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1988-L
D4' EV'ffELOPER/OWNER SUN CAL DEVELDPMENT 2392 MORSE AVE . IRVINE , CA - 6234 (949) 777-4000 ATTN : JERRY GAHAN TRACT 15982 A ti VICINITY MAP GENERAL NOTES SHEET INDEX PROJECT SITE L-1 TITI.ESHEET GENERAL NOTES.- L-2 CONSTRUCTION PLAN z EK711 - E r .._n,..D,p tgQi•� ti:gar; L 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE 12, CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING 3 CONSTRUCTION PLAN PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE CRITERIA: ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. -4L CONSTRUCTION DETAILS a, Q.•fing{.GT p81 , I wYLS4N .. °` -�.n HIt�N _._ • CITY-MAINTAINED SHRUB _ - :` s,� A BETWEEN CITY-MAINTAINED TURF AND 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE AREAS-8 WIDE X 6 DEEP CONCRETE HEADERS ! _ n u CITY ENGINEER PRIOR TO COMMENCING ANY WORK. • BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTE- ;` VERDE NANCE-8'WIDE X 6"DEEP CONCRETE HEADERS ` � 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT • BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MA(NTE- -6 . ....,.. �.,- , t CITY STANDARDS AND THE CURRENT STANDARD NANCE-6"WIDE X 6"DEEP CONCRETE HEADERS L IRRIGATION PLAN SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. • BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE- G� a v `-•__ 1 �° ,� 6"WIDE X 6"DEEP CONCRETE HEADERSKKI"O"IGATIO""N PLAN I.= 30� - ! `y St1tMI 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR II3at m AN Sr :'• _.. -- -- 28 i 13 `c t P .� h4 Q rA=! A� AND PROPERTY DAMAGE INSURANCE AS REQUIRED O SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC MEANDERING SIDEWALK LAYOUT WHERE SHOWN IS ... L I IGATI E7AILO ..!.`tom-C'ty�FY, .3 k8R+45f�. F .�. Cc a �9 � -8 Kh uN U 4 p ,� a� o LIABILITY CONCEPTUAL ONLY APPROVAL OF THE FINAL SIDEWALK BY LAW. LAYOUT SHALL BE MADE IN THE FIELD AD ADJUSTED AS DR NU F "„E ,���i ,, � �Q - � _ Cis' NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE [Awl lam . P`;�as r `°va;� _ate uctscu�r!F: �t t v Yi" ti�; �¢ `' ._ RO ct AR.T°... . :� -- 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO _--=�•; � N .wt.T.� c�E_ E_ {;, UTILITIESFINAL CONSTRUCTION /-KtNP'-- n', afi'au�tr I• t... t a �TlY d29QQ - 'Y.' �-+ 1 - • .. ®, �R r „,1 r � "'" t ``_,.._'g vI Acs ,t ccw�s�u+ UNDERGROUND EXCAVATION ®SERVICE IALERT FY RAT 1-800-422-4133 TWO ru Mt;3r .Ass I r, N A.ad d1 + Trcra PEA[ :, n�" vI tr f.__ -.._ .DR- RAAAliO,_ ! ; RP ACCE R . r � L-1 U NU V � _ WORKING DAYS PRIOR TO CONSTRUCTION. 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE lF• k-, b rt0o�iM.om.' 0 4 �. _ - am Ieww -A FOLLOWING CRITERIA: SI,CGkC �G IANu AV ' � 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC � :j s� ,�' $= R > SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, • PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. NU U L0 BIanAffi "t't ,_.F. '�1 :_as' a2 �:.;�: -„- AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL PRIOR TO THE COMMENCEMENT OF ANY PLANTING AN - _ g •y dsytr .Qy ,..14?�VFy �E' i -tv 0tr✓oir'f� '±-�C�p 1^i t 'C r- .. }'. A1.Prt.!-.L.. ..?�: • , w;;trzr f? +r j. t sjrCr' I s 3 -+ �"^ �+ r 9c. a SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY '{ai a .ctcr+t ( �jS7s�y [SFaS' l ILMODSCiWE Sm..o 101,40 ! l R'14` a .. !-.- iI$13TlFc C_'�MS(1C{Oyl MSy® K 4F !{{t �1 �._._.. . _ Bks;u�R ,h YIsrA,,�_• ON THE PLANS. INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT I F I CAT 1 0 0 N 3` ruR�J fin'"'{. -1. , S'r C7't`,T' LANZ fij(A.� rtS57,�.�y i 'S,� a1 " '" i>-}tfl ``melt 4 ,�, ,� �Ixox _,sr OIL AMENDMENTS, S orf3r aA e ,F+: lo nca�c w �a+i�, SB?s7.crg CSL�` rrg si._.,.- LAS CFDPodS} ETA DEFICIENCIES MAY REQUIRE BACKFILL s AM s AL-1 6 1111HIGATOIN oVEL; UletoR � x`�:w �3 c: , : _ 7. GS AND REINFORCING SHALL NOT BE LOCATED DETERMINED BY THE CITY INSPECTOR. 31 _. xr• ti__ vF eT � ,�� 1 ...�._��t� � al �!-$Ts I m. ! tA�au+_sT!_ � WITHIN THE R.Q.W. UNLESS DETAILED CONSTRUCTION AND ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND "O"w"IFICATI A g ,: � Q PkRK T w! ��� ' LTsg� ._ 2r v u' - �je�aftj,a I STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE ACCEPTANCE BY THE ENGINEERING DIVISION. Low 14 VI'LANTUNIG bt-ftu UML ST W 4 3�A . �aFt,� 33 CITY ENGINEER. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. FSI s :.r� �%�.�4 ',�; s� , < 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2'WIDE �t .c... ..yFd "y.'o ` a w y,' ES--A ELECTRICAL PLA'ILN%5 t�F 5tf x, _ QR t-LRID%OA V RY,x �,,Ge z � � FLAT AREA AT THE TOP OF SLOPE,AND ALL SLOPES SHALL 15. PROVIDED FOR YOUR CONVENIENCE ARE THE FALLOWING: ._.. sw� o • ate -1 HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. "�- i "= ""`ted ; Y _ F , '' A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. (818)969-7911 E&2 ELECTRICAL PIANS gIADWA L1 , �� 5 lfRAIL Dsl,a 4 CARD `• $: ,` ; ... ``°�G 9. UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT JAMES FRET s " PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION ryr4 tt , s i! 8 .tc n { ac d TiF No E&3 ELECTRICAL '"1M tV ifs -- - _ "�'� FROM THE INSPECTOR THAT ESTABLISHMENT IS B. GENERAL TELEPHONE 800 483-3000 „ � dZ9iR1 ' � ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD ( ) _ t , T;1SF F ` z z :" udar r (TYPICALLY 180 AYS)SHALL COMMENCE. SAID MAINTENANCE C. SOUTHERN CALIFORNIA GAS COMPANY (800)427-2200 res , "-16P49_ ;r-'`:, :_. 1 sEe kr 3 SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, 1a i a _ i 44 a� :e WWAL"• °� �^�: FALL COLOR, FLOWER COLOR,OVERALL PLANT HEALTH, AND D. CUCAMONGA COUNTY WATER DISTRICT 909 967-2591 f!' . �• a p�; : Z PL 15 W Arta 9H w sy. __.. ( } dsr4 p,.4 r °�T6 !14 m ,T$ SW, �'� WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. 9641 SAN BERNARDINO ROAD a w E TLOYM MMK ` " `X 5 `�'"Q`E"04� '-®� ' MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, RANCHO CUCAMONGA,CA 91730 [? rrN' °Qnf� -.��, � i s mer m `A dd_�_ PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW $'d ] +"r; s i to zud Wt ft Li PO f - ;7 E Ei_U d �luSVLLkmo'"""n"'PL � EEV GRADE, FERTILIZING,AND APPLYING SUCH SPRAYS AS ARE E. METROPOLITAN WATER DISTRICT (909)593-7474 l 201 �;' �{>z csrEa zs taacua r'_ .S tg ,,`, }. ,13 LIBEFPTtatK zg ll:t:J,I65N PtM LLERNECESSARY FAR PROPER GARS AND UPKEEP. MAINTENANCE '' - Fnn x"`A `� caG dzvbo $' " ADJUWE ALSQINCLUDES ALL STING NECESSARY REPAIRS, KEEP HE(IRRIGATION SYSTE}M IN F DUPONTDSTABLEVISIAN (909)983-9895 GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED (PORTION OF RED HILL) PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. ONTARIO,CA 91762 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED G. MARKS CABLEVISION (800)566-2757 I'M N1AI" `%E RE"'6'& Pfguq%lm"410%%4mj% lrto5% ILIT"Ly rPERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. FOOTHILL BLVD.#120 MA MAIn' 'TE'L RECOMMENDATION. RANCHO CUCAMONGA,CA 91730 LT IN] 0 L;U1MNj10` U Aff% NT 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE H. SOUTHERN CALIFORNIA EDISON COMPANY (800)655-4555 DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 7951 REDWOOD AVE. 760-438-0525. FONTANA,CA 92336 LANDSCAPE CIVIL ARCHITECTURE SITE PLANNINGCONSULTINGMIDS LAN Us Z 5 U A OFmj'h E 0 Q"'U A 355 E. Rincont. Suite 219 LOT ' ' (DRAIN SWAL ) IT I T I E 10221 -A Trademark Street Corona, California 92879 SHEETS: L-3, L-6, L-9 oT Rancho Cucamonga, CA l; ( 51) 340-2004 91730 C9091 484-2800 37 �3.T 4oT° Y I ' ' ,0.° �2° • • SIZE Fax C091484-2802 ,M 7 EES TES 41'85610 Platanus racemosa California Sycamore 2 EA 361'box Brachychiton acerifolius Australian Flame Tree 3 EA 15 gallon 1°53.6 34 482506 1653.0 Lagerstroemia x'Tuskegee' Rose Pink Crape Myrtle 2 EA 24"box- Cercis canadensis Eastern Redbud 4 EA 15 gallon Richard Krumwiede 'o`7.0 Pyrus calleryana`Aristocrat' Aristocrat Pear 15 EA 15 gallon CA Lic. 42834 AZ Lic. #29115 31 '�° Washingtonia robusta Mexican Fan Palm 5 EA 15'BTF TOTALAREA 5,700 SF NV Lic. #446 1 843A .° A.° TOTALACRES TOTAL0.13 Acres TOTALA 19,058 SF HARDSCAPE AREA INCLUDING 4'OF SIDEWALK 2,374 SF 27.9 6TOTAL ACRES 0.44 Acres ,825.5 1928.0GAP INCLUDING °OF SIDEWALK 6,509 SF „25.6 TTL L.F. CITY I I D O T LL 30 LF IL ,6/3,8181 T.6` P 7ef6.°23 TOTAL F DECORATIVELIGHTS 3 ( ' ') 1 V 0 '5 3 ,0 TEES 81 /616 I., W 70,tA 22 � 3t ,80,d ,'°°7° Cercis canadensis Eastern Redbud 9 EA 15 gallon '[ • -/��- 1798.5 IL IDESCRIPTION REVISION 1791,41p< cT TAL 2783 SF DATE APPROVE "°'° UCG /A ITD 57 ,9 LOT 'C' (PASO) TREES T U H P TOTALACRES 0,06 Acres LOT ' ' LACK RIVE ,>8.5 „�6A SHEETS: L-3, L- , L-9 Rhus lancea (multi-trunk} African Sumac 11 EA 15 gallon ( } 89 ° Lagerstroemia x'Muskogee' Purple Crape Myrtle 6 EA 24"box H SC A 1207 SF Nn K H U U /A f A SHEETS: L-2, L-6, L- 77125 U,777° Platanus racemosa California Sycamore 2 EA 15 gallon ~ x767.8 1773.0 t3 Rhus lancea (standard) African Sumac 3 EA 15 gallon LOT ' ' ( LACKSTONE IV t fi2.7 2 1767.0 / � ,7'63.6 758.9 H S: L-2 L-5 L- 3 058.0 TOTALA A 23,421 S F T 15&9 32% ' s SLAG roNE a�ivE T RAA TOTAL ACE 0.53 Acres I L T • DAY I3 L T6-- ;55.0 CREED LVD. WILSON AVE• j([}� LA 1fLU .`^'. 2 5746.6 1751.0 beA. ®..M L i4fT>a.I'N Lr!R e ,742.5 H C A INCLUDING 2` SIDEWALK 9,451 SF TTALR 93449 SF ROW 2005 _ 0054 ' DAY CREEK BOULEVARD '00 17 2.° 1440 ® 6 T TAL AC 2.15 Acre s L- , L- 74?6 20 COBBLE AREA 3395SFSHEETS: L- , Xc WCHAINLINK FENCE 1,434 LF TITLE SHEET tox OFA DRIVEBLACKSMNE (LOT'B') I AVENUE N.T.S. t APPROVED V. DATE 00*6 T e WILSON AVENUE Cercis canadensis Eastern Redbud 19 EA 15 gallon NQ SC APS. I I CE No. 24953 UM SHEETS: L-2, L-5, L TTL AREA 5,759 SF ARCTERRADESIGN GROUPy EC ENDE �TTL 0.13 Acres P LANDSCAPE TUBE SITE PLANNING HARDSk CAPE R INCLUDING 6" SIDEWALK 1,950 SF w On10221-A TRADEMARK,STREET S! atue DRAWN RANCHO CUCAMONGA, CA 91730 SHEET 1-oaMPH (909)484-2800 FAX: (909)484-2802 � eI D LANDSCAPE ARCHITFCTURAL PLANS RANCHO ETIWANDA L. MD LANDSCAPE MAINTENANCE DIS on I R1Cw11 NO 10 0 - EL M MIff ft I ( DAY R =EEK BLVD WILSON AVEFmom BL C r*, TOIN �E DR P RIC r t : , . '�► DaM CHECKED DRAWING NO. F CAA JAF DATE 2f7I05 RLA NO.2834 1988-L JOB # 0379-5 SHEET --!-OF 17 � CONSTRUCTION NOTES O z ti 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED - WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO IVE G SUCH NOTIFICATION. 2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR LOCATION OF WALLS AND FENCES SHALL BE PROVIDED L O BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS. V WALL/FENCE LAYOUT, AND SPECIAL 3 PAVING REAS SHALL BE REVIEWED AND BY H ' 4 THE 4 REPRESENTATIVE PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE). 30 l 3 4. FOR SITE GRADING, SEE CIVIL ENGINEERS GRADING PLAN. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL CONSTRUCTION LEGEND UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE 17 8 SOLE RESPONSIBILITY FOR COST INCURRED DUE T U O DAMAGE AND REPLACEMENT OF SAID UTILITIES. 1 PERIMETER WALL PER CIVIL ENGINEERS PLANS . 6. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED CITY SIDEWALK PER CITY STANDARD NO. 103. REFER TO STREET IMPROVEMENT PLANS. AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. 7 \,\ SEE CONST. PLAN FOR REFERENCES TO HORIZONTAL CONTROL. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS �• �'� � • ��B! 7 , � 3 ACCESSIBILITY RAMP PER STREET IMPROVEMENT PLANS. 8. SHOWN. 20 4 DRAINAGE CATCH BASIN PER ENGINEER'S PLANS.fi �' 1 PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT 8 6 THE'�r �,� � � <oc3: B- �- " 10• SU GRADE AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS. ' ' CURB AND GUTTER PER STREET IMPROVEMENT PLANS. 9. CONCRETE SURFACES SHALL BE FORMED WITH LONG SMOOTH GRADIENT TO s REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. 6 LANDSCAPE BOULDER AVAIL. FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER LOT D : A. DETAILS A & B(CITY STANDARD DRAWING NO. 542), SHEET L-4. SEE CONSTRUCTION PLAN 10. ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A A.13 % FORSIZE AND PLACEMENT. CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE -. INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. 8 A. s A. /,' r' 36 B. 2411" 11. IF IN THE FIELD SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR Vii' C. 1811 ELEVATIONS THE DE 7 �, ,-g,l 8 � SIGN ELEVATION SHALL TAKE PRECEDENCE. > ` 2 �B• :�r = / L-4. 20 COBBLE PAVING PER DETAIL B (CITY STANDARD DRAWING NO. 542), SHEET \ 18 2 12. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP. ij 6 P -i 1 6 8 6" CONCRETE HEADER PER DETAIL C (CITY STANDARD DRAWING NO. 534), SHEET L-4. \ 8 29 P.AA. N �„ - �" I 9 SLOPES PER CIVIL ENGINEER'S PLANS. �•. �w - MONUMENT WALL. SEE DETAILS D,E & F, SHEET L-4. 1 ' 9 17 i 1 DETAIL NTISHEET L VE TRAIL LIGHT PER ELECTRICAL PLANS . SEE DETAILS I & J, SHEET L-4, AND 3Y-On- , p �,? 7 P.A. . (t' ' RA 4'6" 12 CONCRETE DRAIN SWALE. SEE CIVIL ENGINEERS PLANS. .76.71 np LOT B �� W 2 I ' , 13 CHAIN LINK FENCE - SEE CIVIL ENGINEER'S PLANS. �N� ` �'"6" 18 _ X57--. 3'-9" �� `��;�>��' _ 44'-0" '� '. I 14 SCORE JOINTS PER DETAIL G(CITY STANDARD DRAWING NO. 103), SHEET L-4. 6 ', ''` ` ' z I PLAN CROSS REFERENCES NCES . 1 Y ' " B W 1 9 15 EXPANSION JOINTS PER DETAILG (CITY STANDARD DRAWING NO. 103), SHEET L-4. M 6 42 9 tj' � - - � Y 8 \� 8 s``< ire • � i 44-6 > FOR NOTES AND LEGENDS SEE THIS SHEET '- � �a�o- Y.y= 16 FIRE HYDRANT PER CIVIL ENGINEER'S PLANS. �;��� - � FOR DETAILS, SEE SHEET L-4 & L-5 > - 7 9 17 STREET LIGHTS PER CIVIL ENGINEER'S PLANS. k 26 I FOR LANDSCAPE SECTIONS, SEE SHEET L-12 1 1 1 � 1, Y A. FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-6 LOT E 7 . 18 EXISTING STORMDRAIN PER CIVIL ENGINEER'S PLANS. � r ---- Z FOR CORRESPONDING PLANTING PLAN SEE SHEET L-9 f I 21 FOR CORRESPONDING LIGHTING PLANS SEE SHEETS ES-1 I ; 19 C.C.W.D. ACCESS ROAD w/6" CURB, SEE CIVIL ENGINEER'S PLANS. _ _ _ .. _ _ _ _ _ //� THROUGH ES-3 �'' x , 1 Y I [ / � 3BBza W I SEBA 20 CONCRETE V-DITCH PER CIVIL ENGINEER'S PLANS. - 47-9 J I A 2"7 V B59n �- , ► � 21 CURBSIDE DRAIN OUTLET PER STREET IMPROVEMENT PLANS. y1,} III����^^ , A _- 8 . - A � r `s: ; r f �9- Y.< F_ 01�_ a1 2 22 CITY SIDEWALK PER DETAILS G & H (CITY STANDARD DRAWING NO. 103 & 114), SHEET L-4. r -,, r I SHEET KEY MAP ° a sr� � � � 1 u 5-9 17 B9�a gBA 23 MEDIUM BROOM CONCRETE PER DETAIL K, SHEET L-5. a. x r � '. - .• 93BA 17 I . 7 Y A ,B"28A B .B `��• I 24 3" THICK ASPHALT PER DETAIL M, SHEET L-5. a °X �yY4 3o'-s" '' Y 0 a �° 7 �' 9. P.A. = t♦7 - I 2 .]_ }�� A:� -`' ,9I,A laxs-a 1 CIO 23 25 HYDROSEED NON-IRRIGATED NATIVE GRASSES PER PLANTING PLAN SHEET L-10. e�Ba � 8 .A. Fit 7 r ..° - .� " Y BROOKS CONCRETE ` 11 Ba BI,A �. C E CATCH BASIN, SEE DETAIL L, SHEET L-5. SEE ENGENEERS PLAN FOR t � P.A. INVERT ELEVATIONS. - - -- - - IBB)A 4�' 2'-3" �' r 47'oil- 1 .. s , 3'-6" 27 6" PVC PIPE PER CIVIL ENGENEER. G' Y LOT 'C' PASEO 3 I ax 47, `'' Y ,]BBA , Il�° g - i e A SBA 28 6' HIGH TUBULAR STEEL FENCE PER DETAIL O, (CITY STANDARD DRAWING NO. 608) SHEET L-5. F�.�y�' 461-011 6 ' r� i IrrBOtA 'na „ mss, nA nA,. ,q AF. P.A. 8 29 EXISTING DRAINAGE STAND PIPE. Y LOT A " �;2 - - LOT 'D' i 'B'1 TC H LI N EAA', ,ria IrB9a 4 n" A P.A. LOT B B, °` ■ ■ ■ ■ ■ ■ ■ ■'o ■ ■ ■ 30 INSTALL 6" SCHEDULE 40 PVC DRAIN PIPE AT 2% MIN. SLOPE. F 4 A ' 5 I S E THIS SHEET3sa 1 � .. ` ' q � w , za01 j ; (Ab11 In! 23'-6"R 7za BC ■BCR , _ .--- 18 W ,>�a 6 " �® 6-3"0 , N.T.S.' < ENU L * :. r• A , ll p ' a A jt 1y » �2 7'-9" 16 _ . MATCHLINE ' A', SEE THIS SHEET 7 �, B Lr , ; 3 d), ,o I 3 27 X 171-611 W ■ ■ I 5'-0 ■ Imp 1 p 1 p 1 Y p 1_ p Y 1 � JJJ 10-0w. 20'-0 �_ 26 0 K 3,V-0m21'-Om10 9 8 0 31-3 T-3 44 6 81-0 ' " 9 18 3 - DAY CREEK BOULEVARD _ ~ A ` ,! s _. � P p 14 _ B 7 Yr 4 TION OF REVISION 1 r> .. Q C ` 4 11 '81 11'-3" Ul 10'-0 11 11 P C` ` .z - P.A. A �;. aO I TE APPROVED � I � P DA C.� - _ - T 3 �sr � •,< " ;Xz �? *: �> RANCHOAr � CUCAMONGAP.A w� ..� � 17 �cp'- ..--0 4 c? o - 'p 6 `� 4 7b "ao c� d Q --- `r -'cam ;a7_-`� - c� o� a� 'c;� -ccoo _ T L. .. :. �- _ _ _c_Lo . e: A. � I TRACT 15982 ® B P.A. B P.A. -8 P.A. �* P.A. to cfl _ 18 2 _ DAY CREEK BLVD., WILSON AVE.,& BLACKSTONE DR. w 17 3 ■ 4'-10` 4f 0Y - e� 1 °' on 10'_0 c7 `-'? 2 _ ---- - 5-0 • YP 2`S 21 14'-6.1/2 14'.- " -11' • 1 14-0 7 ',j - 6 •" '- r -30:-9.4!1" 11- 2'-9-". T Y - i r 1 - T-6� -, '_Op• „1-3"" - 6T-6" i Underground Service Alert - ' " '- ' '- - _ _ _ _ " : _ : : : : _ = = CONSTRUCTION PL � SCALE. 1 = 30' AN _ _UOjOi _ _ _ DAY C R E E _ U L E V A R D PPROVED BY: DATE ."�/�/L�6 Call: TOLL FREE ---____ _ AP 17 w„m q ITY ENGINEER , i{ RCE No.2495 1 -800 ~°� O ?y� a� °� 9°y DESIG ARCHITERRA DE GN GROUP EC DE F LANDSCAPE ARCHITECTURE K U SITE PLANNING 422-4133 � 10221-A TRADEMARK STREET Z-4133 Ignau DRAWN RANCHO CUCAMONGA,CA 91730 SHEET 6 �' 09)4842800 FAX: (909)4842802 L-2 7k ' ®aa p• �` `�k MZR (9 TWO WORKING DAYS BEFORE YOU DIG NECKED RAWIN F 0� r;pL�� JAF 2/7/06 G N0. DATE RLA NO.2834 1988-L -- - - -�_ JOB # 037 5 SHEET 2 OF 17 I F _- .__.. .-.- .. _.. _ .._ ..... 0. NN i /fiF } N I 11 .> .%N k'F i " SLOPE LIME ^ 9 ,• 4 _„< A A ^ A A A A A A n A A A A h a„ w A A A ^ A A A ^ h h A A A A A A A h ^'i h4�r A h A A A A A n n A A A A A A A n A A A A""'�.-.„,t t xK , - 11 I 41 T T n A A A A A A n,„A i A A A A n A n n A A A A h h h A n C y',i�V �r .. 1.. 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A A _ _ _ _ -_ A A A A A A A / A n K h A A A _ - ,-.!, .,"�~ Coll"NSTPlICT106"' N LE4"' END n A A..-e4 {'+ h A n A A n n n A h A A n h-"'^ K A h A h A A _ 4 A.&A A A A A A /'4,. -AAA A-A A A A A n A A A n A A A A A,..M1 A A ,` _ - _ _ - _ - - ..A A A A h / �/' Ove r+I A A A A A A A J'':; ";A h,.A A Ii A A A A A A A n A A A A A A,.;A A _ _ _ _ _ _ _ _ _ _ _ _ _ _ `A A A A / - e'M1 ______________________ _____ _ __ ___ ,`7. n h A n n A h n -h h %i.A A A n A h h h n A n A A A A /� A _.A A A '^,'A n n A n A A K n A ,:^,.,K A h A A wA A A A A A A A A A A A A"^ _ __ _ _ . _ - - _ _ _ - 4A n 60 q - q Y 1 AAAAAAA ^ AAAhAA.AAAnAAAnAA ................ ... ..:. PERIMETER WALL A A AAAA +t A � _ ....................... --_....._._..,__._...._.. w... __--`- yt n h A n A A n n n A A A A,-^:n �:- '-,'. �� %..,,...,...,_'_____•_-,____•__---'-_ ".`.': ,"::::.':.:`:_`.`..,:_'L_:_ ....._. - 1% �44.'gt ,::A n A h A A n n A A n A A A A A n A ^ A A A A A A n A K A ,,-... ,r ..." _,,.______________________________ _-,-._._ _ ?*4 ;iif . A q A A A A A A A A A A A A A A A A n 'n A A A A A A A A. _ - - _ _ _ 0 . _ _ _ _ _ _ _ +I a''n A A n 4 ____ _• _ _ - i AAnnAAAAAA AAAAAA CITY SIDEWALK . AAAAAA AAA - - - n A K A A A n A A A A h h A A - y 'n A A A A A n h R t _ 4y'L (D L® „= A A A A A A A A A A K A n A A A A A A A /A.A ___ -:'•... .. a ,, AAAAnAAAAhh ^ AAAAhhAA _ - s / E T. LAN :: . REFERENCES T HORIZONTAL CONTROL. �, .`A A A A A A A A A A n A A A A A A A n A •'" .__-. o _-__..._, . 12 h n n A n A A n n A h n n A A n n n A n "I"' .,.--. '~t -^-• ..............: v,. ::- _ - - - 1% '1i r n A A A A A n A A A A A A n A n A n A "' -__._ .: -":: _ _ _ - _ i4 A^^^ A A A A A A A A A n h A n A A A A A ". t ,•:",':•:::T- -- _ •t��{ 'q A AAAAAAhAnAAAAAKnA f ;..,'ll - ..--. :s = 2 )ACCESSIBILITYA IMPROVEMENT Sri~4Y n .Fw A A n A A h h A A n AA AA A A A '.r ..., __.._._,...___,.. __- _ s'q� t., t PLANS. Y A n A;•n A A A A A n n A A A A A A .. '" .:'•-�-':-P:p^J~:- 'i'4 lR '7 n A n-,A A A A A A h A A h A A ,,...._, - '.., '.'' .___'::.•.__ _ "''ti _ ............... -::_:.`::: �a tt ...... 'R A A A A A`.,14 n A A A A A A A A A A k -:::.s_^: _ i ... @ +"�• s�Y� :9 ' A A A A A A A`>h A A A A A A n n .` •:_ _ '94 7. A A A A A A A R A A A A A A A A ���- ,....' -",_�_ : q. -_." .. :: : " / DRAINAGE AT BASIN I LA AAnnnAAAhA ^ hAAA A 00` :- "_. r. A A ^ ^ ^ ^ ^ h n A n�.A A A A A 'y. _ ` ^ly4 • '^^-^-^^ A A A A A A h A A A A A A A •-_•-_ /F __ i '1N-k3s 'y. 3 4 �T' �" �., .. __..... t _ qgy, ...A'faF n n A n A n A A A n A_A -•. '" ,x __ /yam '�yy+^ 4 yyy,,,q�y ~~}} A•AAAAAAAAARAAAAAAAAAAA AAAAAAK A A ,,.,._r.._�., 'I ,- ``:..,,n --«.:_: -- 9 s - ',�:`, j` Ax '�y} .. �^ �}4� 5 U GUTTER.' 'feb A A A A A A A A A A A A A '.'...: ...,..- ' .:: : 'R^ 1Lll �i'�Ib STREET IMPROVEMENT L , A A A A A n A n A n A n A - r..- yy,' 'A �t '-44 _ R��{'�f'4 a' A A A A A A A A A A A h A �.. •.,.. 't __ ' - _ '4a' y4S 1 L +� - A A A A n A n A n A A A '", .- `.,_ ___' w �� - :s . , P ,,k+ti' A A A A A A A A A A A A A - `.,:, - '....., _.::.e::::- J '4y'M�*3"} i. `t .y t Y h � y h' h•.wAnAAAAAAAAAAAAAAAAAA n ,,,,,..err ..N..m•, '` J`� -T:` `v 6 _.. y � y, % b.01 ^ ^ ^ ^ ^ A A n h A ..., z"� -. -_•' tM° _._ ':'_" ,.",,,,,..., �,-:; .,. 3 } ..`n^•� / - '4 '4 �` LANDSCAPE UL AVAIL LOCAL G A V Y TCITY, n h�NhA A AAAAA A AAN . -` :::.= .:' *� I A LS A & B (CITY STANDARD DRAWING NO. 542), SHEET . CONSTRUCTION L -- N . _ T :- - = 9 _. 36 ,, If _ - .:. __ - B. 4 , - IONNS It 24 .� - ._. �:� _ - �.'� ,. C. 1 _--, :,. :: :: , 119 G L AV! _ - :.: ,�+ fi :-_- ___•_._ _ - r, '+ .. / , �"� 8 FI NG . --- ----^ - - N 24 1 w" i ,-%, � 9 SLOPES PER CIVIL ENGINEER'S PLANS. :. ^tom "_11SIRM-11 'Sc '4a. - _ ,414 1` �s ol, -141 I ,� � �` 1a MONUMENT WALL. SEE DETAILS D►,IE & F, SHEET L-4. ::: 8 � V %�- 11 TIV TRAIL LIGHT ELECTRICAL PLANS . A _ �` � - '� 11 1, 11 F. �. x1_ I qe�s �� , wy 164 i NN 2 AI WAL CIVILENGINEER'S 1 v F �*�, 'q, ® '+� „ I'll ,, {, HAI LI - CIVIL IPLANS. 11 �,., cjll *( i� - �. , rrrr 11 � ®° 14 G JOINTS ( ), SHEET L-4. I .1 �4 f .,,,�a X1{744 *' t� 111 �: <� ,, 1EXPANSIONJOINTS PER DETAILG (CITY STANDARD DRAWING NO. 103), SHEET L-4. 41. E '� °� 1. °'��" , "�" FIRE HYDRANT PER CIVIL ENGINEER'S PLANS. r r y i�+�y4F. t `t 1tiSN' f, 1' Er l`,. I'll s v 4 .ro ., ,gyp 5 r},,.k- { F ,, f a}4 ..` 11 ;r' ` � STREET LIGHTS CIVIL IPLANS. /„f� ,.. SI 1 x 44 I W � EXISTING T AI CIVIL ENGINEER'S PLANS. Y��4 P r F ✓^ 4^ �.�. t. _11 s ; '�' �11u.": 13 '�` C.C.W.D. ACCESS ROAD w16" CURB, SEE CIVIL ENGINEER'S PLANS. t �. s CONCRETE V DITCH PER CIVIL ENGINEER'S PLANS.-,< 2 s „ 8d4y1�'e Y .� h, s:" ' �Y. 2 V G ' 1./. a. 8 M ♦ E:r b // 11 �� t/ � '" 21 CURBSIDE DRAIN OUTLET PER STREET IMPROVEMENT PLANS. i.n r ;;' 6 7 1.5 , r. rch " 22 CITY SIDEWALK PER DETAILS G & H (CITY STANDARD AWIN N 1 3 & 114) SHEET L�-4. . ,x� � . a a I 11 -�" ,� ®'` .f / , ;hpF '� 23 MEDIUM ROOM CONCRETE P I , L-5. '� r`s I-f _,v , .i, r- '''�`�` I' 11 I 6N _x5_11 „ `.} r '� 24 3 THICK ASPHALT PER DETAIL M, SHEETL.-5. My \", 11 �,7�1`,"`� ,� �D// ` 117 Tk 25 NYDROSED NON-IRRIGATED NATIVEGRASSES PER I - a v ,rK +� ! �� % �::�� `eJ ' t �:e 9 Q6) K CONCRETE ATBASIN, -.�. NE PLAN FOR r,'..,�✓ d `! YC C.1 _ J, £,.!Y� `� SSC YrPe I 21 ,, �r„� :\�J*�, wr ,,,,,,M,, 8 INVERT ELEVATIONS. . i ,� rt ,' ' - r ` .� , ' x ` �, `*� 2� " PV I CIVIL N . Jam, .F 4 S,!„�4' p �� ''{ ` 5 s � Ao 6' HIGH TUBULAR STEEL FENCE PER DETAIL 0 CITY STANDARD DRAWING NO. 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G��I: TOLL FREE = ' ....., 30 �,LOT C ��► a �� �� DEIGN ARCHITERRA ESIGN GROUP RE ENDS .�►rili F LANDSCAPE ARCHITECTURE 1% FOR NOTES AND LEGENDS, SEE [ T 6 �w SITE PLANNING DETAILS,I 11 1�v FOR 1 ,,800 ,"11�e FOR LANDSCAPE SECTIONS, SEE SHEET L-12 "I 1, 1,L- L- % , ' �' �' RANCHO CUCAMONGA CA 91730 SHEET 9 °1 Sign-�_r (909)484-2800 FAX; (909)484-2802L-3 11 ',�,� - FOR CORRESPONDING 1 11422-4'A 33IRRIGATION - r .,., 26 a Q PLANTING_V FOR CORRESPONDING L-1 s10 Ill CHECKED DRAWING NO. F T KI AY YOU I -1'`" SCALE: 1" = ' �-` , . -L COBBLESTONE .--2%IN R.O.W. RAT SIDE UP 9•PCC MOW CURB CASE 1 24" It PER CITY STD.534 MORTAR TOOL MORTAR JOINTS SIDEWALK 1/7-1' TO ACCENT COBBLE OROONCRETE LEGEND: COBBLESTONE HEADER HARD9CAPE a 1. 4 THICK POUR-IN-PLACE NATURAL COLOR CONCRETE CAP TIED TO 14 VERT. REBAR IN WALL ALTERNATE e:- �, v •; WACURREVEN BENDS INTO CAP. PROVIDE(2)TWO 14 REBAR HORIZ. SET IN MIDDLE OF CAP AS SHOWN. PROVIDE SAW CMN• CURB ;::;. •'� :'.',' '• '.':' "' NtDWALK TIN�Ca NOTE:i/CONTRACTOR LOLNFTO�OT N4 A3 ONE POUR CONTRACTOR CUT JOINTS EVERY 24"o.c.CONCRETE WITHIN FIRST 24 HRS. AFTER POUR. FOO--}�� X MINIMUM OONC ETE BED UNDERNEATH COBBLESTONE WITHIN SIGNAGE TO EL MINATE ALL VTI OIDS AND CONCRETE 2• NATIVE WASHED ROCK COBBLE(FROM LOCAL SOURCE)3"-4"DIA. MAX THICKNESS MORTARED TO CONTRACTOR TO PROVIDE EXTREME CARE WHEN VIBRATING POUR-IN-PLACE WALL. BATTER 1"OVER 9"VERTICAL RISE ON PILASTER, NO BATTER ON WALL JOINTS 2e CASEf BOULDER 3'MIN.SOIL DEPTH AT NOT TO HIT OR TOUCH STYROFOAM LETTERING. NOT TO EXCEED 1/2"RAKED CLEAN, CONTRACTOR TO ATTACH MASONRY CLIPS TO WALL AND PILASTER 1 (LOCATE PER PLAN) EDGE OF COBBLE PER MANUFACTURER'S RECOMMENDATIONS. SIDEWALKC CURB COBBLESTONE CONCRETE HEADER•112'RADIUS END CONDITION 0 EXPOSED EDGES It FINISH PER PLAN3. NATURAL COLOR PRECAST MOLDING#J-4-L BY CALIFORNIA PRECAST(909)657-7913. MITER CUT CORNERS 1"IN LAWN (INSTALL AT GRADE LEVEL ATSWALE AND MORTAR TO MONUMENT WALL.ALL JOINTS TO BE SMOOTH AND EQUAL AROUND RADIUS OF WALL. 112"RAD. '{ I CROSSINGS) I 35N 3-1/7 MINIMUM 6.OR 8• ,�L- 4. MONUMENT LETTERING FOR PARK TO BE RECESSED 1 1/2"AND TO BE 1"WIDE X 12"TALL(CAPITALS). • CONCRETEBEO EE NOTE FINISH GRADE VIBRATE FORM TO REMOVE AIR BUBBLES FROM MONOLITHIC WALL POUR. FONT TO BE"LINOSCRIPT"AND • �' 111 20 PILASTER ELEVATION TO READ"Rancho Etiwanda". CITY INSPECTOR TO APROVE OF FOAM LETTERING LAYOUT PRIOR TO • -- �' I �'y�' CONCRETE POUR. SEE ENLARGEMENT FOR SAMPLE HEIGHTS AND SPACING FOR LETTERING. CASES r7 H t.10RTAREDSTONESWALE �� 5. MONOLITIHIC POURED CONTINOUS CONCRETE FOOTING . PROVIDE MIN. 6"COVER OVER TOP OF FOOTING • -''� _!