Loading...
HomeMy WebLinkAbout1343-L DEVELOPER/OWNER URAL S LANDS, CA PE ARCHITECT PLAN �A[ CITY OF RANCHO CUCAMONGA 9320 BASELINE ROAD ENTRY AT HAVEN AND FOURTH STREET / EAST SIDE P.O. BOX 807 RANCHO CUCAMONGA, CALIFORNIA 9.1730 LANDSCAPE MAINTENANCE DISTRICT NO . 3 VICINITY MAP GENERAL NOTES SHEET INDEX NTITLE 1 (T- 1) TITLE SHEET " � 1 RANCHO I 2 (L-1) DEMOLITION PLAN .««�nrlEalr ----+-- -- ------- ---- ---+- ----- - . : � u - CUCAMONGA 3 a--2) GRADING PLAN 1. An ©ncroachment Permit shall be obtained. from the Cit sneer ionto eortanetnci T" n a I ��•' I L any work. 1 01 City Engineer ng 4 (L-3) CONSTRUCTION / ELECTRICAL PLAN •� � •.� i laen l ww 1 t i. All work shall be perform-}. according to current City standards and the Stardard 5 (L-4) CONSTRUCTION ELEVATIONS .& DETAILS Specifications for Public Works Construction. G (L-5) CONSTRUCTION -DETAILS Z. " �. * 6 IRRIGATION PLAN '1- 1 HAVEN AVENUE 3. At the conclusion of ads an c soils shall be furnished to -T - ) 71" Ir Sr i i the City inspector and all such reooemendations from such a report shall supersede ENTRY. soils amendment reconvendations shown on the plans. 8 (L-7) IRRIGATION DETAILS & LEGEND 1 1 1 i 1 (NORTHEAST CORNER) .. 1 TN �.. _�_I n_ _ _ 1 4. Upon c�letion of installation, a maintenance period of sixty (60) 9 4L-8) PLANTING PLAN r---- , _______ � _____ _ days is required prior to final na 1 aooept3noe of the work by, the City. Ma intsnanoe, shall l +- ---- ---+-- +- 10 (L-9) PLANTING DETAILS o , , _ �, include mowing, weeding, irrigation, pruning,. raising tree root balls which settle below grade, fertilizing, and applying such sprays as are necessary for proper care and upkeep. Maintenance also includes all- repairs, replacement, cleaning, and adjusting necessary to keep the irrigation system in good working order with proper ...1 1 4TH ST 1 coverage. _ _ _._date for the maint'enan-Qe period shall .be approved -in writing by the City inspector. 5. One controller chart shall be provided for each controller. Controller chart shall be I I the maximum size the controller door will allow and shall show the area covered by the automatic controller. The chart is to be a reduced drawing of the actual as-built t off«u r.n s * 1 s I r system. However, in the event the controller sequence is not legible when the drawing 1 1 is reduoed, it shall be enlarged to a size that will be readable when reduced. 7he 1 SAN IBERNARDINO Fltr chart shall be a blackline print and a different color shall be used to show the area ---- ----- ------ ~-- --_ of coverage of each stat ion. When con let.ed and approved by the Public Works l 1 u C7 aStl I Mc � � .� Inspector, the dart shall be hermetically sealed between two pieces of plAstic, each • piece being a minimum of 20 mils. thick. The chart shall be mounted using Velcro or ..• 1 .•.► a �.». approved equal type of tape. These charts must be corleted and in place prior to " I i a final abceptance of work by the City. ONTS 6. 8" wide x 6" deep concrete mowstrips shall be provided between all shrub/ground ewer areas and turf areas. Mowstrips shall .also be provided beneath metal fencing and where City maintained areas are adjacent to -privately maintained areas. 