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HomeMy WebLinkAbout1333-L a DEVELOPER/OWNER R, C I IRAL PLANS AF JIM IM, AM LMN_ DSCA_PE CHITE T %W19F AMMW IFN Immm H A N rim a U U)""'k M N IR AM Y 0 ka r+ MEN& mMM NIEMEN BMSELUNE FROAD"' M ME AM ME B In 1411814%, 10% Minimum emmmmmm& M AW E I Dtsux tju7 IN 1111% ff U hm\N Ensom,I lmvFfUm%0LimffMm%Tti %mPTMt:E:T Pill ■ LN I MT AT �MmImLLImKAwEim'm' AVENkmm momm"MKANUIU UULAMUNLiA, UALIFU" OKE'N'I A to) 173 0 Now= M[�ZDIAN Al MILLIK�EN AV�EmNkmmumE FuuK I n TO 0 ,& STE �; ' ' U 'L M, % I F% I I"A ffl% "' E M A I DIN'T E'1kN' A 61\12 E v " I " T Oh' I T LAINUtiUAH U ■ VICINITY GENERAL SHEETINDEX SHEET - IMPROVEMENTSTITLE SHEET t 4 °loss* TO STA. + 49.85 C-2 MEDIAN IMPROVEMENTS 4TH ST 8 se o •:i...McN�. o . t= ' r 1. An Encroachment Permit shall be obtained from the City Engineer prior to commencing C-3 MEDIANIMPROVEMENTS STA. 19+53.76 TO 6TH ST. AND 5TH ST. INTERSECTION any work. 9TH ST b t t ° .. sr. e . ' 3 ° .. 1 t ° s the s MEDIANIMPROVEMENTSSIG ISTRIPING t t o 2. All work shall be performed according to current City E _< t Rt Specifications for Public Works Construction. L-1 DEMOLITION - MILLIKEN _ 15 3. At the conclusion of rough grading, an agronomic soils report shall furnished to _ - MILLIKEN AVENUE ENTRY t t the City ins or" -all such recommendations from such a report shall supersede 7TM w ST i t soils amendment recommendations ndations shown on the plans. - IELECTRICAL I IF '• � i I t MILLIKEN AVENUE MEDIAN� t ,, SEE SHEETS 4. Upon completion of installation, a maintenance period of sixty (60} _ 4 CONSTRUCTION ELEVATIONS AND DETAILS ° TH " .010® _ LST_ < L-7, L-8, L-11, L-12 days is required prior to final acceptance of the work by the City. Maintenance shall 5 CONSTRUCTION DETAILS _ -21 C•3 C- include mowing, weeding, irrigation, Pranin9,+_ raising tree root balls which settle + below grade, fertilizing, and applying such sprays as are necessary for proper care L-6 IRRIGATION and upkeep. Maintenance also includes all repairs, replacement, cleaning, and adjusting necessary to keep the irrigation. system in g working order with proper _ - I IAN ,� a n®0° r ° - 4TH ST tr coverage. Commencement._nc nt. date for the maintenance period shall be approved in writim 1fi* MILLIKEN AVENUE ENTRY Y the_. City inspector. - IRRIGATION - IMEDIAN _ ........._... .: w . t SEE.SHEETS �_ __ .._i_.�__. _ _ L- L-6, 5. one controller chart shall be provided for each controller. Controller ch shall be - IRRIGATION I I LLKEN AVENUE MEDIAN/ENTRY 1 ° L 1, L 2, 3, the maximum size the controller door will allow and shall show the area covered by the _ ENTRY ; j ;.,......., L-"10 automatic controller. The chart is to be a reduced drawing of the actual as-built _ t s stem However, in the event the controller sequence is not legible when the drawing tiIi MAR PASS s S fT • fT 1 6 S Y ® / u J ng L-1 1 PLANTING PLAN ' - MILLIKEN MEDIAN is reduced, it shall be enlarged to a size that will be readable when reduced. The 1 I ° chart shall be a black!fine print and a different color shall be used to show the area SAN IRFRMARnIN FR _ I IMEDIAN0 4 Y of coverage of each station. When completed and approved by the 1 is Works Ins or, the chart shall be hermetically sealed between two pieces of plastic,, each - • m ° < Gt asti ° ° piece being a minimum of 20 mils: thick. The chart shall be mounted usingVelcro or • I TKE IN �*Co t approved peal t of to These charts must be CO leted and in place prior to RO GIA '� P.O. ° u700 W I1i00 app equ " mp p p Ile final acceptance of work by the City. 6. 81' wide x h" deep concrete mowstrips shall be provided between all shrub/ground cover ...)NTS areas and turf areas. Mowstrips shall also be provided beneath metal fencing and where City maintained areas are adjacent to privately maintained areas. CONSULTANT ► 7. Sidewalk la out is conceptual onl Approval of the final sidewalk layout shall C U L T ISI T Y p Y made in the field and adjusted as necessary to meet field conditions as approved by the Public Works Inspector and Project Planner prior to final construction. 8. Application of any chemicals shall be by State licensed personnel. 9. Any trees within five (5) feet of walls, walks, curbs, or other potentially root- damaged hardscape- shall be installed with rootcoritrol barriers. Prior to backfilling DESIGN GROUP, INC. tree(s) planting, contractor shall have the City inspect root barrier installation. PLANNING AND LANDSCAPE C TECT 27285 LAS RAMBLAS,SUITE 250,MISSION VIEJO.CA.9201(714)582-7516 10. No trees shall be planted within three (3) feet of curbs. 1 1. All trees are to be located: ten feet from any street light, power pole, or °� A. reinforced concrete box, five feet from any drive approach, fire hydrant, underground structure (e.g. and sewer lateral or clean-out, three feet NO.14 60 'catch h c basins vaulter) from any water meter or sewer line. 12. Refer to specifications for additional material descriptions and construction requirements. 014 UL L, CALIFORNIA ® , L. .t 12A .(213I 4;7- 1 .t �� _ ®_ I f 002 LANDSCAPE QUANTITI 0- MILLIKEN AVENUE • a� tFy 1 cnt �► 1rIt'V! a T /MI LL.I 146 S.F. - ,oI3 a Srupo 1\IE� _ TU A = PC p 16282 2 DESCRIPTION OF REVISION , DATE CITY APPROVED. GROUNDCOVER AREA 49539 S.F. ff T VF KANL;MU (;UtoAMVNUAA ENTRY MONUMENTATION Eno MILLIKEN. AVENUE AT FOURTH STREET P290-20-4 FOURTHPENN MILLIKEN MEDIAN BETWEEN AND SIXTHSTREETS --1 - MILLIKEN AVENUE MEDIAN APPROVED BY DTE GROUNDCOVER AREA = 15,313 CITY ENGINEER RCE NO. DESIGN kf�' 'MMEti::E IV L VI = 1 , J DESIGN GROUP9 INC@' C...l /JL PLANNING AND LANDSCAPE AR DRAWN VM w■AMNAL sacs M.UMMM VMXX CA. 11+1• -»w . NEE T171 K -1 n� 1 NECKED ')kAWING N14CE NOGG ( . ATE W'ke `,LE N SHEET 1 OF 1 GENERAL NOTES CONSTRUCTION NOTES AND QUANTITIES BENCH MARK: 54N 0.RNA/4ZD/NO GO. /VO. O/09/ 1. All work shall be done in accordance with these plans, the City of 19. The final or surface layer of asphaltic concrete roadway DESCRIPTION UNIT TOTAL /"/POU/Y/7 H6;40 001 r//yG0/ki. Rancho Cucamonga Standards and the Standard Specifications for Public pavement shall not be placed until all uti li tes and utility M,<V, No 42/09/Ar N. e. NCC Works Construction - current edition. Contractor shall be familiar laterals within the roadway have been installed, all on-site / GONt!;r S"A.G. /vA!/EMEN7^ OV�� (o"'�f�+45E �. � 29��080 /N7eKVC`GT"/O/Y 0/9` 47-H S7; 421 with and shall be responsible for adherance to these Standards and improvements including all grading have been completed, and 2p/ySr �O" PG.G GU�P4 O/1/GY Plci'Z SrO. NO. '30/ L . 230 Off` G►417iN /a43/N Specifications. all unacceptable parkway and roadway improvements are re- „ moved and replaced to the satisfaction of the City Engineer. 5Aw-CU7- � A',EMOVe OX1677 A.G. /vAVEM�!7Nr -5 210, 392 �L�E✓. 9/7 2. All pipelines or substructures of any kind, telephone or power poles, ICX45777 /`7,5 6 CUR,B ONLY L water meters, valves, fire hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas where C2/V577 47 "//Y. A, 0. OI/EF�LAT improvement work is to be done shall be removed, relocated or protected (/ &Z3447r. 1 i2AFiC/C /SGAN/O A�rZA/?E /1 /T 57-0. ND. 0/4 E.4 . 4 in place as required at no cost to the City of Rancho Cucamonga. 7 647L.47 /1PLANE EX/57'. A. G. 1wAVAZME`1V7- /9!7/P /7E7-41LA ' S 3450 3. Any contractor performing work on this project shall familiarize him- self with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his opera- tions, whether or not such facilities are shown on these plans. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within City of Rancho Cucamonga easement or right-of-way. 5. All grade stakes shall be set by the Contractor or Engineer. Paving stakes shall be set at all hinge points, edge of pavement points Q Q �� within 0.01 foot of sub-grade elevation and at not more than 50 foot AeCow intervals. Additional paving stakes may be required by City Engineer as needed at warped or vertical curve areas. A.r 0F,9. 