3.01 Scope of Work: A. Irrigation: Operate irrigation%vstem on an established program to maintain all plants amt upon the request of the inspector. planted areas in a healthy condition Irrigation system rem-off shall he kept to a minimum Provide ail mafer;trls and equipment and perform all week nteeeeary few and incidental to installing Damage to irrigation%vstem remelting from maintenance and equipment and/or maintenance PART 2•FxFrl l n dN all ground cover and bedding plants,as shown on phare,as reasonably implied,or delineated in the personnel,shall be restored to its original condition at no cost In the City. Failure of an)•part specifications. 2.01 Protection- of the irrigation system shall he brought to the attention of the City No repairs other than Keep all plant material delivered to site in a healthy condition for planting. Plante shall not be 5.02 Bedding Plants: emergency repairs shall he accomplished without written permission from the City. allowed to dry met. Rare root%trick shall be separated and heeled-in,in most earth or other suitable B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at material until planting. linlled and burlapped ptatetc shall have root ball covered with moist sawdust Perennials and Animal Nrovrde healtfiy totta;nem grown phots from a►rengnize'd nu►ser7,amt of intervals not to exceed 10 calenrlwr days. wood chips or other suitable material until planting. the species and variety she"on playas. The Contractor may elect to remove such coneentrations of weeds maritally or by an 202 Installation 5.03 Ground Cover: approved herbicide program. Contractor tC. Pest Control: Spray all plants and plumed arras at beginning of maintenance program and Detailed layout of plants within the Planting arras shall be performed by ractor red approved Ormmd Cover: Provide gerund cover of the species shown on plan%. Groomed M met lit ocl of peel control,In keep all plant s by the Lwnd ndsenpe Architect and City prior to planting established awell rooted in Rats or similar containe,s. amt plrtntas rd arefm of inslover sluff be W may become necessary IhrrcaRer an approved m insects and Aimee. Method edit he rev;,weA by the Cit)prior In Soil excavated from planting We,shall be amended to backfill around tires and shrubs using the 5.01 Mulch: any applications. Pest Control 511-111 inc11ale Li9vhcfssntl(vI_ following mixture: D. Pruning- Prime all plants as designated and directed by Liondecape Architect,at start of Mulch Shall be of compacted weal chip fiber. maintenance program n find continue to prime plants directed or as may become necessary Native.(he-Site Steil with rock no greater than 3"in diameter until the end of the maintenance program. G►o Power Plus,5-3-1 1516"/ey 5.05 Coordination' Iron Sulfate 2 Ibs/cy Remove trade weekly. Edge g+eund covet to keep in hounds and trim top growth as A. Ike not have plots delivered to the job site until site cored itims are ready for planting. If necessary to achieve and Overall even appearance. Exlerminae gophers and repa moles, ir (To be used for bidding purposes only,verify with Agronomic Soils Test.) planting is delayed,keep plant roots moist and place in a sheltered location protected from damage. the sun,wind and other damaging elements. After hnekfitlirng,construct 13"earthen berm to form watering basin wound each pert,10 allow r thorough water-in and est&bliotmerel. 11. Soil I ep: a inn mid fare grading shall he completed and wed d shrvi, installed prior to PART 8-ACCFPTAN['F OF PROJFC Prier to Installation Of hof and ground raver.remwater fer laesiro from aminid trees and tdbedding plants and ground cover planting. 8.01 General:inrbs. Derma in turf areas to be removed prior to City acceptance. 3 V6 Installation: Upon completion of itntaldMion,a maiMename period Of a mirtinntm of I1t"days lir oil landscaped areas is reoptired prior In final ncceptance of the souk by the City. I he comnorncetne+t date for file nainlename Mant ground cover and bedding phents;n moist soil and space as indicated on plana period shall commence upon written appnrvnl for all phases of planting imtalintion by lire Cily Public Works PART i_SOII.PREPAILATION AND FINISH GRADING Inspector. Maintenance period shall he adequate to verify plant chamcletistics and eslahhshment. Each plait shall he plamrd with its pmpertirnwtt amotnnt of mil m n M m;nimi>ar rrxrt disherteeriee. 