7. .Application of any chemicals shall be by State licensed personnel. CONSULTANTS S. Any trees within Live (5) feet of walls, walks, curbs, or other potentially root- damaged hardscA- pe shall be installed with rootcontrol barriers. Prior to backfilling tree(s) plantirxl, contractor shall have the City inspect root barrier installation. RJM 9. no trees sha I 1 be planted w:thin three (3) feet of curbs. DESIGN GROUP,t , INC, 10. Al l trots are to be located: ten feet from any street light, p_x er pole, or PLANNING AND LANDSCAPE ARCHTI'ECTURE reinforced concrete box; five feet from any drive approach, fire hydrant, underground mRSLAS RAMRLAS.StmE1+.,MICSIONVIEro.CA.nyl(711)sss-7s16 structure (e.g. catch loslns, vaults) and sewer lateral or clean-out; and three feet from any water metier or sewer line. 11.• Refer to specifications for addtionat material descriptions and construction regL ements. or OWN ASSOCIATED IRRIGATION CONSULTANTS 2014 SEPULVEDA BLVD. LOS ANQELES CALIFORNIA 00026 TEL. NO.(213)477-0626 FAX 1#0.(213)4:7-2S 13 LANDSCAPE QUANTITIES CX}CAAJO o �'c HAVEN AVENUE ENTRY 11 ,783 S.F. 1*1Z1 y TURF AREA 6068 'S.F. GROUNDCOVER AREA 175 S.F. �j cl T r ' � SHRUB AREA 4813 S.F. � DESCRIPTION Ui RE . IJII,N DATE APPROVED ,,.r ANNUAL COLOR 727 S.F. CITY OF RANCHO CUCAMONGA 1 0 ENTRY MONUMENTATION ? HAVEN AVENUE AT FOURTH STREET 290-08-4 APPROVED BY DATE CITY ENGINEER --- RCE NO 2.297 ESiC'v R M Kf •ruEti E _ A.E.J. DESIGN GROUP, INC. t.-••�• F+G w h !L►NN>)'1G Alm L\l'IWAM ARMT[tZL1RL Mn W WIR.�i w"c K vK.n.4 w�.!=Z .4f f T S.H./D.K. 1 :F 10 f •1 R[, Ffo. 2'S2'r w ti r o G.G. _ NO I3h4- T- 1 v s � ti 4 0 1031 JO 03S •0 030 9 S � o 0,32 . A3 030 . J � 6 5 + !030 . 7 61�. 61�. + 1030. 6 C. + 1031 . 2 6Nov. + 1031 . s 6>~v. ., i p �. 1e 030 .9 p S03S • S t 1 1 -HAVEN AVENUE (STREET WIDTH NOT TO SCALE) 2 WEST.. CORNER IMPROVEMENTS N.LC. P. P 0 26 8 5 6f� t 9 _ Ur POLE CONSTRUCTION INFORMATION. PROVIDED AS' ' ' '--•-> �..� • s030 . REFERENCE. FOR EAST CORNER WORK ONLY. 0TELE M. N. P. P. 1733800E • 0 9 S03O 0 . 1030 . 0 6ND. 3 6N0. + 103! . ? � 61�. X030 • 1P t Q 30 6N10. + 1029. 7 + 10 i . i E 1 A 030 .0 0-30'. S AL ESTATE OR S N 1 • - 3 1 rST. L T. /19707 E T. S. P. S. �_ n ST. w/ T. S. iV Slslc 'THE 6ATEwAr' 16 3. 6 CAT BASIN 3 STOP SIGN w/ ST. SIGNS T 5030 ' G O 1 66 L i T. S. P. 8. F• H. t/C . O . 5� T. S. P. a. O 1 e 1. S 029 - SISN ' 1"OAN0w *A TCN. . . . ISO-30Sisk 'UNORGAV TELE CARLE' 3O 30 fomes &vrDc ST. LT. w/ T. S.T. S. 0 - SO • PED. r6. CONTROL L EA 30 •AS 029 .8 � lC NV S � o •Zg i0 f L SaC 9 •� 4 APPROX. LOC Olr< AERIAL ELEC. HIRES 1030 6. v. Ze ' I .. 6. A . P. P. t0?6 tE . S, p, . A . MC f1, h '' P. P. !7990 j02 9 . _ C 30 ft' 1 f - t �i f �i 0 i 0 6 Q f �, S0Z99 Z3 50299 5 S ',� f SO A9 A f S0 SO lO2e • 5029 . 45 029 • �0 EXISTING P. c. c. CURB w/ 1 ' GUT TEA a2s .6 f 502 02 SOZ 9 • Z S02 .