6. All sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving. Sr 7. Compaction tests of embankment construction, trench backfill, com W pacting original ground and all sub-grades . shall be performed at no 21 cost to the City of Rancho Cucamonga. A written report with these compaction tests shall be submitted p t d to the City g PP Engineer for approval Q prior to the placement of base materials and/or surfacing. 41?d I Sr 8. At the completion of paving, a materials report shall be submitted to 41CAr&cT-� LocArioN the City Engineer. Lising all tests or determinations completed to M/LL/KEN Af/L, VICINITY MAP verify stability oil content and Gradation of asphalt Paving Z Q 0 O D 47 47 9. Prior to installaticn of any having . a materials report shall be � A.C. � h 6-e submitted to the City Engineer. Listing all tests or determinations0completed to verify: + sieve analysis and sand equivalent ofaggregate base. 9X4977 A.6. 10. Paving shall be performed in accordance with R-Value and Pavement tests taken to determine structural sections (prior to final plan approval) 60L,0 FLAME EXlVr A.G. � Fore O,/O' M/N. O✓ERLAY OO 4 2 11. When improvements are to be placed on native soil which consists of a rocky material, the sub-grade shall be prepared by removing all rocks which protrude above the sub=grade and all voids or depressions shall be filled with a fine grade material of a quality better than the nativ^ DETAIL AL G rH. material. �� i �� 9977 L ! 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant JTA. lo AP,04 7V 0,,& 0,9!b5 01 registered by the E.P.A. for use. under A.C. and P.C.C. shall be uniformly O �( applied at the manufacturers recommended rate PP ' t for the full pavement LEGEND width prior to paving. Q ZZ YRR(E5 VAR/E5 � 13. Estimate of quantities is provided by the Engineer only for the con- venience of the developer, the contractor shall make his own deter- Q urination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed REMOVE EJC/577' A.C. 1wAV-`A,,Iff5A17- '� �- - 71 5 � k 57 1" in the estimate of quantities shall be considered as included in the _ (r other items of work. 37. X07 /C�/V rOPO� CURB eL�VA7-10N I� 177 4 jl 4 577 177 / 7 0e5/6N 1 '1-67 iL//VE O� F/N/5N V&e7-AG;E ELEV. I I 4 45 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 / 7 J W Z N pS shall be constructed at each intersection. (3G•25� EX/Sr �LC<(/<1r'/O/Y ✓rA. 3tp9.85 M 7 -4'1. 85 h Q v 15. City approval of plans does not relieve the developer from responsibility N.- for the correction of error and omission discovered during construction. YgRlE1 NqR/�3 Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. I 2 4 M. 5T.• 16. Work site and exterior streets shall be in a neat, clean, hazard free, �WK orderly state, throughout construction. Site shall be cleaned uponrequest of the inspector. - _ ! -TAI 17. Native soil to be scarified or ripped between median curbs prior to fill placement. SrA. /,79953, 76, rO C/t9J. 70 INDEX MAP_ 18. Contact all Utility Companies as required, 48 hours prior to 4' 7' N.T, 6. excavation. Provided for your convenience are the following: A. San Gabriel Valley Municipal Water District M/LL/I'cEN AVE. Mr. Bob Stallings (213) 969-2718 for Base Line Road construction , 2 - r B. General Telephone (800) 422-4132 4 7 3 it for underground service C. Southern California Gas Company (714) 529-2889 4' 2191 E. Birch Street (714) 529-7070 I<� ! II II U Brea, CA 92621 LJ D. Cucamonga County Water District (714) 987-2591 r'UrURe 8"/''G.G. 3 0-1 Z 5 �Kf'U7U 8"�"G� 57A. ZO.,/0.7/i ro Z5 *6,Z. 70 9641 San Bernardino Road crrR�¢ �'�rre� • _�� TYPICAL SECTION Rancho Cucamonga, CA 91730 ___--- _ _ - - E. Metropolitan Water District (714) 593-7474 MILLIKEN AVE,� I� � � , P.O. Box 54153 \\ Los Angeles, CA 90054 7 r�� i I DESCRIPTI ON of REVISION F. Pacific Telephone Company (714) 999-5639 I I LJ PATEL PP ROVE L J en/9r Pc.c. Ex/sr Pct ��`J GUR/3¢ l�iJ7TER C1��� � GUrrER . a2' .� �ouRr�y s>- NOTICE TYPICAL SECTION CITY of RANCHO CUCAMONGA CONTRACTOR SHALL VERIFY ALL FUTURE MILLIKEN AVE. 48 ' MILLIKEN AVENUE CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DIS- M E DI A N IMPROVEMENTS CREPANCIES TO THE ENGINEER PRIOR TO THE- COMMENCEMENT EX/377 A.C. 995. OF WORK. -= TITLE SH��T PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR �� � FilruREA.c. I APPROVED BY ATE g-i7-a9 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 1200 f 24-AYrrC�C ��� �1 PAVEMENT CITY ENGINE ER k 0aaM a"-- RCE.No vsv? STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- AVAILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE, THERE ARE JECT , INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- I I oQROfESSlp"4e DESIGN MADOLEAND ASSOCIATES, INC. RECOMMENDED NO EXISTING UTILITIE LExT /�C.c. Q� ��tTok e, S EXCEPT THOSE SHOWN ON THIS PLAN. THE ME NT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 4, 5 \y OF SAN BERNARDINO COUNTY cv� � L;urrE� � �, qo a, _G.� J 1..� CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HOURS ; AND THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD THE r CONSULTING CML ENGINEERING PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL TYPICAL SECTION ''Exp �;No. 14 )�3 r( DRAWN AND LAND PLANNING SH-EE T x 54BN.Mountain Ave.,Suite 105 NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED , IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS � � ., /-. f: UPLAND CALIFORN1A21�Td6� �- � OFA OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . PROJECT , EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE ON 14 9 �+ PH ?' R ) FUTURE FOURTH ST. s CrvIy ►SECKED RCE. 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P 5 ap 5 N --- Pia— + 10317. 7 v 0P 30 ' CATCH BASIN 10 :g1 to s �E 0 3 103 8 5036 • 22 ' CATCH BASIN 03b /G „ 10#3 . CP ro 9 F� 0. g .bs a1 ;; . 9 6 toss 'a 4v DI EUCAL TREES 1 • o 00 3 1 S EP 0 10 W - P N Q 36 ,6 ST SIGN 1 z vi 039 6 LL cc 1 111 03 3 •Z 9 38 b • Z 6 P Q) Q 10 1 10 p *�P - . 16/'__ 6K 0 D36 �—� 36 'P g0 • to3, .�� z 6 ,22 GN S0 E 31 'Z R s se Tic W 103 5 b 10 �� Y 4 5 036 ,b 36 ,5 - • — 3 2 S • � J 10 � J b5 ._----- 1037 /G - / 1 TEL . BOX 6 y 8 ❑ J°�S D4 036 ' A ��' •�/ `/ 3 1 1 So -q o 9 ' s9 �0 G. A . ,� ri to ❑ 0 I. C. V. s ..� �. .... TREET SIG d °mss APPROX. LOC. OF AERIAL ELEC WIRES 103af -�_-_ t l0 3 0 6 oluF 5b f�A FL 55 F�9 �� • 96 �c 103 5 .31 �/G .�1G ,� G 036 63• 633A •32 1035a . 35A .91 103 35 .92 5 �3 g •gb F� to 3 10 so3 S03 to g .$ Q . 3 103 5 .28 103 to 3 So3 2 1 c~rl Lu m � N V Q7 WEST CORNER IMPROVEMENTS N.I.C. CONSTRUCTION INFORMATION PROVIDED AS REFERENCE FOR EAST CORNER WORK ONLY. 4 FOURTH STREET DEMOLITION NOTES DEMOLITION LEGEND 1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING BID. 6. ALL DEMOLITION ITEMS (DEBRIS, TRASH, VEGETATION, DELETERIOUS MATERIALS, ETC. ) NOT REQUIRED FOR FILL SHALL BE REMOVED FROM 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITY THE PROJECT SITE AND BE DISPOSED OF ACCORDING TO LOCALCODES 1 EXISTING CURB TO REMAIN LINES, PIPES, VAULTS, OR BOXES PRIOR TO ANY EXCAVATION. ANY AND REGULATIONS. NO RUBBISH OR DEBRIS SHALL BE BURNED ON DESCRIPTION OF REVISION DATE PPR VE DAMAGE INCURRED TO ANY EXISTING UTILITY ELEMENTS SHALL BE SITE. 2 EXISTING SIDEWALK TO REMAIN REPAIRED PROPERLY AND IMMEDIATELY AT NO ADDITIONAL COST TO THE OWNER. 