+DFP-T • • • 10 TO FINISH GRADE. r : i . w, • __' 3RESSOTH CONTINUOUS IN 6. (3)THREE 14 HORIZ. REBAR CONT. SET IN MIDDLE OF CONCRETE FOOTING AND TERMINATE AND TIE COBBLESTONE OONCRETECURB (UNLESS OTHERWISE INSTRUCTED) 4'CONCRETEBED V##3 BAR 2 9 2 INTO LOOPED REBAR OF PILASTER FOOTING. of BENEATH COBBLE SEE ABOVE DETAIL 3 8 7. 2)TWO WO#4 VERT. REBAR 18N o.c. TIE INTO HORIZ REBAR AND FOOTING ALTERNATE BENDS AS SHOWN. '�•- '�'y'. 7 MIN.f r MAX.RA _ CURB a GUTTERFOR END CONDITION Z MIN.tr MAX.R/A . 11 8. 14 HORIZ. REBAR CONTI NOUS TIE I NTO PILASTERS AT END OF WALL. 4 '' 7 5 9. 16"X 8"X 16"and 20"X 8"X 20"PILASTER CMU BLOCK FILLED SOLID WITH(4)FOUR VERT. REBAR IN 4 2 3 Y ' :• ' .' Y. r:' • ' .' Y. '• EA CORNER TIE HORIZ.CONTINUOUS REBAR FROM WALL TO VERT.TIES. W POC MOW CURB PERP.A. • % 6 10. NATURAL COLOR PRECAST CONCRETE PILASTER CAP#Q-H24PC BY QUICK CRETE PRODUCTS(909)737-6240. LEGEND: CITY STD.534 .�!:•. .i••' .�! • 5 •:;: ;+::.:;;: ;+.: ;+ + ' +.:,'; ;+ 7 11. STUCCO FINISH ON REAR OF MONUMENT SIGN.COLOR TO MATCH ADJACENT PERIMETER WALLS. S MIN.!s MAX RAD. : 12 12. COMPACTED SUBGRAD 1. BOULDER PER CONSTRUCTION PLAN.RECESS AT LEAST 1/3 OF BOULDER'S DEPTH INTO SUB-GRADE AS SHOWN. PLACE BEFORE FORMING CONCRETE DIES: SIDEWAtx HARDSCAPE NOTES: E PER SOIL ENGINEER'S REPORT. PAVING. LANDSCAPE ARCHITECT TO APPROVE BOULDERS AND SPOT t' -_ :- `k: B t. CONCRETE CLASS 520 D 2500. JOIN AT RIGHT ANGLES(TYP.) 1. PROVIDE SCORE JOINTS AT 10 d O.C.AND 3+8"EXPANSK)N LOCATIONS PRIOR TO INSTALLATION. 2 ROCK SIZES,UNLESS OTHERWISE SPECIFIED,SHALL BE: •'�: NOTES: JOINTS AT 20 0 O.C. i': BOULDERS:MAX.3.0'=MIN.Z-W : : :•. is ::•: -lC ; COBBLESTONES:MAX I?E1/3EM-bgNENT ITHCO BLEIRATSIDE 2. ifWIDECONCRETEVAREAS AND BETWEEN CITY•MAINTAINEDTURF AND CONTRACTOR WILL BE REQUIRED TO PROVIDE SHOP DRAWINGS PREPARED 2. 1/2"POLY-FOAM EXPANSK)N JOINT AT EDGE OF PAVING ABUTTING BOULDERS. a BOULDERS SHALL HAVE 1/J(?�EDMENT COBBLEg SHALL HAVE 2/3 EMBEDMENT. GROUND COVER ARFAS AND BETWEEN CITY-MAINTAINED TURF AND �2 4 ALL SPACES TO2-12PARTSSS ND,2DOOPSIPORTLA DEN STONES SHALL R R CEMENTOONCRETE(NOLLED WITH CLASS'17 RDRY-PACMISACEMENT LLOWED) PRIVATELY t4AINrAtNEOARF�s. BY A SIGN SHOP FOR CITY REVIEW(P.W.1.&LAURA BONACCORSI)PRIOR TO PURCHASE OF STYROFOAM LETTERS. 3.ADJACENT CONCRETE PAVING POURED AROUND BOULDER. SEE CIVIL TO A SAMPLEAIEA,MIN.4092 FT.,SHALL BE APPROVED BYTHECI Y INSPECTOR,PRIOR TO 3. CONCRETE TO BE 520-0-2500 MIN. SECTION B B ENGINEERS PLANS FOR FINISH. S. PROCEEDING WITH REMAINING ROCK WORK.FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE CITY INSPECTOR. ALL STEEL TO HAVE A MIN. OVERLAP OF 16 X DIAMETER AND WIRE TIED AS REQUIRED. 7. ROCKS SHALL BE SMOOTH,ROUNDED AND FREE OF RE OBJECTIONABLE A DISFIGURATIONS 6 D(CESSNE IRON CONTENT. SECTION A A 4. 909'.COMPACTED SUB-GRADE. e. ALL COBBLESTONE AREAS SHALL HAVE B'x B'CONCRETE HEADER AS AN EDGE AT PLANTING, 9. ROCKSCAPE SHOULD FOLLOW GRADE WIHERE SLOPES EXIST AND MAINTAIN A 2%MIN.AT ALL TIMES WITHIN THE R.O.W. BOULDER BY PAVING COBBLE PAVING CONCRETE HEADER MONUMENT WALL SCALE: N.T.S. SCALE: N.T.S. # 542 SCALE: N.T.S. #534 SCALE: N.T.S. LEGEND: i. NATIVE LOCAL RIVER WASHED COBBLE- 8"-8'dia MAX THICKNESS.SAMPLE AREA 3 4 2 SEE DETAIL D, 9• 1 2 3 3 540 @ BASE TO BE APPROVED BY INSPECTOR D COBBLES THIS SHEET TO BE SMOOTH,ROUND AND FREE OF OBJECTIONABLE DISFIGURATIONS AND 13 m IRON CONTENT. 36'@TOP 2. 8 x 8 x 14 CONC.PRECISION BLOCK AND 4 S x 8 x 8 HALF BLOCK.SEE SECTION A-A '_9 4to 9 FOR LAYOUT.GROUT ALL CELLS SOLID. 0 �V3. 14 CONTINUOUS HORIZONTAL REBAR �Q a @ 24'O.C.ATTACH PILASTER R V WIDE g a bc1 RST p Rancho t i w a d a O O 1 WALL TO EACH OTHER.CELL SOLID WHERE DOWELING(OCCURS. DOWELLING Q � 2 4. 04 VERTICAL REBAR @ 240 olc., 0 0 Q 00 3 5. PRECAST CONCRETE 8 5 H M MOULDING. THROUGH ELEVATION A-A LEGEND: 6 A A V ALLOW 4•WEEKS FOCALIFORNIA PRECASTN OE)657-7913. SEE DETAIL D, ERY.MOUNT SCALE: 1/4"=1'-0" 1. SMOOTH CONCRETE FIELD and RECESSED CONCRETE LETTERS AND NATURAL COLOR PRECAST g 4 TO BLOCKING TO ALLOW MOULDING TO THIS SHEET MOLDING#J-4-L BY CALIFORNIA PRECAST(909)657-7913. MITER CUT CORNERS AND MORTAR TO PROTRUDE 31/2"BEYOND COBBLE. 5 MONUMENT WALL.ALL JOINTS TO BE SMOOTH AND EQUAL AROUND RADIUS OF WALL.RECESSED 5 8. FINISH GRADE. CONCRETE LETTERS PAINTED BURGUNDY,FONT TO SELECTED BY THE CITY.SIZE,SPACING,8 = PLACEMENT AS SHOWN.CONTRACTOR TO CENTER LETTERS ON WALL.A SHOP DRAWING OF THE `Q 7. PROPOSED CONCRETE FOOTING PER 4 LETTERING SHALL BE PROVIDED TO THE CITY INSPECTOR AND ASSOC PARK PLANNER FOR _ STRUCTURAL ENGINEER'S REPORT. 3 26. 2 5 APPROVAL. r POUR PILASTER AND WALL FOOTING 2700 1 TOGETHER. 2. (2)Y SQ TAPERED ROCK COBBLE PILASTER w/PRECAST CONCRETE CAP nH26PC AVAILABLE - - S. 90%COMP.SUBGRADE 4' THROUGH QUICK CRETE(909)737-6240.ALLOW 4-6 WEEKS FOR DELIVERY. _ 3. (2)Z SQ.TAPERED ROCK COBBLE PILASTER w!PRECAST CONCRETE CAP#Q-H24PC AVAILABLE 2 20 4 e 9. PRECAST CONCRETE CAP#Q-H36PC AVAILABLE ,_z1zzzSiL_-r�����11__�, : • THROUGH QUICK CRETE(909)737-7032. -�I 0 THROUGH QUICK CRETE(909)737-6240.SEE DETAIL K THIS SHEET.ALLOW 4-8 WEEKS FOR DELIVERY. % 5 ALLOW 4-8 WEEKS FOR DELIVERY. r_______________________� 0 ~V p R a n c h o Etiwar�day 4 44'SQ PILASTER troy PRECAST CONCRETE CAP#Q H36PC AVAILABLE THROUGH QUICK CRETE(909) ' Z 2 ag O 0 �`�-------------.==--:s:.... M 737240.ALLOW 4-6 WEEKS FOR DELIVERY, m I <3 5. 3'-'HIGH TO 6'-0'POURED IN PLACE MONUMENT WALL AND in 4 O Cb4 0 0 g7 O 4'THICK CAST IN PLACE NATURAL COLOR CONCRETE WALL $ N CAP.SEE DETAIL F,THIS SHEET.VENEER TO BE STONE ON FRONT SIDE AND STUCCO ON REAR. 15'-0' r' 8. 6"CONCRETE HEADER PER DETAIL C,THIS SHEET. ' 7 ELEVATION 13-Bg SECTION A-A SCALE: 1/4"=1'-0" 7. ADJACENT COBBLE PAVING,SEE CONSTRUCTION PLAN FOR LAYOUT, - _ t3 8. LANDSCAPE BOULDERS.SEE CONSTRUCTION PLAN -FOR SIZE AND LAYOUT. 65■ 7 2 m 10 OR PER STRUC7 ENG. MAJOR WALL LAYOUT � . P PILASTER SCALE: N.T.S. _ SCALE: N.T.S. OSCAP Z-11 NAY'RE5'.OLN R•.? M/CDNlzous �'o-"AK.-1 -�. O 4 CJ"SOLMEII S�DE'NA1X SEE S'D. n, ,uf_. I 1 I .-_- -- - -�_ I W/ •7 >�_ - 11 - --�.--- - _ specification `� ep• O - =-�----- --)----•_ - ` speciftcatton •=y a y% ACCEss RAWD.J0Cn SEE S, Ne. IC2 V �u _-��•'i -.r I 0 •. + I s -`kiEOt:' Af1,Yf_�^''- 0"' 50131,63A0 sc E6et1 24" aura R w a0 D.Cure Bavfn ( 61(3mm * 1-03 a, \ LECENO I I Canad&.POPAi EXP JT _ EXPANSION JOINT _ _ _ \p I BaeD ta"d(QUL w as \ YIP., - WLAKEW_D PANE JOINT � � 6 E C"ngdr.JTO:A7 ' �. 131CR RECJN CJRD RETURN \ : LCR = END CURS RETURN 000 1' SLs scGRE :NE d r- Configuration w S/w SIXVIALK j + _7 p P PARKWAY WIDTH ! "-'- I _ O lF FCA �O S_- S/w 4' YINItlM D/A PER STD. 10?C r-I N UD I I RA4 DIMENSIONS S 5' MIN. ADJACENT TO WAL-S RAS s I i ' I I B' WN. ADJACENT TO CURBS ir P'04- - 2.5' MINIMUM FOR CURVILINEAR ONLY MN !1 i ''2 0.5' MINIMUM �_ 1 27 1/2" 11 1 w,D? _ PI a/w 698mmm I n I I R4D2 P1 + S/w iVRrPi I _ cat ,i LR�U `� DESCRIPTION OF REVISION NOTES: I DATE APPROVED Exp JT f. wMENED PUN£JOINTS S"ALL 3£USED FOR I `' •'�• s, D` Q i Luminaire OM so-40oM SGY-QTAf24Q-H3 L O-R06TX -ALL JOIVTS� EXCEPT E7fPANS10N JOINTS Sliy_L � ••o I � f50 O HE PLACED:N CURB,cUTTER AN0 SIDEWALK At THE OCA AND Eck AND AROUND UTILITY POLES Description of Components: I LOCA'EO W SIDEINAuc AREAS. ,,►•v �~ VARIABLE NARKS I Ate'<w 2. CURD AND CFROW IX BE CONSTRUCTED , 1:" !t 2.5' MIM. ' 1 C ITY o f RANCHO CUCAMO N Hood:Light-diffusing p aK;ryPIC dome,mechanically assembled to the luminaire. �neots `-.. SEPARATE((FROM slat WALK. I NOTES: I thermoformed o acne BCA ]. ARE ED PLN[ 43 T EX E CONSTRl EE- Reflector.spun 1100-0 aluminum,mechanically assembled on the luminaire. AT IC AND}IRBJOI T NCT LL EEDLI 10 FEE' I 1. RADII 104 CURvED SIDEWALK S/sALL BE BETWEEN 800•AND 1000', y p4 WALK AND CURD JOINTS SrN1 BE ALIGNED. 2. ALL RADII SHALL BE STAGGL40. 4/ Lens:Clear tempered glass lens,mechanically assembled on the lower part of the technical ring with brackets. L�o,$o apy BtackeIt Ct�1.1A-R06TX 3. SIDEWALK EASEMENT E A MIND FOR SIDEWALK I THAT ExENDS K $HAL PBO A ALINE. Lam 100 watts metal halide Pulse Stag T a not included ED 17 buib,medium base. olf TRACT 15982 ' % ( 4. SUS STOPS SHALL 6E A MINIMUM Or 70' IN LENGTH. SIDEYJALK $HALL BE A p' yP ( 1• we Description of Components: e.•Wx - MINIMUM OF g IN W3,0*IDIA ADdY FROM TO CORS. p y ( ) type a(asymmetrical},Reflector composed io a f the o tic brightened mudsfaceted anodized Arm Shall bD made from 6001-Ta aluminum tuhin DAY CREEK BLVD., WILSON AVE.,& BLACKSTONE DR. CURB WPJ IVJ .r►+ s/ I Optical S stem: SG2,LE.5. g, ( ) meohaniCAlly assembled. slC:waLK SMALL B_ J.0' Awnr FROM CURB FACE EXCEPT AT CURS RETURNS ANO Bus STOPS. aluminum,mounted on a white frame.This assembly permits for a tug rotation of the opC�cal system in 90 degree increments. Z 3I8in. 60mm Outside diameter, / I J S. SIDEWALK LAYOUT ON PLANS IS CONCEPTUAL ONLY. APPROVAL Or THE FINAL sIDEwAUK LAYOUT Complete with a(HS)house side shield., 1LI - Q-r r 1� �� _ �� . I. ' w+J HALL BE MADE IN THE FIELD AND ADJU_TED AS NECESSARY TO MLET FIELD CONDITIONS AS C l.�hY� Adaptor,Made of east 35a aluminum,mechanicaA assam6fed. clrrTEa -- APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT P ANNER PRIOR TO FINAL Ballast:High power factor of 90%.Primary voltage 120!208(2401277 volts,connected to 240 volts.Lamp starling capacity• y eEXP JT ccv a Emvx I CONSTRUCTION. 20°P-30°C degrees Assembled on a unitized removable tray with quick disconnect plug. R� �� " ( I 9 CONSTRUCTION DETAILS ACCESSST Rwvs r na. Fe'-A o Access-Mechanism:A die Cast A300 aluminum technical ringwith latch and hinge. The mechanism shag offer loodree -E[sra owe. ,oi (,� 7. THE SIpEYlALK SHALL 3E IN T'-IE NORMA'- 2>< PLANE MEASURED FROM TOP CF CURB, g UNLESS OV-IERVIISE NOTED ON PLANS access to the inside of the luminaire.An embedded memory-retentive gasket shall ensure weatherproofing. CITY OF RANCHO CUCAMONGA+ CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED ar Housing;In a round shape,this Housing is mads ofcas1358 aluminum,onN a watertight grommet mechanically assembled APPROVED BY: r .�APPRO14D or: STANCARO P-AN STANDAR)PLAN to the bracket with four bolts W8.11!UNC.This suspension system permits for s fug rotation of the luminaire in 90 degree DATE . �� SIDEWALK AND RAMP i � / w CURVILINEAR SIDEWALK increments. N�0tr I LAYOUT AND JOINT DETAIL 103 N 124 1 CITY ENGINEER/r��6--a / RCE N o. 24953 -q2 TE US£'ants STANDARD SPECIFICATIONS FOR PUBLIC WONKS CONSTRUCTION Cllr LEER 'dA C1 USE wRH STANDARe SPECIrKK710Nf FOR PUBLIC WORKS CONSTRUCTION SHEET 1 C! i -J s R.tEv23953 I SHELT I ar : I aiR.`£ 2x953 DESIGN ARCHITERRA DESIGN GROUP RE ENDS MZR LANDSCAPE ARCHITECTURE SIDEWALK, RAMP & JOIN T CURVILINEAR SIDEWALK TRAIL LIGHT DRAWN SITE PLANNING 10221 A TRADEMARK STREET TRAIL LIGHT MZR 9RANCHO 09 484-2800 FMONGA,CA 91730 SHEET Lr4 ( ) AX. (909)484-2802 SCALE: N.T.S. # 103 SCALE: N.T.S. # 114 SCALE: N.T.S. SCALE: N.T.S. CHECKED DRAWING NO. JAF _ DATE 2!7/06 RLA NO. 2834 1988-L SHEET OF 17 EgLTDT00..�1888'FLAT CAP OggN�� USH WITH TOP ST. 2'SO.X ABB TOP RAIL 2'SO.X ASW POST 1815 CAST IRON GRATE 1812 TOP SECTION(WI7-f GALVANIZED FRAME) 1 2 3 PARKWAY ONLY 58 lbs. �'''c 2 1 3 3N'SO.SOLID PICKETS f 1818 STEEL GRATES `� '' 271bs. SO.X.188'BOTTOM RAIL z. PARKWAY TRAFFIC. 49 tbs. SE i•TURF if trr ze trr 1 err tr INISH GRADE 2r i 4.O.C. r CLEA LEGEND: V C'oyjK) (TYP.) (TYPJTN(NO FRAMES71 p , 1D w RADIUS AT ALL EDGES. NOTE USE 17,1r,ZCLOWERS TO 0 © NATURAL COLOR CONCRETE PAVIN(3. SEE CONSTRUCTION PIAN FOR COLOR; 1818 STEEL COYER INCREASE DFJ'TH UP TO AMAXPdUM OF 72' 3 ifi TYPICAL FENCE ELEVATION 44 SEE BELOW FOR FINISH TREATMENT. PARKWAY 65 lbs. 3 TRAFFIC 6516x. y COMPACT EARTH TO 90%RELATIVE COMPACTUNDER PAVEMENT. 1 4' pp ggQQ xx gg 77 c ,(k (�Y E� 90 ION DIAQbNAlBRAILOP 8: Za Sf 1�`4• 205IY 131r K NOTES: AVW 4 i"L bili- 1tce A CONTRACTOR SHALL POUR AND FINISH A 2'X2'SQUARE SAMPLE OF EACH TYPE OF FINISH ` FOR APPROVAL BY OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT d '' "�' ` loc L�� i.5-•1W+_�' �y� t TT CHART I,�a. ii�f +# Fav, AWAY• W'�'w !4•SO.SOLID PICK fT B FOR DRIVEWAYS,DEEPEN EDGE AS PER DETAIL_.SHEET L-_ y7 �sf {i �{Egyy p(� �J'+~� lam' *�•� LOSING IiII�TV ELF HEAVY DUTY HASP LATCH +- + Lee NOTES �„ I u- , ' SO.X.188•BOTTOM It 1.GRATES AND COVERSAWLABLE PAINTED BLACK OR GALVANIZED I LEGEND: L"ADM GRATES AVABABLE0FMMWMaTRAFFC ✓� LEGEND: t� - 'Q' t &IlEa PRDOY'GRATESAVA6AOLE IN PARKWAW&TRAFFlC FINISH GRADE 10 MEDIUM BROOM 4.ATGPSE VOTHFRA"EMUSTBEUSED.BGLTDOM RE°DINED 1D CONCRETE CURB PER DETAIL C,SHEET L-4. 2 FINISH NAT.COLOR wt2701b:E 3 CR NOTES: It CONCRETE,RUN _ 2O FINISH GRADE PER GRADING PLAN. 4 �4. w. MEMB PERPENDICULAR TO ,{,{n r m NONE �,�y EDGE N CONC./PATHPCC i.ALL FENCE TEFL T SHALL BE TUBULAR ta+eTu +r 37e �(4411rraft O 3"THICK ASPHALT PAVING SET ON COMPACTED NATIVE GRADE. (AyA utture H4f3I OR SOLID STEEL STOCK. OF TRAVEL. tat{Tt{ tr 55f a11" 2.FAgRICHTE PANELSASAUNIT WELD AND GRIND SMOOTH ALL JOINTS. tataT24 2r ref •=1Y _ 3 ©DEEP SCORE 2 TYPICAL WALK GATE 9.APPLY ZINC-RICH PRIME COAT AFTER "�#I{SVS'4r?KS�'frl�'TrSt,I;R�TP�PS�'r�'$�ox4. 4.APPLY 2 COATS SEMI-GLOSS RUST JOINTS;SEE CONST. �' 1fPGr f►�+� � RESISTANT ENAMEL BY ELECTROSTATIC PLAN FOR LAYOUT. 2r Zr �y/ ( ppAy rgp$g pFT�p Ep EC • • • • or u f■W 1 5 SCOLOR PER PROJECT PLA%S ION. �3 EDGE OF PAVING. tet{Ee r 2tf NONE �;" '� �`�" "' `' `� CITY OF RANCHO CUCAMONGA, CALIFORNIA • - 1 LBS • • 1i"Y 18" A 4 n APPROVED BY STANDARD PLAN A. MEDIUM BROOM FINISH W/DEEP 18+{Lu 1Y 37e w s`=+Y CATCH BASIN _ TUBULAR STEEL FENCE 1�16Lt{ tr 356 (4)e'a1Y - -- � 608 SCORE JOINTS tet{L24 2r 7e: (* r=+Y �. _ Rn M, o • (YfY ENGN DATE USEVVITH STANDARD SPECFICATIONS FOR PUBLIC W-MS OCNSTRUCTION SHEET IOFI 04-C-83 02-28-00 �jE R.C.E. ?44�.; BROOM CONC. WALK/DRIVE 18��X18�� CATCH BASIN ASPHALT NEXT TO CURB ALT. LAMP PAD @ U.G. UTILITIES TUBULAR STEEL FENCE - SCALE: SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. # 534 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. # 114 SCALE: N.T.S. SCALE: N.T.S. �,N0SCAPF ?moo um 4 9�y U :3 ? In r Z-31- Nis- OF -31- 0F C DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA- TRACT 15982 DAY CREEK BLVD., WILSON AVE.A BLACKSTONE DR. CONSTRUCTION DETAILS APPROVED BY: DATE : CITY ENGINEER Zf / RCE No. 249s3 DESIGNRE ENDS ARCHITERRA DESIGN GROUP MZR LANDSCAPE ARCHITECTURE SITE PLANNING DRAWN 10221-A TRADEMARK STREET SHEETRANCH91730 L-5 MZR (909)48402800 FAX: (W � 42802 # 114 SCALE: N.T.S. SCALE: N.T.S. CHECKED DRAWING NO. N.T.S. SCALE: N.T.S. # 103 SCALE. JAF IIIDATE 2/7/06 RLA NO. 2834 1988-L SHEET 5 OF 17 IRRIGATION LEGEND IhFiIGA I KAN NUT S: XERISCAPE ASSESSMENT SYSTEM SUMMARY 4 UK MANUFACTURER MODELNl1MBER DESCRIPTION RADIUS '.P.MPJU- TRACT 15982 LANDSCAPE IMPROVEMENT 1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD, IS REQUIRED AT ALL POINTS OF CONNECTION. XER. REF. II,l b- RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 10 30 R FFRFNC AIMED THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER 4` POINTS (Sheet#/Ref.#) METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. O RAINBIRD1812-SAM-PRS-5H POP-UP-SPRAY HEAD 20 30 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A PRESSURE REGULATOR 2 II. IRRIGATION(Point Value) (IF REQUIRED) FOLLOWED BY BACKFLOW PREVENTION DEVICE, FOLLOWED BY A FLOW METER FOLLOWED BY RAINBIRD 1812-SAM-PRS-SF POP-UP-SPRAY HEAD 1. Low gallonage a irr' ation System.(20) A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND F� v '6t` RAINBIRD 1812-SAM-PRS EVAN POP-UP-SPRAY HEAD 44 3Q 20 L•5/il'1 SPECIFICATIONS, MANUFACTURERS'RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE �� 2. Automatic controller.(20) EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. ' 20 L-5/112 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A GUARD SHACK ENCLOSURE MODEL No. ` 6- RAINBIRD 1812-SAM-PRS 80 POP-UP-SPRAY HEAD 30 30 3. Designed to water plants by watering needs.(10) 10 L-8/11.3 CGS-1 ,AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. • RAINBIRD 1812-SAM-PRS-8H POP-IIP-SPRAY HEAD 8' .50 30 4. Soil moisture sensors.(10) 4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8! 1A 30 5. Rain sensors.O 5 CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY '� Q 5 L-5/11.4 CONFLICTS BETWEEN THE SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND EQUIPMENT, AND ARCHITECTURAL FEATURES. ' RAINBIRD 1812-SAM-PRS 8VAN POP-UP-SPRAY HEAD 8' 10 30 8. Wind sensors.(5) 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO O7. Sensitive to slope factors.(5) - COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY W RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 2 40 30 TO THE CITY. " 8. Reclaimed or recycled water,(5) 5 L-5/11.5 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND 30 ,w" i ill \ V RAINBIRD 1812-SAM-PRS-1OH POP-UP-SPRAY HEAD .>_ -W 3Q STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD a 1,60 30 Total Points Claimed: 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH U MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND h , \ + RAINBIRD 1812-SAM-PRS-IOVAN POP-UP-SPRAY HEAD ISL' .$0 30 (Minimum Points Required: 60) 60 INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. a• �' RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 1.0! la 30 1 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY ,\ RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12 130 34 PATTERN OF THE SPRINKLER SHALL FIELD ADJUST HE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIAS TO PREVENT PROPER RCLE OR HATHE LCONTRACTORTION F CIRCLE SPRINKLER O BA1NJ31RD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12 2HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL 211 A-20 � � j� �` 60 30 BE MADE AT NO ADDITIONAL COST TO THE CITY. 9. INSTALL ONE(1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE 987 SQ. FT 11/4" �'' f' �' RAINBIRD 1812-SAM PRS•42VAN POP-UP-SPRAY HEAD 12! POINT OF CONNECTION NOTE 'A': ZONE No. A CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL `i RAINBIRD 1812-SAM-PRS-450 POP-OP-SPRAY H AD 1 90 381 STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY WATER PER WEEK(GROUND COVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE aro 'i RAINBIRD 1812-SAM-PRS-ISH POP-LIP-SPRAY HEAD 15! 190 30 DOWNSTREAM TO A NEW 2"DOMESTIC WATER METER. REFER TO HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. k° 3/ �� UTILITY PLANS FOR ADDITIONAL INFORMATION. EXTEND NEW TYPE 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. ® RAINBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15: 3A30 "K"COPPER PIPE(OR AS PER LOCAL CODE)AND INSTALL A 2" THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY `f . (� at PRESSURE REGULATOR, A 2"BACKFLOW PREVENTER,A 11/4"FLOW THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL LOT 'D' 11/ 1 RAINBIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 1E A 30 METER, AND A 11/2"MASTER VALVE AND EXTEND MAINLINE TO BE BROUGHT TO THE ATTENTION OF THE CITY. 4 A 21 371SQ. FT / 4• RAINBIRD 1812-SAM-PPS-ISEST POP-LIP-SPRAY HEAD 4x15 .60 30 VALVES AS SHOWN. 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET-2000-PER LEGEND-TP-I,TP-110,LR(LOCAL RADIO)w/LR DOME-RR Gi ANTENNA PORT INSTALLED WITHIN A STRONGBOX(SB)24SS/120 VOLT CONTROLLER/ELECTRICAL ENCLOSURE. STATIC WATER PRESSURE: 130-145 P.S.I. MOUNT THE ANTENNA PORT ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH ` 31 . 1 8 RAINBIRD 1812-SAM-PRS-15SST POP-UP-SPRAY HEAD 4x30 120 30 SYSTEM DESIGN PRESSURE: 64 P.S.I. COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF MAXIMUM IRRIGATION DEMAND: 34 G.P.M. ; THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. a 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE 1 ` PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE DEVELOPER. 314 r I 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. 15. ALL POP-UP TYPE PRI a NOTES: r 22 0 �. �� " SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER a /� 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE n HEAD IS 114 ABOVE FINISHED GRADE(FINISHED GRADE IS SOIL NOT MULCH OR HARDSCAPE). • 11/4 799 SQ° FT AND TO REDUCE OVERTHROW ONTO WALLS , WALKS AND STRUCTURES. z . 4 314 4 ala 4 f � iFOUIPMENT O� 314•_ 314• " I I M_ ` -- = TYPICAL CONTROLLER NOTE : 2 DOMESTIC WATER METERS PER CUCAMONGA VALLEY WATER DISTRICT O e 314 ra 3r .A 3l4 CONTRACTOR TO INSTALL(2)CALSENSE WALL MOUNTED CONTROLLERS, a 3ra LOT B 1" DOMESTIC WATER METERS PER CUCAMONGA VALLEY WATER DISTRICT ;' O 3'F MODEL NO.(1) ET2000-24--LR-RR-TP-I,TP-110, AND(1) ET2000-8-LR-RR-TP-1, r ;� O W I TPI 10 , w/COMMUNICATION MODEM INSTALLED, AND LR/RR ANT. CONTRACTOR ■ a' v 312 SHALL PROVIDE ONE, (1) STAINLESS STEEL MOUNTING PEDESTAL(STRONGBOX H WATTS FBV SERIES LINE-SIZE GATE VALVE 3ra• 3ra I MODEL A 80-24-SS/120 VOLT) FOR EACH CONTROLLER. COORDINATION OF FINAL a .• ':�a 1• z I HOOK-UP OF CONTROLLERS SHALL BE THE RESPONSIBILITY OF THE IRRIGATION " �� >> CONTRACTOR. FINAL LOCATION AND EXACT POSITION OF THE CONTROLLERS 1 4 MAINLINE s " WILKENS 500 SERIES LINE SIZE PRESSURE REGULATOR r SHALL BE APPROVED BY THE CITY OF RANCHO CUCAMONGA PRIOR TO SLEEVE 'a and. W INSTALLATION. ALL CONTROLLERS SHALL BE OPERATIONAL PRIOR TO CITY'S 0 FEBCO 825-Y-BV-2.00 REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A GUARDn 1 e r I, ACCEPTANCE OF PROJECT. CONTRACTOR SHALL COORDINATE CONTROLLER W W 825-Y-BV-1.25 SHACK ENCLOSURE MODELNo. CGS-1 k S* p - 825-Y BV 2.00 sF1114' PROGRAMMING WITH A REPRESENTATIVE OF THE CITY AND A CALSENSE � a. , I REPRESENTATIVE. n r CONTACT CITY PUBLIC WORKS INSPECTOR AND CALSENSE AT: CALSENSE FM•1.258 11/4"FLOW METER 29 A-10 ` "e 3/a•� i LOT E Y 22 A 22 1 -'I ® 1177 SQ FT " �l 314" I a• CALSENSE, 2075 CORE DEL NOGAL, SUITE P, CARLSBAD, CALIFORNIA 619 436-0525. SUPERIOR 3100 SERIES LINE SIZE NORMALLY OPEN MASTER VALVE 11/4 � ( ) 48 S 11/4" 1 2"WIRE SLEEVE 3r I XER. REF. II. A CALSENSE ET2000-24-LR-RR-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER � 27A-9 - '. .:• c, .� - �- - - 'p- � yr I �• aa..> a A-23 22 TP-110 w/LR-RR ANT. INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT i -- 4 # U) „ ' ' n CALSENSE ET2000-8-LR-RR-TP-1 8-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 1309 SQ. FT 11/2" � 314. � WI � 1114 782 SQ. FT TP-110 w/LR•RR ANT. INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB•24SSI120 VOLT W a• d'7-" CALSENSE ET2000-24-LA-RR-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 28 A-11 ya.ira ' ® TP-110 w/L.R-RR ANT INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS1120 VOLT t ay° wa• aa� 1883 S a. f T Iva" � .}4 1114 2 . ;,, ' i11/4 I A-a 22 SHEET KEY MAP :e31a RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE SIZE AS SHOWN y 1., I l Q RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE @ 150' O.C. MAX. " 4„ O I 11/2" 1884 SQ. FT a,,tea,%. 1 "�• v r a' - - - APPROVED SCH.40 PVC/CL-315 MAINLINE,SIZE AS SHOWN,MIN.COVER 18"SHOW CL 315,2'AND LARGER • I ' APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN, MIN.COVER 12' � ; ' A-12 27 �:�� k314' ,Q ____ 11/4" 1128 SQ• FT na" 1 == APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS • I �a A-18 18 OTHERWISE NOTED 1' -' I a 11/4 887 SQ» FT ars A .._, 4 as. a� 310 °♦� I/ APPROVED SCH.40 PVC WIRE SLEEVE,SIZE AS SHOWN r A-7 20CD �►* t 1 > 1114'1 558 SO. FT 9,. LOT 'C' PA S EO SEE P.O.C.NOTE ABOVE 4. . 1 f r ♦ �� O 31V 1 314•�� I • s' LOT Ai" O LOT 'D' a A-13 24 um. vn" s • 4 s. ` : ' , ..:` 11/4° 998 SO. F7- LOT '13' 1114 a :; ,>ssa 06.°,>aa• �'C"y ■ ■ ■ � ■ ■ ■ ■ ■'■•.a' ■ ■ ■ ; . � .�� r 7 �s/ • I ,a;. 3T N C / i°ss.° MATCHLINE AA ` rx a • 1 A � `` I 1 �• I SEE THIS SHEET EjrA" -s 29 314• '�'\ti ♦♦♦ 30 A-1 J � ,,,, +h�'�I `�4•� .�a" a• ' 2 WATER METER ♦. ■ . r r r SEE CONTROLLER NOTE 1887 SQ, 11/a" �� 11/4 1217 SQ FT �• INSTALL CONTROLLER �t rs O r * .C.aAa BEHIND SIDEWALK N.T.S. o _ P O 34 tA2 �. ' 'Ax 32 " A-4" 3(a 41049 SQ. i1/a 31 � aa I tA-1�4 ---- 1938SQ11/21/2 1838 SQ FT 33 t wNue 33 A-18 a4 _ a1l,a/ 4•987SQ1v2. I 1485 SO. F7X 1112" 1,� aro• 4 '�� Nkawoo MATCHLINE 'AA' SEE THIS SHEET a 3 2 _ a 111 amara• r. A$ 25 MIN8 A 3 �' ala• x` � a " ' --- - _ • • l vz• /� a ■ ■ �a ■ ■ ■ ■ ■ ■ � ■ ■ ■ R A-1 31 1302 SQ 1112 ars , ` -- -Y 11/4" 8785Q. FT W I/ ,ua4 � I ars (� � � � 1 t l2`" DAY CREEK BOULEVARD x4 y 314• 11ia" 921sQ FT. _ , _ ' , x y DESCRIPTION OF REVISION 3Ta ; 11/4' �,� � �+• 4'�4• 314' ��, 314' - _.. _. � 1 �1»� "ate. 4W.1 � _ 314• J � • � � � . ; 4 CITY of RANCHO CUCAMONGA 314" 4 314' ,• s 4 4 , r I , � s:� _ _ . E , 314" 4 � r; .� 31q- 3141 4 � -�•1 � � 314.1 3l "._ , X31 4. ....%, ...k,, 11/4' e. ` ;t 0 4` 4' 4• `� 1 r� + s� 2' rr + + + a ... :,. x ,, s ",,` 1 W �� �u + oar+- y4�}'n + . ... 4r . + + r 4 +4o r + + o + "-3!/4• + 314'1 3!a• 314• 1" + r + 3rr + + + w + - + o + + ,,► - - •, 14._ -�; ' Q> aro• r TRACT 15982 Z _ o :k �+ - _ - 1 is - - - - -'{ - - - - - - - i a DAY CREEK BLVD., WILSON AVE.,& BLACKSTONE DR. a -- --------- - 1765 TC Underground Service Alert - - - - - - - - - - - - - I SCALE: 1" = 30' IRRIGATION PLAN - - _ DAY CREE BOULEVARD , APPROVED BY: DATE: �r� 0/ ' Call: TOLL FREE �A�osCAPF q CITY ENGINEER RCE No. 24953 VALVE SIZING KEY PLAN CROSS REFERENCES y�a�. w�aa9�y DESIGN ARCHITERRADE GN GROUP RE ENDS ((�I 1 -800 -`j ° �? �w FAC LANDSSCAPE TE PLANNING TORE 1� m VALVE # 1 f0.