� Z 06 O26 . s 026 • S 5 So229 • S Sot a •S to 29 . • S S oze SO l�_ - , I . - o - _ FOURTH STREET DESCRIPTION OF REVISION DATE PPR VE DEMOLITION NOTESDEMOLITION LEGEND CITY OF RANCHO CUCAMONGA 1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING BID. 5. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTURES OR HARDSCAPE ELEMENTS THAT ARE TO REMAIN SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR 10 EXISTING CURB TO REMAIN ENTRY MONUMENTATION 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITY AT NO ADDITIONAL COST TO THE OWNER. HAVEN AVENUE AT FOURTH STREET LINES, PIPES, VAULTS, OR BOXES PRIOR TO ANY EXCAVATION. ANY 2� EXISTING EDGE OF PAVEMENT TO REMAIN DAMAGE INCURRED TO ANY EXISTING UTILITY ELEMENTS SHALL BE 6. ALL DEMOLITION ITEMS (DEBRIS, TRASH, VEGETATION, DELETERIOUS MATERIALS, ETC.) SHALL REPAIRED PROPERLY AND IMMEDIATELY AT NO ADDITIONAL COST TO BE REMOVED FROM THE PROJECT SITE AND BE DISPOSED OF ACCORDING TO LOCAL CODES Q THE OWNER. AND REGULATIONS. NO RUBBISH OR DEBRIS SHALL BE BURNED ON SITE. EXISTNG SIGN TO BE REMOVED 3. LOCATIONS OF EXISTING ELEMENTS: LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFOR - DEMOLITION PLAN MERS, ETC. ARE APPROXIMATE. CONTRACTOR SHALL NOTIFY OWNER'S AUTHOR- `� - ED REPRESENTATIVE IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTER- CITY ENGINEER A.C.E. NO. Z Z 39 7 FERE WITH THE PROPER EXECUTION OF HIS WORK. APPROVED BY ATE 4. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER IF FIELD , DESIGN -- �. Rj RECOMMENUEU CONDITIONS VARY FROM THOSE SHOWN ON THE PLANS. `U I' ; DESIGN GROUP, INC. DRAWN '�`"'...."""""'�""" -"' SHEET S.H./D.K. JOB NO. 290-08-4 2-OF 10 NOTE: ORIGINAL SURVEY DATED MARCH 10, 1988, PROVIDED BY CITY OF RANCHO CUCAMONGA HEcKED 7-/�e9 DRAWING NO. G.G.G. 1343 DAT E L- 1 •! F �- NOF.. ya.t ol Ilk + 1033.14 H.I' .1��� ¢ < ;�•' 2`3T G ,�03 �0 x. 3 �� 1033.22 FS. 1032.90E � �', 4i' I F2 C3 10 751514. ` v r 1032.35 .W. + 11 01 �' t 103 .G3 �G. ND 1032.75 0 -' E ' O� 8 .. • - ''(� - .a.-. •aaasaaaaaaaseaaaaa•aa•:•aa + S lO )5.Z5 . 1038. W. - ^� 1 • � . os .3s n. Io3�8� �. _ • : Lip •. . C 1 103835n• :}. tet' 1038.05 FG. .. ' 137.(03 PrC7. 1032.72 p5. .. 10 .13 FG. + fi� ' 103392- INV. 3 • +-37.73 FG. �;Y Y 103 64 .P< • 103805 F.Cy. ' •.• ` ° I MAVEN AVENUE ••'' • I . 11035.32 T ••• •• 'I ire' (STREET WIDTH NOT TO SCALE} �4 I I 103+40f�. •. • 1033. �. : 1033.7 •, • I 5 INY. • '' ,. . 1037.85 r-G. • .34.70 INV. !•f O 1' 103b75 TW. . 035.5013N I 5 32.35 !3W r<:ry .•• • .•' 522 i, P P. �e4?. 9P ♦ • 1038.35T.W. • F v P 103,o.3sT.w. 1035 07 g t^'• •, • � Z. 5 __ - _ _ 4. 103'4.40 c _. __ . _ 5 IM/. • ,.• 1034. •, ,.,' �,' • � 0 ��'• ' • ° '•`�`� 103'-52 4,fv ••, • TEL F +� - 1035 foG ts•W. ._ 031.60 .6 1035 00� 1038.05 .C�. /�' .• , 1032.32 ��' '•� 1031 10 31.10 I M/. ' •. .�� I • ; 1034.45 o ••; 103+44 F6 1038.75 TW./ . f • 1032.00 =G. • GG N� • ' .1\10334-t X I V . 1`0 3$.35 :000000*000 032.00 prr 1031.4INV. 10yf+•sFIO3I.ZOI 3f1� FGA r*MD 2 GND 30. IN ..:...... 1037. PC-p.011 1 'C y • • i ,�� ; ' I 10S+4 ✓C10 $.25�G. 103765 • 1034. INV PG. • 103�}.5z HP 1034.&t H.P 0000% 0.11 • 30.95 IN I ` €sr INV �• y 75 F a. c �� 7-f- :� c 10.85 NVI 032. ° a • •888••88•• a r't ' £. 