3.01 Scope of Work: Soil moisture shall he such that mil does not crumble when removing plants from container. A. Two inspections shall he matte that affect the establi%hment period: TltcBtst after an plantings have been completely installed in order to approve the beginning of the A. Provide all materials and i Rrgrmde planter area after planting,to rceterr smooth finish grade and to inure proper surface estahlishment period,amt the-ami,i at the end of the establishment period. If plantings are egu poem,and perform all end I necessary for and incidents!to drainage. A 1"Inger of mulch material shall be spread over the entire plainer fires after rade is The mil prrparahon and finish grading Of all planting nerd IaaT areas as shown on plans,as B not acceptable at the end of the 190 day period,due to defective maintenance,then continue rrasonabl implied,or n delineated in the s established. Watering shall begin immediately after mulching.(Grading shall accommodate the establishment until all work meets with the Specifications and can be approved. P specifications. mulch) B. Furnishing,placement and grading,of 1Opsoil for backfilling of planters if required. 5.07 Protection: B. At termination of establishment period all plant material shall be live,healthy,undamaged, and fret of infestation. Inferior plantings shall he replaced and brought to it satisfactory C. Cleaning and finish grading of plamen arras and planting arras. condition befiore final acceptance of work will he made All wrens shall he neatly raked and Erect tc film ary fencing or barriers M pans ten phenit ,refrom damage prier in find accephmce. free of weeds. 3.02 1 npmil: PAR 1 6-W L F ARA'I EMENT A. Existing ori-site coifs listed as*wceptobW under Site Grading'specification. 6.01 Scope of Work: B. Tops nil imported to site for use as fell.Mrckfill in planters and mounding.shall be sandy Provide all material, textured. %ill Plus clay content of this soil•othall he no greater than 15%by weight. The egrnipmerit,aced falx''nreeessarr M perform all work as itedieated tat plans,as boron content of this soil shall he no ranter than 1 reasonably implied,and as delineated in the Specificatirn», g part per million ws meaeured tar the sahtration extract. The sodium absorption ratio(SAR)shall not exceed 3.0 millimohos per 6.02 Quality Assurance: at 25 C. In Order to ensure conformance•samples of the imported mil shall be submitted to we agmmomic mils testing laboratory, approved by the project Landscape Architect for aaalv%is prior to use. Result of testing 10 be delivered to City for approval. A. 71he Applicator Of an weed comm!materials shall he licensed by the State of Califs nrI as Soil test to include analysis and recommendations. a Pest Control Operator trod a Pest Control Advisor in addition to any subeomrectm licenses that we required. 303 Soil Anvie drive,. D. All materials and methods mot conform to Federal,State,and Loeal Regulatiem. All mil tareerxlments shag be r specified in the Agrorx+mie Suitfihitity/Fertility soils report finrnisfied by the Contractor 6.03 Submittal 3.04 Soil P-pa-fict"7 Prior to the imtallat;rrr of airy weed combat ma1_6 the 1.0nAsewpe Cmrtmactm shag std+ro;t to the LaMotcepe Architect/City a list of the weed control ink,ials and qunmtities per acre intended for ase All work On irrigation system shall he complete anA inspected for recommended approval and,fine in controlling the weed types prevalent and expected on the site,as supplied by the Pest Control grading completed,Prior 10 mtotilling and prior to mil amendment work. Adviser. Pest COntmi Advisor shall furnish the Landscrupe Comneiorand I-ne dwape Architect and City data to demonstrnte the compatibility of the weed control materials and methrds with the After tough grades h%ve been establithm.prep,,ail IfiwT ated planting areas M tilling or cress anttnled planting and seed varieties present. tipping ton depth of 12' All rock and debris more than 2'to dtimeter shin be removed(rem the site,escept fit areas that areto be sodded, in which all rack and debris more than 1"in diameter 6 M Responsibility