---GPM FOR NOTES AND LEGENDS, SEE THIS SHEET � a 10221-A TRADEMARK STREET FOR DETAILS SEE SHEETS L-8 d gnau DRAWN RANCHO CUCAMONGA,CA 91730 SHEET 422-4133 7-3 0 , 7Ur FAC (909)484-2800 FAX: (909)484-2802 L-6 VALVE SIZE 3/4" 730 .-SQ. FT. FOR SPECIFICATIONS, SEE SHEET L-13 TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 ��q a P CHECKED DRAWING NO. FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-9 F OF CpL��O JAF DATE 2906 RLA NO.28:84 1988-L JOB # 0379-5 _ _ SHEET 6 OF 17 IRRIGATION LEGEND \1�.\\\\\\\\\♦\\\\\1\\\\�.\\♦\'�\\\\\\\\\\\\\\4"�'�\\\\\\\�\\\\\\\\\\\\\\\\\\'♦1\\\♦.1\\\'\\\\\\\\\1\\\\\\\\\'\1'�\\\\\\\\\\\\\1\\\1\\\1'1\\\\\\\\\\\\\4\\\\\\\'1\*�r.'�\\\\\\\\\\\\\`4\\\\\`t\'�\\\\\\\\\\\\\\\\\'1'4\1'*\\\�\\\\`�\\\\\\\\\\\\♦\\\\\\\\\1\'♦'+�'�\\\\\�.\\\\\\"♦\\`*'�'1\\\'�`�\\\\\\\\\\\12 - ,SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. 23-L kL RAINBIRD 1842-SAM-PRS-50 POP-UP-SPRAY HEAD 5' -m 30 O RAINBIRD 1842-SAWERS-5H POP-UP-SPRAY HEAD 5: 20 39 NON-IRRIGATED AREA n A""I�p:r�!A max..-^,-+r'.,,. tf . 1 TO REMAIN NATURAL ;F"xA-,.A^^A^A ^A ^.,A n 8A1NBll3Il 1812.4AM-PRS-SF POP-IIP-SPRAY HEAD 5. ,4Q aa ♦� N ^^ ^^.AAAA^ ^^^ ^^^^A^AAAA^A^^^^^^n^A^A^^�I-A RAINBIRD 1812-SAM-PRS-EVAN POP-0-8 PRAY HEAD Iz ,4Q 30 LOT 'E' ^ A A ^^AAAAA ^ _.�a•'/�I,. A A,A^A A w A A A A A A A A A w A A A A A A A A A w A A A A A A A A A A A A A A A w A A A A-,A..A A-A-A-A,A A A A A A A A A Ate%,•, 1 . AAnAAAA-^ AAAAAAAAAwnnwAAA- �AnAwAAA �;`w_A�� wwAAw �, om 1812-SAM-PRS-80 POP UP-SPRAY HEAD 3Q 34 p,,..iC•�A n A A w A A A A A A A A A A A A _.w`'XA n n A A A A A A A A A w x.A.,,w A A A A A^ n n A ^ A n ^n ^ /N^A^A^A^A^^^%A n A A n nX A ^ n A A-A^A n n A^n '�•...-�^ A,X V^ A.^^A^w^ ^(,An^n^n^A^n n^n i w w A n A n n�M-X�^ A n n^k^AAA^^ A^A^AAAAA^A A^AA ^^.%A^n^n n A^^^A^A^^ A A A ^ n A ^^A A A n A^ ^ A A^A^A^A A w^n^A w-C A A A AT„ �-_�'A . A^^ ^ ° AAA^A A A-z A A A w A A ^ n^ RAINBIRD 1812-SAM PRS-8H POP-UP-SPRAY HEAD 8' m 3Q y♦� Y A n A ^ A n^w^w ^ A A a^A n^A w � f� A �♦ n A_ M ^^A^A A^A^A A A ^n^A^A^A^A A^w^A^A^A I,(AAA"A nAl n A /�1 A - ^ n n n n n -J,C°•A^A^A^w^A^AAAAA^_ A^A^A^n^A^A^A^A A^A^A^^A^A^ F,n^n^n^w^nAw n ^A n ^ ^n n inn,° .. /y� �/� ♦ �A A A A A A _ A A A A A A A A A A A w A A,A^A A jt, A n 1 _ .. n n n A"--A n A r• J..1111. 3G AM A A A A /> A w A A A A AAA A A A - ^� -- - A A A A A �� C�X , A A A/,+..A-A A^A^A A A A A A:A A A nom./,"^ ^A^A^A AXQ^A^A^A^A^A^A^A^A^n^A^A^A^A n J) ' A AAAA ^ ^ 4i y ..jam... n n n Ain^ A nP"X ' A^A JF'�• -- A ♦ RAINBIRD 1812-SAM PRS-8F POP-UP-SPRAY HEAD a ♦♦ n^nJ^�AA n w AA n^A^w w An K ,An n w .,Y - ^A^n^A^n nom`^f^n n'n A A A^n^w �A n n^ SL 71_1 �{1�A� n,/It"A A w n AAA^A^A^A^n^ n A "AA n^n^A^A^ n n n n w A A n n n �A'A A A n12 �.SL YV. A '� RAINBIRD -SAM PRS-8VAN POP-UP-SPRAY HEAD ♦� _ A A A A A A AAA A ^A^n^w ^A^A^A^A XAA A^A^A^ :C n n n A n n n n n n n n n n ^A^A^A^^ A - - S e n n,fl�A n n n w n n n n ^ n .; .................'•"""""""""" Y n A w ^ d'n A n n A ........... - nn w op ^ ^ ^ ^ ^^"A ^ ^ " ^ V/ RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10' A 30 ♦♦� �,.^w n�,-^n n n n A A A n n A A A A A n n.X n n n n A ,�.. n n w A A n ♦ A w%+�'A A^A^A ^^A n A^A^7^A A^A - " ^-AAA-AAA ^A^A A A A A A^A^A^A^A^ '-=: `♦ A w^'X A A A^A^A^A^w A A A w A^A A/�A A A A A A A n A AAAA A A A A A A A A A^A A A A �X A n A A A A n A A A A A .K` -X A A A A A A - - A ♦ 1 n�n� A n n n n A A n n n n n w n A n n A n n A'n ♦ . J PRAY HEAD ♦♦ .• � ^ A 1 - AM-PRS•1 H POP L P n A A A A 812 S 0 1Q .�Q 39 ^A V A ^ n A A n^ ♦ RAIN-BIRD n n n^w^^ A n w ' n^AS'A ,A ♦ A�� n w y A^A^A^A^A^A^A^A^A^A^A^A - /C A A^ A^A •:.1 ^"9 A A n n n ' A n n n n A w n A w w - . �• ♦�• A A A A A A n ,!,'A AAA A n A A n A _ - ::{]�A A A A 1'.•-• HEAD ' ♦ �, A A n ,, A A . A AAAA A A A A A A�.; NA A A RAINBIRD 1812-SAM-2138-10F POP-UP-SPRAY1Q L69 39 n A A^A^A AAA A w n n n n s, 'X nA n .�' n n w,w A - - - - - n 9` n n n^A^n^ -n __ A w A A A A A A° A A A A A A A A^A A ^ - ` 7 ♦ ia.,{ w n�,'n n K'n n^A n^n^ X ' 1 �n^n^w^A^A^n^n^n^n^n A n n^n^A^n A A n n A ^ n n n n n n n n n n^n^�A^A RAINBIRD 1842-SAM PRS-10VAN POP-UP-SPRAY HEAD 15L $Q 39 --------- Z-AAA- ^A A A A A A A w A A A A A A A A A A ^A -A AA A A AA A A A A A A A A A A A A A A''. `A A A A A A A A AA A A A A A A A A A A A A A A - Y wr : ( n A A A^n^ A A^A^A^A ^A^A^A A A A^A^n^A^A^A^A^A^A^ 1812-SAM-PRS-120 POP-LIP-SPRAY HEAD 15L 19 39 '�♦ /A A A A A A A A w A A A A A ^ _ A A A A A A .::::.�.�:::.�:.........-` A 'I - - •- - ' - ♦` RAINBIRD ♦ A A A A A A A w A A A •--•.............•.-.-.- .. l ,j A A A A A A A A A A A A A A A A A A A A A . - O I - - --•,• A A A A A A A A A A A A A A A A A A A A A - _ 1 ^ A w A A ^ A A A A A A A A A AAA A n A / •---•••::':•"""- ' ♦� ♦ .• A A w A A A A A A A A A A w A A A A A .,A A A A A A A A A A A A A A A A w A A „(-'" •...............: /' "- _l ♦♦ n wAn AAAAA AnwnnA^n^AAn .'�,; ! ::::-.-::-•�::- - .,�}��>\wl\\\'�\ ♦' ��/I�� 1 •' HAIdB1HQ 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 1.351 SQ A�(, A;A A A A ti♦♦♦♦ A ^^^.gin A^A^A^^ �� ��*,,��1�� , ♦♦♦♦♦♦ O RAINBIRD 1812-SAM PRS-12F POP-11P-SPRAYHEAD 12 2651 3r1 ♦ n n n n n A n n ^ n n ^ w n A w n - A` ♦ A A A A A A A^^AA n __ *�•a��� :=. ♦ti~ RAINBIRD P JP-SPRAY HEAD i2_ 20 3Q AAAAAAAA ^ AAAA. Aw l ♦ 1812-SAM PRS-I2VAN PO .. (, A A A A A A A A A A w A A A -`fir 1\\\\~`' -�-.." 4••-- A A A A A n A A A - ,.�� A •:ARn�w^n A A n n A n n n n w - NN ti♦ A A � " ^ AAA^AAA^w w ;��� � ♦1��~ .j::: ♦♦♦�� ♦ RAINBIRD 1942-SAM-PRS-150 POP-UP-SPRAY HEAD 15' .99 39 O -1 A A A A w A A A A A A r s_ lr nA ^ AAAAAA ^ nn^n^n^ ^ !- \1+��111 ♦� ��-,,.�:' �♦ A n n n // ^A A - - RAINBIRD 15 i O0 39 :- .. A A A A A w A A A A A /' ,n'^'••.,,...r may! S l. s!sA A A A w A A A n A A -- ` •- .. \ - - ._ :-'-� 1812-SAM PRS-45H POP-UP-SPRAY HEAD �• n ^ ^ ^ n n n n A \ :•• 1 an 3a AAAA^A^^^A^n^ A n cG ,`�`11�� .� ♦♦ ^ `�` A 18112-SAM-PBS-15F POP-UP-SPRAY HEAD O� :: -SAWPRS-15VAPOP-UP-8 PRAY HEAD RAINBIRD 1812 15! M aa ♦♦ J• S ♦w RAINBIRD 1842-SAM-PR3-15FSN POP-IJP-SPRAY HEAD 4'15' -6Q. aa _ ,♦ ' RAINBIRD 1.29 3Q - .�s;�_•- '� B 191 - SAM-PR -15.5 T POP-UP-SPRAY HEAD ' . ���,`�\�\\`. _ ♦♦♦♦ ♦♦♦* STREAM RDTORS ♦ '/ ::: ��? -` >> = ` (D HUNTER POJ-124-1.0 HIGH-POP STREAM ROTOR 18'-21' 0.85 30 i 1\111" } 1 `• O� �♦ N. :�;,.: HUNTER PGJ-12-V-20 HIGH-POP STREAM ROTOR 22-24 1.70 30 �� �♦` � _ ♦ Q HUNTER PGJ•12-V-3.0 HIGH-POP STREAM ROTOR 25-30 2.50 30 ,.'+`♦ }�� (D HUNTER PGJ-12 V 2.0 HIGH POP STREAM ROTOR 18'-24! n 111 �• ♦♦,� - ' >=�::' ;�:_-,:.�' �♦♦♦�' 1.70 30 . _.: __; _.=== -� �' ♦ YY �♦ © HUNTER PGJ-12-V-4.0 HIGH-POP STREAM ROTOR 26'-33' 3.70 30 '� "`'` �����' 1 '_ ''` :f .�'`~♦ (D HUNTER PGJ-12-V-5.0 HIGH-POP STREAM ROTOR 33'-36' 4.70 30 ♦♦ ;z" :: :•: 111111`1111.1,,11 �p� 1♦11`1„1111,11\ � .''' �` f�,. . ♦1� � � ;� .:= �''`-•- NOTES: 1$ ♦♦♦''♦ }�' i =. ♦` 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE `, ', 4 ,� ''� '♦ �� -;' ♦ AND TO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES . 14 �'� i ./ `4`� � p G � ♦♦♦♦ �O EQUIPMENT ♦ --'�„ �� ♦titi♦`�� ♦�♦',� 2" DOMESTIC WATER METERS PER CUCAMONGA VALLEY WATER DISTRICT `� �,-'"'� T ♦� ♦♦ ;` V DOMESTIC WATER METERS PER CUCAMONGA VALLEY WATER DISTRICT 10 H WATTS FBV SERIES LINE-SIZE GATE VALVE °'� t ti d ♦��`♦♦`� T ♦,� `♦♦ WILKENS 500 SERIES LINE SIZE PRESSURE REGULATOR �����♦�♦,�*��'�� A -- - ♦♦*''� Q FEBCO 825-Y-BV-1.25 SHACK ENCLOSURE MODEL# OGREDUCE PRESSURE BACKFLOW S-DEVICE INSTALL IN A GUARD ,�•� {jY- i ♦''' 825-Y-BV-2.00 IN w ?, ,.. '" ���♦�����♦'� / ♦3♦♦ CALSENSE FM-1.258 1114"FLOW METER - � � ' ® SUPERIOR 3100 SERIES LINE SIZE NORMALLY OPEN MASTER VALVE ti♦1`1 4 7 �, ♦fA CALSENSE ET2000-24-LR-RR-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER L x ''� 1 K ♦♦♦♦♦♦♦ XER. REF. II.2 TP•110 wl LR-RR ANT. INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL*.SB-24SS/120 VOLT o �/� �� � :b +�♦♦ Q� �B CALSENSE ET2000-8-1-R-RR-TP-1 8-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ` §s)- r ♦` ° O TP-110 w/LR-RR ANT. INSTALL WITHIN A STRONGBOX METER PEDESTAL MODEL*.SB-243S/120 VOLT l � ':n ?7 ` w♦`♦ �C CALSENSE ET2000-24-LR-RR-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER �" r,, �•. F� .� t `"� ♦♦♦♦�♦'` TPA 10 w/LR-RR ANT INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/l20 VOLT t � E ♦♦�♦♦�� 00, RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN `� ' ' -:k� - ♦`♦ `�" RAINBIRD 33ONP NON POTABLE QUICK COUPLER VALVE @ 150' O.C.MAX. ' � , ` ti♦.�' G. APPROVED SCH.40 PVC/CL-315MAINLINE,SIZE AS SHOWN,MIN.COVER 18 SHOW CL 315,2 AND LARGER ,,,,,*`" � � ' ,���• ♦♦♦�♦�` `'" i APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12" �,, � ,♦�` -=--== APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS POINT OF CONNECTION NOTE B'.. ZONE No. 8 OTHERWISE NOTED ♦�'~,� CO rA� M ......,,... �sem` `♦♦`' ` , ``;. CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY � `" --v' `~ �_„ - ♦''`` DOWNSTREAM TO A NEW 1"DOMESTIC WATER METER. REFER TO LOT 'E' ' �- UTILITY PLANS FOR ADDITIONAL INFORMATION. EXTEND NEW TYPE P ♦`�♦♦ . ■ ■ "K'COPPER PIPE(OR AS PER LOCAL CODE)AND INSTALL A 11/4" ('1 °� ♦ �• '• PRESSURE REGULATOR,A 11/4"BACKFLOW PREVENTER, A 11/4' FLOW ��// w, m M" • ♦• ` METER, AND A 11/4' MASTER VALVE AND EXTEND MAINLINE TO sEEcoNrRaLER NOTE p: • VALVES AS SHOWN. ,,, �'` ytr,�rA-,°• ,,v ��` r � � STATIC WATER PRESSURE: 123-129 P.S.I. SYSTEM DESIGN PRESSURE: 60 P.S.I. ., MAXIMUM IRRIGATfON DEMAND: 20 G.P.M. .� f t' WATER METER ♦ ♦♦ ■ ■ A aA t ♦� Its SHEET KEY MAP po15 ` ,� P.O.C.1I B-2 13%1. 1 i" 6135S FT N .r.. r /)J J °•1.° B-,3 13 DESCRIPTION OF REVISION F BfaA TYPICAL CONTROLLER NOTE : • � V 1° 627 SQ. FT 's i Bd.ODATE APPROVED a•'` „ CONTRACTOR TO INSTALL(2)CALSENSE WALL MOUNTED CONTROLLERS, "" "' a• • CITY of RANCHO CUCAMONGA MODEL NO. (1) ET2000-24--LR-RR-TP-I,TP-110, AND(1) ET2000-8-LR-RR-TP-1, „ TP110 WITH COMMUNICATION MODEM INSTALLED. CONTRACTOR SHALL B-4 d=J12 a,. a .. LOT 'C' PASEO PROVIDE ONE, (1)STAINLESS STEEL MOUNTING PEDESTAL(STRONGBOX 1 518 S Q. FT - MODEL#. SB-24-SSS1120 VOLT) FOR EACH CONTROLLER. COORDINATION OF FINALr� HOOK-UP OF CONTROLLERS SHALL BE THE RESPONSIBILITY OF THE IRRIGATION ,v a• � °'�, TRACT 15982 CONTRACTOR. FINAL LOCATION AND EXACT POSITION OF THE CONTROLLERS '` ,.. �' d, ' SHALL BE APPROVED BY THE CITY OF RANCHO CUCAMONGA PRIOR TO 2 `� B-1 �i -. • " A �\ DAY CREEK BLVD. WILSON AVE.,& BLACKSTONE DR. ,F `'�. - �a •,� LOT D ,�.. ,,.,° , 4 INSTALLATION. ALL CONTROLLERS SHALL BE OPERATIONAL PRIOR TO CITY'S 729 Q. FTS 1/4" a ACCEPTANCE OF PROJECT. CONTRACTOR SHALL COORDINATE CONTROLLER / -, i,.. ' LOT 'B' A`]�A +is•A �' N.T.S. PROGRAMMING WITH A REPRESENTATIVE OF THE CITY AND A CALSENSE e sLA STONE a ;. REPRESENTATIVE. [� (� Z' CONTACT CITY PUBLIC WORKS INSPECTOR AND CALSENSE AT: ',F' , �, ,2A �] �•A'°'° IRRIGATION PLAN 14 CALSENSE, 2075 CORE DEL NOGAL, SUITE P, CARLSBAD,'CALIFORNIA(619)436-0525. f` :, n , yam W / =A APPROVED BY: DATE : .K. lnderground Service Alert - �� *z `�" we �9 CITY ENGINEER �/ RCE No. 24953 PLAN CROSS REFERENCES ILSONAVENUE- ��°I � 0 y DESIG REc ENDED ., • ®>� � � a �' � ARCHITERRA DESIGN GROUP Call. TOLL FREE p NG LOT C v� �w�� AC LANDSCAPE SITE ARCHITECTURE FOR NOTES AND LEGENDS SEE THIS SHEET & L-6 `` �f4 VALVE SIZING KEY 10221-A TRADEMARK STREET rr�® P A S E O S19na a DRAWN RANCHO CUCAMONGA,CA 91730 SHEET 1 -8®O FOR DETAILS,I LS, SEE SHEETS L-8 * -3twff * FAC (909)484-2800 FAX: (909)484-2802 L..7 I� FOR SPECIFICATIONS, SEE SHEET L-13 VALVE # 1 10.-GPM s 4VA6 �Q 422-4133 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-3 �q Qa CHECKED DRAWING NO. FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-10 VALVE SIZE 3/4 750 .-SQ. FT. SCALE: 1" - 30' F of cps-� JAF 2RI06 1988-L TWO WORKING DAYS BEFORE YOU DIGS DATE RLA N0.2834 JOB # 0379-5 SHEET 7 OF 1 - �A BRASS WYE STRAINER 3D GUARD SHACK ENCLOSURE WITH 60 SCREEN ?�- COVER ETC)-1SED"TIC IFIRIGATALVE TIION GATE' MODEL N0.CGS-i BACKFLOW PREVENTER (CARSON OR EQUAL) ASSEMBLY STO SPRINKLER-ANGLE PIPE TO DEPTH WITH 450 ELLS NIPPLE TYPICAL SCH 40 PVC MALE ADAPTOR INISH GRADE r - - -° � .. .. ■. .. (4)PLACES WHITE SCH 80 PVC UNION 'SNAP•TITE'WATERPROOF ' BLUE BRASS OR PVC NIPPLE CONNECTORS OR EQUAL HI-POP SHRUB HEAD BODY SET TO ELECTRIC CONTROL VALVE 14'ABOVE FINISH GRADE 1 ' IPPLEPLASTIC VALVE BOX EPDXY FILLED WATERPROOF `8 MULCH-4•MIN. BALL VALVE-11 Ir OR SMALLER WITH THICK X 12"WIDE RED CONNECTOR 9ARKED'IRRIGATION ACV' EQUAL) ctic�ic�isr,s lcr�{��� ��N4ti��a r_s:-tis,'-°'.'°•r'°-.' FINISH GRADE STAINLESS STEEL HANDLEETCHED WITH CONTROLLER UNION-8 CONCRETE PAD(LENGTH VARIES BLACK ' PER SIZEIMANUFACTURER) PIG TAIL EXPANSION AND VALVE SEQUENCE z IRRIGATION CONTROLLER LOOP(MIN.24'LONG) z RESILIENT WEDGE GATE VALVE EPDXY PRESSURE REGULATOR °o- 1 SLOPE TO DRAIN AT MINIMUM 2% 9•MIN 21 COATED,2'OR LARGER WITH a OPERATING SEE LEGEND FOR MODEL FINISH GRADE Z NUT NO.AND BRAND. 1 FINISH GRADE PLASTIC VALVE BOX(CARSON OR WATERPROOF ALL 12"1 EQUAL)WITH PLASTIC INTEGRATED WIRE CONNECTORS _ VALVE VC SLEEVE SIDEWALK LOCKING LID. PLACE AT GRADE IN as _ REQUIRED FOR TURF AREAS AND 3'ABOVE IN ►s MOISTURE ► ►♦ a ha AV All♦a Ta► p • PIPE THROUGH PLANT BED. k N NOTE: WHERE SENSOR • ♦ CONCRETE PAD CONTRACTOR TO INSTALL REQUIRED ► ► ♦a j AF A s'DEEP BASE OF 314' 3' 3' -- MASTER VALVGRAVEL VEEANDFLOW LOOP TH PIG A(MIN.24'LONG) PIG TAIL EXPANSION ROM WATER SOURCTU NIPPLE -TYPICAL LOOP(MIN.24'LONG) WHITE METER. a (2) PLACES N (COMMON) BRASS ANGLE °0 ^° 909'e COMPACTION SCH 44 PVC MALE BLUE VALVE W/UNIONF 14 3/4•WASHED ♦i REQUIRED ADAPTOR yViREg r CRUSHED AGGREGATE TO METER sY FLOW RED � Z rY t BLACK VALVE SCH 80 PVC NIPPLE TA LINE TO SYSTEMS CONTROL 8 COMMON WIRES F`O SCH 40 PVC � CONCRETE THRUST BLOCK ELBOW MARLEX 90°STREET Ll 90°STREET Ell d PER CCWD STANDARDS TYPICAL(4)PLACES DIAMETER SAME SIZE AS MARLEX 90°STREET ELL RIGID PIPE AND RELATED FITTINGS SHALL BE PER CUCAMONGA VALLEY FLOW METER LATERAL FITTING WATER DISTRICT STANDARDS.CONTRACTOR SHALL VERIFY WITH SIZE BRASS NIPPL NON-PRESSURE LATERAL LINE CVWD PRIOR TO CONSTRUCTION. DIAMETER SAME SIZE SCH 40 PVC SXSXT TEE TYPICAL(2)PLACES -ve WASHED CRUSHED AS FLOW METER SIZE PRESSURE SUPPLY LINE ANTI-DRAIN VALVE AS REQUIRED TES: AGGREGATE BASE NONOTES:1. INSTALL CONTROL VALVES A MINIMUM OF 17 FROM STRUCTURE OR HARDSCAPING. NOTE: 1. INSTALL PER LOCAL CODES. MINIMUM DISTANCE DOWNSTREAM OF 2 NSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS, 1.LOCATE HEAD 7TOIf FROM WALKS,CURB$,HARDSCAPING,MOWSTRIPS, NOTES: 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 2e FROM ANY UNINTERRUPTED PIPE(5X DIAMETER 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURE OR HARDSCAPING. AND EDGES OF LAWN. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX STRUCTURES OR HARDSCAPING. OF FLOW METER SIZE) 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 2 USE TEFLON TAPE ON ALL MALE THREADS. 5.ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 3 INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING 2. INSTALL CONTROL VALVES A MIN.OF 12'FROM STRUCTURES OR HARDSCAPING. 3. WHEN UNIT 13 NEXT TO A STRUCTURE(LE WALL,BUILDING,ETC.) MINIMUM DISTANCE UPSTREAM OF VALVE NUMBER. FEATURE AS PER THE IRRIGATION PLAN. 3. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. UNINTERRUPTED PIPE(10X DIAMETER 4.HEAD CONNECTION AT BOTTOM INLET ONLY, 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. ORIENT UNIT PARALLEL TO STREET. OF FLOW METER SIZE) 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE I. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF VALVE NUMBER. DISIMILAR METALS. 7. VALVE PER STD.518 REQUIREDC BEFORE BACKFLOW PREVENTER WHEN MAINLINE 19 3'OR LARGER. LINE SIZE GATE VALVE BACKFLOW PREVENTER MASTER VALVE REMOTE CONTROL VALVE 12" HIGH POP UP SHRUB HEAD SCALE: N.T.S. RC #518 SCALE: N.T.S. RC #517 SCALE: N.T.S. RC #516 SCALE: N.T.S. RC #520 SCALE: N.T.S. RC #539 PLASTIC VALVE BOX&COVER: STRUCTURE OR EPDXY FILLED WATERPROOF ETCHED"QC'(CARSON OR EQUAL) HARDSCAPING STAND ALONE CONTROLLER WITH ANTENNA CONNECTOR OR EQUAL FOR NON-FLOW SENSOR CONNEC- ATGRADE IN LAWN AREAS LR/RR-DOME ANTENNA TIONS. 3"ABOVE GRADE IN SHRUB 6'MIN' - 18'MAX. EPDXY FILLED LOCATED 24" s-RD.c ec* .�cca_ NC WIRE SERVICE LOOP (LOOP _ AND GROUNDCOVER AREAS _ OUTSIDE OF BOX. % C`�^-"I ENOUGH WIRE TO EXTEND WIRE _ I_-� TTS TTT INSTALLATIONILOCATION COAXIAL CABLE BUNDLE 6'ABOVE GRADE) FINISH GRADE PER CITY AND CALSENSE REPRESENTATIVE SPLICE BOX COVER WITH TTS TTT _ N Z►�►�' ►, CALSENSE CONTROLLER, n Npr_• LOCKING TOP ETCHED"3.8." w _ ty MODEL NO. PER PLANS I J EN-Lcs..RE i0 BE C CUNC.FO•'ER o - CLEAN BACKFILL SEE LOCAL CODE, 4c ROC "C ^E SPECS. FOR MATERIAL. 1.%S- -3 iNSN�E EroC_CS aE Or Z ■ 33 DNP QUICK f CCNTRCLLER sLs. �, Lu "' T- 90%COMPACTION REQUIRED COUPLING VALVE INSTALL CALSENSE INSTALL CONDULETTE W1 WITH PURPLE TP 110 DEEP WP'J'BOX 120 VOLT DUPLEX CALSENSE HARNESS W1 3' -� A"N AREAS RUBBER CAP 1 PLANTE AREAS z NON PRESSURE LATERAL Fwls> rr 2 LINE:SCH. 40 SNAKE PIPE STAINLESS STEEL WEATHER TIGHT ELECTRICAL GRACE ' " � � IN TRENCH. SCREW CLAMP OUTLET(GFI) CONDUIT FITTINGS. i ; ; 3• r x ]-Or X s zCNcRvT CONTROLLER WIRED"HOT "� , ' r ABOVE caA-E AND xp�� h T MINIMUM (3)PLACES FOpnnc INSTALL A M.NIML'M CF o 1 _ NOT SWITCHED _ �" zx TOP TO CR5R AT A+mMCM Cr zx. z .! •• I • II PRESSURE SUPPLY LINE s a. 314'WASHED SLEEVE SIZE TWICE CRUSHED I '• - � RESET CALSENSE 1P-1 � I'I I I� ;I I i=11=I 1= .- - AGGREGATE BASE ♦ ♦ . ►a; ► ►► TRANSIENT PROTECTION BOARD I� I=' i= � WNMON K1RE/CON'40L wpt_q IN a�'s'�'� ■ 2 ►► a►.►r�' ,-T-, I i?-I Y SCNsO Pyp CON7U:'. 12'X 18"GREEN PLASTIC METER "' DIAMETER OF PRESSURE SUPPLY LINE. BOX,CARSON OR EQUAL I ' f ♦♦is ♦ ►►A. ► ;i►►a T120 MR Ga_aN CONDUIT�PERrLOIN C DE)T-1 30' S'�lEEP Ell F+-+i ■ SCH 40 BRASS NIPPLE o oWE ,,CE cf ET (rra.) -.112c--CONTROL WIRE -BUNDLE SCH 40 BRASS NIPPLE tD" 16 - 24'LONG ENCLOSURE MOUNT LRIRR•DOMEANTENNA - AND TAPE AT 15'O.C. AND HEAVY OJT'WEA'HEi - RESISTANT EPDXY FILLED LOCATED INSTALLADJACENT TO PHOTO ELECTRY' SWITCH FOR 5 CLRIrr � ( OUTSIDE OF BOX. � - PREWSSURE SUPPLY LINE. NOTES: LR T CONTROL AS REOUISEJ PER PER CITY AND LOCATION N 1. INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL ii.. PER CITY AND CALSENSE P'J1NS- ( � REPRESENTATIVE CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR F4-` ELECTRK METER PER SCE -� PRIOR TO CONSTRUCTION. I I CALSENSE GONTROL.LER MODEL N0. 2 CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLANS DESIGN PER PLANS. L 1 � SCH 80 PVC 900 SCH 40 BRASS 400 ELL REFER TO CCNT40LLER 1 ' ` STREET ELL SEQUENCE OF REMOTE CONTROL VALVES. -J ) 3. RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH NST,,np� sro. 1 RI PRESSURE SUPPLY SCH 40 BRASS 909 BRANCH OF THE MAINUNE FOR FUTURE USE PIGTAIL EACH ORE TIMER ANGPEOLIR'ED FEi i..J J LINE FITTING STREET EL! WIRE AT THE ENCLOSURE PLATS. Fmi&i 6'TYP. 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. CRADE I I s• CRouno ROv PROVIDE 6"MIN. OF SAND 5. NOSPLK E3 SHALL BE MADE BETWEEN CONTROLLER AND REMOTE F SCH E °0 CONOJIT II I I I II 24 VOLT WIRES.TAPED AND BEDDING AND SHADDING PRESSURE SUPPLY LINE t4 REBAR STAKE FOR G. R&L.eI..T MIN. CONTROL VALVES. WRING. I I 11 i t (24'LONG) S. ANTENNA PORT TO BE CONNECTED TO LOCAL RADIO lI'De VOLT WIRE N ;Icl� BUNDLED AT 15 FT. INTERVALS (LRIRR)AND BE OPERABLE TO THE CITY'S YARD CENTRAL COMPUTER SYSTEM I II .• `� I - LOCAL CSD j r (a: NOTE: PRIOR TO ACCEPTANCE I- - 2 CU. FT. PEA GRAVEL 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. NOTES:PIGTAIL AND LOOP CONTROL WIRE AT 90 DEGREE CHANGES IN DIRECTION. 8. THE SHOULD BE WIRED SUCH THAt WHEN IT TRIPS,IT DOES NOT TURN OFF 2. PRESSURE SUPPLY LINE: L WI AND SMALLER 18'MIN.DEPTH.DIEYOR LARGER 24`MIN DEPTH. INE CALSENSE CONTROLLER. ---- --- -------- QUICK COUPLER VALVE CONTROLLER ASSEMBLY CONTROLLER 24 VOLT SPLICE TRENCHING C LNG DETAIL SCALE: N.T.S. RC #535 SCALE: N.T.S. RC#524 SCALE: N.T.S. RC #522 SCALE: N.T.S. RC #540 SCALE: N.T.S. RC #532 HAROSCAPING(SEE NOTE 4) I 1800 PCS SCREEN PERFORMANCE 1441 T4 Z4 14 Z4 Z4 Z4 STANDARD&SMALL RADIUS SPRAY PATTERNS AND UMBRELLA SUF3131 FRq ANO SC APF _4 j+s' j• ' MODEL PCS-010 PC 0.2 PCS-030 40 0 9 5 PCS-175 PCS-260 _970 PROJECT: DAYCREEK-WILSON/BLACKSTONE DR. BY: FAC PROJECT: DAYCREEK-WILSON/BLACKSTONE DR. BY: FAC y� u�'w/e a�9oy _ GPM 0.1 p2 0.3 0.3 0.8 0.9 1.23 1.73 2.6 COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED STATIC PRESSURE HIGH: 145 PSI LOW: 130 PSI STATIC PRESSURE HIGH: 129 PSI LOW: 123PSI j� 8F - 1' 3' S' 8' SOURCE OF INFORMATION: RUSSELL SILVA SOURCE OF INFORMATION: RUSSELL SILVA aH 2' 4' 1' 7' 81 SUPPLIER: CUCAMONGA COUNTY SUPPLIER: CUCAMONGA COUNTY :3 it �j 8T - 3' 5' 5' 91# PHONE NUMBER: (909) 987-2591 PHONE NUMBER: (909) 987-2591 Igna re III as 2' S' 7' 7' VALVE STATION/GPM: STATION: A-2 GPM: 34 VALVE STATION/GPM: STATION: B-1 GPM: 20 * 3L- 6 - - - a 10F - 8' 3' 8' 10' 10H 2' 6' 2' 10' 111 11'18 ate �% CLEAN BACKFILL SEE 10T 2' 6' 7' 104 ITEM: P.S.I. LOSS. ITEM: P.S.I. LOSS' 4p OQ� F O F C AL�� z -" SPECS. FOR MATERIAL. 12F 2' S' 8' 7' WATER METER SIZE: 2" @ 34 GPM 0.90 WATER METER SIZE: 1" @ 20 GPM 2.20 � 90%COMPACTION REQUIRED 12F - - - 10'#� 5' 7' 8' 12'# 12TO - 2' 3' 5' 7' 10' 10' PRESSURE REGULATOR: 2" @ 34 GPM 4.00 PRESSURE REGULATOR: 11/4" @ 20 GPM 5.00 N - 12Tr 2' 3' 5' 9' 11' 124 BACKFLOW DEVICE: 2" @ 34 GPM 12.00 BACKFLOW DEVICE: 11/4 @ 34 GPM 9.00 12H 4' 3' a' 10' 124 121 FLOW SENSOR: 11/4" @ 34 GPM 1.56 FLOW SENSOR:PROVIDE 6' IN. OF SAND 11/4" @ 20 GPM 0.60 BEDDING AND SHADDING i� ?� 8. 4' 1# 121MASTER VALVE: 11/2�� @ 34 GPM 1.30 MASTER VALVE: 11/4" @ 20 GPM 0.85 -� . :• _ GATE VALVE(S): 1 2 @ 34 GPM 1.00 GATE VALVE(S): 1 11/2" @ 20 GPM 1.00 " 15F0 51 7 11 13# 250 L.F. @ GPM 2.50 MAINLINE CL. 315 11/2" 48 L.F. @ 20 MAINLINE CL. 315 . 2 34 15TQ - - - - 8' a' a' 15'i� ( } ( } GPM 0.52 15TT 1' - 5' 6' a' 12' 15'r AUTOMATIC VALVE SIZE: 11/2" @ 34 GPM 3.50 AUTOMATIC VALVE SIZE: 11/4" @ 20 GPM 2.50 15H - - 1' 4' 5' a' 12' 12' LATERAL LINE SIZE: 3/4 47 L.F. @ 7 GPM 1.88 3/4" 67 L.F. @ 7 GPM 2.68 - .'• '.'. . ';= .'. .' -I I LATERAL LINE SIZE: .'_ • 15T - - 3' a' 12' 151 15'/ 1" 40 L.F. @ 11 GPM 1.20 1" 30 L.F. @ 10 GPM 0.72 DESCRIPTION O F REVISION CONTROL WIRE SLEEVE 15Q 2' S' s' 12' 151 11/4" 44 L.F. @ 18 GPM 0.83 11/2" 15 L.F. @ 20 GPM 0.18 SIZE PER PLAN. INSTALL 15Sa - - 7' 12X12' 14X14' 20X20' 23X23' 2" 13 L.F. @ 34 GPM DATE APPROVED ADJACENT TO PRESSURE 17SST - 0X18' 0X10' 16X16' 9X30' Q.jL 25.23 ' SUPPLY LINE 15ST - - - - 4X22' 4X29' 4X39' 9X24' 30.79 C ITY o f RANCHO CUCAMONGA N _- '•' ' _ � 15SST 4X12' 4X24' 4X27 4X3-' 4X40' ` ' `•' ' ' ` ` 15EST 4X14' 4X16' 4X20' 4X18' IRRIGATION HEAD PRESSURE: 30.00 IRRIGATION HEAD PRESSURE: 30.00 I PRESSURE SUPPLY LINE 5F 3" a• 1' 2' 3' SYSTEM LOSSES SUBTOTAL:10• SLEEVE-SIZE TWICE 5H-B - 60.79 SYSTEM LOSSES SUBTOTAL: 55.23 5" 6" 2' DIAMETER OF PRESSURE 50-B 5' 10" 3' 1' FITTING LOSSES (100% OF SUBTOTAL): 6.08 FITTING LOSSES (10% OF SUBTOTAL): 5.52 �- SUPPLY LINE. 5CST-B 7" 14" 3' 5' ELEVATION LOSSES/GAINS (-2.77 X .433) (-) 1.20 ELEVATION LOSSES/GAINS (-2.30 X .433) (-) 1.00 TRACT 1 5982 �6"TYP. � 1(1'F'-SLA � - 6" 5' 1' 4' 6' 14' 1611M-SIA 6" 1' 7" 5' 10' 13' 10' TOTAL SYSTEM LOSSES: 65.67 TOTAL SYSTEM LOSSES: 59.75 DAY CREEK BLVD., WILSON AVE.=& BLACKSTONE DR. NON-PRESSURE LATERAL 16Q-SLA 8" 2' 5' 3' 12' 161 16'# AVAILABLE PRESSURE LO LINE SLEEVE-SIZE TWICE (LOW): 130.00 AVAILABLE PRESSURE (LOW): 123.00 DIAMETER OF NON-PRESSURE 22F-Ss - - a' 1' 4' 6' 17' 211 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+) 64.33 NOTES: LATERAL LINE 220-SS ( (+)-) DEFICIT OR (+) RESIDUAL PRESSURE: 63.25 1. A1' 3• 5' 12' 18' 12'4' 1. LLSLEEVES TOBESCH.4oPVC. 220-S3 (' 2' 6 V),' ' 15' 201224 SET PRESSURE REGULATOR TO: 80.00 SET PRESSURE REGULATOR TO: 75.00 IRRIGATION DETAILS 2. EXTEND ALL SLEEVES Ir BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. #RECOMMENDED NOZZLEISCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. p 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS. REFER TO CITY NOTE: SCREENS WERE TESTED AT 5OPSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS. APPROVED BY: • , DATE . v STD.NO.120(24'MIN.TO 36'MAX DEPTH TO TOP OF PIPE BELOW DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES. STRUCTURALSECTION). CITY ENGINEER /V / C RCE No. 24953 SLEEVING DETAIL PCS SCREEN CHART PRESSURE LOSS CALC. 'A' PRESSURE LOSS CALL. 'B' DESIGN ARCHITERRA DESIGN GROUP REc DE AC LANDSCAPE ARCHITECTURE _ SCALE: N.T.S. RC#533 SCALE: N/ASITE PLANNING SCALE: N/A SCALE: N/A DRAWN 10221-A TRADEMARK STREET RANCHO CUCAMONGA,CA 91730 SHEET L_8 FAC (909)484-2800 FAX: (909)484-2802 CHECKED DRAWING NO. JAE DATE 2n/06 RLA No. 2834 _ 1988-L SHEET 8 OF 17 PLANTING LEGEND: SYMBOL O PLANTING NOTES• CALL-OUT BOTANIC NAMECOMMON NAME StzE SPACING COMMENTS �n TREES 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT ® T•1 Platanus racemosa California " ' lj INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND Ca or a Sycamore 36 Box 35 o.c. MubTrunk 2 00,A RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND /`�-` SPECIFICATIONS. T-2 Rhus lancea African Sumac 15 gallon 20'o.c. Multi-Trunk 11 " 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. O T-3 Cercis canadensis Eastern Redbud 15 gallon 25'o•c. Standard 28 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES, T-4 Platanus racemosa California Sycamore 15 gallon 35o.c. Standard 2 ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY LO DAMAGE OF SAID UNDERGROUND FACILITIES. O• rus cake ana'Aristocrai' Aristocrat Pear 1 11 ' 'y T-5 Py ry 5 gallon 25 o.c. Standard 15 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREASO T 6 Rhus lances African Sumac 15 gallon 20'o.c. Standard 3 SIGHT LINE HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. 