7. THE IRRIGATION SYSTEM TO BE REMOVED SHALL BE DONE UP TO THE 3 EXISTING EUCALYPTUS TREES TO BE REMOVED (TYPICAL) CITY OF RANCHO CUCAMONGA POINT OF CONNECTION. CONTRACTOR SHALL INSTALL A LINE SIZE 3. LOCATIONS OF CONSTRUCTION ELEMENTS: LIGHTS, SIGNS, VENTS, GATE VALVE IN A VALVE BOX FOR FUTURE IRRIGATION 4 EXISTING COMMERCIAL SIGN TO BE REMOVED ENTRY MONUMENTATION HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. CONTRACTOR CONNECTION. SHALL NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY 5 EXISTING HEADER TO BE REMOVED MILLIKEN AVENUE AT FOURTH STREET SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER 8. CONTRACTOR SHALL INSTALL ALL NECESSARY LINES TO TIE IN THE EXECUTION OF HIS WORK. TWO SIDES OF THE EXISTING IRRIGATION SYSTEM TO KEEP THEM 6 REMOVE ALL EXISTING IRRIGATION HEADS AND VALVES AND TURN OVER INTACT. TO CITY REPRESENTATIVE, RECONNECT ENDS OF ANY MAIN OR LATERAL 4. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER IF FIELD LINES AND WIRING , RE-ROUTE BEHIND THE PROJECT BOUNDARY TO CONDITIONS VARY FROM THOSE SHOWN ON THE PLANS. 9. ALL PLANT MATERIAL IN AREAS AFFECTED BY DEMOLITION AND/OR MAINTAIN INTEGRITY OF EXISTING SYSTEM. REMOVE EXISTING IRRIGATION DEMOLITIONPLAN LAN NEW CONSTRUCTION SHALL BE WATERED MANUALLY UNTIL THE SYSTEM WITH-IN THE LIMITS OF GRADING . AT COMPLETION OF GRADING, o REPAIR — EXISTING IRRIGATION SYSTEM T PROVIDE .. 5. ANY DAMAGE DONE BY THE CONTRACTOR S S O OV DE 100/o COVERAGE F TO EXISTING G O DATE STING PLANT MATERIAL IRRIGATION SYSTEM IS REPAIRED. RE-GRADED AREA BEYOND THE ENTRY MONUMENT. (SEE GRADING PLAN APPROVED BY OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL �j OR HARDSCAPE ELEMENTS THAT ARE TO REMAIN SHALL BE REPAIRED SHEET L-2) ITY ENGINEER "' G� Q.C.E. NO.—` IONAL COST TO THE 10. ALL GROUND SURFACES WHERE GROUNDCOVER HAS BEEN REMOVED SHALL i OWNER. E GRUBBED DESIGN _ - F�iECOMMENDE U B D AND BROUGHT TO A CONSISTENT GRADE HAVING M No RJ 7. REMOVE EXISTING i - S NGS C.M.P. AND DROP BACKFILL AND COMPACT A�L� DESIGN GROUP, INC. L J b IRREGULARITIES TO THE SATISFACTION OF THE CITY INSPECTOR. PER SPECIFICATIONS SEE GRADING DETAIL SHEET L-4 n.A INM Alva t.%NMCAnt ANCRrr6C M 8• SEAL 12" C.M.P. CONNECTION AT CATCH BASIN DRAWN SHEEI H� JOB NO. 290-20-4 L-1 OF 18 NOTE: ORIGINAL SURVEY DATED MARCH 10, 1988 PROVIDED BY CITY OF RANCHO CUCAMONGA CHECKED _1g" DRAWING NO. -am2 le DAT SHEET 6 OF 18 o LIMIT SOF GRADING M� -J cn -� .3 p39 ' 103 J03 6 � + 1038 . 8 / ` P � V Io3a.2a F5 �_37n5. 0r54 i 37.54�5, 0MATCH GRADE AT WALK E �, Y � , o - Io38.Gb M.W_ �� ,y�p3 1037. G f ****was -� t03 I ` E� L :;. vEN ,rI 5 Oa W. l0 50 -�-- 1043.5b 05 A� f Iro, i" 10,259.0 F6, • 14i� • 104-0t.Ob .043.b(o 1.W. 1038.9 F6. IOS01(o F5. REMOVE,-C.M.P. AND BAC FILL PER 1043.4'S 1043.1(0 Com. SPECIFICATIONS. RE GRAIDE FROM I t MILLIKEN AVENUE Ip4.5.7-5 FG. �` EXISTING CATCH BASIN TO DGE OF •.• \ �'fD MONUMENT TO PROVID P SITIVE (STREET WIDTH NOT TO SCALE) ti I •••.• SURFACE DRAINAGE TOAST ET. • 103 96 G t 103770 FG. SEE GRADING DETAIL SHffE L-4 - • • I 1043.3(0 FG, •• 1037:1-0 INV. �-� C". � � ' 103�t3{oINV. � l 04Z. W. r _ _ t. A v_ % 104 103&04 mw. `� / R • 10+3.25 F G. • 1037.7b B.W. ••. I I. a -� 12o M A S PE AN L OC') • •' J • SEAL 12"Z.KP. I I 1044.001"W. :' �•'. 3. 6 T.W. \ 1055.0 P .�•!• 1038.04 P5 0 CONWEnON" AT � � � _ 103�78 � �� � " '�,_�� _ ,�°� -Io3 >� • • _ •• 10-375+ �5. CPA" 1 �4SIN •�• - •� +4- ''' ••.• Ip43.1��G. ��, 1038.22 M. >j 1037, _5. - •; *t" 038 Ii5 10".00 T, �' 1037.79 FCS �•' •• ' • �• •• _ •.'� 1037.52 F 1043.86 T.W. / I 1043.3(a rG,; 1037.Z0 I N 1037,29 G - '� ; �= •" MATCH INVERT AT .P. 1037.03 � ' •• '•: 036.18 I Nv. ;, I 103fc.53 INV. I / .• 103(o.7r'1 INV. • • ••: x t G ` ��' •.X. 3� 104-3.2 ' 6. ' 1037. F5. 1043.5>3 / 1037. 29 FG. 1 r K- ,� _ __ t 1043.3(0 +: ID 7. • FG. 1043.45 �• �l • • 103(0 00 INV. "' % v t, : , y: 3 F yP Ir �6 _ �. i FG. : 104 2. _ _ ;. _ L�� �; 1041.78 T. - ., A 38 T W-4. 1038.0 13W �. 3 1" �� r - - - _, � . 1 � •�� I I 1037,910 EG. �� S T S GN l 0 g 103770 & W V/ 1 t 037. 10 iNv. 1038. F5, ` � ` � �_ N , I �- IN 1037.54 F5. 1 / 1037.54 FS. �i � � �: 'a � F5. � -- -- -------- 1038. 1037.29 .G. �` ' �; .� > � •'� �� 5. 1035,9 INII, 1031.0 F'6. / - 10340.50 INV. v ,''S' „ 03 ' ' �--�i fo3(�.2 INV y 4 �5.s'o6 011 -177 _.-FUTURE WALK EDGE LE I FUTURE CURB / )' 'til '• v i. `, . - •. r V ." V ' MATCH GRAD IT WALK 1 - .9,. 4 . GRADING LEGEND B.W; BOTTOM OF WALL REPAIR AND REINSTALL B/W BACK OF WALK EXISTING IRRIGATION SYSTEMFOURTH STREET DESCRIPTION F REVISION ATE PPR WEST CORNER IMPROVEMENTS N.I.C. E/P EDGE OF PAVEMENT LIMIT OF GRADING CITY OF RANCHO CUCAMONGA CONSTRUCTION " INFORMATION PROVIDED AS FL • FLOW LINE REFERENCE FOR EAST CORNER WORK ONLY. F.G. FINISH GRADE ENTRY MONUMENTATION `MILLIKEN AVENUE AT FOURTH STREET F.S. FINISH SURFACE H.P. HIGH POINT. INV. INVERT ELEVATION GRADING PLAN T/C TOP OF CURB APPROVED BY DATE g 189 T.W. TOP OF WALL ITYENGINEER �'� �`il.C.E. NO. z 1817 ESIGNM RECOMMENDED -� FLOWLINE OF SWALE (GRADE TO DRAIN, 2% MINIMUM) A.E.J. DESIGN GROUP,INC. I,, paw�..o we uNSOCAM was 4" PERFORATED PIPE WITH FILTER FABRIC. (1% MINIMUM SLOPE, CONNECT DRA:,NN " " ""'"' HEET TO 4" DRAINLINE) 6" ATRIUM DRAIN GRATE. .# NDS 90 K.D.E. JOB NO. 290-20-4 L-2 ,OFA.` _- (NDS"SPEE D BASIN) .NECKED DRAWING NO. now 411 DRAINLINE (196 MINIMUM SLOPE; G.G. S- !333 SCALE: 1/8" = V-0" 5 ATE SHEET 7 OF 18 WEST CORNER IMPROVEMENTS N.I.C. CONSTRUCTION INFORMATION PROVIDED AS REFERENCE FOR EAST CORNER WORK ONLY. NOTE: TYPICAL CONSTRUCTION CALL-OUTS THE , 1 ct} 'F A .�U3 NOTE: TYPICAL CONSTRUCTION LAYOUT THE SAME FOR NORTHEAST CORNER I ` , / �``° SAME FOR NORTHWEST CORNER i� 1 OUTSIDE EDGE OF 'MOWSTRIP TO ALIGN WITH CITY EASEMENT. APPROXIMATE IRRIGATION TR -LER L ION , ALL OF THE FOLLOWING ELECTRICAL G ON EAST SIDE ONLY W VERIFY LOCATION OF -EASEMENT WITH CITY. .APs iscH�G Mrnas INFORMATION AND EQUIPMENT TO BE METER PEDESTAL MP - qsT sly TM IjM= INSTALLED IN SAME RELATIVE - AST s!e rwy � � � ��� A>z � S� �" � °F3"CO POC SCEGI-�iN ACTUAL NSION PER IT ADOP�M EDITICK OF � UKIPCM BtJnmc oom ACID ALL G7ilm 2" SCH. 40 CO FOR FUTURE MONUME T -� SURVEY FOR EASEMENT APPtaa+BiE IUC�1L AM STATE 000Fs, GIGDIIAtit�S, AND > ►TlctNs. LOCATION ON EAST M � � r 2. SEE WEST CORNER, THIS SHEET FOR TYPICAL LAND= W SCAPE LIGHTING FIXTURE LOCATIONS' MONUMENT ONLY. 1/2"C-2 12 ;. �, + 1 12 GND 1/2"C-2 #�10 + 10 GND _ — — — — �'�' — — ——— ——— — —— — �-- — �' aE LAl1oBCAPL� LiCifl'S Plot —+--- -~-- `r �9 tMP 1-1) TYPICAL THIS UN) 1-5) F„ ♦I S ''+ P r .r i 4. IDC�iTIGtiS OF L�ilD6QhPE LICFII'I PDl'IRM AS IIDIGTID Qi 1 t � c.! 1. 1 $ r APPRMDRTE WM LO=CK T O BE VERIFIID BY LANDSC,PE +�( ' VE f�i r► uT�zT ar srtE. Fnas' ' 5. oxmnvTE ALL mcm, y stamm, AND BAM l �) PULI�c Wrlx URTC TION, E m�axY, AND pLArrrIM 6. ALL 7 REE tPLIG FITING SfPSL IN! nsratt� ApM PLAWrING tis 4 �. GMM FAUElr Mj7aWM� AS 1= 00 � 6 ' •Q ° jl. PER IOC.�L o ' 10 -.- 1 " S I C°aN: NTs T � io�-o■ GI:' F4►TER. 1/2"C-2. 12 '�4 ' cat, oaICR sfP,tz AiovmE Au Ir PilIRS Q 1 1 i 1412 GND T { A GANFR PRCKMALMSIGI2 TO PRMUCT � Q ffi, EIC. 70 Z MILLIKEN AVENUE ( (PIAL THIS RUN f 3 O (STREET WIDTH NOT TO SCALE) J �C LLJ i ... Li.1 � T V E N } � ° WJ = gU EP o s i �' i i - A� P . '' 2 ' . M P PRO '3I E` AND 'LOC. ) UJ �,. - tJ orb ' -,► rr- �I ;_. _ . - '- + 038 0 h + 1038 7 �::. �0� �Q� _ _�-_ , W _ 2? CA TCx BA SIN , W A 0 AL 10 10 4 ----�--- ro ST SIC � ~r 8 !% 103 �� g4 ., uj 1� �, t0 . -•-z q0 �a�i9H 6TgEFT r °mss s �� X03 4•dl ,ro. � 10 - ,o3 6 o-3, ti� ��� z _ 03� � — 1038 J0 , - - TEL . Box 1 0 L_. j '�i`�"' C7 . I� F �'/ ` a. 110, G6 t tLJ V. T.REET SIG 1p - y �Q�, - _ Ip _ SI Gi r - _ _ w ?� A s owl FOURTH STREET a .� - �� CONSTRUCTION LEGEND - FOURTH STREET + y E 1 EXISTING STREET CURB _ , .