103(0 '.r aas••a1�a••aaaaa .+.. ,. 1032.75 . ... .. ................. aAz - - `' 1031.foo FG• ` r r O o " .% N3 , F ` -A ' :>:h 1030.59 INV .35 mW. t J S JF' % 6N ' ' �Q .► 32.35 0 u 1032.75 FS. 10 F 1029,CIS 11'f V. 103065 F5. < rP E a 3 `/ '*- :ti •' ;Nr op'"c WA 1030.fid . Ilk 1 V Ir�:� { I - . ;Will iK At aA: .s- _ . r FOURTH STREET FOURTH STREET G s w CA U' c;' 1` \ GRADING LEGEND B.W. BOTTOM OF WALL 4" DIA. PERFORATED DRAIN LINE PIPE W/ 1 CU. FT. PER B/W BACK OF WALK LINEAL FT. GRAVEL SUMP. PER DETAIL.Q,SHEET , DESCRIPTION REVISION AT 6PROV E/P EDGE OF PAVEMENT CITY OF RANCHO CUCAMON FL FLOW LINE GA F.G. FINISH GRADE ENTRY MONUMENTATION F.S. FINISH SURFACE HAVEN AVENUE AT FOURTH STREET H.P. HIGH POINT CORNER IMPROVEMENTS N.I.C. INV' INVERT ELEVATION GRADING PLAN WESTT/C TOP OF CURB CONSTRUCTION INFORMATION PROVIDED AS T.W. TOP OF WALL APPROVED BY DATE ITY ENGINEER REFERENCE FOR EAST CORNER WORK ONLY. ---� FLOWLINE OF SWALE (GRADE TO DRAIN 2% MINIMUM) ESIGN T RE MM NUE SCALE: 1/8' = 1' :. (" AT DESIGN GROUP, INC. l.•.J.e> AMtAI09C„M ANCEMMUM ..•.•••.. 4" PERFORATED PIPE WITH FILTER FABRIC ( 1% MINIMUM SLOPE RAWN HEET CONNECT TO 4" DRAINLINE) S.G./D.K. JOB NO. 290708-4 1 to` 6" ATRIUM DRAIN GRATE /i, # NDS 90 ( NDS SPEE-D-BASIN) NECKED (��`�' �lf DRAWING NO. - •! 4" DRAINLINE (1% MINIMUM SLOPE) P6p ATE / 343 L-Z . i NOTE: METER AND CONTROLLER LOCATION .APPROXIMATE. SEE DETAIL BELOW, THIS SHEET. 9 OUTSIDE EDGE OF MOWSTRIP TO ALIGN WITH CITY, EASEMENT, 5 L I S MENT, VERIFY OCATION OF EASEMENT WITH CITY. ------------ 3"Co (PwR) cr Lu —�— - �r 1/2'C=2 #10+1 #10GND � 3Z, J = ACTUAL DIMENSION PER CITY SURVEY FOR EASEMENT TYPICAL THIS RUN (MPI-3) I `i W ,/ ,L r- 4 2 GNC METER PE ES AL 2 W • MYERS MEUGD- 50-(SSS- �/� ��//��D 1 e 11 WITH 5 /2P MAIN B 113 j N >. (12) 20 IP 120/24 J 1 3 W NEL BOA O . .: ; .J 1 3 PHOTO- LL CONT OL 4 (2) 3PS ELAYS J BA RR D P 5- D SA CE FDR IRRI / A G I ON I . -- CONTR LER f N 4 6 W 18"D� { X 5 H 3 J ) I 3 U 0 � U . � J 1/2"C- y 2 N / C #12+1 2 GND T T3 TYPIC L THIS WIN (MP 1-5) 3 10 � J 3 QJ G g P i 5 1 a / 12loe A b J i 11 3 �� 1/2"C- #12+1 2GND J5 TYPIC L THIS R RdIP.�'-7�C'42E9A;_ HAVEN AVENUE- G�`Y ° L � '. (STREET WIDTH NOT TO SCALE) _ __.. __..__ ._ .._.___ - - _ _ f A 2 TEL E * k � 3J 71 / T5 / w / /fi U. 4 Q ; � k � w �> 1 �Nc �� 7/ T .... O �1 3 _ _ cc / r f Z 71 qc 4, 5 a 7F ot 'IQOE S, t , ! \ J -� SA { n�' v f �__.- � S GN _- ::; (o ' �� �• a� w. c ` ,c 4 '30 101, S 29-4• 5��� &I �—�o� 0 / F N 3r ? A S , 9 5 (/ `T'�, 5;Gti r� ;HBJR'-1C='_ � " \ AR�{GL�L F�cE OF CURB • POUR71f A GN *jNDR&SIG' rEL E C ABLE \ 5 3 9A icr:t. vw �d 10302 yTZ"--' -�.-.-. _. ... _ .•�� -+w - _. _ - __'._�",_"aw-+R'4'r'+ -.,_ .._>__ __�� �....-.,_.__..- w ,, _'7�. 