30 y it 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO (D T-7 Washingtaiia robusta Mexican Fan Palm 15'BTF 25o.c. Clean&Skinned 5 INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. O T-8 Lagerstroemia x'Muskogee' Purple Crape Myrtle 24"Box 20'o.c. Standard 7 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND)OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS \ BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- T-9 Lagerstroemia x'Tuskegee' Rose Pink Crape Myrtle 24"Box 20'o.c. Multi-Trunk 2 CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS S-4 OTHERWISE APPROVED BY THE CITY. SHRUBS _ 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED, Q 3.1 Abel'la grandiflora Edward Goucher Abelia 5 gallon 48"o.c. 223 T-3 'Edward Goucher' 8. WHENEVER SHRUBIGROUNDCOVER 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 ® 3-2 Berberis thunbergii Crimson Pygmy Barberry 5 gallon 30"o.c. 123 - AND DETAILS HEREON. 'Crimson Pygmy $-3 S-3 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY, O 8-3 Dietes bicolor Yellow Fortnight Lily 5 gallon 48"o.c. 144 8 7 3-4 Hemerocallis hybrids(Dwarf Red) Dwarf Red Evergreen Daylily 1 gallon 24"o.c. 715 7 14. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND ...... QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED GC-1 SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT. 3-5 Lantana'Dwarf White' Dwarf White Lantana 5 gallon 48"o.c. 126 LOT 'D' t. TYPICAL VINE NOTE: i20 u�NITROGEN SUMSTABILIZED SAWDUST O 3-6 Leptospermum s.'Ruby Glow' Ruby Glow Tea Tree 5 gallon 72"o.c. 25 ' 7 S_4 VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. 125 LBS GRO-POWER PLUS 3.7 Juniperus c.'Sea Green' Sea Green Juniper 5 gallon 72"o.c. 16 T-3 CONTRACTOR TO LOCATE VINES ON STREET-SIDE OF WALL. 11. LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO S-4 +- EDGES AT GROUNDCOVER AREAS PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS " SHALL ACCOMMODATE THE MULCH.CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR ® 3-g Nandina domestica Heavenly Bamboo 5 gallon 30 o.c. 84 y TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: GC-1 8-10 Nandina domestica'Nana' Dwarf \, ti ` ® Heavenly Bamboo 5 gallon 24"o.c. 161 EARTHHWORKS T-2 S-16 S-15 NORCO, CA 4 67 GC-1 S_3 (951)538.3321 �` 1 3-11 Pennisetum'Eaton Canyon' Eaton Canyon 5 gallon 24"o.c. 259 rs-_1�0 W-4 S-10 Fountain Grass 1 3-12 Phormium tenax'Jack Sprats' Jack Spratt Flax 1 gallon 24"o.c. 0 65 S-11 S-10 `. S-13 Phormium'Maod Maiden' Maorl Maiden Flax 5galbn 48"o.c. 61 24 6 S-4 OQ � w` � S-5 GC-1 15 v_ I q S-14 Dodonaea viscosa'Purpurea' Purple Hopseed Bush 5 gallon 120"o.c. 6 82 GC-1 PLANTING NEAR HARDSCAPE NOTE: ,`0 Q 5-15 Rosmarinusofficinalis'Prostratus' Dwarf Rosemary 5gallon 721 o.c. 42 68 �; LOT B $-3 1. SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ��\ ' . W 8-16 Salvia ii'Red' Red Autumn Sae II " ON-CENTER SPACING AWAY FROM WALKS, WALLS,CURBS, AND OTHER 9te9g g 5 gallon 48 o.c. 64 9 HARDSCAPE ELEMENTS(EXCEPT FOR ROCKSCAPE, WHICH ALLOWS FOR , (� 5-17 Westri is n abbie Gem 5 gallon " SHRUBS TO BE PLANTED CLOSER, 12 MIN. . Wy y 9 48 o.c. 115 rs0 ) �� �. � • 'Wynyabbie Gem' Coast Rosemary 18 l 3. TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR MINIMUM £ ' ' . W GROUNDCOVER C n PLANTER WIDTH FROM WALKS, WALLS,CURBS,AND OTHER HARDSCAPE ` GC-1 Trache C ELEMENTS WHERE PLANTING SPACE IS RESTRICTIVE TREES WHICH / W z, WOULD OTHERWISE REQUIRE WOR GREATER PLANTING SPACE MAY BE S-1 l µ , ' _ bspermum lasmiodes Star Jasmine 1 gallon 24 o.c. 1088 PLANTED WITHIN NOF ROCKSCAPE, PROVIDED THAT THERE ARE NO S_1 ' a r' _ I Q VINES OTHER ELEMENTS BEYOND THE ROCKSCAPE(SUCH AS WALKS, WALLS, — '•• I V 1 Parthenocissus tricus (data Boston I LOT 'E' —'t OR CURBS). WHERE POSSIBLE, TREES SHOULD HAVE THE ® p Ivy 5 gallon 15 o.c. 48 3-4 RECOMMENDED CLEAR PLANTING AREAS RECOMMENDED ON THE CITY'S rS2 _ — Train to wall I`. TREE LIST. WHERE PLANTING AREAS ARE REDUCED BY ROCKSCAPE TO — • 5-11 A DEGREE WHERE THESE STANDARDS CANNOT BE FOLLOWED, THEN IN B — B THE INTEREST OF PROVIDING TREES WE CAN COMPROMISE ON THE S-3 — S-10 PROXIMITY OF THOSE TREES TO ROCKSCAPE. TREES MAY BE PLANTED _ I (n e • °�� W S"3 WITHIN 2'OF ROCKSCAPE BUT MUST STILL RESPECT CLEARANCES TO S-11 • • Jr 18 9 OTHER ITEMS MENTIONED ABOVE. TREES REQUIRING A MINIMUM 2' 1 Z S-10 PLANTING AREA SHOULD NOT BE PLANTED CLOSER THAN 1', JUST TO T-6 AVOID TOUCHING THE ROCKSCAPE AND HEADER WITH THE TRUNK. T-3 — ?: 8,>, B5A➢ 2 T4 SHEET KEY MAP u,A" '' 01 • a'A °A Cl� S-4 MULCH NOTE: CONTRACTOR SHALL INSTALL A 4"LAYER OF SHREDDED 115 3. S-3 MULCH IN ALL SHRUB AREAS, 1-1/2" IN GROUNDCOVER S-15 O I AREAS. MULCH SHALL BE WOOD FIBER MATERIAL AS MADE ' BY EARHTWORKS, NORCO, CA, (909) 538-3321 (OR EQUAL). 5_1 r °,"'>' eBO • '+ SUBMIT SAMPLE OF ANY ALTERNATIVE MATERIAL PRIOR TO PURCHASE AND/OR PLACEMENT FOR CITY INSPECTORSI ° APPROVAL. GC-1 C q 5-3 �52 1 � i,` .... s „9,A a, LOT 'C' PASEO 114 r, neves V-1 25 GC-1 C- 5-3 S-13 61 T Ax ♦ ♦; ♦ LOT 'D' ♦ LOT 'B' 2■ i 56.A `1se.o■ ■ ■ ■ ■ ■'i� ■ ■ ■ T- - '`".i ♦ j0 ,B ETON E � . MATCHLINE 'AA', X SEE THIS SHEET I r I i 5-11 V-1 � ♦ ♦ 'W >„ a. N.T.S. L VE U 3'4 S-11 S-14 ' ♦ ; ,.' rS-3 S-1 S-9 GC-146 13 S-1 S-4 rs15 ♦ ' : , S-4 * M A T C H L I N E 'A A' EE THIS SHEET S-11 3-4 S-, s-4 S-6 • '� - _ _ ■ ■ ■ was ■ ■ ■ ■ ■ GC-1 S-11 S 4 S 6 S-3 S-6 DAY CREEK BOULEVARD DESCRIPTION OF REVISION � ., -� -_ A _.. 1. Q,) I r �' DTE APPROVED ir- - . at ' r „' SYMBOL LEGEND C) T-3 W rte;, ?: . ,.,.. , - _ ; . , , . CITY of RANCHO CUCAMONGA TREES SHRUBS SIGHT LINELU- .t CALL-0U T CALL-OUT 1UT ---------- SYMBOL SYMBOL — 5952 ,, WWI DAY CREEK BLVD., WILSON AVE.,& BLACKSTONE DR. SIZE UANTITY QUANTITY O T-9 - �. (gal)box) 15' 15' 15' 15' 15'— Underground Service Alert (j) GC-, - - - - - - - — - - - , SCALE: 1" - 30' PLANTING PLAN 32 DAY C EEK BOULEVARD GC-1 GC-1 s-13 s-1 s-10 APPROVED BY: DATE: �o • • U T-5 — — GC-1 GC-1 _ 4 Call: TOLL FREE - "-- - "°SCpF CITY ENGINEERXa--ACV4 (2 �0,-O,�_RCE N0.24953 PLAN CROSS REFER E - - - °�. w�ag9�, o S �y a a y DESI ARCHITERRA DE IGN GROUP M ,+ H LANDSCAPE ARCHITECTURE REC ENDE It� 1 -800 W O v d' ! 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PLANTING w A A _ NT �A A A A"A"A A I w N LEGEND: E A A A A G ND. n w A w A w n A A A A A^A^A A A^ A A A A ?:i A A - A "A A A A , A ArA w"A A A A A^ A f n w n n n n A"A - A A A A A A A A A A A^An^ A An^ A^ nA A /�/ A A A A A •:1 A A"A A A - A w A AAA AnA"A"A^n - n'`AnA"An nT A A An - - T X. 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Standard 2 O A A A A A A A A A A A " A A A A -^''l' _ - - \`\ Y ` T A A AAAAnAnA AAA/',A^ AAAnA An^n n �..-- ��, .:::::::::- • `\\\\1r\\ ♦ 1' - gallon n w w A n ACn n n A /�'l � \\\\ ` A A A ..:ate J:. '^a .. n n n n n n n w A •• :.. A n n n n n n ,� ^"Aw^A^n^A ,^ � \\-�\\ T-3 Cercis canadensis Eastern Redbud 5 25o.c. Standard 4 \\ lA .: A AAA AA A A A A^ A n n n A A A n n n A A n n n.^n w A w w^^^^^^^^A^^^^n^A n � \'�\\�► �~ o A►ti\` gallon Ann n •-•• A A A w A A A A -" rF O n n n n A A n A A n A A n „ -- ' ' ■ ,�\\\ ti, �:'T- ;-+ •J .���� A n n n n n n A -... ` A`AAAAAAAAAAA^A^^^^^^^^^^A^A^n n .../-� , - \\\\��1•�1\\\ , / `` •:.,f •• �� SI71<VJJ n n A w^A^n^^n " _.,;`Y +'.- • ..'.' ���V I '' \1V\\\\\\\\"�\ _y'tiT •�:f;• , +y1+D` V V• _ ^ Aw^AA^^^ — — - G �� �\\\\\\1��\� `` �w�`; S 8-3 Dietes bicolor Yellow Fortnight 5 48" 25 :- ^ n — :::... A :'=' \\\\\\\~\\,►\\ti 1,�y�ti1`1 ;':,• 1�1`1i` i ii,i i Lily gallon O.C. ...... S 4 Hemerocallis hybrids(Dwarf RecDwarf Red Evergreen DayWl 24 111 INVgall ��\\ •�-�'-�` _. Lantana Dwarf White to Lantana 2 � Dwarf White 5 4S" t ` S-7 Pennisetum Eaton Canyon Eaton Canyon Fountain 5 24" 103 i „\\\�\ Grass gallon O.C. ♦ ♦ - \ S 10 Ros ........... ...... _ _ _.:;.__;:: ;_::•- _ �,,.�.-•�-' __ nus Tuscan Tuscan Blue Rose 11 mari 5 72 Blue' gallon gallO.C. 0 S 11 Sal tha via Ieucan Mexican Sage 5 48f# 7 gallon on O.C. ro Aw GROUND ,COVER " GC-1 Trachelos permum Star Jasmine 1 gallon ?�'"o.c 105 asmiodes � GC-2 Native Seed Mia \\\\\\ ^ ^ Y II droseed 09 / ^, �'"' ° E3` ✓ .�`�~ VINES i t � A V-1 Parthenocissus tricuspidata Boston Ivy 5 gallon 19 o.c. Train to 12 9 t `. V♦ ,SO � wall y,�`�� �� Native seed mix on non-irrigated slope 1§ X% (Hydroseed at begining or rainy season) NOTE: Lbs./Acre Botanical Name SEED MIX AVAILABLE THROUGH S&S SEEDS, PHONE(805)684-0436. 2. LANDSCAPE CONTRACTOR SHALL SUBMIT CONTENT LABLES OF SEED 0 Artemesia californica AND SLURRY MIX TO CITY'S REPRESENTATIVE AND LANDSCAPE ARCHITECT -_ ._ i ■ , ,,�>>��\\`' E, `` 2.0 Astragalus pomonensis FOR APROVAL PRIOR TO HYDROSEEDING. C 3.0 Encelia californica GRAPHIC SYMBOLS TAKE PRESEDENCE OVER WRITTEN QUANTITIES AND KEYS 3.0 Ephedra californica ON PLAN. 8.0 Eriogonum fasciculatum foliolosum 4.0 Eriophyllum confertiflorum ti� PI ANT MATFRIAI APPROVAL® �� 3.0 Eschscholzia californica Aa 1.0 Lasthenia californica AFTER OBTAINING APPROVAL FOR AGRICULTURAL SUITABILITY REPORT,AND 6.0 Lotus scoparius brevialatus MINIMUM OF TWO WEEKS PRIOR TO PLANTING, CONTRACTOR SHALL SUBMIT TO 2.0 Lupinus truncatus THE CIT'S REPRESENTATIVE PLANT PHOTO FOR APPROVAL. IF REQUESTED BY 4.0 MUlenbergia microsperma CITY}S REPRESENTATIVE, LANDSCAPE ARCHITECT WILL TAG THE MATERIAL. 8.0 Nassella pulchra ONE PRINTED PHOTOGRAPH OF EACH SPECIES SPECIFIED ON PLAN SHALL BE 2.0 Phacella campanularia PROVIDED. EACH PHOTO SHALL BE LABELD WITH PLANT NAME AND 1.0 Salvia columbariae CONTAINER SIZE. EACH TREE PHOTO SHALL BE LABELD WITH SPECIFICATIONS oo ti 6.0 Vulpia microstachys (HEIGHT x CROWN x CALIPER SIZE). EACH PHOTO SHALL CLEARLY SHOW SIZE, FORM, BRANCHING STRUCTURE AND 55.0 lbs./acre QUALITY OF THE PLANT. ANY PHOTO SHOWING GROUP OF PLANTS CLOSE ` � oe SLURRY MIX TOGETHER WILL NOT BE ACCEPTED. NO PARTIAL OR INCOMPLETE SUBMITTAL WILL BE ACCEPTED FOR REVIEW. 2000 lbs./acre Wood cellulose fiber ANY REJECTED SPECIES SHALL BE SUBJECT TO RESUBMITTAL. y �� ♦ 150 lbs./acre Stabilizing binder TYPICAL TREE LOCATION NOTE: LOT 'E' SYM BOL LEGEND ('� CONTRACTOR STORM DRAIN UTILITIES.ES.AIN 5 CLEAR MINIMUM FROM ALL v ""~ - �. /� tip``` `� E TREES SHRUBS ,�'� + w •• � , CALL-OUT CALL-OUT !, ` '"� TYPICAL VINE NOTE: SYMBOL SYMBOL VINES SHOWN♦� ``�1�� S-7 b CONTRACTOR TOO LOCATE E V NES ON REACK OF WALL FOR SET SIDE OF PHIC (WALL. ., '° SIZE UANTITY J � QUANTITY DO �� ♦ � S IBSBA N s-4 T 2 66 � SHEET KEY MAP 1818.0 t 88x0 Gj ,o'�J � V-1 n ,ilii, �!► � ,e;,, ♦ � � 'f ���� 6 Gc-1 � 1B81 ,�..�'°A DESCRIPTION OF REVISION 01 a. DATE APPROVED ,r " - � a S S-7CITY of RANCHO CUCAMONGA LOT 'C' PASEO r S-10 3-6 �® ,m.e z e H p Ad LN TRACT 15982 ' LOT 'D' ,�., ,;:e DAY CREEK BLVD., WILSON AVE.,& BLACKSTONE DR. LOT 'B' ""' ! � � i�6s Ikea N.T.S. BtR STONE D E �� < nazs 14 s_4 S-3 ® `. . ,3�. „° PLANTING PLAN nderground Service Alert '� S-3 �' APPROVED BY: DATE. � leldi �” S-6 S-10 GC-1 a �• �. PLAN CROSS REFERENCES ' D ` -x,ILSON�AVENUE- � ,�c w CITY ENGINEER �� 1 RCE No. 24953 Call: TOLL FREE y a 0\11-11 ti DE81 ARCHITERRA ESIGN GROUP RE ENDS s-11 S-7 , LOT T-3 �? `� ZOO �t H LANDSCAPE ARCHITECTURE 1 ®800 FOR NOTES AND LEGENDS, SEE THIS SHEET PAS EO SITE PLANNING -� 10221-A TRADEMARK STREET FOR DETAILS, SEE SHEET L-11 S-3 Signa ra DRAWN RANCHO CUCAMONGA,CA 91730 SHEET S-4 •' 7k 7 >~r MPH (�)484-2800 FAX: (909)4842802 L-1 V 42'��413:3 � FOR SPECIFICATIONS, SEE SHEET L-14 , FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-3 i -7 ��► a b �P TWO WORKING DAYS BEFORE YOU DIG/ FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-7 S I, _ q R aF Cp�\�oQ� CHECKED 2n�06 DRAWING NO. SCALE: 1 _ 30 SAA DATE RLA NO.2834 1988-L JOB # 0379-5 SHEET 10 OF 17 NOTES: 1.REMOVE NURSERY STAKES N i 2.STAKES BE PLUMB AND i PARALLEL. 3.STAKE TREE PERPENDICULAR W E [O • - /'� � TO PREVAILING WIND. Mp f ^ �v Wo �' l v� v TOP OF ROOTBALL TO EXTEND 2' LEGEND: v TOP TIE TO BE PLACED A3 LOW � l ORIGINAL GRADE C �.i ABOVE FINISH GRADE J� * TOP OF STAKES BELOW HEA NATIVE BACKFILL WITH NO ROCKS S QP A3 POSSIBLE ON THE TRUNK TQ 1. GALV.TURNBUCKLE ALLOW FOR WIND FLEXING OF TH TR OF TREE WHERE SPECIES G OWTH v TIGHTLY COMPACTED 3'BERM TO FORM GREATER THAN 3'DIAMETER • TOP TIE TO BE PLACED AS BUT NOT SO LOW AS TO LOSE SU PORT HABIT PERMITS. a� DEPRESSED WATERING BASIN. LOW AS POSSIBLE ON THE OR ALLOW THE HEAD TO DROP. MAIN TRUNK • 2 DUCKBILL ANCHORING SYSTEM MODEL NO.40 DT$ KIT. TRUNK TO ALLOW FOR WIND w �' . 3 BERM TIGHTLY COMPACTED IN • FLEXING OF THE TREE.BUT TOP OF STAKES BELOW w * TOP OF ROOTBALL TO . 4 WOOD CHIP MULCH. NOT$0 LOW AS HEAD OF TREE WHERE °C �2�SETS OF CINCH TIES EXTEND 2'ABOVE NO WOOD CHIP MULCH SHOULD BE PLACE TO FORM WATERING BASIN • g 3. OMITTED SUPPORT R ALLOW OSE SPECIES GROWTH HABIT PERMITS. > ACED 24'APART ATTACH WITH FINISH GRADE PLACED OR ALLOWED TO REMAIN THE HEAD TO DROP. MAIN TRUNK GALVANIZED SCREWS TO 2' r (2)SETS OF CINCH TIES SPACED 24' LODGE POLES. FINISH GRADE 4. NATIVE SOIL BACKFILL OVER THE ROOTBALL. ({�1 12'MAXIMUM APART,ATTACH WITH GALVANIZED • S. NATIVE SOIL SCREWS TO Y LODGE POLES. 2'DIA.LODGE POLE PINE STAKES 2'DIA.LODGE POLE PINE STAKES TOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN, S. NEW 1/2PVC PIPE OVER WIRE AT POINT OF WITH WOOD PRESERVATIVE STAIN, 2'ABOVE FINISH GRADE DQpI�I�l E A MIIN,0 W INTO(�N- 2 g CONTACT. DR VE A R EID UM OF 0'INTO UIQ I URBED SOIL AND POSITION ROOT BALL ORIGINAL GRADE STAKES OUTSIDE ROOTBALL. 2 7. (3)DOUBLE-STRAND GUY WIRES SPACED STAKES OUTSIDE ROOT BALL. 3'B€RM TIC�HT6Y6OMPAWATEiT�� LIALLYAROUND TREE FRONT YARDS.ARBOR GUARD IN TURF AREAS AND IN PBASIN.ACE LOT ED OUTSIDE 1 F PLANT PIT TO BE(2'TIMES THE 8. 4'HIGH EARTH BERM WATERING BASIN. ABOVE TOP FFIN SHBGRADE.ALL TO TEND 2' PLANT PIT. ROOT BALL WIDTH OF THE ROOT BALL TIGHTLY COMPACTED 3'BERM TO FORM PLANT PIT TO BE 2 TIMES THE 9. PLANT PIT TO BE 3X THE WIDTH OF THE WATERING BASIN FOR RESIDENTIAL AND WIDTH OF THE ROOT BALL. ROOTBALL&2'SHALLOWER THAN THE ROOT IALL GROUND COVER INSTALLATIONS.LOCATE OUTSIDE OF PLANT PIT.BERMS IN TURF NATIVE BACKFILL WITH 10.ROOT BALL AREAS TO BE REMOVED PRIOR TO CITY NO ROCKS GREATER 9 ACCEPTANCE THAN 3'DIAMETER ROOT BALL PLANT PIT TO 8E(2 TIMES THE BAIL N aF ,I NATIVE BACKFILL WITH NO UNDISTURBED NATIVE SOIL. 6 ROCKS GREATER THAN 3' 4 5 10 DIAMETER. NOTE: L100T 1A L NATIVE BACKFILL WITH NO UNDISTURBED NATIVE SOIL, NOTES: 1 ROCKS GREATER THAN 3'Du, UNDISTURBED NATIVE SOIL 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE A. INSTALL GUYS HAND-TAUT TO PREVENT NOTES: OF ROOT BALL. DO NOT CRACK ROOT BALL. DEFORMATION OF LIMBS. 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE NATIVE SOIL UNDISTURBED NOTES: OF ROOT BALL.DO NOT CRACK ROOT BALL. r TWICE ROOT BALL WIDTH 1.2.REMNURSERY STAKES STAKES ETO BE PLUMB AND PARALLEL. 3,STAKE TREE PERPENDICULAR TO PREVAILING WIND. s GUYING (DUCKBILL ANCHORING) TREE PLANTING TREE PLANTING ON SLOPE SHRUB PLANTING SHRUB PLANTING ON SLOPE SCALE: N.T.S. SCALE: N.T.S. #502 SCALE: N.T.S. #505 SCALE: N.T.S. #506 4D SCALE: N.T.S. # 507 4'OF COMPACTED WOOD CHIP MULCH. ARDSCAPING (CONCRETE HEADER, CURB& GUTTER, SIDEWALK, ETC.) FINISH SOIL GRADE v 12' C TOP OF ROOTBALL TO EXTEND 2' U ABOVE FINISH GRADE. TAPER FILL ORIGINAL GRADE FROM TOP OF ROOT BALL TO F.G. NATIVE BACKFILL WITH NO ROCKS GREATER THAN 3' DIAMETER. t' z r, 2' 3' BERM TIGHTLY COMPACTED IN PLACE TO FORM WATERING BASIN. SHOVEL CUT EDGE COMPACTED NATIVE SOIL ROOT BAL PLANT PIT TO BE (2) TIMES THE WIDTH OF THE ROOT BALL, NOTES: 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL, 2. MULCH AROUND TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND UNDISTURBED NATIVE SOIL. INTO EDGES AT GROUND COVER AREAS. 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 4. PLACE NO MULCH OVER THE ROOTBALL OF A WOODY PLANT OR ALLOW IT NOTES: TO REMAIN THERE. 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL. DO NOT CRACK ROOT BALL. SHRUB SPACING MULCH LAYER SCALE: N.T.S. #508 SCALE: N.T.S. #509 SCALE: 0 SCALE: SCALE: j%0 SC Apt �4 9�� w U W n an re 7 31- w a 10 �T F OF C AL���Q DESCRIPTION O F REVISION DATE APPROVED CITY of RANCHO CUCAMONGA TRACT 15982 DAY CREEK BLVD., WILSON AVE.,& BLACKSTONE DR. PLANTING DETAILS APPROVED BY: , , DATE: /! d CITY .Z ENGINEER ��GlC�cr � / RCE No.2495 DESIGN MPH ARCHITERRA DESIGN GROUP RE I NDE LANDSCAPE ARCHITECTURE SCALE: SCALE: SITE PLANNING SCALE: SCALE: DRAWN 10221-A TRADEMARK STREET SHEET MPH RANCHO CUCAMONGA, CA 91730 (909)4842800 FAX: (908)4842802 CHECKED DRAWING NO. JAF DATE 2/7/06 RLA NO.2834 1988-1 JOB # 0379-5 SHEET 11 OF PTL I PERIMETER VI'ALL X71 SI 4 Ads • o ► ► sIL 0I d d A PAIMUER'AALL d VINE CN WALL X :1 1 PERIMETER WALL VINE CN'lJALL VMS /Ow X :1 WALL FOOTING NOT WALL FOOTING NOT 31'-0' 41'-0' 9-D' 3-0' 9-9' 4'-9' 2-0 DAY CREEK BLV PLANTER K CO E SIDEWALK ROCK OOBBL PLANTER IN PUBLIC RAW IN PUBLIC R/W WALL FOOTING NOT ROCK COBBLE PLANTER SIDEWALK LANTE WILSON AVE. BLACKSTONE DRI ROCK COBBLE SIDEWA PLANTER IN PUBLIC RIW ROCK COBBLE 10 SECTION A-A-DAY CREEK BLVD. SECTION 13-13-WILSON AVE. SECTIONC—C-BLACKSTONE DRIVE s SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 1 PAL ICHAINUNI FENCE ,i DAYLIGHT LNE AS SNO'i.M. PA- PER EF RPERNAETER WALL PERiMETEfl'NALL __,e - ♦• VINE CN WALL VNE CN'i.'ALL PA- WALL tiWALL FOOTING NOT PERIMETER WALL IN PUBLIC R/W .1 WALL FOOTING NOT :1 IN PUBLIC R/W meq• 1 FLUSH CUR PIL PA. aRa EXISTNG CHAINUNK F 13'-8' 2 PLANTER W/ SIDEWALK ROCK COBBLE w/ PLANTER ROCK SWALE DRAINAGE SWALE 41'-0" MA :1 4r FENCE FOOTING NOT 9-3' 29-0" 8 8" 51'4' 34'-3' 2 � 11'-0 18-0' WALL IN PUBLIC R/W 40 ROCK COBBLE ACCESS ROAD JROCK COBE NATUAL NATIVE PLANTING NATURAL NATIVE PLANTING O SLOPE DRAIN SWALE ASPHALT ACCESS ROAD SPH FOOTING NOT IN 47-0' 137-W PUBLIC R1* ■ SECTION D-D-PASEO (LOT 'C') SECTION E-E-ACCESS ROAD (LOT 'D') SECTION F-F-DRAIN SWALE (LOT 'D') SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. �NpSCgpF �49�ti aignatNa t� Datif qr OF C pL`��Q. a PTL a Pti PERIMETER WALL VINE CN'NALI. PERIMETER VIALL VINE CNWALL 4. DESCRIPTION OF REVISION DATE APPROVED " 1 WALL FOOTING NOT CITY of RANCHO CUCAMONGA IN PUBLIC RIW WALL FOOTING NOT 8'-3' 8-0' 11'-3' 6-8' IN PUBLIC R/W PLANTER Yd SIDEWALK ROCK COBBLE SWALE PLANTER DRAINAGE SWALE TRACT 15982 DAY CREEK BLVD., WILSON AVE.,& BLACKSTONE DR. LANDSCAPE SECTIONS APPROVED Y: , , , . DATE: . lellav-' CITY ENGINEER ( RCE No. 24953 SECTION H—H-PASEO (LOT 'Cl) DESIGN MPH ARCHITERRA DESIGN GROUP REWVNDED LANDSCAPE ARCHITECTURE SITE PLANNING SCALE: N.T.S. SCALE: SCALE: DRAWN 101221-A TRADEMARK STREET SHEE MPH RANCHO CUCAMONGA, CA 91730 L- (909)484-2800 FAX (909)484-2802 CHECKED DRAWING NO. JAF DATE 2/7/06 RLA NO.2834 1988-L _ _ JOB # 0379-5 SHEET 12 OF 17 SPS IRRIGATION SPBCIFICATI®NS 2. Provide one controller chart for each controller sequence. d. Pressure rating in P.S.I. 4. Use 9-1/2"x 16"x 11"rectangular box for all electric control valves with the adjoining grade. The Contractor shall set in place,cap and inadequacies of coverage due to deviations from the Drawings,or e. NSF(National Sanitation Foundation) approval installed within on-grade landscaped areas. Carson Industries# pressure test all piping under paving prior to the paving work. where the system has been willfully installed as indicated on the PART 1 -GENERAL_ 3. The chart shall show the area controlled by the automatic controller f. Date of extrusion 1419-12B with green bolt-down cover or approved equal. Drawings when it is obviously inadequate,without bringing this to anshall be the maximum size which the controller door will allow. g2. Generally,piping under existing walks is done by jacking,boring,or the attention of the City of Rancho Cucamonga. This test shall be 1.0 DESCRIPTION 8. All fittings shall bear the manufacturers name or trademark,material S. Use 10"x 10-1/4"round box for all quick coupling valves installed hydraulic driving,but where any cutting or breaking of sidewalks accomplished before any ground cover is planted. 1 4. The chart is to be a reduced drawing of the actual installed system. designation, size,applicable I.P.S. schedule and NSF seal of approval. within on-structure landscaped areas. Carson Industries No. 910-128 and/or concrete is necessary,it shall be done and replaced by the A. Scope of Work: Provide all labor,materials,transportation,and services However,in the event the controller sequence is not legible when the with green bolt-down cover or a necessaryto furnish and install the Irrigation System as shown on the drawing 8 approved equal. Contractor as a part of the Contract cost. Permission to cut or break g Y g is reduced,it shall be enlarged to a size that will be readable C. PVC Non-Pressure Lateral Line Piping: 8. Upon completion of each phase of work,the entire system shall be p g' sidewalks and/or concrete shall be obtained from the City of Rancho tested and adjusted to meet site requirements. Drawings and described herein. when reduced. N. Sprinkler Heads: Cucamonga. No hydraulic driving will be permitted under concrete 1. Non-pressure buried lateral tine piping shall be PVC Schedule 40 B. Standards: All work and materials shall comply with governing codes,safety S. The chart shall be a black line or blueline ozalid print and a different with solvent-weld joints when installed in planting areas. 1. All sprinkler heads shall be of the same size,type,and deliver the paving. 3.0 MAINTENANCE orders,standards,and regulations,and meet the minimum requirements of color shall be used to indicate the area of coverage for each station. same rate of precipitation with the diameter (or radius) of throw, 3. Refer to City Standard 120"Trench Repair"when within City streets 7 A. The entire irrigation system shall be under full automatic operation for a the Standard Specifications For Public Works Construction(Green Book) latest 2. Non-pressure lateral line piping installed under paved areas shall be pressure,and discharge as shown on the Drawings and/or s pe edition. 6. When completed and approved,the chart shall be hermetically PVC Schedule 40 with solvent welded joints. g 1 � susceptible to traffic loads. period of seven(7) days prior to any planting. 1 in these special provisions. sealed between two pieces of plastic,each piece being a minimum 20 D. Assemblies: B. The City of Rancho Cucamonga reserves the right to waive or shorten the 1.0 QUALITY ASSURANCE&REQUIREMENTS mils. 3. Pipe shall be made from NSF approved,Type I,Grade II PVC 2. Spray heads shall have a screw adjustment. 2 compound conforming to ASTM resins operation period. po g specification D1784. All pipe 1. Routing of sprinkler irrigation lines as indicated on the Drawings is A. Permits and Fees: The Contractor shall obtain and pay for any and all 7. These charts shall be completed and approved prior to the final field must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shall be fabricated in accordance with the details shown diagrammatic. Install lines(and various assemblies) in such a 3.0 CLEAN-UP permits and all observations as required. observation of the irrigation system. with an appropriate standard dimension ratio. on the drawings. manner as to conform with the details in the Drawings. 8 B. Manufacturer's Directions: Manufacturer's directions and detailed drawings D. ration and Maintenance Manuals: Clean-up shall be made as each portion of work progresses. Refuse and excess dirt g 4. Except m noted in paragraphs 1,2,and 3 of this section(2.O1all all 4. Riser nipples for all sprinkler heads shall be the same size as the 2. Install o multiple assemblies in plastic lines. Provide each assembly shall be removed from the site,all walks and paving shall be bloomed or washed shall fa followed in all cases where the manufacturers n articles used w this requirements for non-pressure lateral line pipe and tonfittings shall be Contract furnish directions covering points not shown in the Drawings and 1. Prepare and deliver to the City of Rancho Cucamonga within ten the same as for solvent-weld pressure main line pipe and fittings as riser opening in the sprinkler body. with its own outlet down,and any damage sustained on the work of others shall be repaired to its Specifications. calendar days prior to completion of construction,two hard-cover, set forth in section 2.01 B of the Specifications. original condition. three rim binders container the following I� 5. All sprinkler heads of the same type shall be the same manufacturer. 