• ;, 3 1 . ;} t�� A b ip3 �0 �4 2 FUTURE STREET CURB rNoTv6EL L---"^-- ► MOUNTING �4TA- - PANEL Mf'L MAIN 5DA/ZT P CvGRIFY LOG^Tto�) ' 3 EXISTING SIDEWALK an n VOLTS_ i P"ASE 3 WIRE ID,000AIc- WS 50A G WATTAGE L R M 8 C C 8 M R L WATTAGE M 4 FUTURE SIDEWALK LOCATION T E I K I I K I E T LOCATION G *Also act R c c R c C G •A so so^ 5 FUTURE HANDICAP RAMP DESCRIPTION F REVISION ATE LPPROV 0 IRP-IG coN� zoo 2 t 2 — SPf+cc 1 l , z P - •S3 f4 ♦F �Ut_54 t41 0 CITY OF RANCHO CUCAMONGA p SIv+Q LT5 20o S 3 4 I t3"Wp IB' 0j._54 rltbl1 TREE LTi 1'zoo S 6 6 - 3i(G 6 8" X 6" CONCRETE NOW STRIP T 8 g t ItoV24V t �-512� OF caalc. 5�I►6 SEE DETAIL , SHEET L•5 „ -rKtc,� ENTRY MONUMENTATION t=llllsl�do (� I w/s *f_6l5 ,Rs Ar ll_ ate. TVP. 7 V-0" BATTERED ROCK WALL MILLIKEN AVENUE AT FOURTH STREET 1 F.7 ^�j SEE DETAIL _D SHEET L-5 1 i GIeADG 3,, 3, 17- 18 8 6" X 18" CONCRETE :CURB. t 22-- CONSTRUCTION/ELECTRICAL SEE SECTION DETAIL � , SHEET L-5 CONSTRUCTION/ELECTRICAL PLAN 4 9 LIGHT FIXTURE (5 TOTAL) 28 , KIM #4300-SIGN LIGHT WITH 40 WATT FLUOR. LAMP AND ,AINCTION'�M KIM'#J-2. L -C To s�G•o. OR EQUAL) MOUNT AT,18" O.C. APPROVED BY DATE Po C jg 4. RESAP-5 CONTACT TLC 714/784-6380 t _ TYPICAL. ITV EN (NEER A.C.E. NO. s SEE SECTION DETAIL G , SHEET L-5 DESIGN M kE MM N -E DESIGN GROUP,INC. LJ $ e S/4"�- 140 GU TO 10 41-0" GRANITE SIGN WALL RA104M AM wpays ANCEMMM 4 APPROY>rO 5Y5T1rM SEE DETAIL C & E , SHEET L-5 DRAWN HEET t 4 JOB NO. 290-20-4 L-3 18 WATTS` °A= ►400 B= 'Lsg > METER AND MAIN PEDESTAL MP 1 11 UPLIGHT (TYPICAL Tt�b , EACH TREE) (8'TOTAL) TOTAL WATTS= 1(o8o AMPS= 11.7 + LCL= 14-,(. AMPS KV-#4010N TREE LIGHT WI1'H 150 WATT PAR-88. INLAND SPOT AND .)UNCTION BOX NECKED f�,6� DRAWING NO. O- PROVIDE LOCK-ON DEVICE 20/240 1(� 3W 10,000 AIC NEMA 3R KIM # JB1/DB-E DARK BRONZE FINISH: CONTACT TLC 714/784-6380 SCALE: 1/8" = 1'-0" DATE 3 3 3 pHaTocEu c NT12oL (MouwT ow P DerrAL-) DPsT 120/240 ve�T SHEET 8 OF 18 4'- 6" WALL SECTION p BATTERED COBBLESTONE WALL SECTION NOTES. GRANITE INLAY AREA AS L 5 L,5 (SEE NOTE) GRANITE TILE INSET WITH 8" HIGH BRASS LETTERS REO.D FOR LETTERS vp GRANITE INLAY AREA AS CAST IN PLACE CONCRETE CAP ENTRY SIGN "RANCHO CUCAMONGA" LETTERS TO (SEE NOTE) FINISH GRADE BEHIND RETAINING LL REQ.D FOR LETTERS BE 12" HIGH POLISHED BRASS , TIMES ROMAN PRISMATIC •c - - 5 COPY. LOGO TO BE 12" HIGH BRASS p MILLIKEN AVENUE FOURTH STREET N 0 � fqCHOq o STREET NAME LETTERS ON GRANITE INLAY TO BE - � I CCM01� t ' + FINISH GRAD BOTTOM OF WALL 8" BRASS POLISHED BRA TIMES ROMAN PRISMATIC COPY . . OT TOM OF WALL PER GRADIN LAN) _ LAN) - kPM : LE7M IN5TALl-AT10 . P AuW03 Fi9fz- 211 m 4 2o1�FL&co LF-.rTW5 SHOP DRAWINGS AND SAMPLES FOR LETTERING or 0ifr iffhC115. AND LOGO INCLUDING COLOR , STYLE, AND FINISH AND SPACING SHALL BE SUBMITTED TO CITY OF MILLIKEN ENTRY FRONT ELEVATION A-A_ SCALE: 1/4" — V - ON RANCHO CUCAMONGA FOR APPROVAL. COBBLE WALL TO MATCH EXISTING ROCK WALL GRANITE TILE INSET WITH 8" HIGH BRASS LETTERS AT 4TH ST. & ARCHIBALD MONUMENT IN ALL E 4'- 6" WALL SECTION BATTERED COBBLESTONE WALL SECTION�N� ASPECTS. (SEE NOTE) CAST IN PLACE CONCRETE CAP L � low (SEE NOTE) FINISH GRADE BEHIND RETAINING WALL � KW.J? f,Le11-K5. CAST IN PLACE CONC. CAP TO MATCH EXISTING ' T D IN COLOR AND _:. - ,- - - - - - - CAP AT 4TH ST. ARCHIB AL _ _ 0 IRT $TFEET N o APPEARANCE . - Sri1 N (FINISH GRADE AT BOTTOM OF WALL FINISH GRADE .AT BOTTOM OF WALL PER GRADING PLAN) - - - -- -- - - - - -- - PER GRADING PLAN) MILLIKEN ENTRY - SIDE ELEVATION B-B SCALE: 1/4" = 1' - 0" abcdefgh "Umnop grstuvwYyzxoeo Times Roman A BCDEFGHIJKLMNOPQRSTU VWXYZ,/ECEO 123456759013§%£&$c�-�(;/�*»«»?!) TI t TI t Ta 96pt.2 sheets 96pt.2 sheets 72pt.2 sheets 72pt.2 sheets 60pt. 60pt. 48pt. 48pt. 36pt. 0 M4996C M4996L M4972C M4972L M4960C M4960L M4948C M4948L M4936CL o' lot w y" SAMPLE LETTERING STYLE l` \ to � O y AI.A to 2 ' 3 (v Ir 1 V 2 -' S + 2030.8 + s037.3 + 2037.5 c o M fn � o b w + REMOVE. EXISTING 12" CMP AND DRAIN I T. I D H BACKFILL AND COMPACT TRENCHES AS PE L� 1 I + `Z c � � ;oma "� ° e IONS. Qft c YEW 1. ,g ti + to £ a ope tf► SEAL CONNECTIOf 's'3 �" " t" DESCRIPTION OF REVISION DATE PPR VE AT CATCH BA$Id °_ "fHT E GR DI LAN, SHEE L-2 ayt } fl P t2*r.>. Sr E LOC-) CITY OF RANCHO CUCAMONGA }N +°3 '57 f` + + 1036.6/f� /1`y + / E. /fes /yt "fD ]+ + 1037.3 6 1°5 222'_CATCH BASIN F GTHIO-ARE ` + �'° '°3 5 `� ENTRY MONUMENTATION W ,°g9• OGE OF GRASS +° �C 1� .. s ,° � - Dr EUCAL s 2 - ---- a°3a MILLIKEN AVENUE AT FOURTH STREET jjie .1 -- g 2 "P ° " + "p s "P J 36.2° _STI SSU AU DRAINAOt n�� 4 °g8. _-- TO STREET a +, °36 f a a +°3 fl" CONSTRUCTION ELEVATIONS AND DETAILS ° 65 6 yb —"!03 el" a ,s +° 9, A."TREE GRASS LAWN 0 +o3 :.. (/ l" ,03' APPROVED BY DATE 8'17-x9 ,030' ' ; 9M'' 91 C.v. ,036' p1* CONC S WALK 3' DIA. TREES ITY ENGINEER dt� R.C.E. NO. 2l IS 17 t 3b I X09`' s +off 6 a — !037 r.C,V. _ ,93� DESIGN RJMHE COMME NDE D +°3,. f - v.v. oe7s6E APPROX.LOC.OF AERIAL ELEC WIRES r1r V DESIGN GROUPS INC. LJ V RNMfMG AM LOMWAR AACIQTtcTu" 36'° + t/ � r 17G P.C.C.CURB W/ GUTTER 11� t1c DRAWN 1 �W�(�'�r''���r.rw!c�.valsc.w�.m.rw. SHEET +O°35'3 36 92 15 ks °35. 36'°A5 �� ,°365286 GL 653,1 fj7r�f 2.70-2o J L I ,1°3 . 103 . +103 URTH STREET ,0°35 j03 1°3 fVVV L-4 OF 1 s o NECKEDNO SCALE �� RAWING NO. brb 1_ 1333 CITY LOGO DETAIL N.T.S GRADING DETAIL DATE SHEET 9 OF 18 CTBT IN COW,. C^r 1-0 MAr( M LOU i. KMN STRUCTURAL ENGINEERING Sue cl' '��_-tu--T n>����ur►•�-r-rtnt) I -----» KMN STRUCTURAL ENGINMING 9ue►Ecr �A1"t'E�C-fl CO's �E 02 _____ r -'Ie --� f�T�pE'C�IL -� 1�• F.>j. . 4," ��rW4 To.m a Cwntry�' L Cl1 , vG Enq►r,..r `� I TC,N &WIT 6mae_. - - - -2- SOP,jI YENLL>�, �T H L.I k /t- I�sC `� u raes4�►a c«,M►r raoae RE'rAiu��1 a�@ En�+nrMr , .I �ISII�H�� dIM, " I R I VE I� iA1oRN L Omroge,c�nWnfa 92868 m4)no-mm Omnfla,Calftomla 92888 m4)550.OSM _ - --- ---�k- /l (I �A l I r� ` 'I,_.C�� •- .T.•*. . I ION�v,� T GU� NON -Gr7�i�P51 t/L. Tl E� �. R• r R.E - I2 �,�Q, , �tqI I v VtNL.t-► P31 , I , N i/►�v�� EY. 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I zl.n'' �oXxl� ..�iL _ - Tole i�I P�E1� { I _ S. -TYr. D CONT.I� �►�-1� �°� 11•�(o �'� O-k-. � � K ALL � �.,,O n T. LONG. FOOT1 N� ��Ti0N :-t *-5 vim: �' �G TAIL - >�E — G GRANITE VENNER JOINT DE 2"= 1 ' 0" � 6'-0" BATTERED COBBLE RETAINING WALL 1 /211 = 1'-0" y� 12 �OLCTr-flli ��li, ►RLL, 1�.1=�rZ �-� I � � -tk t Fri -- r1 G'0� bo� -` ?� q'-n 7r' 12 7• r--- POURED PL�AU r,, IbN 1 II 3TR � LGA. 5'1�EL ►'1 w c-1, isax G�� �jc I•o s ��5 QaoFESS104. Ul4- 5 TO fDK 10 1.211 ,47 L?ULt, �<ca OR M. NITEE12- -- - - --- ------ 1 •+b "�00 i '!� �nD y tiy�`�yz 1'7b x- ,� 5 _ �•�•✓c �.0� �D�?; ('��y r�C�. �'7'IL =V-3 '� ►I, - Vf NEM, `70,� '�Q• 17� X I' I J = J� �. SE �Z1� /lf' i IK 1r�7 J- I� I -d- �Q) l '1211 �K� �{�I�il� (/rY,NI I1� I�I��f`� r n. 1 It`1) �- #-bKi� f'- l�f�ILLI�F U2 �- I1-7 't •101 = I 1 b X 2 3 - 33� 505z�nd6 1:11 _ �111T 40NTS - •# tGKIeir- `,mu of tslr = �� I�� MAKf)-f OF CA0i I gj4D _� o =N REbI �Y �� TE�,I-iNIGS �� L y I�) f��� - a64g• 0 I ,� ►2 65� -ate. N I I o b �4 x i 73 �• I� - �5 � g'�' 1• i I � I to� v� 21 SCEP IN` s G nvttL � Sibyl Fi�p _ ----- -- - - ' _ 1)n� I i o X •�-t x I•�� : �� �i.'�5 �� �'x I'h x 5'12 Y X 55 I,Ef T�1X To $� l 'D m M Ill .°• � - doe , n•�I �� - ___- -+- _ _ _ __ — 5 @ I b"O.O. EA�C�H WAY „w IUNT i''�15TU P RI tI� BALL 15b .0 i�d u I�tl .X i I o,►IIll le- '� *5 TOP✓� WJT'f_OM d �uf�F�i C�CPl�S� L �r z o ��GTION A RETAINING WALL W/ GRANITE VENEER 6'-0" BATTERED COBBLE RETAINING WALL 4'-0" WALL W/ GRANITE VENEER 1 /2 = 1 '-0" MONOLITHIC CONIC. BATTERED WALL 1 /2 " = 1'-0" -5 L-5 L5' L5 +I U F-- SIGN a MIN. 1 1L5 "r" P� 6IY o 4 2 •IDED iV R� AU.- GROUNDCOVER N o :_ t _ _ � �.�..._- f . • ��11''If.->'` U ►--- r W �•�il ��•`'1 • •• . . \ I `, _ •15" I` . -•' �yI ��y � �y� 6" CONCRETE CURB od°.� ° , ~` �•�.