4'-'� - �� CONSTRUCTION LEGEND t,k - y � JP 1 EXISTING STREET CURB`fbURTH STREET . .: - F- OURTHREETCON � NSJ C � �/ 2 FUTURE STREET CURB �v� Q� G � - -CONSTRUCTION INFORMATION`,PROVIDED AS eo��� SEE STREET IMPROVEMENT PLANS ���;�� �' REFERENCE FOR .;EAST CORNER WORK ONLY. 3 FUTURE SIDEWALK MOUNTING PCX", :c_ PANEL MPJ- MAIN 5°A�z r 5 4 FUTURE HANDICAP RAMP 1 z�/z ao VOLTS �_PMASt '� WIRE lo000AtL BUS 5oA SEE STREET IMPROVEMENT PLANS WATTAGE L R M B C C B M R L WATTAGE 5 $" X 6" CONCRETE MOW STRIP LOCATION T E S K q R K S E T LOCATION •A •B a c c n c c n c c a •A •B IDALEIKARJALA ANDIASS6CIATES �o SEE DETAIL G , SHEET •i �Rati� co.jrrco� 200 '' 1 2 z FuTvo¢6 ® ELECTRICAL ENGINEERS � �— „ DESCRIPT REVISION AT PP 1'S TREE uPuy ¢oo Io 3 a - 6 6 0 BATTERED ROCK WALL .�. VPLfA UfLi6rjjs 7150 5 5 s ,�, SEE DETAIL B & D , SHEET L-5 CITY OF RANCHO CUCAMONGA O" k6N vc, 4+e 8 7 8 m Dols Kadata FA C t — 9 1 7I A CC M 7 6" X 18" CONCRETE NOW STRIP SEE SECTION DETAIL G , SHEET ENTRY MONUMENTATION. —'----- - - - -- -- 2700 E.Coat�.Sufte IA7 or 6a�1666�1CsRf mIs 92625 sr co► �-- ie�e►e�m54'H} 8 LIGHT FIXTURE 16 HAVEN AVENUE AT FOURTH STREET 17 18 "` '�•► M�Gfl-r7o5°'�%�"""= KIM LIGHT 14300 (40W T-12 FLUORESCENT, , 120V, .47 AMP LAMP, SP 30 19 20 OR EQUAL) 1 2 MPt (TLC 714/784-6380) 3a SEE SECTION DETAIL G , SHEET L-5 25 ��26I CONSTRUCTION / ELECTRICAL PLAN � 9 4'-0" GRANITE SIGN WALL 2 3 Iaq1cP SEE DETAIL C & E , SHEET L-5 q APPROVED BY DATE 31 2 dh"" �• 3' 10 4 -�" GRANITE BATTERED ,WALL TY E INE R A.C.E. NO. • ,+r SEE DETAIL F , SHEET L-5 ESIGN RJM Iii-C 0 MME NDE 5 36 7 fig• _ 1 -0" i4J DESIGN GROUP, INC. L•J 15 . • ,� .e ,„ • .. '. ,•. ruiwa�c AM t.►rEaa�a•ac>rrectt�es e �� 11 UPLIGHT (TyPIC1�L TWO EACH TREE) 9 "4 + ' / F , A4 nsrBa�a KIM LIGHT #4310 (40W T-10 INCANDESCENT 120V, EXTRUDED ALUMINUM) -m Po.c --+ RAWN ,�,...,..,,..�.....�.�.�...."..�.. HEFT slip WATTS: j6A= 50 $e= 84-8 3'c,o. — (TYR) (TLC 714/784-6380) � `)OB NO. 290- 8-4 .410 TOTAL WATTS= 1-716 AMPS= 7.9 +LCL= .9A OF PROVIDE LOCK-ON DEVICE �r►rain° r +' 12' PALM FLIGHT J e �^'�4 �•W.nm. KIM #4010N (150 WATT PAR-38 INCANDESCENT SPOT LIGHT AND JUNCTION BOX, NECKED f/ T DRAWING NO. PHOTO-CELL CONTROL (MOUNT ON PEDESTAL) DPST METER/IRRIG. CONTROLLER PEDESTAL liMr n,�II KIM #JB 1/DB-E) (TLC 714/784-6380) / 1343 . PS-4PST, PHOTO-CELL, "ON" TIME SWITCH "OFF" @ 11:00 P.M. (ADJUSTABLE) 24 HOUR DIAL ATE L— 3 NOTES: ENTRY SIGN "RANCHO- CUCAMONGA" LETTERS TO BE 12" HIGH, POLISHED BRASS , TIMES ROMAN PRISMATIC COPY. LOGO TO BE 12" HIGH BRASS .. STREET NAME LETTERS ON GRANITE INLAY TO BE 8" POLISHED BRASS , TIMES ROMAN PRISMATIC COPY . gg D� SHOP DRAWINGS AND 'SAMPLES FOR LETTERING ANDLOGO INCLUDING COLOR , STYLE, AND FINISH r AND SPACING SHALL BE SUBMITTED TO CITY OF RANCHO CUCAMONGA� GA FOR APPROVAL. COBBLE WALL TO MATCH EXISTING ROCK WALL AT 4TH ST. & ARCHIBALD MONUMENT IN ALL " ASPECTS. CAST IN PLACE CONC. CAP TO MATCH EXISTING " CAP AT 4TH ST. AND ARCHIBALD IN COLOR AND APPEARANCE f �M " abcdefgh ..klmnopgrstuvwxyzxceo Times Roman ABCDEFGHIJKLMNOPQRSTUVWXYZ..,ECEO 123456789013§%£&$� -�-(;/�*»ARD TI t TI t TI t Tl- t Tti NO.2 sheets 961x.2 Omefs 721x.2 sheets 721X.2 theels 601X. 601x. 490. 400. 