3. Install all assemblies g g g information: specified herein in accordance with respective C. Ordinances and Regulations: All local,municipal and state laws,and rules D. Brass tripe and Fittings: detail. In absence of detail drawings or Specifications pertaining to 3.0 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE and regulations governing or relating to an y O. Sleeving: specific items required to complete work,perform such work in 9 g g g g y portion o is work are hereby a. Index sheet which states Contractor's name,address,and accordance with best standard practice with prior approval of City of A. The Contractor shall operate each system in its entirety for the Ci of Rancho incorporated into and made a part of these Specifications,and their telephone number,and which lists each installed equipment 1. Where indicated on the Drawings,use red brass screwed pipe 1. Sleevingunder hardsca City pe or paved areas for mainline,lateral lines Rancho Cucamonga Cucamonga at time of final observation. Any items deemed not acceptable by provisions shall be carried out by the Contractor. Anything contained in and material item including names and addresses of conforming to Federal Specification#WW-P-351. or control wiring shall be Schedule 40 P.V.C.or approved equal. these Specifications shall not be construed to conflict with any of the above manufactures local representatives. the City of Rancho Cucamonga shall be reworked to the complete satisfaction 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and th the City Rof Rancho Cucamonga. rules, regulations,or requirements of the same.However,when these b. Catalog and parts sheets on every material and equipment 2. Fittings shall be red brass conforming to Federal Specification#WW - P. Vandal Resistant Controller Enclosure: moisture before installation. Installation and solvent welding Specifications and Drawings call for or describe materials,workmanship,or item installed under this Contract. P-460 construction of abetter quality,higher standard,or larger size than is C. Guarantee statement. methods shall be as recommended by the pipe and fitting B. The Contractor shall show evidence to the City of Rancho Cucamonga that the 1. Controller enclosure shall be of size and type shown on the Irrigation manufacturer. required by the above rules and regulations,the provisions of these d. Complete operating and maintenance instructions on all E Copper Pipe and Fittings: Drawings and Irrigation Detail sheet. City has received all accessories,charts,record drawings,and equipment as Specifications and Drawings shall take precedence.. major equipment. S. On PVC to metal connections,the Contractor shall work the metal required before final site observation can occur. 1. Pipe: Type K,hard tempered. 2. A backboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal,shall be used on all 3.1 SITE OBSERVATION SCHEDULE D. Explanation of Drawings: Z. In addition to the above mentioned maintenance manuals,provide provide a base for mounting the automatic sprinkler controller and threaded PVC to PVC,and on all threaded PVC to metal joints. Light 0 the City's maintenance personnel with instructions for major 2. Fittings: wrought copper,solder joint type. terminal strip. wrench pressure is all that is required. Where threaded PVC A. The Contractor shall be responsible for notifying the City of Rancho 1. Due to the Scale of the Drawings,it is not possible to indicate all equipment and show evidence in writing to the City of Rancho offsets,fitting,sleeves,etc.,which may be required. The Contractor Cucamonga at the conclusion of the project that this service has been 3 0 o connections are required,use threaded PVC adapters into which the Cucamonga in advance for the following observation meetings,according to g p l Joints shall be soldered with silver solder,4S rb silver, 1 S ib copper, 3. A 117 volt duplex box shall be provided with an On/Off switch and a i may be solvent welded. g g p p pipe Y the time indicated: shall carefully investigate the structural and finished conditions rendered. 16%zinc, 24°rb cadmium,solidus at 1125°F,and liquidus at 1145°F. 117 volt receptacle. Metal conduit shall run from the 117 volt supply affecting all of his work and plan his work accordingly,furnished to the controller housing. All power within the housing shall be E. Line Clearance such fittings,etc.,as may be required to meet such conditions. E. I�uipment to be Furnished: F. GateValves• 1. Pre-Job Conference-7 daysproperly phased. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid 1. Supply as a part of this contract the following tools: 1. Ball Valves(1 1/2"and smaller) al 1. All lines shall have a minimum clearance of six(6) inches from each 2. Pressure supply line installation- 24 hours conflicts between the irrigation system,planting and architectural 4. A terminal strip shall be provided,clearly indicating the proper other and twelve (I 2) inches from lines of other trades,with the P features. a Two(2) sets of s ral tools r points of connection of all appropriate wiring (station valves,master exception of the control wire sleeve(s) which shall be installed 3. Lateral line and nnkler installation- 24 hours pec equired for removing, a. Ball valves shall be a 125 Ib SWP bronze valve with threaded valve,common,central control). adjacent to pressure supply Line. Parallel Lines shall not be installed disassembling and adjusting each type of sprinkler and valve ends and shall be equipped 2. All work called for on the Drawings b notes or details such be supplied on this rg and eq pped with a stainless steel handle. directlyover one another. g y p b. Ball valves shall be Nibco T-585-70-66 or approved equal. Miscellaneous Irrigation 4. Automatic controller installation-24 hours furnished and installed whether or not specifically mentioned in the b. Two(2) four-foot valve keys for operation of ate valves. Q. g Equipment: g C. All Ball valves shall be installed per detail. F. Automatic Controller Assembly:specifications. C. Two(2) keys for each automatic controller. y: 5. Control wire installation- 24 hours d. One(1) quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Valve 2"and larger) 1. Refer to the Irrigation Plans for sizes and types of miscellaneous 3. The Contractor shall not willfullyinstall the irrigation s stem as eve five S) or fraction thereof of each g ( g ) irrigation equipment. 1. Install as ' y every ( type of quick per manufacturer's instructions. Remote control valves shall 6. Pressure supply line and lateral line testing-48 hours shown on the Drawings when it is obvious in the field that coupling valve installed. be connected to controller in numerical sequence as shown on the a. Resilient Wedge Gate valves shall be epoxy coated and 2. All miscellaneous irrigation equipment shall be as s obstructions,grade differences,or discrepancies in area dimensions equipped with a 2"operating nut p specified or Drawings. 7. Coverage test-48 hour exist that might not have been considered in engineering. Such 2. The above mentioned equipment shall be turned over to the City at approved equal the conclusion of the b. Resilient Wedge Gate valves shall be No. 403 RT-RW as G. High Voltage Wiring for Automatic Controller obstructions or differences should be brought to the attention of the project. Before final observation can occur, supplied by Watts or approved equal. PART g-F.XF�CtTTInN 8. Final observation- 7 days City of Rancho Cucamonga. In the event this notification is not evidence that the City has received material must be shown to the C. All Resilient Wedge Gate valves shall be installed per detail. performed,the Contractor shall assume full responsibility for any City of Rancho Cucamonga. 1. 120 volt power connection to the automatic controller shall be B. When observations have been conducted other than the City of Rancho revision necessary. G. Qpick Coupling Valves: 3.0 OBSERVATION OF SITE CONDITIONS provided by the Contractor. Cucamonga,show evidence in writing of when and by whom these 1.0 PRODUCT DELIVERY,STORAGE AND HANDLING observations were made. 1.0 SUBMITTALS 4 A. All scaled dimensions are approximate. The Contractor shall check and verify 1. Quick coupling valves shall have a brass,two-piece body designed for 2. All electrical work shall conform to local codes,ordinances,and union 3 A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise working pressure of 150 P.S.I. all size dimensions and receive approval from the City of Rancho Cucamonga authorities having jurisdiction. C. No site observations will commence without "As-Built"record drawings. The A. Material list: care in handling,loading,unloading,and storing PVC pipe and fittings. All prior to proceeding with work under this Section. " " g contractor shall not call for a site visit without As-Built record drawings, PVC pipe shall be transported in a vehicle which allows the length of pipe to 2. Quick coupling valve shall be operable with a quick coupler key. Ke H. Remote Control Valves: without completing previously noted corrections,or without preparing the 1. The Contractor shall furnish the articles,equipment,materials,or lie flat so al not to subject it n under bending al a concentrated external load q p y Y B. Exercise extreme care in excavating and working near existing utilities. The system for said visit. size and type shall be as shown on the Drawings. Y processes specified by name in the Drawings and Specifications. No at any point. Any section of pipe that has been dented or damaged will be g Contractor shall be responsible for damages to utilities which are caused by 1. Install where shown on the Drawings Where grouped together,allow substitution will be allowed without prior written approval by the discarded,and if installed, shall be replaced with new piping. H. Backflow Prevention Units his operations or neglect Check existing utilities drawings for existing utility at least twelve(12) inches between adjacent valve boxes. Install each City of Rancho Cucamonga. SUBSTIT locations. remote control valve in a separate valve box. 1.0 UTIONS 2. Complete material list shall be submitted prior to performing any 5 1. Backflow prevention unit shall be of size and type indicated on the C. Coordinate installation of sprinkler materials including pipe,so there shall be 1. Flushing of System: irrigation drawings. Install backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting work. Material list shall include the manufacturer, model number, A. If the Contractor wishes to substitute any equipment or materials for the with the Drawings. and description of all materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications he may do trees,shrubs,and ground covers. p ' pipe lines and risers are in place and CONC XM SPECIFICATIONS manufacturer and other information may be different, the following sob y 1. After all news sprinkler y g y providing the following information to the City of Rancho Cucamonga 2. Wye strainers at backflow prevention units shall have a bronzed connected,all necessary diversion work has been completed,and is a guide to proper submittal format: for approvaL• D. The Contractor shall carefully check all grades to satisfy himself that he may screwed boy with 60 mesh monel screen and shall be similar to Bailey prior to installation of sprinkler heads,the control valves shall be PART t GFAT}7tAT. #100B ora y safely proceed before starting work on the irrigation system. o approved equal. pend and full head of water used to flush out the system. 1.0 Description Item No. Description Manufacturer Model No. 1. Provide a statement indicating the reason for making the substitution. Use a separate sheet of paper for each item to be submitted. 3. All pressure main line piping between the point of connection and 3.0 PREPARATION 2. Sprinkler heads shall be installed only after flushing of the system I 1 Backflow Preventer Febco 825-Y-B the backflow reventer shall be installed as r 2 has been accomplished V 2. Provide descriptive catalog literature,performance charts and flow p required by local code. p' ed to the complete satisfaction of the city of For concrete information refer to the Standard Specifications for Public Works The Contractor shall verify with the local governing body as to A. Physical layout: Rancho Cucamonga. Construction(Green Book: Edition per the City of Rancho Cucamonga). Refer to 2 Automatic Controller Calsense ET1-24-DR charts for each item to be substituted. material type and installation procedures prior to start of Sections 4,201,303,and 400,as well as any other sections related to the installation, 3 construction. Submit shop drawing for approval. 1. Prior to installation,the Contractor shall size stake out all pressure J. Sprinkler Heads: per and post installation of concrete work,materials,labor,and clean-up. The Master Valve Superior 3100 RCV 3. Provide the amount of cost savings if the substituted item is supply lines,routing and location of sprinkler heads. Standard Specifications for Public Works Construction is available from: approved 1. Install the L Check Valves: sprinkler heads as designated,on the Drawings. Sprinkler 4 Etc. Etc. Etc. 2. All layout shall be approved by the City of Rancho Cucamonga prior heads to be installed in this work shall be equivalent in all respects BI Building News B. The City of Rancho Cucamonga shall have the sole responsibility in accepting 1. Swing check valves 2"and smaller shall be 200 pound W.O.G.bronze to installation. to those itemized. 3055 Cwerland Avenue Irrigation submittal must be specific and complete. All items must by or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition,neoprene,or rubber disc Los Angeles,CA 90034 listed and should include solvent,pruner,wire,connectors,valve, materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification WW-V--SID,Class A, B. Water Supply: 2. Spacing of heads shall not exceed the maximum indicated on the (310) boxes,etc. No copies of manufacturer's literature(catalog cuts) are Type IV Drawings. In no case shall the spacing the maximum required as submittal information. 1.0 GUARANTEE ng exceed 202-77751. The irrigation system shall be connected to water supply recommended b 1.0 Scope 6 pp y points} of y the manufacturer. 2. Anti-drain valves shall be of heavy duty virgin PVC construction with connection as indicated on the Drawings. 2 3. Equipment or materials installed or furnished without prior approval A. The guarantee for the irrigation system shall be made in accordance with the F.I.P.thread inlet and outlet. Internal parts shall be stainless steel 3.0 TEMPORARY REPAIRS Furnish and install all concrete work complete as indicated on the drawings or as of the City of Rancho Cucamonga may be rejected and the Contractor attached form. The General Conditions and Supplementary Conditions of and neoprene. Anti-drain valve shall be field adjustable against 2. Connections shall be made at the approximate location(s) shown on 4 specified,including,but not limited to the following: may be required to remove such materials from the site at his own these Specifications shall be filed with the City prior to acceptance of the drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to the Drawings. The Contractor is responsible for minor changes The City reserves the right to make temporary repairs as necessary to keep the l�nre• irrigation system. the Valcon "ADV"ora roved caused b actual site conditions. sprinkler system pp equal. Y y equipment in operating condition. The exercise of this right by the A. Furnish and set all reinforcing steel,bolts,and anchors. City shall not relieve the Contractor of his responsibilities under the terms of the 4. Approval of any item,alternative or substitute indicates only that the B. A copy of the Guarantee form shall be included in the operations and J. Control Wiring: C. Electrical Supply: guarantee as herein s product or products apparently meet the requirements of the maintenance manual. pp y' g specified. B. Install all items required by other trades which are to be cast into concrete. Drawings and Specifications on the basis of the information or 1. Except as noted otherwise,connections between the automatic 1. Electrical connections for any and all automatic controllers shall be 3.0 EXISTING TREES g ng,posts,benches,etc.,where samples submitted. C. The guarantee form shall be re f C. Concrete mow strips,footings for walls fence g typed onto the Contractor's letterhead and controllers and the electric control valves shall be made with direct made to electrical point(s) of connection as indicated on the S applicable. shall contain the following information: burial copper wire AWG-U.F. 600 volt. Control wiring installed in Drawings. Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all 5. Manufacturer's warranties shall not relieve the Contractor of his control wire conduit within structure shall be made with AWG-TW possible care to avoid injury to trees and tree roots. Excavation in areas where two 1.0 Protection liability under the guarantee. Such warranties shall only GUARANTEE FOR IRRIGATION SYSTEM solid copper wire. Pilot wires shall be a different color wire for each 2. Connections shall be made at the approximate location(s) shown on (2) inch and larger roots occur shall be done by hand. All roots two(2) inches and supplement the guarantee. automatic controller. Common wires shall be white with a different the Drawings. The Contractor is responsible for minor changes cause larger in diameter,except directly in the path of pipe or conduit shall be tunneled 3All finished concrete work shall be barricaded to pedestrian traffic for three(3) days. We hereby guarantee that the irrigation system we have furnished and installed is color stripe for each automatic controller. Install in accordance with by actual site conditions. under and shall be heavily wrapped with burlap to prevent scarring or excessive Barricade shall be placed imediately after concrete finishing. Contractor shall furnish, B. RECORD DRAWINGS: free from defects in materials and workmanship,and the work has been completed in valve manufacturer's specifications and wire chart In no case shall drying. Where a ditching machine is run close to trees having roots smaller than two place and remove all of his own barricades. Contractor shall be responsible for any accordance with the Drawings and Specifications,ordinary wear and tear,unusual wire size be less than#14. 3.0 INSTALLATION (2) inches in diameter,the wall of the trench adjacent to the tree shall be hand damage to new construction and replacement or repair of the work shall be made 1. The Contractor shall provide and keep up-to-date a complete record abuse,or neglect excepted. We agree to repair or replace any defects in material or 3 trimmed,making clean cuts through. Roots one(1) inch and larger in diameter shall without added cost to the City. set of blueline ozalid prints which shall be corrected daily,showing workmanship which may develop during the period of one year from date of 2. Wiring shall occupy the same trench and shall be installed along the A. Trenching: be painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should be every change from the original Drawings and Specifications and the acceptance and also to repair or replace any damage resulting from the repairing or same route as pressure supply or lateral lines wherever possible. closed within twenty-four(24) hours;and where this is not possible,the side of the 1.0 Clean-up exact installed locations, sizes,and kinds of equipment Prints for this replacing of such defects at no additional costs to the City. We shall make such 1. Dig trenches straight and support pipe continuously on bottom of trench adjacent to the tree shall be kept shaded with burlap or canvas. 4 purpose may be obtained from the City of Rancho Cucamonga at cost repairs or replacements within a reasonable time,as determined by the City,after 3. Where more than one(1) wire is placed in a trench,the wiring shall trench. Lay pipe to an even grade. Trenching excavation shall follow Upon completion of all concrete work and before final acceptance,the Contractor shall This set of drawings shall be kept on the site and shall be used only receipt of written notice. In the event of our failure to make such repairs or be taped together at intervals of fifteen(15) feet layout indicated on the Drawings and as noted. 3.0 FIELD WALITY CONTROL remove all tools,surplus materials,apparatus,debris,etc.from the site and the site as a record set. replacements within a reasonable time after receipt of written notice from the City,we 6 shall be left in a clean, neat condition acceptable to the City. authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shall be provided within three(3) feet of each 2. Provide for a minimum of twenty-four(24) inches cover for all A. Adjustment of the System: 2. The Contractor shall make neat and legible notations on the record expense and we will pay the costs and charges therefore upon demo d. wire connection. Expansion curl shall be of sufficient length at each irrigation lines installed under paving or hardscaping. drawing progress sheets daily as the work proceeds,showing the splice connection at each electric control valve,so that in case of 1. The Contractor shall flush and adjust all sprinkler heads for work as actually installed. For example,should a piece of equipment PROJECT: repair,the valve bonnet may be brought to the surface without 3. Provide for a minimum of twenty-four(24) inches cover for all optimum performance and to prevent overspray onto walks, be installed in a location that does not match the plan,the Contractor disconnecting the control wires. Control wires shall be laid loosely pressure supply lines of three(3) inches or larger in diameter. roadways,and buildings as much as possible. must indicate that equipment has been relocated in a graphic LOCATION: in trench without stress or stretching wire conductors. manner so as to match the original symbols as indicated in the 4. Provide for a minimum of eighteen(18) inches cover for all pressure 2. If it is determined that adjustments in the irrigation equipment will irrigation legend. The relocated equipment and dimensions will SIGNED 5. All splices shall be made with Scotch-Lok#3576 Connector Seatin supply lines of two and one half 2 1/2" proper and more adequate coverage,the Contractor shall then be transferred to the original record drawer Zan at the proper g ( } inches or smaller provide ro g g p p pe ADDRESSED Packs,Rainbird Snap-rite wire connectors.,or approved equal. Make make such adjustments prior to planting. Adjustments may also time. only one splice with each connector sealing pack. S. Provide for a minimum of twelve(12) inches for all non-pressure include changes in nozzle sizes and degrees of arc as required. 3. Before the date of the final observation,the Contractor shall transfer PHONE: DATE OF ACCEPTANCE: 6. Field splices between the automatic controller and electric control lines. all information from the"record drawing"prints to a sepia mylar or valves will not be allowed without prior approval of the City of 6. Provide for a minimum cover of eighteen (18) inches for all control 3. Lowering raised sprinkler heads by the Contractor shall be similar mylar material. Arrangements shall be made through the city PART 2-PRODUCTS Rancho Cucamonga. wiring. accomplished within ten (10)days after notification by the City. for obtaining said sepia mylar or similar mylar material. All work shall be in waterproof India ink and applied to the mylar by a 2.0 MATERIALS K. Automatic Controller. 7. Refer to City Standard 120"Trench Repair"when within City streets 4. All sprinkler heads shall be set perpendicular to finished grades technical pen made expressly for use on mylar material. Such pen 1 susceptible to traffic loads. unless otherwise designated on the Drawings. shall be similar to those manufactured by Rapidograph, Kueffel& A. General: Use only new materials of brands and types noted on drawings, 1. Automatic controller(s) shall be of size and type shown on the Esser,or Faber Castell. The dimensions shall be made as to be easily specified herein,or approved equals. Drawings. B. Backfilling: 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers readable even on the final controller chart(see Section C). The specification so that each lateral operates at design pressure. original mylar"record drawing"plan shall be submitted to the City of B. PVC Pressure Main Line Pipe and Fittings: 2. Final location of automatic controller(s) shall be approved by the City 1. The trenches shall not be backfilled until all required tests are DESCRIPTION OF REVISION cho Cucamonga for approval prior to the completion of the of Rancho Cucamonga. performed. Trenches shall be carefully backfilled with the excavated B. Testing of Irrigation System:RanDATE APPROVED controller chart. 1. Pressure main line piping for sizes 2"and larger shall be PVC Class materials approved for backfilling,consisting of earth,loam,sandy CITY o f RANCHO 315 3. Unless otherwise noted on the Drawin s the 120 volt electrical y sand or other approved materials,free from large clods of earth 1. The Contractor shall r uest the resence of the Ci of Rancho C NGA Drawings, power clay, eq p City 4. The Contractor shall dimension from two(2) permanent points of to each automatic controller location is to be furnished by others. The or stones. Backfill shall be mechanically compacted in landscaped Cucamonga in writing at least 48 hours in advance of testing. reference, such as building corners,sidewalk edges,road 2. Class 315 pipe shall be made from an NSF approved Type 1,Garde!, final electrical hook-up shall be the responsibility of the Contractor. areas to a dry density equal to adjacent undisturbed soil in planting intersections,etc.,the location of the following items: PVC compound conforming to ASTM resin specification D1784. All areas. Backfill will conform to adjacent grades without dips,sunken 2• Test all pressure lines under hydrostatic pressure of I50 pounds per pope must meet requirements as set forth in Federal Specification PS - L Electric Control Valves: areas,humps or other surface irregularities. square inch and prove watertight. a. Connection to existing water lines. 