�; , , , ^� 1 1 V ^� 1 IIiV• ANNUAL COLOR "T" LIGHT FIXTURE ► I ` ' • 8" X 6" CONCRETE : .s :►{� ;> , ;; i3 — — - • — CoryJM�TER •�• I i��• '• EiLIMETER � `_ MOW STRIP ` 5 3 G GeraG2Efc t F.G. MILLIKEN /�_ r# 1' ; TURF A 1,7 .,; i + 8 Ili E :: i AYERSON STEEL EDGING 1-/8" X 4" DEEP NTACT ALL PER MANUF. RECOMMENDATIONS 1-#4 REBAR CENTERED JOSEPH T. RYERSON & SON ZINC. P.O. BOX 3817 LOS ANGELES CA. 90051 •(213) 268-71.00 -2- '�'f ?aP��a'm''� 3"�. 3 , DRAINAGE COURSE TYP. +cvl� 4" DIA. PERFORATED DRAIN'LINE PIPE MEANDERING 6 FT. - 8 F . VA TABLE WIDTH WITH 1 CU. FT. PER LINIAL FT. GRAVEL SUMP COBBLE INLAY LOCATION VARIES WITHIN THE MEDIA G ENTRY MONUMENTATION/LIGHT SECTION TYP. MEANDERING COBBLESTONE STREAMBED WITH DRAIN GRATE AND .SUMP = TYPICAL BOULDER PLACEMENT L-5 5 1 /211 = 1.1-011 RIVE 2 R.0 N 1OOaNC. am PER CIVIL ENGINEERS' PLANS +I � m 9'-0' 9'-0' to c[ NOTES: " BDX U I 12 DIA. DRAIN O OONC�27:'T'E, U. , SEI' THROUGH CONC. SUBBASE. CHRISTY #V-1 p LMe•w a Rl�e.rt RuN gEppi..l[� TO PF.IZV,O,.l3 GeNLQETE o _ /� a 13 y0 HAND PLACE IN cow. SE'T'TING BID WITH WITH #71C213 GRATE. n. �- FL•ATTER SIDES UP TO FORM A UNIFORM p : \ COBBLESTONE SIZES SCHEDULE SURFACE WITHIN THE DRAINAGE CDUR$E. .3 12" DIA. X 10 FT. DEEP A[aGIItFN DRAINAGE DESCRIPTION OF REVISION DATE PPR VE O •}k SIZE PERCENTAGE PROVIDE LESS AS STYE SVMP• LOCATION PER PLANTING PIAN, sHT- L-„ L-12 CITY OF RANCHO C U C A M O N G A BACKFILL WITH COARSE SAND. 0 _ �� _ GRADUATES IN SIZE AND PLACII�IIIVT m i • . F _ „ s >)•�- �,I• I — 7" - 12" DIA. 20$ AWAY FROM DRAINAGE COURSE. ® _- y _ ENTRY MO NUME N TAT ION GRADUATED SIZES OF IML, 1 ' 2" DIA. 10$ e DEPTH OF STONE NMEDME�PN T TO BE NO LESS RUN GRANITE STONES,- INSTALLED IN _• •_ :,► • ;, '` �'� 2' 3' DIA. 10$ MILLIKEN AVENUE AT FOURTH STREET PCR I,Vi ET6T2, THAN' TWId-THIRDS THE DIAMETER OF THE THE FOLIiOWING TWO ,STEF PROCESS: R I E 1 ' ,� PERnnptErZ m IMED f}N STONE FOR SIZES 4" - 12", NO GREATER , m is �� rG GentcRG7G 7 THAN ONE-THIRD THE DIAMETER FOR SIZES a. 3 FT. WIDE DRAINAGE OOiJR.SE , LARGER THAN 12" DIAMETER. Te- - To BE SET IN 3 " MIN. THICKNESS, CONSTRUCTION DETAILS PE2v&oµ3 came-em-r¢ CYe,c sEc. rv.�z rrfcrecs� B. A. B. ° aJMPACT SUBGRADE TO A HARD, FIRM, >r 4" � 6" DIA. STONES 3 FT. DRAINAGE UNYIELDING SURFACE, SMOOTH AND TRUE I � COURSE (TYP.) / Q�/� DATE S- 17-89 TO LINE AND GRADE; TEST FOR REQUIRED b• D@ MORD AREAS CE BE SET IN CLASS ♦J ` �j COMPACTION PRIOR TO PLACING ROQCWORK. 'D' MORTAR,1 PART CEMENT TO 21 PARTS MEANDERING 6FT. - BFT. VARIABLE WIDTH APPROVED BY TTY ENGINEER R.C.E. NO. 7- 1 � 17 SAND, 2000 PSI PORTLAND CONCRETE ` COBBLE INLAY LOCATION VARIES WITHIN THE MEDIAN DESIGN D iM RELUMME NDEU ° CON'TRAC'TOR IS TO PROVIDES A SAMPLE CST, �• USE 7" TO 12" DIA. STONES A.J', DESIGN GROUP, INC. L J E5 ROCK AREA SET UP PRIOR TO CONSTRUCTION C O 1" CX1r7PACTED SAND SUBBASE. DRAWN M��u�� � SHE E T OF COBBLES"IONE INLAY. CITY INSPECTOR HAS ���������+.ri^µsq» FINAL APPROVAL OF ROCKWORK. © BOULDER PLACEMENT PER DETAIL I/ SHT• L-s• 6+6 290-08 an 290-20 L-5 3F 18 o ,QST PLANTER AREA GRADES TD FLOW @ 2% FINAL LOCATIONS TO BE DETERMINED IN THE � TYPICAL MEANDERING COBBLESTONE"STREAM BED 1 /2 = 1 '-0" I DRAINAGE SE TYPICAL FIELD BY LANDSCAPE ARCHITECT ( SIZE V TO 3' DIA.) L- NECKED (4, DRAWING NO.MIN MUM INTO GE CDUR ( ). IZ I V E-F, R-U► N DAT E SHEET 10 OF 18 A UTOMA TIC CONTROLLER 24 STATIONS 115VNOCY02 AMP ELECTFUC CUWW T WEST, U"�00K"'4' NER- 1MPR0VEMtwm=**NTS N.IsCs BE PROVIDED BY KWL0PE1t p g... ... 03 1) . EXACT LOCATION T [ t L . CONSTRUCTION - INFORMATION PROVIDED AS CLOstsy meafev.FOR CONTINUATION ELECT. 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T T I ld Ckl`Y SYSTEM LOCATION PRESSURE U Lt OUTSIDECONTRACTORTO SEE THEY ARE DEFINED PRIORTO INISTALLATIM EQUIPMENT INSIDE PLANTING AREAS WHER VER POSSIBLE. (ITEMS SHOWN U DRAWINGS7. AS-BUILT MAINTAINED 07 SYSTEMi i .. Z ALL IP T T TDRAWINGS GRADIENTHYDRAULIC D) HPE CONSTRUCTION E . VI TCONDUCTED PRESSURET T FROM cu O ..COUNTY TER RECEIVINGAREAS IRRIGATION T SHALL E DISTRICT JOHN KN . YDESIGNATION, L H IFI INSTALLING T ACCURACY OF SIZE F T •DISCREPANCIES A ON 3f2 U t I4 � ER I V ®V PROVEt T t COVERAGE,THIS L BE BROUGHT BE JUT I A T ® CONTRACTORIS T I IS INFORMATION BEFORE INSTALLATION t T 1 ' A INSTALLATION. Atlt JT ALL SYSTEMS T AVOID SPO O DGS, A ROAD- E CT E RESPONSIBLE Y ADJUST- APPROVED BY TE7.1 T VARIES F R INFORMATION. VI tE IRE .OWN�R FOR INSTRUCTIONS. FAILURE L t WAYS INDIVIDUALLY ADJUSTING ,L dP COWRAC RJM T, t RESPONSIBLE F T t .I. .� J e SCALE: 118 A.I.C. DESIGN GROM INC. ' LJE5 CKED WNN / AWN AH!2 290-08-4 ASSOCIATED IRRIGATION CONSULTANT91 UIT ° RE I I N. 1 70 . 0 llLY L L ALIF 1 f3 DA+ t 33 SHEET •` � .. 11 OF 118 � . I I­�11 I � . � I I I . � I . I . I I I � I I ­_,_ . � I I - � � 11 1> . I . I � I AUTOMATIC CONTROLLER Iry B —glop .�_ � I � , . . I I Emon do% IddolvAb� ommiak , I 1 24 STATIONS � I I I . I I I INDEPENDENT 115V/60CY02 AMP ELECTRIC CIRCUIT TO . KfMUUC C=ULATION MEM NO I ,, WIZZ1115 U'UKNErhm% 1Mwvm1qktriN0VEM'ENTS1 . N.1.C. I 11 I I 13E PROVIDED By D�EVELOPER - I HYDRAULIC GRADIENT (ELEV.)IQO!� MIN_MAx "I ' � 11 , . 1�� . _. CITY WATER Mill q1 MAX � ' 'I . L j_ I . I I I I "I I I I I EXACT LOCA71ON TO BE DETERMINED IN THE FIELD. I CONSTRUCTION INFORMATION PROVIDEDAS � I . I I I I I'll I I 'I'll I'll, I I LI URE— 11�r _r I I I . 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"- � _ ...', ��­, �­�­111 . 1.,' 11� , — � '', _ I �� , _, . _1 , . � , '. � .,. " � ., ­ � . , . � .- I .. .. . , , , , ,,.,. "; 1, I.� ,-w � I -,� ,�, ,� �_� _-, �- i,��. ,- I. .. "I - , - , ,_,� ,�, .., IF, , At � � , ...� �.. A �.. ....� .1 .1 �� - , ,A\— � ,�_ ,11 �I . I ____- - - ___- ___-- -____ ___ -__ -____ ____- . I I I . 11 I Am "" � I I Ar I . I I � . I I — � I I V) I I FOURTH STREET I I . Z5 & !S-Tp�T WID666?C-E PM) - I __ a 1� - - 064-013 4 0 9-J2 os-- f z9--- . , . I � I I I L . � "I I DESCRIPTION OF REVISION I DATE PPROVE '5 U I "EIER 'a L N10%I-,r E0 S 6. AREAS THAT NEED TO BE DEFINED INOADERTODETE'RMINE EMU � z"j"'YSTE M U"v&EN"k I'Oft N (;`Rook ITE hr%1A � I � ii�:!:��l;ilili:i�iiiiii;ii�i: IL m --m 0%OL M'01IF& . LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING I �iii�!:Iill!!i�ilillill: = K k;a %j k;Uk;AM%jNU 1. INSTALL ALL PRESSURE AND NON-PRESSUR LINESANDANY 11[1111i, � %ouNTY %0%IN= 'All 4 Oft HE 0% Aw&m 0'aft 'm a m A EQUIPMENT INSIDE PLANTING AREAS WHER VER POSSIBLE. (ITEMS CONTRACTORTO SEE THEYARE DEFINED PRIORTO INSTALLATION. Soong, . 107 45 p. I � SHOWN OUTSIDE SUCH AREAS FOR PURPOS SOFCLARiTY ONLY.) "A. * SYSTEM DESIGN IS BASED ON I _1P.S.I.USING M. I . 1 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SIT1EAT . ENTRY MONUMENTATION : I . HYDRAULIC GRADIENT i2854-REGUI-ATED) 2. ALL EQUIPMENT SHALL BE SELECTED AND IN 3TALLED IN ACCORDANCE ALLTIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. .1&I e PRESSURE DATAWAS OBTAINED FROM CUCAM0NGA_COUNTY WATER WITH SPECS.AND CONSTRUCTION DETAILS. SEE SHEET NO I I L-2—. NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS- 80.1460 MILLIKEN AVENUE AT FOURTH STREET � I I I 11 � -DISTRICT By JOHN KNAPP 3. FOR SYMBOL DESIGNATION,SEE LEGEND Oh SHEET No. L-9 - S. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND 1�1 � . -_ . I I I .- I ONO3/24/89 WHOSE PHONE NUMBER IS(714) 987-2591 � I I ' VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE p *eq.06 . 11111111ON1111111111 , I I I . I I . 4. WHERE PRESSURE REGULATING VALVES AR=_USED,VALVES ARE TO AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD 1 4 ;�'- 9 � * CONTRACTOR IS TO VERIFY THIS INFORMATION BEFORE INSTALLATION IF � . BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT .OF C&.., ------ IRRIGATION PLAN I I DATA VARIES FROM PREVIOUS INFORMAT'ION. CONTRACTOR IS TO NOTIFY I . � . TOTHECITY'S ATTENTION BEFORE INSTALLATION. BY FAILING TO I -_ 1W I 'ft OWNER FOR INSTRUCTIONS. FAILURE TO DO SO COULD RESULT IN 1 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO B 16-DGS,WALKS,AND ROAD- DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- �& ­­ . avo-I 1-2t 9 1 11, � I A MENTS REQUIRED. 