361x. MH99C M4999L M4972C M4972L M4960C MOM M4949C MN49L 1014936CL CITY LOGO DETAIL N.T.S. SAMPLE LETTERING STYLE N.T.S. to-a4'- 6" RET. WALL SECTION MONOLITHIC CONC. WALL GRANITE INLAY AREA AS �=8 �'� GRANITE MAY AREA AS REQ'D. FOR LETTERS AST IN PLACE CONCRETE CAP (SEE NOTE) GRANITE TRE INSET WITH 8" HIGH BRASS LETTERS REQ'D. FOR LETTERS (SEE NOTE) FM1iSH ADE�Ek�:RETAIiVI+Kx WALL O n �' : '�. x HAVEN AVENUE J _ �, >; FOURTH STREET15 6N 0-�GUCAMONG) o a - . A1�E�€YQ► t - o (FINISH GRADE AT BOTTOM OF WALL PER GRADING ��— CENTER LETTERS AND LOGO WITHIN 18" SPACE. (FINISH GRADE AT BOTTOM OF WALL PER GRADING PLAN) RANT RVA AREA AS R FR ETTERS HAVEN ENTRY - FRONT ELEVATION C-C SCALE: 1/4" = 1' - 0" REFER TO SHEET L-3 FOR HORIZONTAL C 4'-6" RET. WALL SECTION MONOLITHIC CONC. WALL b BATTERED.COBBLESTONE WALL SECTION L=� LAYOUT DIMENSIONS. GRANITE INLAY AREA AS REQ'D. FOR LETTERS CAST IN PLACE CONCRETE CAP (SEE NOTE) GRANITE TILE INSET WITH 8" HIGH BRASS LETTERS FMIISH GRADE BEYOND SEE NOTE) FOURTH STREET NJ p - - DESCRIPTION OF REVISION D TE PP R VT t tt-� yl$H} GF A0 B�H�O FET ?TNG ' Lt ; ; _ - . b CITY OF RANCHO CUCAMONGA l - t FINI H RADE ATBOTTOM F WA PERGRADINGP S GO LL LAN I i � -�- FINISH GRADE AT BOTTOM F WA H O LL PER GRADING PLAN) -- - - - CONSTRUCTION ELEVATIONS APPROVED BY ATE ITY ENGINEER R.C.E. NO. 2-32 7 DESIGN iE U UMME NIA G A.E.J. M DESIGN GROUP, INC. L-J•, P.5 RAWN �� """°""" NEE T G.G./L.W. —5-OF- 10 HECKED 1_ � 8y DR 134 3 HAVEN ELEVATION G.G.- SIDE ELEVATION D-D SCALE: 1/4" = 1' - 0" DATE L- 14 CST IN COfG. C ,p -ro Me+rCA GAP @ I-M 4*"Htp*00 MoWMF-W KMN STRUCTURAL ENGINEERING KMN STRUCTURAL ENGINEERING ► �A1'r E�C-fl �.o'� F - - �,..� a. C l� 04 1b"r�'country►Rose �rT H t-L l k C1)/�-, CVS` EnE►►+..► es4�bwr,8 can+rry Rose I I SHL✓I� 0)M F.V• 1 �f a.�•cotIrr"V.-M Ru)5w-m e _ ku 'J Calltomlas2eae 5saosoe REms+u�►.�, Jh�i,l_ EnEtn kit.(.r!1 12-� FITS ZM 4o," RIVE k) �• + 7�7 .„ �.. T�j �!�a If��D LUCAND N��� R.E.__ 1���� R.E. I jq, I�1 T5 VtNMZ- I3�� I ll?� - I IE�7 f _ 2 '' t I I,LI r. 211 IN E �Kf�51v� Joe No._ 9 3 ctu N 4s r Zc1 bf ;o_g - G►r� r c>� �vc�tc+ew Job no �oINEI7. -`; 3 Wim• I�I�oN o.t. .� ] 3 0 5 Dot -11 11 A 5EMKIt7 t,�ININ� Lv, - (--t i1 �: R%R�,D 6a+�t� t�r`tN►Nr t1.1 e e /flu MIN; - X1.44 " P'IFV( TH16r-NESS �t1�1LL. Rte IZ p STRUGTU�tL R� .. - - 1-- -- -- �O _- - -- - --- `'-- ' . A 5. REQ.'V o F1�0017� IOM PLE?F X11�s. foK �fL SCHEDULE . , _ n APH E510H U N I rO KM "UKI� 5a-1D. 610.01 ' Ad.-1— s-- - ------ ^i = �nX (,•� I ,fig * N V/Ijo VOID5 DIS zto^, J 'x5 VE12-TICAL. S z-I"o.C. �, u • -21* G-F P s�0 PGF �'' & . �� .6 .4 � _ W �• p, l., w�14,u.FT b1�v�I�C�Nt 0 Rte., ,►�� T - j •ova, i d o :� �15 INTO CPt_RoAI W1 � t� j� � � U5t FuL SIZLNIS �WIC5 - F1LT = 17'I d g" � oN sA& - of ma • s�w�ur •�!z IA-7 , FIN15�1 �E t1 TorF��r rE6E5Tv KNgTAIN - tt�yJELS TO MATCH v�IzTic� Ayr zfc-v ,q7 O _D• `� y *S 1,74-1 = n CONS NT Tf�i lE UI�I hEINF012GING W/ MINIMUM 9-DII '1_ .0-ID-011 ii - i I •ttK13 � ' 2 2' � - � n" � Mn.p ..�,• IAP'I• L.At� 7 2�p �4.0 u�f) rhe.iPAIL • •. AL16NM1 11' OF 131JTT"X101LITS- a e lYz fi I•� � - ��I • a 2 = 11• q0� KIN. to rl\6 r) .5dee�An15. i ,� it �0 L (� �M�Nt►r •5014-1If-Y IQ= •11 5 -lr�i �, II fie-, Z�.n�' � 'I,t,FX�� .Jit- - G KE51bKE' � 1�InE LEVE � � -n� I-t�� o ALL Ex rgsEv n Lf 3 s z�oN'rAl_ o I''�rt_ Iq •�� ' :-t�j 2ri0 d . -Tyr �g x� I b ¢, GOVT. LONG. FOOTI N� ,0„ 6EGTION Vim• G GRANITE VENEER JOINT DETAIL 2"= 1 '-0" 6'-0" BATTERED COBBLE RETAINING WALL 1 /211 " 1 '-0- �wt-t►� _ ---- ---- -- - - I o t ; G�O k 3• _ X30, 2� h'kn v1 x l i-n"�+t- �rc1pn �� 7E 0 12'' s a �a"a c. �.