22-70,with an appropriate standard dimension(S.D.R.) (Solvent-weld TRACT �I 5982 b. Connection to existing electrical power. Pipe). 1. All electric control valves shall be the same size and type shown on 2. A fine granular material backfill will be initially placed on all lines. Note: Testing of pressure main lines shall occur prior to c. Gate valves. the Drawings. No foreign matter larger than one-half(1/2) inch in size will be installation of the electric control valves. DAY CREEK BLVD., WILSON AVE.A BLACKSTONE DR. d. Routing of sprinkler pressure lines(dimension max. 100' 3. Pressure main line piping for sizes 1-1/2"and smaller shall be PVC permitted in the initial backfill. along routing). Schedule 40 with solvent welded joints. 2. All electric control valves shall have a manual flow adjustment. 3. All piping under paved areas shall be tested under hydrostatic e. Sprinkler control valves. 3. Flooding of trenches will be permitted only with approval of the Ci pressure of ISO pounds per square inch and proven watertight prior f. Routingof control wiring and locations of all splice boxes. 4. Schedule 40 pipe shall be made from NSF approved City IRRIGATION SPECIFICATION S g p pp Type 1,Grade 1 3. Provide and install one control valve box for each electric control of Rancho Cucamonga to paving. g. Q}zick coupling valves. PVC compound conforming to ASTM resin specification D1785. All valve. h. Stub-outs for future connections. pipe must meet requirements as set forth in Federal Specification PS - 4. If settlement occurs and subsequent adjustments in pipe,valves, 4. Sustain pressure in lines for not less than six(6) hours. If leaks i. Other related equipment as directed by the City of Rancho 21-70 M. Control Valve Boxes. sprinkler heads,lawn,planting,or other construction are necessary, develop,replace joints and repeat test until entire system is proven APPROVED BY: Cucamonga. the Contractor shall make all required adjustments without cost to the watertight. •' . . D A T E : YAlle,4 S. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved " 1. Use 10"x 10-3/4round box for all gate valves. Carson Industries City. � S. On or before the date of the final field observation,the Contractor conforming to ASTM test procedure D2466. S. All hydrostatic tests shall be made only CITY ENGINE ER /V_ 2gU,1,& RCE N0.2-1953 #910-12B with green bolt-down cover or approved equal. Extension Y yin the presence of the / shall deliver the corrected and completed sepias to the City of sleeve shall be PVC with minimum size of six(6) inches. C. Trenching and Backfill Under Paving: General Contractor and the City of Rancho Cucamonga. No pipe shall 6. Solvent cement and g DESIGN Rancho Cucamonga. Delivery of the sepias will not relieve the primer for PVC solvent-weld pipe abd fittings be backfilled until it has been observed,tested,and approved in, MPH ARCHITERRA DESIGN GROU ED Contractor of the responsibility of furnishing required information shall be of type and installation methods prescribed by the 2. Use 9-1/2"x 16"x 11"rectangular box for all electric control valves. 1. Trenches located under areas where paving,asphaltic concrete,or writing. LANDSCAPE ARCHITECTURE _W that may be omitted from the prints. manufacturer. Carson Industries# 1419-12B with green bolt-down cover or approved concrete will be installed,shall be backfilled with sand(a layer four SITE PLANNING equal. (4) inches below the pipe and six (6) inches above the pipe) and 6. Furnish necessary force pump and all other test equipment. DRAWN 10221-A TRADEMARK STREET SHE�I• C. Controller Charts: 7. All PVC pipe must bear the following markings: compacted in layers to 95%compaction,using manual or mechanical MPH RANCHO CUCAMONGA,CA 91730 �� 3. Use 6"diameter x 8-3/4"deep round plastic valve box for all quick tamping devices. Trenches for piping shall be compacted to equal 7. When the irrigation system is completed,perform a coverage test in �)484-2800 FAX: (909)484-2802 1. As-builts drawings shall be approved by the City of Rancho a. Manufacturer's name coupling valves. Carson Industries#608-12 with green flex-lock the compaction of the existing adjacent undisturbed soil and ( all be the presence of the City of Rancho Cucamonga to determine if the Cucamonga before controller charts are prepared. b. Nominal pipe size cover or approved equal. left in a firm unyieldidition. All trenches shall be left flush water coverage for planting areas is complete and adequate. Furnish CHECKED C. Schedule or class all materials and perform all work required to correct any JAF DATEng con _` ' NO. RLA N0. 2834 1 DRAWING ING JOB # 0379-5 SHEET 13 OF 17 9 PLANTING SPECIFICATIONS PART 1 _GENERAL. PART 2 -EXECUTION C. Trees and shrubs shall be growing at a recognized nursery in accordance with 6.0 Responsibility and Coordination: 1.0 Scope of Work good horticulture practices and shall be of the size and caliper normally 4 2.0 Protection: 1 associated with the container size specified on plans. Removal of all tags, A. Landscape Contractor is responsible for the erection of all signs and barriers 1 Keep all plant material delivered to site in a healthy condition for planting. plants labels,nurse stakes and ties from all plant material Contractor shall provide all materials,labor and equipment incidental to and shall not be allowed to d out. Bare root stock shall be se n' P prohibited until the required to prevent intrusion into the treated areas and to notify the public. dry separated and heeled-in,in approval of the landscape Architect or City. necessary for completing all work,as indicated on the drawings,as reasonably most earth or other suitable material until planting. Balled and burlapped plants B. No material or methods shall affect the landscape planting or hydroseed implied,or as delineated in the Specifications as follows. shall have root ball covered with moist sawdust,wood chips or other suitable material D. All plant material delivered to the site showing signs of damage or disease or germination. No material or method shall render the job site unusable for 1.0 Standards: until planting. is insufficient in size to carry out the intent of the planting plan will not more than 10 days from date of application. accepted and will be replaced at Contractor's expense. 2 2.0 Installation: All work and materials shall comply with governing codes,safety orders,standards, 2 6.0 Non-Selective Herbicides.E Sizes of Plants -Shall be as stated on the Plan. Container stock(1-gallon,5 - 5 and regulations,and meet the minimum requirements of the Standard Specifications Detailed layout of plants within the planting areas shall be performed by Contractor gallon,and 15-gallon) shall have been grown in containers for at least one(1) Non-selective contact herbicide and/or non-selective systemic herbicides(as For Public Works Construction(Green Book) latest edition. and approved by the Landscape Architect and City prior to planting. year,but not over two(2)years. recommended by the Pest Control Advisor) 1.03 Qpality Assurance: Soil excavated from planting holes shall be amended to backfill around trees and F. Substitutions -Substitutions for indicated plant material will be permitted 6.0 Selective Herbicides: A. All Contractors performing Site Development work,must be licensed in shrubs using the following mixture: provided the substitute materials are approved in advance by the City,and 6 accordance with the laws of the State of California. Native,On-Site Soil with rock no greater than 3"in diameter are made at no additional cost to the City. Except for authorized variations, Selective pre-emergent herbicides compatible with seed mixtures(as recommended by Gro Power Plus 5-3-1 15 lbs/cy all substitute plant materials shall conform to the requirements of these the Pest Control Advisor) B. Contractor shall provide the Landscape Architect and the City with a list of Iron Sulfate 2 lbs/cy specifications. Subcontractors and Material Suppliers expected to be employed during the 6.0 Weed Eradication: course of construction. (To be used for bidding purposes only,verify with Agronomic Soils Test) G. Plants Not Approved -Plants not approved are to be removed from site 7 immediately and replaced with suitable plants. The City reserves the right to If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in C. Contractor shall obtain and keep in force Public Liability and Property After backfilling,construct a 3"earthen berm to form watering basin around each reject entire lots of plants represented by defected samples. the planting areas will require control prior to removal,spray these areas per Pest Control Advisor's recommendations. Damage Insurance,during entire course of the Construction Contract. The plant,to allow thorough water-in and establishment. H. Stake all trees,as per details immediate) after planting to prevent wind amount of insurance shall be determined by City. damage. Y p g p A. Prior to the installation of the irrigation system remove and clear all weeds Prior to installation of turf and ground cover,remove water basins from around trees D. Prior to start of site development work,the Contractorhall notify the and shrubs. Berms in turf areas to be removed prior to City acceptance. and deleterious materials from planting areas. Landscape Architect and City to give startingand completion dates. I. Plant trees that are to be located in lawn or ground cover areas after finish Contractor shall also supply the Landscape Architect and City with the name PART 3-S011L PREPARATION AND FINISH GRAD grades are first established and allow at least 7 calendar days prior to Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of and telephone number of the person in charge of the work. installation of said lawns or ground cover to provide for thorough watering 1"-2"below the surface of the soil. Physically remove all weeds from the site. 3.0 Scope of Work: of trees. All planting holes shall be excavated as defined on appropriate PART 7-LANDS(APR MAINTENANCE 1.0 Responsibilities and Coordination: 1 4 A. Provide all materials and equipment,and perform all work necessary for and 4.0 Soil Amendments: 7.0 Scope of Work: A. Permits: The Contractor shall obtain and pay for all permits and inspections incidental to the soil preparation and finish grading of all planting and lawn required by governing authorities for the work to be performed. areas as shown on plans,as reasonably implied,or as delineated in the 3 Soil amendments shall be as recommended in the Agronomic soils re 1 Provide all materials,labor and g g port equipment necessary for,or incidental to,performing B. Existing Conditions: The Contractor shall verify all conditions and specifications. all maintenance requirements as reasonably implied or as delineated in the dimensions shown on the plans at the site prior to commencement of any B. Furnishing,placement and grading,of topsoil for backfilling of planters if 4.0 Trees Stakes: specifications including,but not limited to the following: work under this contract:. The Contractor shall verify the location and depth required. 4 of all underground utilities prior to start of work. Tree stakes shall be lodge pole pine tree stakes.See tree staking detail on plans for Maintain all plants and planted areas. C. Cleaning and finish grading of planters areas and planting areas. further information. Keep planted areas free of weeds and debris. C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred Prune trees and shrubs. for all temporary utilities such as water,electrical power and gas as required 3.0 Topsoil: PART S-GROUND COVER AND BEDDING PIANTS Fertilized all plants and planted areas. b him for the construction of the project. Tem Irrigation. Y p � Temporary services shall be coordinated with the City and other contractors on the job site. 2 A. Existing on-site soils listed as`acceptable'under`Site Grading'specification. 5.0 Scope of Work: Insecticide spraying. D. Survey, Reference Points,and Elevations: The Contractor is responsible for B. Topsoil im 1 7.0 Fertilizers: p ported to site for use as fill,backfill in planters and mounding, Provide all materials and equipment and perform all work necessary for and establishing all surveys,reference points and elevations required by him,and shall be sandy textured. Silt plus clay content of this soil shall be no greater incidental to installing all ground cover and bedding plants,as shown on plans,as 2 shown on plans for proper execution of site construction. than 15reasonably implied,or delineated in the specifications. A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus,and 12-8-15%by weight The boron content of this soil shall be no greater than 1 part per million as measured on the saturation extract. The sodium Gro-Power Controlled Release Nitrogen,as designated herein,or approved it Traffic: The Contractor is responsible for all temporary traffic barriers and absorption ratio(SAR) shall not exceed 3.0 millimohos per centimeter at ZS C. 5.0 Bedding Plants: substitute as required by the Agronomic soils report. Available from Gro detours required by him for the construction of the project. All temporary In order to ensure conformance,samples of the imported soil shall be 2 Power(909) traffic barriers and detours shall conform to all conditions required by the submitted to an agronomic soils testing laboratory,approved by the project Perennials and Annuals: Provide healthy container grown plants from a recognized 393-3744. City or governing authorities. Landscape Architect for analysis prior to use. Result of testing to be delivered nursery,and of the species and variety shown on plans. B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen and to City for approval. Soil test to include analysis and recommendations. 24%sulfur and shall be registered as an agricultural miner,with the State 1.0 Defective and Unauthorized Work: 5.0 Ground Cover: Department of Agriculture in compliance with Article 2 -"Fertilizer Materials," 5 3.0 Soil Amendments: 3 Section 1030 of the Agricultural Code. All work which is determined by inspection to be defective in its construction or 3 Ground Cover. Provide ground cover of the species shown on plans. Ground cover deficient in any of the requirements of the plans and specifications,shall be remediedshall be established and well rooted in flats or similar containers. 7.0 General: All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils or removed,and replaced by the Contractor at his own expense in a manner report furnished by the Contractor 3 acceptable to the Landscape Architect and City. 5.0 Mulch: Maintenance shall start immediately after landscape irrigation and planting. 1.0 Inspections: 3.0 Soil Preparation: 4 Mulch: Shall be of compacted wood chip fiber.4 6 All work on irrigation system shall be complete and inspected for recommended Maintain all plants and planted areas on a continuous basis as they are installed The Contractor shall arrange for inspections by notifying the landscape Architect,City approval and,fine grading completed,prior to rototilling and prior to soil 5.0 Coordination: during the progress of the work,and continue to maintain them until final acceptance anof total project. Replace any dead or dying plants as directed by the Landscape governing authorities, 24 hours prior to time of inspection,unless otherwise amendment work, 5 noted. Inspections shall be as listed below,but not necessarily in this order. Only A. Do not have plants delivered to the job site until site conditions are ready for Architect and City representative. the inspection pertaining to the project scope of work will apply: After rough grades have been established,prepare all lawn and planting areas by planting. If planting is delayed,keep plant roots moist and place in a " " sheltered location protected from the sun,wind and other damaging Irrigation: Operate irrigation system on co established program to t maintain tilling or cross ripping to a depth of 12". All rock and debris more than 2 m p g g all plants and planted areas in a healthy condition. Irrigation system run-off Rough Grading. diameter shall be removed from the site,except for areas that are to be sodded, in elements. shall be kept to a minimum. Damage to irrigation system resulting from Drain Lanes and Catch Basins. which all rock and debris more than 1"in diameter shall be removed. maintenance and equipment and/or maintenance personnel,shall be Irrigations(main line pressure,coverage&system operations test). B. Soil preparation and fine grading shall be completed and trees and shrubs Soil Preparation and Finish Grading. Apply, " installed prior to bedding plants and restored to its original condition at no cost to the City. Failure y.any part of rs pp y,spread,and rototil in all soil amendments as recommended to a depth of 6 . p g P ground cover planting. the irrigation system shall be brought to the attention of the City. No repairs Plant Material(delivery&placement). Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" Substantial Completion Inspection(at completion of landscape improvements) to 6"the following for each 1,000 square feet of planting area: 5.0 Installation: other than emergency repairs shall be accomplished without written permission from the City. Final Inspection(after maintenance period) - 7 days. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. Plant ground cover and bedding plants in moist soil and space as indicated on plans. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating The contractor shall arrange a Preconstruction job conference with the landscape Each plant shall be planted with its proportionate amount of soil so as to minimize 200 lbs.of Gro-Power or approved equal. areas at intervals not to exceed 10 calendar days. Architect and City a minimum of seven(7)days prior to the beginning work. The above soil conditioning are minimal qualities only and should be used only for root disturbance. Soil moisture shall be such that soil does not crumble when The Contractor may elect to remove such concentrations of weeds manually or an bidding purpose,because soil conditions may change drastically from the time these removing plants from container. approved herbicide program. Y Y 1.0 Guaranties: specifications were developed 7 pec' ped to the time the actual soil conditioning take place. Re rade )anter areas after planting,t Therefore,the Contractor shall obtain his own soils analysis at a rate of one per every g p p g, o restore smooth finish grade and to insure A. Plant Materials. All trees,shrubs,ground cover;bedding plants and lawn 25,000 square feet of planted area. These soil tests shall be conducted by an proper surface drainage. A 4"layer of mulch material shall be spread over the entire C. Pest Control: Spray all plants and planted areas at beginning of maintenance shall be guaranteed from date of final acceptance of landscape construction approved Agronomic soils testing laboratory approved by the project Landscape planter area after grade is established. Watering shall begin immediately after program and as may become necessary thereafter by an approved method of for periods as follows: Architect and City. Copies of the soil test to be provided during the Pre-construction mulching. (Grading shall accommodate the mulch) pest control,to keep all plants and planted areas free of insects and disease. job conference. Method shall be reviewed by the City prior to any applications. Pest Control Trees 24"box&larger 1 year 5.0 Protection: shall include Gopher control. Trees 15 gal.&smaller 1 year 3.0 Finish Grading: 7 Shrubs All sizes 120 days 5 Erect temporary fencing or barriers to protect planted areas from damage prior to D. Pruning: Prune all plants as designated and directed by landscape Architect, Ground Cover 120 days After rototilling operations are complete,grade areas to establish finish grades for final acceptance. at start of maintenance program and continue to prune plants as directed or Bedding Plant 120 days planting. All flow lines shall be maintained and proper tolerances shall be met after as may become necessary until the end of the maintenance program. Lawn(sod) 120 days settlement at the end of the project maintenance period. PART 6-WEED ARATEMFNT Remove trash weekly. Edround cover to keep Lawn(seed) 120 days from first mowing Y Edge 8 p in bounds and trim top Finish grading shall leave surface of the ground uniformly smooth and free of abrupt 6.0 Scope of Work: growth as necessary to achieve and overall even appearance. Exterminate Guarantees begin after the project acceptance by City and at the end of the grade change. 1 gophers and moles; repair damage. 180-day maintenance period. Landscape Contractor shall replace and plant Provide all material,equipment,and labor necessary to perform all work as indicated PART 8-ACCEP7'ANCR OP DR(1 all materials which have died within the time span stated above,at no cost 3.0 Coordination: on plans,as reasonably implied,and as delineated in the specifications. and within 5 days from receiving written notice from the Landscape Architect 6 or City. If dead material is not replaced and planted within the 5 day Weed abatement work shall be coordinated with the installation of the irrigation 6.0 8.0 General: g Qytality Assurance: period,City may replace dead material with new material and charge the system rototilling and soil amendment work,and planting. (See Weed Abatement 2 1 Upon completion Landscape Contractor for all expenses incurred. section). A. The Applicator of all weed control materials shall be licensed by the State of of installation,a maintenance period e a minimum y he days for California as a Pest Control all Landscaped areas is required prior to final acceptance of the work by the City. The B. Construction Materials: The contactor shall guarantee all workmanship and PART 4-TRFFC AND sHRIIgc Operator and a Pest Control Advisor in addition to Commencement date for the maintenance nod shall commence u materials for all site development,for any subcontractor licenses that are required. lre eon written approval for all phases of planting installation by the City Public Works Inspector. p per o one year from date of final acceptance of project. 4.0 Scope of Work: B. All materials and methods must conform to Federal,State,and Local Maintenance period shall be adequate to verify plant characteristics and 1 Regulations. establishment 1.0 Material and Labor Releases: Provide all material,equipment,and labor necessary to install all trees and shrubs as 8 shown on plans,as reasonably implied and as delineated in the specifications. 3.0 Submittal: A. Two inspections shall be made that affect the establishment period: The first after all plantings have been completely installed in order to approve the Upon completion of the work,the Contractor shall present to the City,signed copies of all labor and materials releases for all work performed under Site Development. 4.0 Products beginning of the establishment period,and the second at the end of the DESCRIPTION O F REVISION 2 establishment period. If plantings are not acceptable at the end of the 180 1.0 Disposal and Clean-up: A. Nomenclature -Plant names indicated on the drawings conform the"Standard Prior to the installation of any weed control materials,the Landscape Contractor shall day period,due to defective maintenance, then continue establishment until DATE APPROVED 9 Plant Names"established by the American Joint Committee on Horticulture. submit to the Landscape Architect:/City a list of the weed control materials and all work meets with the Specifications and can be approved. quantities CITY o f RANCHO CUCAMO N Remove all waste materials(including excavated material classified as unacceptable Except for names covered therein,the established custom of the nursery is q per acre intended for use in controlling the weed types prevalent and soil material),trash and debris generated or encountered during the course of followed. expected on the site,as supplied by the Pest Control Advisor. Pest Control Advisor B. At termination of establishment period all plant material shall be live, landscape construction,and legally dispose of it. During the course of the work, shall furnish the Landscape Contractor and Landscape Architect and City data to healthy,undamaged,and free of infestation. Inferior plantings shall be remove surplus materials from the site and leave premises in a neat and clean B. Condition -Plants shall be symmetrical,typical for varier and demonstrate the compatibility of the weed control materials and methods with the replaced and brought to a satisfactory condition before final acceptance of condition. Clean up and remove all remain!.ng debris and surplus materials upon Y pedes,sound, intended planting and seed varieties present. work will be made. All areas shall be neatly raked and free of weeds. healthy,vigorous,free from plant disease,insect pests, to their eggs,and shall TRACT 15 82 completion of work,leaving the premises neat and clean. The site shall be cleaned have healthy,normal root systems,well-filling their container,buy not to the upon the request of the inspector. point of being root bound. Plants shall not be pruned at anytime,and in no case shall trees be topped. DAY CREEK BLVD., WILSON AVE.,& BLACKSTONE DR. PLANTING SPECIFICATIONS APPROVED BY: DATE: /r c" CITY ENGINEER Mitts! RCE N0. 