4�� peocic*A d*ILY APPROVED BY, DAT E - CONTRACTOR BEING RESPONSIBLE FOR CHANGES THAT MIGHTOCCUR. WAYS BY INDIVIDUALLY ADJUSTING SPNKLR I-IDS AND CONTROLVALVES ITY ENGINEER /a/ . �A.C.E. NO. 7.1 9 I I I . - - - . doi� I I . � I I . 11 I 11 DESIGN � I RJM MME-NDE' I . I SCALE: 1/8 = 1 7-0 , AI.C. DESIGN GROUP9 INC. I LJ15 . . I . I . FILANICING AM]LAMMUS ARCIRTZCTUU 3111110ILMINARMA&MM&W M11114300VOIRM""m 0"ma"m /71 DRAWN . SHEET _� I � I � � I I AH%R A.I.C.- JOB NO. 290-08-4 , , I � . � I I � I . . I I � , 18 . 1 . . I _L.-L OF a , I I . ASSOCIATED IRRIGATION CONSULTANTS I de ____ - .,/ &.0 . I I I 1 2014 SEPULVEDA- SLVD.� LO'S ANGELES CALIFORtAIA, " 6 DRAWING NO., , � . I 1111111h — I I A.I.C. I/ I- UT T I I I I .—M _j I I I j 11111111h I 11 I I *0 I I I I I Eep I I I �, L1_ I �" I 1i I P_- I �:_ , /, '07 4. n I " ,r\ I I 1%1� � I �// I � 1 100026 1 . (213) 477-6525 . � __�_ DATE. 1/ 333 1 � . - ,-.� I I . , ' . OF, 18 1 � I I I I � "I 1'_�., - , E TY OF TARIO ELL SITE, III III � WALL �' In ■ Wto a: � � ' MOW STRIPS ISI � — — �— MOW STRIPS a ' �� I I'�rfi ■ U) II a: F- 2r III r IFRorn C ORS F�►r.aE IIS D O / I w UL 2! I�III ■ m w MILLIKEN AVENUE 'Al,fl __ --- --- ,7 - - r-+--- , ,--- - ------- ------. 4_434`1 � I� • - - — — — _ — i s _ FzT dv • • s • • • • 1 s ®.- �-`,•'-' x R--.. ._f.- It - _ s •K._- J , 2 u 59 r 3ff U Q 22 611 I I' Nom U;La 612 SEE ENTRY MONUMENT FOR FA(� �1�21 ■ CONTINUATION - SHEET L-6 ■ loe r r i ■ J F- W W Lu > ■ vAur 6 MM Q 2.' FROM wR8 GVRFA rA m W Q ie9' S' b9' 9' (Wn W 1' ---- _ b rd a (n cl& `r — - •.. --.1-Llj L.L - - • � • • ; • • • .. -__ .., -__..-....-" �;' _. .:,.♦ Ile,- ..,...>.,. �, ,.:-,,;,�'�-.,..-.`.. - -.. _ -_ - ." -"__. '.._� _.,.��..�"`. .-._�... � s >. �. ._. -. � $...-. ,�_y�»-•.. .._.... _.._..-.-.....F_. - - - La F Q ' - • � o`f _ , -L— �n�--___ --- . . _ .� MILLIKEN AVENUE Lu Z �� "hC'"'- ��. ��® �+-..+ sem• �•. �.-. �.-�. s=—. �..-.+ �—�•.+.�•�� �,^-^• ` RR J . T 1 1 , Zu w = 2 , r i 1 lU 0 ■ 93 1 Q 614 �� IBIN51 BIi3 cup* f:A E. �Il�u UIP15KFMc>✓ Cly SCALE: 1'=20'-0' TYP. 2'o.C. PLANTS WITIi NOTE: SEE MEDIAN PLANTING PLANS, GENERAL NOTES 1 CAPILLARY TUBING EACH SHEETS L-11 & L-12, FOR PLANT 2%3'O.0 PLANTS WITH T1fP 3s"soot (TREE)wml SIZE, SPACING AND LOCATION. 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY RLLA�tY TUBING EACH 6 CAPILLARY TUBING TYP 24"sox(TREE)WI'T}I 4 CAPILLARY TUBING EOUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) 2 ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED M ACCORDANCE DE§0CTQ4 OF REVIM DATE WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. L_9 a FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. L-9 CITY O F RANCHO C U C A � A 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO •.- ___ ____ __ ___ _ __ _ BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. 1 MILtWEN AVENUE MEDIAN LA ./ TYP MULTI-OUTLET TYP SUPPLY) 5. ADJf ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- EMITTER WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. TUBING TYPICAL GRIP SYSTEM INSTALLATION 6. AREAS THAT NEED TO BE DEFINED 1NORDERYODETERMINE EXACT LOCATION OF SPNKLR HDS ARE THE RES PONSIBILITY OF THE INSTALLING IRRIGATION PLAN NO SCALE CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. DATE 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT APP"MED 8Y � Z 1 $ 17 ALLTIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. ixR NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. RJM •..71716•` � ,. � .� 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND A.I.C. DMGN GROUP, 94C. L J& - VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZER• '~ AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD AH(r-1 JOBNO. 29a1��"" ` PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT A.I.C. L-7 Of 18 TOTHE CITY' S ATTENTION BEFORE INSTALLATION. BY FAILINGTO ASSOCIATED IRRIGATION CON$IILTAIIT'I'S xlft.45 i;4 DOSO,THECONTRACTORMAYBERESPONSIBLEFORANYADJUST- 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA MENTS REQUIRED. 80025 TEL NO. (213)477-6525 FAX NO.(213)477-2813 A.I.C. DATE SHEET 12 OF 18 ■ ■ 2� f RTO rh � � CORFS FACIE W tLi I FROM I'!L)R8 FIr-E l' f Ito r w 0 Iw1 6T7� C I V:^m • W t • t , (o$ S 1 2.l 5 97 _�. 31 m = MILLIKEN AVENUE Ain ofn� '�� �. — � ��.ZI� ` ��'� y- — Ips II �� I`21� •. , vbd —� ....►ll��" -� tN T A - Z 75• z B 16 7 Fo 0aa �vttg RB�� Q WW SII �112p 2 B18 ■ 2 N W V1 ■ ■ W > 0 0 Wv �10 • ' o • ' __ =-- ---I __-------'' MILLIKEN AVENUE uj 50 7 � I �It �I-%, ;1i 53F i ----- ? F"- W U . COR f5 FAKE CL)R>S�FA�c6 2' FTipM lF FRom W Q B19 B20 �� >a FAQ OC 12 IIIII,_ cn X GENERAL NOTES 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) 2 ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. L-9 SCALE: 1 20'-0" ZYP. 2'D.C. PLANTS WITH 'NOTE: SEE MEDIAN PLANTING PLANS, HYDRAULIC CALCUTA710N I CAPILLARY TUBING EACH SHEETS L-11 & L-12, FOR PLANT �„� COMM mm)1�mm�»A� 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. L-9 TYP. 3'O.C,PLANTS WITH TYP. 3s"BOX (TREE)WITH SIZE, SPACING AND LOCATION. clrT WATER ►RESSVRE cP.s.I.) rtN 101 rix 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO 2 CAPILLARY TUBING EACH 6 CAPILLARY TUBING TYP 24"BOX(TREE)WITH BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. a CAPILLARY TUBING REOt1IRED DART PRESSURE LAT f M.c.v.f R.c.v.f D-Iq LOT f r.c.v.f R.c.v.f 5. ADJTALLSYSTEMS70AVOID SPRAYONTOBLDGS,WALKS,AND ROAD- DESCRIPTION OF REVISION DATE PPR VE SIZE C.P.M. F.T. VEL FLOSS SIZE C.P.M. AYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. MM I(L Im tl•5 P.M. F.T.f.T. vEl. F.IOSS 6. AREAS THAT NEED TO BE DEFINED IN ORDERYO DETERMINE EXACT CITY OF RANCHO CU C AMONG A G.P.u. I�j,l 10.0 LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING c.v. Q tel2•� ' CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. Y.L. I u —� --- ---- —— !— — '—— ——'S MI 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT MI 2AA 40h-O ALL TIMES. AS-BUILT DRAW;NGS SHALL BE UPDATED ON DAILY BASIS. MILLIKEN AVENUE MEDIAN LANDSCAPE J uT.L i TYP MULTI-OUTLET EMITTER TYP SUPPLY 5-o NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. sue-TorAL ->� sue-TOTAL TUBING rISCELlANEOUs 10x X7.5 MISCELLANEOUS tOx MfscntON ousDWFlox ELEVATION OUSDWrSOX S. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND FLEV OPERATING TRESS REO. >' - CLEV OPERATING ►KESS. REQ VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE TYPICAL DRIP SYSTEM INSTALLATION ANDCONFIGURATION. IF DISCREPANCIES ARE FOUND THATWOULD IRRIGATION PLAN TOTAL OP:RATTON PRM RcaL!� AL on unoN PRMREO. PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT N S ADDmoka e00%TER pI DORIDN BOOSTER PI REO. 0 GALE ttco. At. i TO THE CITY'S ATTENTION BEFORE INSTALLATION. BY FAILINGT — 17 �y, o T H 89 TM IRRIGATION srsTEtt HAS BEEN DESIGNED FOR A TIN. OF!.yP.S.I AT MAX�A.P.W. DO SO THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- APPROVED BY DATE Z 7 MENTS REQUIRED. [CHECKED TY ENGINEERxcL-IIIII R.C.E. N0. � 8 - F i M SIGN E COMME NDE RJM A.I.C. �, DESIGN GROUP, INC L J � X01. t;.►,ra�+c AND twrosc U 1MlM DRAWN HEET Al?0 A.I.C. JOB NO. 290-18-4 ASSOCIATED IRRIGATION CONSULTANTS �$_OF 18 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA ���6, DRAWING NO. 90028 TEL. NO.(213)477-0826 FAX NO. (213) 477-2813 A.I.C. _ I 1333 DATE SHEET 13 OF 18 QUICK COUPLING VALVE SET FLUSH WITH FINISH GRADE IN LAWN_ AREA ELECTRICAL METER TO BE SIDEWALK,CURS, 3"ABOVE FINISH GRACE PROVIDED BY IRRIGATION IN OTHER AREAS CONTRACTOR ETC ' FINISH GRADE WILEDE IUIiI1101 1�v COVER CONTRACTOR IS TO PROVIDE •CMRIStT•FL9 1101! 