�G+� ► `� 73 I,cl:. -n�ti Fir •�`-- - RETAIN 11.1 n'b}�101.1T1-I Iii Gd NG, u�IR�L, J� �boQ� y q1,01 12• -s. 7-IN-PiiE. GoNri, -I ! 1 n �, �,-��r Q�Of ESS�pN 0•T, 1 U., - .5ILE To ik l&J FM FIS I SHLO u � 3TR11 TSL A LG5..� STFIEL ' WP1 1sox4• 5 Quo OR M. q��y pIMC�ISIoN o� bI�N1TE V54E�; 10 1211 1�� 56, C-PULE, goo I •d •- �,nfl � '� !rI : 51t-�{ ���x •(�7 = I�$ X 2' S - 445 ��� �n�??; I•GS y 1.5 e'� I _ -��- �p Ir�� 7 ,�•�,. I I o�,g; �2a�- X3���0.a ,� lglFvT�v9Eo��, �21� •b - I�q i — I�idqop8na� : I•ii I _ • _i. II _-113 No. SE 26r IP-47 349,t7 @ / 1K2EU��TI"'' fIboIl,NISTSN�#"GKNIyITPE �Kr\III�,L�IAIZtJ-T' _ -- , ,. JPoolu�•IE� 6b�aKNIiIiTfp- " M NE.LEIfA� w s z� �c ; fY � -�F T�-HNIGS 'JP1GHi` �S p1JPoF cAu 615;� X 3. 1 = �J 5-15 9•�- = 2 x l g o IID N ?"Pe P IW-er5 G I VtAL, SIbN FIEL.P •1-IxX1. 11 I I [Ax5.Yze WA55 I. TD � I �TLfyG FI�I�f� �DE � - 'Z ..n �� : D•�.I !> 1� q ; IDS + ilp� X (o`�lX l•�i'lj " ¢l �I - - I IF - Z ti , _p!.._u�/ i �iIJ.FT �'i /�,GotJT ,11 d. (.Uf1T I�TtJRE ZRI L _ P CIZ dN AL 15D;K '1+-0 �vC� •e0 = I a I X I I o' �� ti �� I�ITo XAINP �SY . , a SoCPDSL �llu (/ I f •�r j 7 / /` /•� / I 1 � r-v I f ki 1. 3 �iL-�. �p r%L. � � '� �°o C/J1•'11"'/�� 5�1?l�'��. - - - , 1$q�0 AI_T t/�NTI t \_�" roior-roN► cS �iT I DSI _ - 6ff_GTION A RETAINING WALL W/ GRANITE VENEER 6-0" BATTERED COBBLE RETAINING WALL F 4'-0" WALL Wi GRANITE VENEER 1 /2 = 1 '-0" MONOLITHIC CONC. BATTERED WALL 1 /2 = 1 '-O" SIGN FINISH GRADE I GROUNDCOVER 6' CONCRETE CURB/ I SMOOTH TROWEL FINISH & EXP. JOINTS ANNUAL COLOR j� @ 10' O.C. TYP. 8w WIDE`X 6' DEEP CONC. MOWSTRIP WITH SMOOTH TROWEL }LIGHT FIXTURE � R yz R FINISH- AND .EXPANSION JOINTS @ 10' O.C. TYP. It TURF RYERSON STEEL EDGING 1/8" X 4" DEEP 'ff+ INSTALL PER MANUF. RECOMMENDATIONS 144 REBAR CENTERED CONTACT JOSEPH T. RYERSON & SONINC. P.O. BOX 3817 LOS ANGELES CA. 90051 (213) 268-7100 -2- Xf ?a►P�rxrr +, 3�cc. 4" DIA. PERFORATED DRAIN'LINE PIPE WITH 1 CU. FT. PER LINEALFT. GRAVEL SUMP G ENTRY MONUMENTATION/LIGHT SECTION � 5 DESCRIPTION OF REVISION DATE tPPROVEC CITY OF RANCHO CUCAMONGA ENTRY MONUMENTATION CONSTRUCTION DETAILS APPROVED BY BATF CITY ENGINEER RCE 'vO X397 DESIGN D iM �MMF NDE DESIGN f GROUP, INC. L.J. Q. : IA DRAWN =•ALA N tlR(AK ARCNRL( -nnlr ...,. ..., . ...... S"FE 6,6 290-08 and 290-20 - 10 CHECKED 4 �RAW;Nu NG DATE 1545 L-5 3 FLOW SENSOR SIZE— 2" AUTOMATIC CONTROLLER A STUB-OUT 2 FRES . E r I ( �� TER V VE SIZE — 2 24 STATIONS PLUS (8) CONTROL f) I WDEPENIDENT COMMON WIRE F � , LER A1e I 2 �BACKFLOW VENTION BE PROVIDED BY� ON RACTCTRIIC 'CUIT� FOR FUTURE POINT EMBLY 11/2 PRESSURE GULATOR SET AT 95 P.S.I. DUCT LOCATION To BE DETERMINED THE FIELD. AS ' ° ( LIVERY PRESSURE) in K, .,ear-o I 4a f ELECT. SERVICE TO METER TO BE PROVIDED BY `2 Al • T f� 2' As � a 11/0 � tl �- 4 t 13 O I` P.O.C. TO I V � WAT R METER tl_ ` A6 Wf ... T I /La I�,q PROVIDED B CO 'faAG OR I - _I t� loop - X �� ` ! II i�a�. 