and Coordination: shall be removed. A. Landscape Contractor is rcsprmsibk for the erection of an sign%and barriers fegaired to Apply,spread,and rotriil in aha amid amendments as recommended If,a depth of 6". Water ares prevent intrusion into the treated arm and to notify the public. thoroughly oner rototilling is complete. Incorporate evenly into the top 1"to 6"the following for each 1,000 square"of planting area: B. No material or methods shall affect the landscape planting or hydros,ed germination. No material or method shall render the job site unusable for more than 10 days from date of 1 cubic yards of nitreili7ed Redwood or Fir shaving or equal. application. 200 IM.of Om-Power or approved equal. 11e above coil Conditioning nrin;mal gtal;tie%Onix and shrneld he%reed Only for bidding panmpOs6.05 Non-Selective Herbicides:icides:e, beenose mil conditions may change dratticnll) from the time these s(eeifiestioms were developed Non-selective contact htrh;ciode and/or non-selective systemic herbicides(as reeennne mel by the to the time the actual soil conditioning take pine 7 herefore,the Contrac for shall nbinin his own Pen Control Advisor) %tails annlvtis at a rare ridone per every 25,000%grime feet of planted wen 'hese mil tests shall he conducted by an approved Agronomic mils testing lob raMry approved by the project Landscape 6.06 Selective Herbicides: Architect and City. Copies of the soil test to be provided during the Pre-eonstnetioa job oxreferrnee. 3.05 Finish Grading: Selective pre-emergent herbicides u'ompatible with seed mixtures(as reee I fit Ide by the Pest Control Advisor) After mtmining opermiie , me cmnple! .grwde meas to establish finish grades l r planting. All Row 6.07 Weed Eradication: lines Shall be maintained and proper tolerances shall be met&flet settlement at the end of the project maintenance period If in the opinion Office Peat Cartrol Advisor,pt e i iwd grasses and weeds esist;ng in tie,hating areas will require control prior to removal, spray these areas per Pest Control Advisor's Finish grading shall leave surfaceof the ground uniformly$mmoth and free of abrupt grade cheinge. recommendations. 306 Coordination: A. Prim to ttx;netaNat;rm of the irrigatie+n system remove and clear ell weeds axed dekterimta Weed aMtemrnt svoork shall be coordinated with the irmall:n;ort Of the irrigation system rotmill;ng mwterials from planting rtes aid soil amendment work,and planting. (See Weed Abatement section). Allow herbicide to kill all weeds. Rake or her off aft dead weeds toa depth of 1"-2'below PART 4-TRETA ANiI STIR IRC 4.01 Scope of Work IOr DESCRIPTN OF REVISION DAT11TY ASC Vat 0 as rerm all material,a and as d and labor necessary to;anal,all ems amt shneM r%fierwm rte plan CITY 0 F RANCHO C U CtA M 0 N GA a%rcoisonahly implied and as delineated in the sptcificat;ons. ' I.02 Products r A. -hart erica i Joint C m,the drfie lJo conformhne the*Sliveceps fon,Ment Names" SPECIFICATIONS eetahliched by the American Joint Committee on Horticulture. Except for names covered therein,the established custom of the nursery is followed. D. Svigorous.itim-I'I.,nt%%hall he symmetrical.typical for variety.,,d epecies,sormA,healthy. YO UN G S CANYON ROAD vigrius,free from plant disease,imrct pest%,or their eggs,and Beall have healthy,normal FOR root systems,well-fulling their container,buy net 1O the point of being root bound. Plants TRACT 13b6f-2 shall not be pru rn-d at anytime,and in no case shall teres 1e topped. � � ` �, A. F �, TMP HOMES C. l ices and shnrM shall be growing at a megn;7cd ntwsery in aecOrdmee with geood � � hnrticuhure practises.rd shah be of the silt and caliper ,ittirwNy associated with the �T� �G n APPROVED BY: • • DATE. eonta;rer size spe•eiRed oo pinm Remind of all left%,lal+els,nuns•stakes and tits from � _ all plant material prohibited until the approval of the I.ax)tcape Architect or City. CITY ENa1NEE RC.E 2453 - * D[aIYM l S 1 T r- G A 11 E NECOM Oto ��LtiaOSCAPE ARCHITECIURE AND PLANmwG fle9 a'rt �' DRAWN _ /80AreorportCenterDrive,Suite2/0 SHE Neotport Beach.Ci 92660 tb7 _15 or 15 C rhord Polhaaur.Lnr Lcee a 2782 L fr lME C l([p l (71 JJ 6/J-9370 Fez(714)644-9396 DRAWING NO 1.00 1598-� 96-016 DATE FILE NO PROJECT SHEET #32-OF 38