11'l9 LID ENCLOSURE MYERS NO. MEUG-NM � LAWN AREAS WiTH MOUNTING BASE INSTALL AS ' TO SP "lltR - AIIGIt ►IK TO �tE' • FINISH GRADE PER MANUFACTURERS RECOA!Ml7d- ,�'� - SHRUB AREAS SP(Ct►It0 a(1iN r1T11 1S• ILLS 1. EQtIT►RERT TO Bf INSTALLED AT A MIN1Nl1t O► 21' FROM ART STRUCTURES OR NAROSCA►IIiG, DATION ••• �% • �''r*++ +;t`'' • GENERAL LEGEND +�t+ SCN IQ hK IYtLE AOAITOR 2. ALL ABOVE fJl0uR0 ASSEMBLY SHALL RECEIVE (2) COATI Of REO "LINER AND (I) COAT ELECTRICAL CONDUIT TO SOURCE • ' +'t+ +++ �� 12"ROUND CONCRETE EXTERIOR ENArEI • COLOR AS SELECTED IT CITY. ICE - • + T+ 4- + BOX 6 COVER SCN N IVC UIION 7. WWII UNIT IS NEXT TO A STRUCTURE (1•. WALL. BUILDING. ETC.) MOUNT TEST COCKS ON TO PROVIDED BV`CITY. • • J t+*+ +*• _ OPEN oa �oN-STRUCTURE VYEBOLS DESCRIPTION YMAt L TYPE CONTROL IItAISS R(/Plt E stoE. S MANUFACTURER & PART NO. REFERENCE LER MOUNTED INSIDE CONCRETE FOOL I -INSTALL 7.i" a It STAINLESS STEEL CLAMP -----------------..1-BAcKtta ►RErErTDR ASSEMBLY POINT OF CONNECTION SPECIFICATION C. ENCLOSURE MIN. ABOVE FINISH GRADE AND •• ••. ' ���'�' •B,ft1kP►T1TI!• CONNECTORS ; SLOPE CONCRETE AT 2%TO DRAIN r � >s I IN LAYN AREAS � eaAss NIPPLE . TrrttAl (a) KACES PRESSURE SUPPLY LINES 8 SIZE 2-1/2"8 LGR CLASS 315 P.V.C. SPECIFICATION le 11 ttECTRIC CONTROL VALVE 2n / ,� ='y SIZE 8 LENGTH AS REO�D 7• IN PLANT ►Eos PRESSURE SUPPLY LINES&SIZE 2"&SML SCHEDULE 40 P.V.C. SPECIFICATION rr BRASS Bo• Ell - TYPICAL (2) PLACES i o CONTROL WIRE TO EACH R.C.V. � SCH. 80 PVC NIPPLE i1NtSN �R1tOt Y • . ' I I COMMON WIRE TO 1 F ALL R GV.S 3 �,�� : NON PRESSURE LINES 8 SIZE SCHEDULE 40 PVC. SPECIFICATION s EA GRAVEL -I I . • � /J SCH. 40 PVCy:�`(-� `� �.rr ------------ WISS NIPPLE =-E DRIP TUBING 8 SIZE SALCO A/R-I=LEX P.V.C. DETAIL NO. 1 ( TROL WIRING(AWG IF•14 MIN.) = _ _-_ ( / "' I •,•. s 'ibl 3' z-►li TALI EI1MStd1 g ELBOW �,Sf• +"�' z SENSOR - 1001 (MIN. 24' LONG) "EL SCIBRASS EIEEN tNER,WITN BO MEIN (�}�_+- � �l SLEEVES FOR PIPE � 3.5 SCH.40 V TR ELBOW - - CLASS P.V.C. OR SCH. 40 SPECIFICATION I PCS STREET EL -ice ;• ;=1 ''• - $BASS ANGLE GLOBE s BRASS UNION - TYPICAL 12' THICK x 12• YID! CONCRETE PAD t 1 6 '•�" Y i VALVE W BION z (2) PLACES (LENGTH VARIES PER MANUFACTURER) __= LOW VOLTAGE WIRE CONDUIT SCHEDULE 40 GALVANIZED'IN SPECIFICATION d <---/LOW SLOE 0 DRAIN AT MINIMUM 23 PAVING s • . - .. -- CONTROLLER SEQUENCE . ` . PVC SUPPLY SCH. 80 PVC N1PAS , s - IRASS NIPPLE FROM WATER SOURCE FINISH GRADE 8 GALLONS PER MINUTE LINE (S:SxT) SIZE 8 LENGTH AS REO'D FINISH .� FITTING �+ �. S 1/t• WASHED CRL1Sj+E0 (✓ D �I REMOTE CONTROL VALVE SIZE • AGGREGATE aO r • GRADE E E - . " , _ AUTOMATIC CONTROLLERS CALSENSE 2000 DETAIL N0. 1 - I:�I. P 8" w SCM 10 PVC NIPPLE i� u ANY LENGTH 14 n i 1 I PVC SUPPLY LINE E TO SENSOR � I � I ��-- BASS NIPPLE ► TCAI REMOTE CONTROL VALVES RAINBIRD EFA CP DETAIL NO 9 ELECTRICAL TAPE-TWE WIRINAT . CONTROL, 1 CDKR WIRES (2) PLACES --PRESS REG TYPE RAINBIRD EFA-CP-PRS DETAIL NO.3INTERVALS OF 12!O.C. REMOTE CONTROL VALVES tcONDum (M�P 90% COMPACTION TRUST BL,2• CONCRETE (MIN. S CKK COUPLI G VALVES RAINBIRD 3RC DETAIL NO. Z I AT VALVE) NOTES' = REQUIRED THRUST BLOCKS - TYPICAL O MON WIRE TO BE WHITE 9 CONTROL WIRE TO BE BL-At3(IN COLOR UNLESS OTIOMSE NOTED. X1r 4O PVC S.SAT TEE ►RESSIAE St)ootr LIRE (2) PLACES I. COMMON _SCH. 4o PVC STREET ELBOW � � BACKFLOW PREVENTION ASSEMBLY FEBCO 825Y DETAIL N0.4 2. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER 9 TYPICAL REMOTE CONTROL VALVE UNLESS NOTE: SYN AO P( MALE ADAPTORS o 2) PLACES GATE VALVES-LINE SIZE NIBCO T136 DETAIL NO.5 OTHERWISE APPROVED. Q O: 1. INS1All CONTROL VALVES A NIR;MI�I Of ►:• ►R011 STRUC?ORES OR NAROSCAItNG. � U •• Q> LINE TO SYSTEM 3. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEOUENCE OF REMOTE CONTROLNOTE= USE TEFLON TAPE 2. INSTALL VALVES IN PLANT BEDS WWACYCR POSSIlLC NEIT t0 SIOWLts. a MOISTURE SENSOR CALSENSE 1000S DETAIL NO.3 I-L,/2 PVC PIPE STAKE FLOW 10 VALVES S AUTOMATIC SPRINKLER UNIT STATION CONNECTION-SEE IRRIGATION PLAN FOR ON ALL THREADED (SCH.40) I. PLACE VALVE 801 AT R(GMT AM C$ TO STRUCTURES OR t1ARDSCAPING. ® FLOW SENSOR CALSENSE 240 P DETAIL NO 10 CORRECT VALVE SEQUENCE, FITTING 36" LONG 36 LONG OR AS SETS A. Flat. Afat(ATt PRIOR TO INSTALLATION Of VALVE 101. BRASS ACE Ell - TYPICAL 4. CABINET TO BE PAINTED BEIGE PER GREEN BOOK SPECIFICATIONS. REQUIRES � iS I �! l2) PLACES Q FLUSH-OUT ASSEMBLY DETAIL NQ 9 S. ATTACH 'CMTS, T VALVE IL Wit►iC1t10N TAC rITN uPRpPRtATE CONTROIIfR AMO �L'_� DOMESTIC WATER LINE BRASS SPECIFICATION VAtrE NLPNR , TO CONTROL rla. TYPICAL ELECTRICAL METER AND CONTROLLER Z) TYPICAL QUICK COUPLING VALVE 3 REMOTE CONTROL VALVE WITH r4***N REDUCED PRESSURE BACKFLOW L.9 NO SCALE ASSEMBLY JR-84 Lq MO SALE ASSEMBLY JR-1O3-°3 L-1 PREVENTER PERMANENT REMOTE CCINTRnL PIGTAIL FAINMASTER 24 PC SHUT-OFF VALVE 81 UNION INSTALL"Y" STRAINER ON DISCHARGE SIDE OF VALVE ON DRiP SYSTEM ONLY (USE PVC 150 MESH) TYPE T(SHRUB AREAS) ' " -� • 4 6"OR SIDEWALK CURB . � ETC. � NOTE: QUANTITY AND LOCATIONS OF MOISTURE SENSING EQUIPMENT TO BE PER CALSENSE MANUFACTURER AS NOTED .,• 1`' a l INSTRUCTIONS AND CITY INSPECTOR APPROVED . • : 9Pfti 1111 NOZZLEallI - SIDEWALK, culls ETC. . .. .i: _tA°Bovr / ASSEMBLY . . ROUND CONCRETE BOX•a COVER sx RR>r.� wQ�•' rr st ' FINISH l NISH GRADE (INSTALL 1/2" ABOVE T *EMiTTER OUTLET CHECK rm.. o • CPupmyCOVER MARKED MtRI GATE R" FINISH GRADE) PC FINtSHGRAOE NY (SAA EOCV) TUBING LAWN AREAS - -SPRINKLER ROME A / - . a. ss �.. �t •s FINISH GRADE j (SAI .�o) SPRINKLER HEAD LEGEND ' SHRUB AREAS FINISH GRADE - I SYMBOL ARC RA TRJ DESCRIPTION PSI GPM MFG. BODY NOZ. REFERENCE -PVC TEE OR ELBOW (Sx SxT) / TYP MULTI OUTLET EMITT1 ER / (IOR2 PER ACrESS SLEEVE) ` 90° 8' 5 5° FLAT SHRUB HEAD 30 0.40 RAINBIRD SAM 1812 80-FLT DCT/,._ NO. 6 O PVC SCH. 8)0 NiPPLE 1 B SIZE AS REQUIRED i 180° 8' 5 5° FLAT HR - � HANDWHE'EL 1 `/ `d SHRUB HEAD 30 0.8d RAINBIRD SAM 1812 8H FLT DETAIL NO. 6 I • M TREE OR NOTE: CAP ANY UNIT 900 10' 15 LOW ANGLE SHRUB HEAD 30 0.40 RAINBIRD SAM 1812 LOQ-LA DETAIL NO. 6 PVC SCH.40 STREET ELBOW 1 p SHRUB EM iTTERS WITH 0 P e O (MARLEX) 1 SALCO PCa-C V 180° 10' 15 LOW ANGLE SHRUB HEAD 30 0.80 RAINBIRD SAM 1812 10H-LA DETAIL NO. 6 PVC SCH.40 ELBOW j I X 360° 10' 15 LOW ANGLE SHRUB'TiEAD 30 1.60 RAINBIRD SAM 1812 10F-LA DETAIL NO. 6 PVC SUPPLY i 1�' / .,•-_ >s a 90° 8' 5 5° FLAT LAWN HEAD 30 0.40 RAINBIRD SAM 1806 B80-FLT DETAIL NO. 7 LINE POP-UP ASSEMBLY 12x' • - = (INSTALLED I"ABOVE PVC SCH.90 NIPPLE(SIZE As 1 I `� FINISH GRADE i REOUIRED) IN FINAL POSITION 1 P') (cN 1800 8' 5 5° FLAT LAWN HEAD 30 0.80 RAINBIRD SAM 1806 B8H-FLT DETAIL NO. 7 FINISH GRADE IN PVC TEE RISER SHALL BE AT A PEA GRAVEL OPEN AREAS OR AS SCH.40 PVC STREET ELBOW S:SRT OR 4s° ANGLE -\ TYP. ACCESS SLEEVE m 90o 10 5 LOW ANGLE LAWN HEAD 30 d.40 RAINBIRD SAM 1806 100-LA DETAIL NO. 7 � �-(MIN•2 CU.FT.) NOTED) (MARLEX) ELBOW ' (SALCO DAS-8)INSTALL f n 1800 10' 15 LOW ANGLE LAWN HEAD 30 0.80 RAINBIRD SAM 1806 10H-LA DETAIL NO. T rABovE FINISH GRADE N GATE VALVE scm.80 PVC NIPPLE 'ti SHRUS AREAS AND FLUSHm 900 15' 30 STANDARD LAWN HEAD 30 0.95 RAiNBIRD SAM 1806 150 DETAIL NO. 7 If - '^ -•-:.: (LENGTH AS REO D) � r • PVC SCH.40 STREET ELBOW 1 __f- � E GRADE N j' ® 1800 15' 30 STANDARD LAWN HEAD 30 1.85 RAINBIRD SAM 1806 15H DETAIL NO. 7 PVC MALE ADAPTORS SCH.40 PVC STREET ELBOWS (MARLEX) - / 3600 15' 30 STANDARD LAWN HEAD 30 3.70 RAINBIRD SAM. 1806 15F DETAIL NO. 7 r I � - (MARLEX) DRIP EMITTER 20 1.--2. SALCO PC6-2 DETAIL NO. 8 1. INSTALL HEAD FLUSH WITH TOP OF HOROSCOPE AT INTERSECTION d CORNERS. LATERAL LINE (SIZE AS NOTED ON ORAwINB I •`___ � NOTE: GATE VALVE SHALL BE INSTALLED N SHRUB AREAS StfPPtYT�1BING UNLESS OTHERWISE APPROVED. 