24953 DESIGN r RE ARCHITERRA DESIGN GROUP MPH LANDSCAPE ARCHITECTURE SITE PLANNING DRAWN 10221-A TRADEMARK STREET SHEET /� MPH RANCHO CUCAMONGA,CA 91730 L- 1 "1, (909)484-2800 FAX: (909)484-2802 CHECKED - -- DRAWING NO. JAF DATE 2/7/06 RLA NO. 2834 . 1988-L JOB # 0379-5 SHEET` 14 OF ELECTRICAL SPECIFICATIONS SECTION 16010--GENERAL REQUIREMENTS SECTION 16600--LIGHTING FIXTURES Part 1-GENERAL PART 3-TESTING AND ADJUS 11NG OF ELECTRICAL SYSTEM PART 1-GENERAL PART 3-EXECUTION 1.1 GENERAL REQUIREMENTS 3.1 SYSTEMS AND EQUIPMENT TESTING 2.8 PULL AND JUNCTION BOXES 1.1 EQUIPMENT 3.1 LIGHTING POLE BASES A. It is the responsibility of the contractor to obtain and thoroughly review Control systems for outdoor lighting, dimming systems for indoor lighting, A. Boxes are to be installed in all conduit runs in sufficient number to meet electrical installations water, as drains sewers construction drawings and specifications that pertain to this project where master controls for lighting systems, and emergency ( 9 etc.). This condition Lighting fixtures as indicated in the drawings shall be furnished by the A. The pole base details shown on the drawings are for use in average soil P 9 9 Ys g y power systems the requirements of codes, special requirements of utility companies, shall apply to joint trench situations and to conditions where trenches contractor, except as indicated in the "SUBSTITUTIONS" section that conditions. Concrete used in the bases shall be Portland Cement and requirements for electrical construction exist in other drawings whether integral in fixtures, b inverter batter sets, and/or P have a 9 ( 9 Y / y / generators) requirements of providers of special equipment and systems, and to allow cross. 28 da compressive follows. The contractor is responsible to coordinate with the manufacturers Y p essive strength of 3,000 PSI. Structural steel specifications the contractor shall include these in the bid. shall be thoroughly tested during installation, and these systems shall be for efficient and convenient installation of conductors. It is the 3. Each layer of backfill shall be compacted to a minimum density of P Y subsequent specified fixtures and assure that submittals for approvals and reinforcing bars shall have a minimum tensile strength of 6l KPSI.sectio The The contractor shall furnish and install all material, labor, and. equipment tested at the completion of construction in the presence of the owner, responsibility of the contractor to locate these boxes and size them 909: and tie top 6' shall be compacted to 959 maximum density. necessary for a complete and operable electrical system. architect, and engineer. according to code requirements. Boxes shown on the drawings are to be It is the responsibilityof the contractor t provide Y subsequent orders and delivery dates will not conflict with the job contractor shall review the specifications in the architectural section to C. The electrical drawings which constitute an integral part of this contract, o p ovde verification that schedule. The contractor shall apply the following procedure to the determine if there are any special requirements for finishing concrete installed as shown but do not necessarily indicated all boxes necessary this Condition is accomplished. ordering of light fixtures: bases that extend more than 6 inches above grade. In the absence of are schematic and they are intended to indicate a general layout of the 3.2 GROUND TESTING for any installation. Boxes installed in outdoor or wet locations shall be 4. Upon completion of backfill and compacting the contractor shall leave 1. If the contractor is planning to request substitution of light fixtures other specifications these bases shall be set plumb, patch any voids electrical system. The actual field conditions of construction, including the It is the responsibility of the contractor to assure. the integrity of the of the type approved for the purpose. the site in the some condition that it was at the commencementf ° he shall discuss this in detail with the engineer before the bid. that with a smooth finish, grind any projections to a smooth finish, final war o the other trades involved in the construction, will dictate the grounding system throughout the project and it is mandatory that the B. Boxes installed indoors shall be coded with gauge steel, galvanized on the work. This requirement includes replacement of an demo ed y g time the engineer will inform the contractor there are any restriction finish smooth and uniform. exact methods and materials to be used. The contractor is responsible entire system be thoroughly tested. It is also mandatory that the main all surfaces, with removable covers and secured with machine screws. landscape materials, asphalt, concrete pavements n p sad finish to substitution of particular fixtures. However, no approval of substitution B. Where Tight pole assemblies include components set perpendicular to o adequately review the plans and work of the other trades to assure electrical service ground bus be tested by a licensed electrician utilizing they shall be adequately supported by mechanical connection to the materials, fences, lawns, trees, etc. Additional) the contractor shall " Y, will be made until all conditions of the SUBSTITUTION" section that the pole, these members are to be set plumb with respect to right that he work is properly coordinated with others. methods and equipment that are acceptable by members of the trades A structure of the building. They shall be located such that they are readily be responsible for any damage to other installations such as sprinkler follows are met. angles. Light fixture roe ales shall be set within 1 de of plumb. P 9 written record of this testing shall be made by the contractor indicating accessible for maintenance purposes. All junction boxes in branch circuits lines, and the like. If the contractor feels that damage to other documentation and accurate 1.2 CODES, STANDARDS, AND PERMITS the time and date of the test, the name of the person conducting the shall be marked on the cover with the circuit identifications. is unavoidable then it is his responsibility to bring this to the 2. The contractor shall maintain cam Pteteof A. The construction of the contractor shall be in accordance with all test, the equipment and method used, and this record shall be kept by Boxes used in the utility site system, covers shall be marked Electrical, attention df the engineer prior to any specific work to allow the communications with the suppliers. 3. The contractor shall request fixture submittals for the approval of the applicable codes and standards of governing agencies. Asa minimum the contractor and made available to the engineer upon request fora Telephone, or CATV as appropriate. Concrete boxes shall be install on a engineer to designate corrective procedures. engineer within 5 da of notification of the award of contract construction shall comply with the current adopted edition of the National period of (3) years following completion of the construction. 6' crushed rock base. The contractor shall coordinate the finished 9 ( ) Ys ac and 5. Upon completion of the trenching and backfill the contractor is shall verify that the submittals have been received by the engineer, Electrical Code, State of California Title 24, State BuildingStandards, elevation with the specific conditions of the installation. In general the responsible to remove any excess dirt, rock, and other debris from and allow for (15) days review time. Occupational Safety and Health Administration (OSHA) requirements, State 3.4 VOLTAGE ADJUSTING contractor shall attempt to locate boxes such that they are as visually the job site. 4. The confirmed order for the purchase of the fixtures shall be placed for California Title 17 and to all local codes having jurisdiction. In the A. The contractor shall be responsible to coordinate testing of the main unobtrusive as possible. within an adequate time period to allow for the timely delivery of the case where codes have different level of requirements, the most stringent service utilization voltage. In the case of 120/240 volt systems the C. Boxes where exposed to weather shall be weatherproof and rain tight and SECTION 16400--SERVICE AND DISTRIBUTION EQUIPMENT fixtures. If there is to be a delay in the delivery the contractor shall regulation shall apply. voltage shall test at 117 volts +/- 3 volts on each phase to neutral. shall be fabricated of minimum 14 gauge sheet steel and hot-dip galvanized 8. The contractor shall obtain and pay for all permits and inspections that in the case of 480Y/277 volt systems the voltage shall test at 270 after fabrication. Covers are to be properly gasketed and set with PART 1- GENERAL make every reasonable attempt to inform the engineer of the delay at the soonest possible time. As a minimum, the contractor is to are required for completion of the construction. Obtain certificates of volts +/- 7 volts on each phase to neutral. This testing shall be stainless steel screws. Covers are to be stainless steel or brass. Visible 1,1 EQUIPMENT secure a confirm delivery date from the manufacturer at the time of approval as required by authorities and submit to the architect for final conducted with a main service load of 25% by turning "on" lighting and covers are to be left with a clean factory finish. A. The service and distribution e ordering and follow u on this deliver date periodically until the order acceptance of the electrical work. air conditioning equipment during the test. The actual voltages of each D. Boxes located outdoors in landscape or in traffic areas, shall be precasted c manufacturers. shown on the drawings do not 9 p y p y indicate the names of specific manufacturers. This equipment shall be is received by the contractor. C. The contractor is responsible to secure all inspections required by the phase after adjusting and as determined in (3) separate tests shall be with concrete as manufactured by Brooks or Quikset. The covers of these manufactured b recognized manufacturers and shall 5. In the event that there is to be a dela in deliver the contractor governing agency and will be held responsible for any work that is not recorded and reported to the engineer in written form. Y 9 s a comply with all y y is accepted. boxes shall be appropriate to their specific location. Boxes used in the applicable codes and standards. The contractor shall study the dimensions to make available to the engineer all of the written records pertaining P B. In the case of 120 240 volt services where the main disconnect exceeds utility site system, covers shall be marked Electric, Telephone, or CATV as of proposed manufacturers and verify that the equipment will physically to the order. 2000 amps or 480Y/277 volt services where the main disconnect exceeds appropriate. Concrete boxes shall be installed on a 6" crushed rock base. fit in the spaces intended. This is to be accomplished prior to bid of 1.3 WORKMANSHIP 1000 amps the voltage testing shall be conducted with a recording The contractor shall coordinate the finished elevation with the specific the project. If there is a problem discovered relative to the dimensions The contractor shall be responsible to use experienced personnel who are voltmeter indicating a 24 hour record of the actual voltages on all phases conditions of the installation. In general the contractor shall attempt to of proposed equipment, the contractor shall contact the 1.2 SUBSTITUTIONS e engineer and A. Request for substitution of light fixtures requires the fully competent and familiar with proper installation techniques and with during the first 24 hour period that the facility is in operation. The locate boxes such that they are as visually unobtrusive as possible. develop a solution prior to the bid. If this condition is not m q 9 q prior approval the manufacturers' recommendations relative to the products that are contractor shall coordinate the time and date of this requirement with the et for any of the engineer. The contractor shall furnish the engineer with (8) copies q E. Boxes are located in wet areas shall be installed with conduits in boxes reason then the contractor shall be responsible to work within the of the intended fixture total h used. As a minimum, a standard apply to these personnel shall be owner, architect, or engineer, and submit the results of the testing to the such that they are protected from intrusion of water. Furthermore, if se sheets and allow the engineer (15) days equivalent to that of a licensed electrician. The contractor shall be fully engineer. This testing shall verify utilization voltages as indicated in allowed limitations as indicated on the drawings si utilizing substitude review time. The engineer reserves the right to refuse the submittals. there is a possibility that water can enter buildings or equipment by equipment in order to fit with the existing dimensions. B. Fixtures submitted for substitution shall be of the same general responsible for the work methods and safety of these personnel. In the "Section A." above. entering into conduits owing to grades and elevations, the contractor acceptance or rejection of the finished installation, no allowance will be C. In the case of sub distribution transformers the contractor shall be B. In cases of remodel construction, the contractor shall make himself quality vs those specified. The engineer reserves the right to make this made for the lack of skill on behalf of 1 the personnel. responsible to assure shall make the engineer aware of this field condition prior to completion adequately aware of the existing p p proper secondary voltage with the some testing of the installation so as to allow the engineer to take appropriate q y 9 conditions on the job site relative to determination. Any special characteristics of the specified fixture shall be techniques described in Section A.' above. any retro-fit switches, circuit breakers, etc., that are required. It the included in the proposed substitution such as special lenses, reflectors, 1.4 CONSTRUCTION REVIEW actions and protective measures. responsibility of the contractor to determine what specific equipment will Pballast, etc. The engineer reserves the right to visit the job site for the purpose of 3.5 GFI AND GFCI EQUIPMENT TESTING be required for the installation and include all such equipment in the bid. C. In the case of outdoor pole mounted fixtures there may exist a determining that the work of the contractor is ineneral compliance with A. All GFI circuit breakers and GFI convenience outlets shall be thoroughly C. The contractor shall be responsible to coordinate with the electric g P g y 2.7 OUTLET BOXES requirement for submittal of site photometry which shall depict a point the intent of the construction documents. However, the engineer assumes tested during installation and at the completion of the project. utility to provide equipment that is satisfactory for their requirements, by point light level summary on centers approved by the engineer, and no responsibility or liability relative to inspections or Outlet boxes shall be installed with extensions and rings properly indication of the minimum maintained average footcandle level for the P Y Y P approvals of the B. If the main electrical service includes GFCI protection, then the contractor coordinated for the surrounding finishes. The fine) installation shell render work completed or in progress during such visits. shall test this equipment in the presence of the inspector at the all outlet boxes flush and even with the finished surface. In all cases 1.2 QUALITY ASSURANCE proposed system. This submittal shall be made concurrently with the completion of the project. It shall be the responsibility of the contractor these boxes shall have a finished appearance acceptable to the owner, All service and distribution equipment shall be o submittal of the manufacturers catalog sheets if required by the engineer, 1.5 SCHEDULE OF WORK to notify the inspector when this test will be performed and allow the pp Papproved by a testing and it is the responsibility of the 'contractor to account for this A. The contractor shall be responsible for the scheduling of his work to inspector at least 3 working days to make arrangements to be architect, and engineer. laboratory recognized by the code enforcing authority and bear the requirement relative to the timing. P 9 P ( ) 9 Y 9 present. approval label of that laboratory with a permanently mounted and engraved SECTION 16000 -- ELECTRICAL SPECIFICATIONS meet the required completion date and shall also coordinate with other placard. Additionally, all service and distribution equipment shall have contractors so that the overall project can be accomplished on schedule. 2.8 CONDUCTORS permanently placed on it a permanently engraved placard nameplate 1.3 QUALITY ASSURANCE B. When product submittals ore required as defined in subsequent sections SECTION 16100--BASIC MATERIALS AND METHODS A. The contractor shall be responsible to install all conductors used on the indicating the name of the manufacturer, the manufacturers serial number, A. Lighting fixtures shall be manufactured by a recognized manufacturer of this specification, the contractor shall allow (15) calendar days for project in compliance with Article 310 of the NEC. In the event that the voltage, phase, and ampacity of the specific equipment, and bear the approval label of a test lab recognized by the code the engineer to review the submittals of the specified products. If the PART 1-GENERAL the contractor receives approval from the inspector to utilize insulation enforcing agency. Additionally, this label shall conform to the specific contractor is seeking a substitution of any products, he shall allow on additional (15) calendar days for review time. The contractor is 1.1 QUALITY ASSURANCE types other than those shown on the drawings he shall pay particular 1.3 SUBMITTALS location of installation such vs "damp" or "wet". attention to ensure that these conductors are properly sized. The contractor shall submit (8) copies of the manufacturers shop B. Where fixtures are installed on a surface of low density materials they responsible to arrange these lead times such that they do not delay the The contractor is responsible to assure that all material and equipment B. Conductors used as service entrance conductors, to subfeed switchboards, drawings for each main electrical service, distribution board, switchboard, shall be approved for such installation or be spaced a minimum of completion of the project. delivered to the job site are new and in proper usable condition. All panels, transformers, and other equipment, where the wire sizes are #6 panel board, load center, transformer, motor control center, and any 1 inch from the surface, The contractor is responsible to field verify C. Immediately upon the award of contract the contractor shall coordinate materials and products used are to be inspected and may be rejected if and larger shall be installed with the wire size, insulation class, and other service and distribution equipment. Prior to any fabrication, this requirement. with the suppliers of intended materials and products to be used in found to be defective or flawed. It shall be the responsibility of the voltage rating indications on the insulation visible without touching the manufacturing, or ordering of equipment, the contractor shall have copies C. Where fixtures such as open strip fluorescence are installed in construction to verify that delivery of these materials and products will contractor to assure that this element of the specifications is conductors from the front of the connections. approved by the engineer in his possession. P architectural features such as coffers, valences, and the like, the satisfactorily completed. The owner, architects not impact the completion date of construction. , , and engineers reserve the C. Where conductors of multiple phases are pulled through the some contractor shall install the fixtures such that the lamps are not visible right to reject any materials or equipment that deem to be flawed or conduit to feed more than one equipment they shall be color coded. 1.4 SCHEDULE AND DELIVERY from view. If this condition cannot be met based on field conditions, 1.6 SUBSITTU110NS defective in the finished project. these colors shall be permanent and consistent for the entire run. The The contractor is responsible to obtain approvals and secure delivery the contractor shall notify the engineer allowing sufficient time for Products are specified in the drawings by manufacturer and port number shall be used in the construction unless the contractor receives prior 1.2 PRODUCT AND EQUIPMENT VERIFICATION ( choice of colors is the option of the contractor except that grounds of all contractual related works (i.e. drawings, equipment, etc...) in corrective action before the completion of the installation. shall be green and neutrals shall be white. conformance with the construction schedule. D. All fixtures shown on the drawings are to be furnished with all necessary written approval for substitution. In the event that the contractor wishes A. The contractor shall be responsible to check all products and equipment D. The contractor may gather runs of conductors based on field decisions, mounting devices and accessories. In all cases the contractor is to seek approval for substitutions he shall submit the manufacturers that is specified in the drawings when it is received at the job site to but shall comply with the applicable code requirements. PART 2-PRODUCTS responsible to install fixtures with proper and appropriate structural shop drawings or cut sheet to the engineer allowing at least (15) days assure that it is in fact compatible with the electrical plans based upon E. Conductors #12 AWG and smaller shall be solid. Conductors #8AWG and support. review time. The engineer reserves the right to approve or deny the the enclosed manufacturers' instructions including any instructions or larger shall be stranded. The minimum wire size to be used is #12 AWG. 2.1 MAIN SERVICE EQUIPMENT E. Lamps shall be provided for all fixtures. Where specific lamps are substitution request. information placed on the products and equipment. the minimum insulation rating shall be 600 volts. Unless indicated otherwise on the drawings, the main service equipment indicated in the drawings these lamps shall be provided. Where general B. In the case of service and distribution equipment the contractor shall F. In no event may aluminum conductors of #6 AWG and smaller be used. shall be a freestanding, deadfront, deadrear, sheetmetal assembly with specification of lamps are given they shall be General Electric or a 1.7 SUBMITTALS verify that the nameplates agree with the approved shop drawings relative Where the drawings indicate the use of copper conductors, then only factory applied paint finish. The contractor is responsible to verify size manufacturer approved by the engineer prior to purchase. Immediately after award of contract and before ordering any products or to voltage, phase, bus ampacity, short circuit and/or AIC rating, and copper conductors may be used. In cases where the contractor utilizes of pull section, and other utility requirements, with the serving utility F. The contractor shall exercise care when handling and installing fixtures materials, the contractor shall submit the required submittals of products enclosure type. aluminum conductors, the contractor shall be responsible to install these and provide the required equipment. The equipment will utilize fuses or to protect finishes and lenses and other visible components. The owner, for the review of the engineer as indicated in subsequent sections of this C. In the case of sub distribution transformers the contractor shall verify conductors such that he guarantees the some quality of the system as if circuit breakers as shown on the drvwin s unless the contractor obtains architect, and engineer reserve the right to reject any damaged or specification. The review by the engineer of these submittals is for that the nameplates agree with the specified voltage to voltage rating, he had installed co g pper conductors. All