2. USE TEFLON TAPE ON ALL THREADED FITTINGS. NOTE : USE TEFLON TAPE ON ALL THREADED FITTINGS BURIED MIN. TYPICAL GATE VALVE ASSEMBLY AF\TYPICAL SHRUB HEAD POP-UP ASSEMBLY 7 TYPICAL LAWN HEAD ASSEMBLY 8 TYPICAL DRiP SYSTEM ASSEMBLY NO SCALE (3 AND SMALLER) JR-84 I I NO SCALE-`87 NO SCALE JR-004-84 �� NO SCALE JR-04 CAP LINES 3" \\ TVP.45*ELL UTSIDE PAVING AREA ENDS PLUGGED UNTIL USED THEN uTOMArIC CONTROLLER \ / TO BE SEALED W/ LOCATE PLASTIC �� SEALANT DATA CONTROLS LARK spot MARKER OVER PIPE \ i 1 -`TYP. LONG SWEEP INSTALLED INSIDE CONTROLLER � LINE(BOTH SIDES) 1 TO POw� -- HousiNc \ h, ELBOWS \\ Ole I SUPPLr 9L CK •.\ WHITE WN1TE ° \ / . of ELECT CONDUIT BLUE 1 004 24 CURET PLASTIC BOX s COVER 1 w/LOGS TOP(TrP.) � � SEE f 1. THREADED END CaP r 'SPECS. PRE-INSTALLED-,,,, (INSTALL 2"ABOVE i''' .�r^ WHITE SLEEVE r FINISH GRADE) LUE .0e SCH.40 PVC • _ �/ IRRIGATION LINE-SIZE AS FINISH GRADE FINISH SUPPLY y�E \ ' (DISCHARGE) /ii �\ / /// NOTED ON DWG.(WHEN MORE - SHRUB AREAS r - EGUIRED (2 V2") `\/\ /// MAINTAIN ATHAN ONE IM N. 6PE RCLEARANCE "EO' MASTER 24" ��`� /� TO ENDS. DESCRIPTION OF REVISION DATE PPR VE YELLOW rte_ ►� (NORWALLrOPEN) SLEEVE- �N• 40 PVC r - '�.•' WGRAVEL SIZE AS NOTED ON DWG. ,,� DQE NIPPLE (MIN. CITY OF RANCHO CUCAMONGA TYPE N N FLOW SENSOR " \\�,') MILLIKEN MEDIAN/ENTRY PVC TEE(2 ) GREEN .. ,i // j SCH.40 PVC ELBOW rELw +.,:--'P s,"I • DIA_OF FLOW SENSOR SIZE /. (MARLEX) // 2. \ (MIN. 30") 1/2"IPS x 1/2"TUBING ADAPTOR I. . IRRIGATION DETAILS NO TE �\ 1/2"FLEXIBLE PVC HOSE • INSTALL VALVE 90"VYA SOVE F}IISFI GRADE-IAwN AREAS. 8- 17-$9 OX' DATE •INSTALL VALVE BOXES i"ABOVE FINISH GMDE-SMRUB AREAS. L,2" / APPROVED BY � OOUPLER DIMIN. FLOW SENSOR SIZE • ALL WIRES ARE TO BE#kµGAUGE. IT Y ENGINEER - � R.C.E. NO.-Z 113 17 (iIAtN• '!O ) DESIGND iM FSE OMMENUED •USE TEFLON TAPE ON ALL THREADED FITTINGS. N M # r.l TYPE B _ A.I.C. DESIGN GROUP, INC. LJ 15 • WATERPROOF ALL WIRE CONNECTIONS. RaNN'M AND t_4Pf CAPR ARC7tIT[(TM AHCDRAWN .......,.........,,.�....,,.... .»,<°» SHEEP 9 TYPICAL END-CAP ASSEMBLY TYPICAL L MASTER CONTROL VALVE W1 FLOW SENSOR 1L, TYPICAL PAVING CROSSOVER ASS MBLY A•�•C• L-9 OF 18 ASSOCIATED SOC ED IRRItIATION CONSULTANTS ? �ct NO SCALE JR-84 L NO SCALE- 89 IR- 2014 SEPULVEDA BLVD- LOS ANGELES CALIFORNIA CHECKED J(il6� j DRAWING NO. 80025 TEL NO.(213)477-4526 FAX NO. (213)477-2813 A•I•C• v -/ t 33 3 DATE SHEET 14 OF 18 l ♦. CONTRACTORTO REPLACEEXISTING -OR M166ING PLANT MATERIALS •• REQUIRED PER CITY OF RANCHO U AM N ,4 CURRENT IRRIGATION ' .. . ® ♦• � � � • . . uj • uj ul lip qw K5 7.7N 0 { • r „ t a ° ? ; a • ? 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" mILLIKE'L EY ZCA�,L E O • RE KS, O DQT�,NICAL AM, CQ QN N ;z, K� ��� _ T-1 GERSTRO I INDICA CRAPE MYRTLE 36" BOX ULTI-TRUNK G `1 U L CQLQ S SEL ED Y 4" POTS 6" Q.C. 'SHELL PINK' . GUYED CITY . 0 19 I 1% 0 MIU 0 11 . .NPLAINETRIM"N'll" mrnftLAN G=2 T GHELQSPE ASI JASMINE Fl_ATS 8" O.C. ASIATIC tS4-LOt E BOTANICAL N E COMMON NAME DATE �"_I ?— 9 -3 SHREDDED BARK MULCH UNDER SHRUBS APPROVED Y S-1 GAP THUS AFRIC US LILY—OF—THE—NILE ITY ENGINEER .C. . NO. ` : 'QUEEN NE' • _ • . . G— CENTENNIAL SOD DESIGN ENDED DESIGN GROUP9 INC. LID S-2 TRACHELOSPERU STAR JASMINE 5 • eJ. JASMINOIDES DRAWN "' '"' '�` ""' SHEET S-3 PHIOLEPIs INDICA INDIA WTHa E 5 G '� - L-1' `` QF ®PINK CLOUD® . 0 CHECKED P DRAW NO. DATE 4't�3 SCALE: 1/8"—V-0" SHEET 15 OF 1 PLANTING LEGEND - WELL SITE PARKWAY USE ROOT BARRIERS ON ALL TREES SYMBOL BOTANICAL NAME COMMON NAME GTY SIZE REMARKS + BRACHYCHITON POPULNEUS BOTTLE TREE 3 24" BOX DOUBLE STAKE Q PITTOSPORUM TOBIRA 'WHEELERI WHEELER'S DWARF 25 5 GAL 3 FT. O.C. PARTHENOCISSUS BOSTON IVY 6 1 GAL 10 FT. O.C. TRICUSPIDATA TRAIN TO WALL ` (STREETSIDE) GAZANIA RIGENS rr NO COMMON NAME FLATS 12 O.C. LEUCOLEANA TURF CENTENNIAL � SOD W W ..;o ■ ' J v V• r r� A �• Z 5-6 T-I g-� 5 S- cc D ■ 0 o W m UJ _ _ - - -- -________- - i °°° °° ° °°Op■ W MILLIKEN AVENUE _-_=- - _=_=_ -_==-======—=== - ■ ■ T t tLi W 5-5 a 3 � 1 � O _---- - - - - - - °o° ao ° o°3111\ oma ° - ° ° p MILLIKEN AVENUE o ° LLj -- ... • .... /.4:i::>]:y:'i:;:[: ° ° OU O O O °vo 00°pp • - - - --_ -- i ... •+:.p::.;:. �.:: ,, O°O° 0D . o � • _ p000$oo° no oop op W ` , • �. 8 • 0 1 r. yq6 0 y V W.4; - M s - W �_._._ - -- .. - -. -- -. ._ � - - - - - - - - - • o op o°o o°o opo 00�- - - `-- - - - - cc°oo a oo p�fieYtr o _ _ W 3�If J U Q ■ 5-5 ■ S-3 TZ 5_I W � mt%k Ri . 1.0;0o°o o °0 0 0°0 000 0°0 'o o°o �o°o o _ _ _ _ _ _ _ _ _ - _ - - - - - - - - t • • • • `o • • - 00 0 00 _ _ _ _ __ ^ ^ ^ _ _ _ ^ _ _ _ Q _ Q 00°oo 0..0..,0 op ° o°oo°oo° o°00 0 0 0 _ _ _ o°opo o°o o°o ° °opo° po°opo° o°o o°opo - _ - - _�.-�� - - -- - i - -- -- - _ - - ,-. _.. _-. _. _. _- ._ _. _ _77 -. _.. -_ _... - -- -- .. - _.. _._. - - - _ _ 77 wi^1 :T"T.: i poop oo poo --- -- - - -- - - - -- - -- ----- - - - - -- -- - _ - - _ • - -. -. - . - '- --. -- -- -- - -- _.. _ . _. _ .. _ -. - • Li : ,. _,. _ ,.4•t .tom?�'> 1;;.,�.�.i�: ;;...�.... - 0 � ♦�'a..-�- 1. � -.._,. '�`'; i ..,.. .:. .. .,.".."•� _;, .� • _-_.-. - _ 0 - _ m _ _ _ . r �� - __--- MILLIKEN AVENUE ■ --- - - - ui Q ■ s-4 s"e ujW a: Cn X SCALE: 1•=20'-0" DESCRIPTION OF REVISION DATE PPR V CITY OF RANCHO CUCAMONGA MILLIKEN AVENUE MEDIAN LANDSCAPE PLANTING PLAN APPROVED BY ��f� DATE Z� �l 7 ITY ENGINEER w"t R.C.E NO. DESIGN D iM RE COMME NDE 1) A.E.J. DESIGN GROUP, INC. LJ E5 DRAWN SHEE1 K.D.E. JOB NO. 290-18-4 L-1 2F 18 H K C EC EUi4� DRAWING NO G.G. /333 = - DAT E ' SHEET 17 OF 18 it of rancho Cucamonga STANDARD city DRAWING _ city of rancho Cucamonga STANDARD DRAWING I VW_ 6^LV. NAILS TO WGURE 2 SETS OR I (' e_o4c_H TtES SPACIE Z,4'1'a6e 'r 4 a � 9a01/1' 40 -� l I 'gJ12��fr ►5 1110 2" dla. lodgepole pine stakes 411 long (11 'pASIN IN '"U6 ' + with wood preservative Atain. stake a RNnlokm -TYP{-61 _ Lys ��R- OI 12" into undisturboO loll and align stakes IN�tALLdT�d►�J. G04Z05 , Ofr- I parallel to canter lin* of street. (use 12' • • L. TRE..>r 0�/Kp }�L, i i stakes for Evca t�sl nt?10 It TRtATtO. CFL RW D Dg&O M d.I, i �s s s• �t s R su rcu LAiL R�vn►uN 1. p fl R gravel back�lll Flkl C7RADt \ '��NS101A %V RF- ( �1 1 finished grade GRL✓�A11 zr.D,SAM# _,I ' AreerAS GNAIN 1.JNK ;, Deep root or equal control planter 22-21-1>l-P where required or approved - l equal Nb 1 HSN �� t •t —�• � atckfill free Of rocks 2" in die. or lyme-Al. P1.a'fe greater I _ ?fAl.l.d►TIv1.1. i - Q.wv. plADMA,IJ t \ I� L�GOY• Zyb►Y•Q�(4�YIS� _ � l_ T1NCt ROOT IALL OMROWM I FERTILIZATION i1w w i m GRO-POWER PLANTING TABLETS Ry,/p M&D H" ot cwc)-Pewalz TA65 IN EQUAL PZiREDWOOD NT WNTAI( pix FFRIc1_ TO pl-�.rr1't K� I✓o�z oP�S�Rvr�'itoN Pv"SES . w NOTE: • !Y 1. ALL SHRUBS/GROUND COYER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS W OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. 1 TREE STAKING DETAIL t 11337 N ��f �L � CQ 605 -,ter TREE GUYING DETAIL 6071 to A TREE STAKING DETAIL a GROUND COVER W/ ROOT CONTROL BARRIER @_ SHRUB SPACING D 36" BOX AND LARGER TREE GUYING NOTE: 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BULL WITH WATER FROM HOSE. DO NOT CRACK ROOT BALL. 2. PLACE "GROW-POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION ES. IN 4L'1rICA-flC)mS7 3" B;RM TO FORM DEPRESSED - ' WATERING BASIN "GROW-POWER" PLANT TABS PER MANUFACTURER'S RECOMENDATIONS BACKFILL MIX PER SPECIFICATIONS CONTAINER PLANT ROOT BALL be,7FTH PLANT PIT TO BE (2) TIMES THE DESCRIPTION OF REVISION DATE PPROVE BELTHE TA + 12' LOW THEBOTTOMOFTHEROOT TSL °A" CITY OF RANCHO CUCAMONGA �I NATIVE SOIL 2x �J�� oL MILLIKEN MEDIAN/ENTRY VINE PLANTING CONTAINER PLANTING PLANING DETAILS E B DATE APPROVED BY CITY ENGINEER R C.E NO — 7- 1817 DESIGN Rj M PE COMME wC)E D A.E.J. DESIGN GROUP, INC. j[•;,f.© IOft; MANNING AND LANDSCA►[ARCNTT'IX'R1R[ DRAWN ...n,,..- SHEET- K.D.E. _-)JOB NO. , 290-20-4 L-13 OF 18 CHECKEDG.G. v,/ DRAWING NO o DANT•E 13.53 SHEET 18 OF 18