conductors used in fixture troughs, the written permission of the engineer to utilize alternative configurations. flawed materials and products. checking the conformance with the design concept of the project. impedance, heat rise, enclosure type, and sound rating. stems,and ballast compartments shall be insulation type THHN/THWN. If there is no short circuit rating indicated on the drawings, the 1.8 AS-BUILT DRAWINGS D. In the case of lighting fixtures, the contractor shall verify the fixture is G. Type SE, style SER cable is constructed with XHHW conductors primarily used contractor shall coordinate the required rating with the serving utility. PART 2-PRODUCTS rated for the specified lamp, the specified input voltage, the specified as panel feeder in multiple unit dwellings. SER may be used in wet locations If the utility indicates, in writing, a short circuit rating less than that During the progress of the work the contractor shall maintain on accurate mounting and/or installation application, and the specified control system. at temp. not to exceed 75•C and 90'C in dry locations. Voltage rating is 600V. shown on the drawings then the contractor may provide for the lesser 2.1 HIGH INTENSITY DISCHARGE FIXTURES record of the installation of the system on "as-built" drawings which will E. In the case of motors the contractor shall verify the proper input voltage requirement but he is responsible to submit to the engineer a co Ballast for the fixtures shall be: be submitted at the completion of the construction. All entries of these and phase, FLA, recommended fuse size, and installation application, H. NMC (Nonmetallic Sheathed Cable) is primarily used in residential wiring as 9 py of , multifamily dwelling and other the written verification provided by the utility. The main, and all subfeed Mercury Vapor -- constant wattage autotransformer (CWA) branch circuits in one and two family dwellings drawings are to be accurate and shall include all deviations from the based upon the attached nameplate. breakers and switches are to be identified with v Metal Halide -- CWA contract drawings. The final submittal shall be in reproducible format. structures, except as prohibited in NEC Section 336-4 permanently affixed PART 2-PRODUCTS engraved phenolic nameplate and all switches and breakers are to be High Pressure Sodium -- high power factor or CWA 1.9 CLEANING lockable "off". Any equipment shown outdoors shall be rated for wet Low Pressure Sodium -- high power factor All exposed parts of electrical equipment shall be completely and 2.1 CONDUIT GENERAL 2.9 CONNECTORS location. Where fuses are shown in the main service, the contractor shall For outdoor applications, the minimum starting temperature rating provide one set of spare fuses in each size to the owner at the shall be at least -20 degrees F. The ballast shall be manufactured by thoroughly cleaned and free from cement, plaster, point, etc. All A. All conductors and wiring are to be installed in conduit unless the A. Copper conductors for wire sizes #10 AWG and smaller shall be spliced a recognized pp drawings conclusion of the work. riot ed manufacturer and bear the label of an approved test lab scratches are to be refinished in an acceptable manner. gs clearly state that conduit is not required and that the use utilizing "spring-lock" connectors, in particular, "Scotchlock" by 3M or appropriate to the locution of the fixture. Ballast will be considered of an approved cable is permitted. Conduits are to be concealed in all "Wing Nuts by Ideal. The contractor is responsible to assure that all faulty if the noise emitted exceeds that of other fixtures of the some finished areas. The conduits shall be continuous terminating only in splices are completed in a secure and permanent fashion, maintaining Circuit breakers shall be molded coal, quick make, quick break, with trip 1.10 WARRANTY AND GUARANTEE junction boxes, pp y P g type installed on the job and will be replaced at the directive of the indicator, and interrupting rating shall equal the rating of the load engineer. The engineer reserves the right to reject lamps that show The contractor shall guarantee the entire electrical works are working � panels, approved wirewa s, etc. Where metallic conduits the integrity of the connection without faults or shorts. In cases where center or panel. establish grounds, they shall be installed such that continuity shall be the conductors may be affected by adverse conditions the contractor noticeable color shifts. properly without defect within one year from the dote of acceptance maintained. shall take special precaution to protect the conductors such as by of the work. Any defect related to the contractor's work during the B. Where nonmetallic conduit is used in construction, the contractor shall wrapping connectors with an appropriate tape. 2.3 OTHER EQUIPMENT 2.2 FLUORESCENT LIGHT FIXTURES warrantee period shall be of the contractor's expense. include a ground conductor in the run whether or not shown on the B. Copper conductors for wire sizes #8 AWG and larger shall be made with Other equipment which includes transformers, disconnect switches, motor Fluorescent fixtures shall contain "P" rated ballast with "A" sound drawings and the conduit shall be sized accordingly. approved split bolt connectors. These types of uninsulated connections control centers, transfer switches, inverters, generator sets, dimming rating unless specified otherwise, they shall be manufactured by a 1.11 UTILITY COMPANY SERVICES shall be thoroughly protected with applied insulation such as 3M2200 panels, custom control cabinets, and motor starters, shall bear the label # recognized manufacturer and boor the lobe) approved test lab A. As required, the contractor shall coordinate with the utility company to 2.2 RIGID NONMETALLIC CONDUIT (RNMC) or #2210 vinyl mastic insulating pads. of a recognized test lab, and have nameplates as indicated in B. above. appropriate to the location of the fixture, andd be certified by Certified install temporary power during construction. All costs associated with RNMC may only be used underground or in or below concrete slabs when C. Aluminum conductors when used shall employ as few splices as possible. Ballast Manufacturers Association (CBM). The ballast shall be considered installation of temporary power are to be included in the bid. used for conductors of 110 volts or higher. Conduit shall be polyvinyl This means that the contractor shall be responsible to show suitable PART 3-EXECUTION faulty if the sound emitted exceeds that of other fixtures of the same B. All voltage, phases, and ampacity of the electrical service shall be shown chloride schedule 40, electrical conduit, rated 90 degrees C. Only reason for any splices within a run. The location of these splices as type on the job and will be replaced at the directive of the engineer. O on the drawings. Other information indicated on drawings relative to approved electrical fittings may be used. Where run in concrete maintain installed by the contractor shall be indicated in the "as-built" drawings. 3.1 EQUIPMENT INSTALLATION CD utilitycompany requirements is y � g g unless specified otherwise the lens shall be acrylic plastic. For fixtures p y q preliminary, and is subjected to chane a minimum of 4" of cover on all sides, and convert to rigid galvanized Aluminum conductors shall be terminated or spliced with swage type In all cases the contractor shall install service and distribution equipment located in wet or damp locations the ballast shall be low temperature " � by the utility company. The contractor is fully responsible for the use of steel stubout of concrete. Any conduit and fittings installed for the use aluminum compression terminals, and shall be accomplished in strict in such a manner that the equipment is reasonably y protected from with a rating of 0 degrees For lower. Power factors shall be at least. CA� any information that is not in the form of a final construction drawing of a utility company shall meet the requirements of the utility company adherence with the instructions of the manufacturer of the material. adverse conditions and damage. Main service equipment that is shown 9 unless specified otherwise. �_ issued by the utility company for final use on the project. Prior to the for such installations except that in the case of conduit for high voltage connections shall be protected as indicated in "B" above. outdoor shall be installed on a concrete pad at least four inches thick, 01� bid of the project, the contractor shall coordinate with the utility feeders (600 volts or above) the contractor shall take special precaution D. Connections made in outdoor locations shall be insulated with 3M #2200 and at a finished elevation above the water level (which shall be at or 2.3 INCANDESCENT LIGHT FIXTURES company and determine exact materials and equipment required by the to provide safety to persons excavating around and about the installation, or #2210 vinyl mastic insulating pads to protect from moisture. above the elevation of man doors into the structure). When the main Incandescent recessed light fixtures shall be provided with internal utility company in order to complete their installation of final services. it is the responsibility of the contractor to provide for this protection but service equipment is not located on or adjacent to a structure, the thermal protection to protect from contact with insulation and from A - this cost shall be included in the bid. If this information is not available it is recommended that one or more of the following methods be utilized: finished elevation of the pad shall be field verified to be above anticipated overlamping. The contractor shall verify that the fixtures are so equipped to the contractor prior to the bid, costs con be estimated and shall be concrete encasement of at least two inches of concrete on all sides of PART 3-EXECUTION water levels and the pad shall be set four inches above the finished upon receipt and shall verify that the maximum lamp wattage as specified as "estimated" in the bid. Under no circumstances will the the conduit; concrete or concrete slurry three or more inches deep on adjacent surface. All main service equipment shall be bolted to the pad indicated within the housing agrees with the wattage indicated in the DESCRIPTION OF REVISION DATE CITY contractor be relieved from his obligation to provide for the utility top of conduit; three or more inches of sand on top of conduit and or floor on which it is located. drawings. Any deviations shall be brought to the attention of the engineer. APPROVED: company requirements whether or not they shown on the drawings. redwood planks run continuously on sand; a warning tape manufactured Furthermore, the contractor shall not be eligible for any additional for direct burial placed six inches above the conduits. 3.1 TRENCHING / EXCAVATION 2 GROUNDING charges to the owner relative to utility company requirements. Where specifications appear i 3. 2.4 LIGHT POLE ASSEMBLIES n the architectural portion of the CITY OF R CUCAMONGA 2.3 RIGID METAL CONDUIT (RMC) specifications that pertain to trenching and backfilling, the contractor is A. The main service ground bus shall be grounded in compliance with the In general, the finish on light pole assemblies shall match that of the PART 2-PRODUCTS A. Steel RMC shall be mild steel, hot dipped galvanized inside and outside, responsible to review these specifications and comply. In the absence of requirements of the code enforcing authority and by the following methods: fixture. The engineer reserves the right to reject unmatched material, 11111111111111111111111111111 and all couplings and connectors shall be tapered pipe thread. running other specifications, the contractor shall: 1. Metallic cold water pipe -- 250-81(a) Poles shall be handled carefully at the job site and any scratches shall 2.1 PRODUCT AND MATERIALS threads and split couplings are not permitted. 1. Comply with the NEC relative to the minimum depths of conduits, 2. 20 feet of #4 bare copper wire -- 250-81(c) be repaired. Any damaged poles are to be replaced if rejected. Aluminum A. All products and materials used in the and shall comply with an utility company requirements relative to 3. If metal frame building to the structural frame -- 250-81(b) base covers are to be installed on all poles such that there are no ELECTRICAL P P project shall be new and delivered B. When used underground the conduit and fittings and couplings shall be P Y Y Y P Y q 9 to the job site in the original packaging. moisture protected. "Topecoat CT" protective spiral wrap with these depths. B. The resistance measured from the main service neutral bus to the exposed anchor bolts and nuts. All poles are to have factory fabricated t B. 2. Maintain a minimum of 12 inches separation between: 0-600 volt round shall not exceed 25 ohms os measured with dry ground conditions. hand holes and contain brazed-on ground lugs. RANCHO E T I WA N DA L. All materials used and furnished for which UL Standards have been recommended primer treatment. p 9 established shall be listed and bear the label of Underwriters feeders; and over 600 volt feeders; and low voltage (telephone, alarm, M . ® • communications, CATV, other Class 2 conductors, etc.); and non C. The secondary side of transformers shall n rounded g per section 250-26. DAY CREEK BLVD . laboratories, Inc. 24 ELECTRICAL METALLIC TUBING (EMT) D. Non metallic conduits shalt contain aground conductor per 250-95. C. Prior to ordering any lighting fixtures, service and distribution equipment, EMT shall be mild steel, electrically welded and galvanized per ANSI E. Flexible metal conduits shall contain a ground conductor equal in size _ _._ __ --- rens armors, wiring devices, dimming cabinets and systems, and/or #C80.3. In damp locations fittings shall be gland compression type to the largest conductor. ,-- _,._. 7.-' .. �-r__ .__._. emergency power equipment, the contractor shall submit manufacturers' malleable iron. In dry locations fittings shall be all steel, zinc plated, TRACT � �9C7G'1 catalogs and/or shop drawings to the engineer for approval. this screw set type. requirement is required to check whether or not the contractor truly specify proper drawings, equipments, part numbers, and manufacturers, 2.5 FLEXIBLE METAL CONDUIT (FMC) APPROVED BY - . DATE: l �� etc... . Eight (8) copies are required to be submitted for review. The FMC shall be steel or aluminum with UL listing. Fittings shall be steel or QRQFESS/Q CITY ENGINEER /�((C(( CgA( 2 contractor will be notified when the review is completed and at such malleable iron threaded. ��.Q �P L S/O�� RCE NO 4953 time, the contractor may order material and products. (� J .�� DESIGN EXP. /0 -7 '_ LIGHTING DESIGNERS RECOMMENDED W 3 Zq1L,of IJ . m D.D. ELECTRICAL ENGINEERS 3051 E DINGE R AVE . �_ - 4�-W_ _ - - DRAWN [D]B TUSTIN, CA 92780-7204 SHEET '. �qT.ECTRICP~ - LD8 INC. TEL: (949) 733-8038 ES - 1 FBF CAS-�F�� CHECKED INCORPORATED FAX: (949) 733-8058 DRAWING NO. W.T. Date: 1 /31 /02 LD8 NO: 21043 1988-L . SHEET 15 OF 1 DRAWING NOTES _ �-- ' 20.2 " ..1 I- 16.50" ..� NOTE TO MAINTAIN A COMFORTABLE NATURAL FEEL FOR RESIDENTIAL ENVIRONMENT, LAMP SUPPLIER MUST PROVIDE CORRECT LAMP COLOR CAP STUB-UP SUCH THAT TEMPERATURE PER SPECIFICATIONS. NO FIELD CHANGES SHALL BE MADE WITHOUT CORRECTION(S) SUBMITTED TO AND APPROVED BY THE ALL SITE LIGHTING CONDUCTORS ARE tt8 TNNN/TI-11NN - CU UNLESS OTHERWISE NOTED. FOR SITE PLAN MINIMUM TOP OF CAP IS FLUSH MTR BUILDING OFFICIAL. ORDER LIGHTING FIXTURES 5 WEEKS N ADVANCE BEFORE INSTALLATION. LOB, INC. WILL NOT BE RESPONSIBLE AND APPROVE 1,25" PVC SCHEDULE 40 UNDERGROUND CONDUIT. INSTALL UNDERGROUND CONDUIT PER ARTICLE N.E.0 TABLE 300-5. TURF OR WITH FINISHED GRADE p FOR SUBSTITUTION OF LIGHTING FIXTURES. INSTALL (2) 1.25" C.O. STUB OUT OF CONCRETE FOUNDATION AT ELECTRICAL PANEL FOR FUTURE USE. SEE GROUND COVER j PUP "LOCATOR DETAIL.. _ _FINISHED GRADE LIGHTING FIXTURE SCHEDULE MINIMUM OF 1,25" CONDUIT FROM PANEL TO FIRST LIGHTING FIXTURE OR PULL BOX. 111 111-11— — _ — — DRIVEN 1/2' X 18" NIPPLE SYM DESCRIPTION MFG. & PART # LAMP AMPS MOUNTING 4 ALL EQUIPMENT SHALL BE MOUNTED, SUPPORTED ACCORDING TO THE OSHA REQUIREMENTS AND U.L. LISTED. RIGO GAVANIZED CONDUIT p C.E # PE PHOTOCELL ►j AO IOON. METAL HALIDE 14FT. POLE LUMEG #IOOMH-DM550-562-0TA/240- MXR 100/G 0. 55 CONCRETE °S PROVIDE ALL MATERIALS, AND LABOR, TO PERFORM ALL TASKS NECESSARY TO ACHIEVE A COMPLETE L 16HT ALUMINUM BASE COVER, H5-LD-5LPG-GIN5-1 A-AM6U-1 4-3/4X20- MED 3200 K BASE, DETA I L ELECTRICAL INSTALLATION. CAP CONDUIT 48' 24OV. 6-10 1/2-DEG-RD6TX-JE5, 5ET 240 VOLT BELON 6 COMPLETION OF JOB SHALL BE GUARANTEED FOR A PE12100 OF ONE YEAR AFTER THE DATE OF ACCEPTANCE FINISH SELECT BY GI TY. BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURNG THAT PERIOD SHALL BE- CORRECTED E 1 UNDERGROUND STUBS INT CORRECTED AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. C c n NTS �7 PROVIDE THE OWNER WITH ONE (D SET OF COMPLETE ELECTRICAL "AS BUILT" AT THE COMPLETION OF THE JOB. ESe2 LOCATOR DETAIL ALL ELECTRICAL EQUIPMENT, BREAKERS, AND TIME SWITCHES DIRECTORY SHALL BE PROPERLY LABELED. 9 ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC. EXACT ROUTING OF WIRING, OUTLETS, CONCRETE SLAB AND EQUIPMENT TO BE GOVERNED BY STRUCTURAL CONDITIONS AND OBSTRUCTION. _ 8" f 3" LOAD LINE 2% SLOPE TO DRAIN THE WORK COVERED ON THESE DRAWINGS SHALL INCLUDE THE FURNISHNG OF ALL LABOR, MATERIALS, MIN TRANSPORTATION, TOOLS, FEES, AND PERMITS REQUIRED FOR INSTALLATION OF A COMPLETE AND ELECTRICAL SERVICE PEDESTAL ° ° 6" ° OPERATING ELECTRICAL SYSTEM. DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW 20.25" W. X 16 1/2' D. X 48" H. EVERY DETAIL. TEL t (714) 666-0227 -ELECTRICAL PUP tt USPIF-F)00-112-CTB-STAINLESS STEEL CONDUIT CIRCUIT SCHEDULE THIS PROJECT COMPLYS WITH THE APPLICABLE RULES OF THE 1996 NATIONAL ELECTRICAL CODE, NATIONAL PHOTOCELL, 6 POLES RELAY-20 AMPS FIRE CODES, TITLE 24 AND LOCAL ELECTRICAL CODES AS ADOPTED BY THE GOVERNING MUNICIPALITY. TIME SWITCH INTERMATIC, TOGGLE SWITCH, 120/24OV. IPH.,3W. - 100 AMPS. FUSE SWITCH (2) 1,25* C.O. (SPARE)MUST PROVIDE STUB-OUT CONDUCTORS SHALL BE INSTALLED IN CODE APPROVED RACEWAYS. IMC AND RMC MAY BE USED INDOORS 42,000 A.I.0 PANEL PP VOLTAGE: 1 20/24OV. AND OUTDOORS. EMT MAY BE USED IN INDOOR DRY LOCATIONS. TAPE WRAPPED IMC OR SCHEDULE 40 FOR FUTURE. PVC WITH CODE SIZED GROUND WIRE SHALL BE USED BELOW GRADE OR LANDING LUGS IN CONCRETE SLAB. TRANSITION IOOA-2P PPI-aOTOCELL TYPE 5ERVIGE PEDESTAL PHASE: 1PH. , 3N. BU55IN6: 125A. FROM BELOW GRADE PVC SHALL BE TAPE WRAPPED IMG OR RMC. S.C.E. � E L E C. SERVICE PEDESTAL MOUNT I N6 : FREE 5TAND I N6 NEMA-3R MAIN: 1 OOA-2P A. I .G 10 KA I G.W THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH N.E.C. ARTICLE 250. u -TO LIGHT NTS BUSSMANN ELEVATION GKT. AMPS / LINE AMPS / LINE GKT. GROUND PATH THROUGHOUT RACEWAY SYSTEM SHALL BE CONTINUOUS. JJN IOOAF, PI OR P2 No. EQUIPMENT QTY. BRKR BRKR EQUIPMENT QTY. No. 3 n2 THHN/THWN-CU-3" _� (2) I" C.O AMPS L 1 L2 L 1 L2 AMPS l4 ALL SWITCHES SHALL BE RATED FOR 120V.-277V. AND RECEPTACLES SHALL BE NEMA 5-15R UNLESS OTHERWISE NOTED, SPECIAL RECEPTACLES SHALL MATCH WITH EQUIPMENT AS SPECIFIED. PROVIDE 3' CLEARANCE IN FRONT E REAR OF ELECTRICAL 1 I OUTDOOR L I GHT I N6 " 12 120 7 1 15 CONTROL A I R I N6 " 2 NOTE: SERVICE AS REQUIRED BY UTILITY CO. 3 24OV• 20 7 0 4 O ALL OPE12ATNG MANUAL, BROCHURES, CATALOGS, ETC... SHALL BE TURNED OVER TO THE OWNER AT JOB5 OUTDOOR L I GHT I N6 12* 6 (tt 8 CU-3/4' TO DRIVEN GROUND POO 7 I 240V. ( 20 7 0 20 7 0 8 COMPLETION. 5/8' DIA.X 12FT. � CONNECT ALL LIGHTING FIXTURES SHALL BE NEW AND INSTALLED WITH THE NECESSARY FITTING AND MOUTING TO RE-BAR q O O 10 1 ATTACHMENTS FOR COMPLETE INSTALLATION. NOTE, I. SERIES CONNECTED RATING OF BREAKERS MAY BE USED. 120 VAC N O O 12 ALL OF BREAKERS MUST BE SAME MANUFACTURER AND SUBTOTAL 13 13 I 0 OALL EXPOSED PARTS OF ELECTRICAL EQUIPMENT SHALL BE COMPLETELY, THOROUGHLY CLEANED AND FREE U.L LISTED. SERIES CONNECTED SHORT CIRCUIT CURRENT TOTAL 14 13 3. 3 KVA +25 3 KV ( L.G.L ) FROM CEMENT, PLASTER, PAINT, ETC... ALL SCRATCHES ARE TO BE REFINISHED N AN ACCEPTABLE MANNER. RATING FOR THAT VOLTAGE. 2. FIELD MARKED ON ALL EQUIPMENT. SHALL READ MIN, FEEDER 11 AMPS 4 KVA. TOATAL FEEDER 5 I ZE SETGPM - 12AM 18 POLE LIGHTS AND POLE BASE COVERS SHALL BE PRIME PAINT WITH ONE COAT OF IRON OXIDE RUST-INHIBITIVE "CAUTION SERIES RATED SYSTEM 42.000A AVAILABLE P2 PI PRIME. BASE COVERS WILL BE TWO PIECE HYDRO FORMED ALUMINUM. BAKED POWDER URETHANE FINISHED IDENTIFIED REPLACEMENT COMPONENT REQUIRED. " O O A174 3 " REFER TO "CONTROL N I R I N6 SCHEMAT 16 - OUTDOOR L I 6HT I N6" SEE TH 15 SHEET COAT SELECT BY OWNER AND PAINT BY MANUFACTURE. O O DIMENSIONS INSTALL LE LIGHTING AND DETAILS. SINGLE REFER TO STRUCTURAL CALCULATIONS FOR CONCRETE BASE POLE SINGLE LINE DIAGRAM 2 2 r NTS j j CIRCUIT SCHEDULE 20 THE CONTRACTOR SUBMITS TO THE CITY ENGINEER "AS BUILT" PRINTS BOUTDOOR EFORE ACCEPTING THE LIGHTING NSTALLATION. PRINTS SHALL INDICATE, IN RED, ALL DEVIATIONS FROM THE CONTRACT PLANS, SUCH AS I I O I I PANEL PVOLTAGE: 120/240V. LOCATION OF POLES, PULL BOXES AND RUNS, DEPTH OF CONDUITS, NUMBER OF CONDUCTORS, AND OTHER APPURTENANT WORK. I I 3 3 TYPE SERVICE PEDESTAL PHASE: 1PH. , 3W. BU55IN6: 125A.ELECTRICAL CONTRACTORMOUNTING FREE 5TANDIN6 NEMA-3R MAIN: IOOA-2P A. I .G 10 KAIG.SHALL INSTALL ALL POWER, CONTROL WIRES, CONDUITS, AND OUTLETS FOR . . " IRRIGATION EQUIPMENT. REFER TO IRRIGATION DRAWINGS FOR CONTROL. SCHEMATICS. 5 5 GKT AMPS LINE AMPS LINE KT7 7 No. EQUIPMENT QTY BRKR BRKR EQUIPMENT QTY OO ( I AMPS L1 L2 L1 L2 AMPS SIDEWALK 1 ( OUTDOOR L I 6HT I N6 * Gi 120 5 1 15 CONTROL N I R I N6 2 II 3 240V. 20 5 0 4 5 OUTDOOR LI6HTIN6 * 8 20 4 O 6 24' — L A 7 I 240V. 20 4 0 8 POLE BASE q 0 0 10 11 O O 12 O PHOTO CELL 120V. INTERMATIC #K4321 IN SERVICE PEDESTAL. SUBTOTAL q q 1 O O TOGGLE SWITCH SPST i20V. 15AMPS IN SERVICE PEDESTAL. TOTAL 10 q 2.4 KVA +25 2 KV ( L. G. L ) POLE O LIGHTING CONTACTORS 20AMPS, RATED N.O. 12OVAC, COIL MIN. FEEDER 12 AMPS 3 KVA. TOATAL FEEDER 5I ZE (4) ANCHOR BOLTS ALUM. BASE COVER SQUARE-D #8903-I.G60 IN SERVICE PEDESTAL. " REFER TO "CONTROL WIRING 56HEMATIG - OUTDOOR LI6HTIN6" SEE THI5 SHEET (3)t23 TIES FOR TOP ® TIME SWITCH 120VAC, MOTOR DPST NTE12MATIC 1:ET104C 6" 5" OF POST BASE IN SERVICE PEDESTAL. FINISHED GRA • . FINISHED GRADE hili i ' jII11111HiulillUlNll GROUND CONTROL WIRING SCHEMATIC WIRING 24" MN. SIDEWALK OUTDOOR LIGHTING IRC BRKIRCL. COPPER CONDUIT AS AMPS WIRE # REQUIRED I - =3 TIES X❑ 0 12' O.0 * REFER TO STRUCTURA 3'CLEAR 15 14 O O CALCULATIONS •o-;--4 115 VERTICALS N I EACH CORNER 20 12 CIA LEGEND 30 10 � I I STUBS - OUT ® CONTACTOR 40 !O 14, 60 10 DESCRIPTION OF REVISION CITY TRANSFORMER ® ELEc. SERVICE PEDESTAL DATE APPROVED: ELEC. PONT OF 100 8 OWATTHOUR UTILITY METER CONNECTION 2 POLE .BASE FIXTURE A 200 6 ES-2 NTS OI EQUIPMENT ID IRRIGCONTTION ROLLER 400 2 * STRUCTURAL CALCULATIONS PREPARED BY LANGSTONPi I — UFER GROUND SERVICE PEDESTAL ID "PI" AND ASSOCIATES.QN FILE AT THE CITY., 600 CIRCUIT BREAKER USE WHERE NO UNDERGROUND UTILITIES INTERFER _ - -- - - UNDERGROUND VVQNG 800 O PH CIRCUIT IDENTIFICATION FUSE 1000Oo I (PANEL PI, CIRCUIT I _. o UNDERGROUND PULL BOX TRACT 15982-1 3 ttl0 THIN-CU-3/4' WIRE E CONDUIT SEE DRAWNG NOTE =8 (3 CONDUCTORS COPPER RIO-AWG,THW RECEPTACLE APPROVED B Y - DATE: NSUS/LLATION � 3/4' CONDUIT FES sl NO. — 5,7 � SINGLE POLE SWITCH QPM L sl CITY ENGINEERA_),JJ-0wvt ��( .� RCE No 24953 I IOOW. METAL HALIDE 14FT. C.O. CONDUIT ONLY /v �'\N011453c��2 D ES I G N . POLE LIGHT, 240V. c,) EXP. 12 31/0 Z LIGHTING DESIGNERS RECOMMEN ED P.O.C. PONT OF CONNECTION w 3 rel Z m D.D. ELECTRICAL ENGINEERS EXISTING STREET LIGHTING GND GROUND I DRAWN [DIB 3051ECA 92780 AVE . SHEET PEDESTRIAN WALKWAY LIGHT O DESIGNED BY OTHER � — SCALE 1/2T F�ECTRICP��� LDB INC. TE L: (949) 733-8038 ES - 2 " = ��•�" qTFF0� INCORPORATED FAX: (949) 733-8058 OF. caL� CHECKED DRAWING NO. W.T. Dote: 1/31/02 LDB NO: 21043 1988-L SHEET 16 OF 17 98 97 82 81 J, 00 o Q C W w U) W 1 Lu LTJ 57 58 U) if- W--- 59 6000 61 62 63 Lu a0, 11 P2-1,3,5,7 ® . ' z 4 t:88 TNWV/TMNN-CU-1.25" D A i�/ CREEK BLVD. + lu8 GND. w gonna o O Q 0 V ' (/J Lu 5 7 1,3 ,......� �..� 1l.J Lu .'r �."'� Es- 3 Emma 1.25" C.O. naj 701- J 5 P2-1,3,5,7 4 tt8 TW-"TNWN-CU-2" Ittg (1) 2" SPARE O IN 6" SLE�* O R i N DESCRIPTION . OF REVISION DATE CITY APPROVED: V ! FESS/ A.� L O/. 11453 V �F. E XP.01213 /05law � C� 3 � Z UA It 1 � sq�F EC T M C OF CA��F TRACT 15982-1 APPROVED BY DATE: CITY ENGINEER z RCE NO 24953 DESIGN RECOMMENDED LIGHTING DESIGNERS x D.D. ELECTRICAL ENGINEERS THESE PLANS ARE FOR THE POWER DESIGN ONLY. NOT FOR THE LIGHTING SYSTEM DESIGN. DRAWN L�B 3051 E D I N G E R AVE . LDB, INC. SHALL BEAR NO LIABILITY FOR ANY PERSONAL INJURY AND/OR PROPERTY TUSTIN, CA 92780-7204 SHECT DAMAGE OF ANY KIND TWAT ARISES FROM THE LIGHTING DESIGN OF OTHERS. LDB INC. TE L: (949) 733-8038 ES — 3 INCORPORATED FAX: (949) 733-8058 SCALE. 1 1 - 301 - 0 CHECKED DRAWING NO. W.T. Date: 1/31 /02 LDB NO: 21043 1988-L SHEET 17 OF 17