2" SERVICE INE 1 c � � 1 ILI \ na• . ? � x 0. (scH. eo PVC X as 21 t ' ,� ,�N > AI6 _ . ,l2a X 1�2A R Ile, A9 41 `',11 ' 12' Q i Ila" 11" 7 I$ ti X IYA� )f 2 ° X X w: Iha 3 1 a12� Ila? / A il2a N I 211 M Ile 40 x +� 2 � X X til HAVEN AVENUE 110 tia I a � I � i (STREET WIDTH NOT TO SCALE) '�,I X � I •ia J '�," 1 a.� AIO �� 1� i tl X Ihr ,�.• - '� ►lad � fit.' -- _ �' v _ *ten r` 1 ' 2 . a N still � p , . - -'''-oo � l�c A �► I " I )2 GNP IK ", A13 z3 O :. �.� 3 ' M 1�2� 11 as A IItiM into r rL • c v _ I� --- - ��,� � � nlin � L I � 1 Irl ate,• , ,, •"�. 'q 11 l o I rLa Ili,' I 1 Ile �2r x 2 + A I�2w 114!1 2�1 4 • L I�• it 1 Q Ila* it a 2u m e II21' a _Q Iq A OA S t Q 1 �• �- ,. „ c � - �, -- 12"if 1211 1 n I Its c12 "� d �� / Q? 1l2 G II2 42 « � p 211 I I I n =" Al2 VI 1�n TEL O '7/Ig I44 a R O 0 0iJ r, ' 1434 _ 11�.� 111 FOURTH STREET < . <.� _. ,,,�� i" ��. .. •,r - - - •� . .�.. -,- �- _-� ��- . _ ,,,:;, , _, - , . �•- FOURTH STREET „- - '29 WEST CORNER IMF � OVEM' - � S .N11 CONSTRUCTION INFORMATION PROVIDED- AS ' G EN ERAL NOTES SCALE : I/8"= 11-W REFERENCE FOR EAST CORNER WORK ONLY. N�$TALLALL PRESSURE AND NON-PRESSURE LINES AND ANY EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OFCLARITY ONLY.) Z. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. L-7 DESCRIPTION F REVISION ATE LPPRIOV + SYSTEM E DESIGN Mmum mrraa FOR SYMBOL DESIGNATION,SEE LEGENooN SHEET No. - L-7 - CITY O F RANCHO C U C A M O N G A S MCRITERIA.ITE R IA II MUM X0,,01 W M")Ky- 11 l0 � 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO CONSTRUCTION NOTES: CRY MATER "ESSM (r•3!.) 10 up-LLO Ma BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. •SYSTEM DESIGN IS BASED ON 70 P.S.L USING 46 c.P.M. wat"m DEQ ""�'"` ENTRY MIONUMENTATION . 'S. ADJTALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- TEMPORARY SPRINKLER HEADS INSTALLED ON PHASE I. UDT 0 wc.v.f Lcv.p,+n Lm f ILC.V f cev.; WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. HAVEN AVENUE AT FOURTH STREET HEADS SHALL BE REMOVED AND REUSED WHERE • HYDRAULIC GRADIENT — 1285 ( REGULATED) c.r wF.T. Loss srzE c.r.11 F.T. FLOSS & AREAS THAT NEED TO BE DEFINED IN ORDERYO DETERMINE EXACT APPROPRIATE. LINE TO BE CAPPED DURING PHASE N •PRESSURE DATA WAS OBTAINED FROM CUCAMONGA COUNTY rcTta X4& 0 LOCATION OFSPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING CONSTRUCTION. WATER DISTRICT gy JOHN KNAPP c'r•c' a CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. ON 3. 24. 89 .WHOSEPHONENUMBERIS (714) 987-2591 _ r.L tag q// to 5 IRRIGATION PLAN 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT 2 INSTALL TEE ON ITS SIDE AND CAP FOR FUTURE PHASE N. W� ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. •CONTRACTOR IS TO VERIFY THIS INFORMATION BEFORE INSTALLATION IF � `1 ZfSLtS"` DATA VARIES FROM PREVIOUS INFORMATION. CONTRACTOR IS TO NOTIFY M.LLAT. NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. APPROVED BY _ DATE- f � 2 3g 7 OWNER FOR INSTRUCTIONS. FAILURE TO DO SO COULD RESULT IN SUI-TOTAL q sue-TOTAL ITY ENGINEER A.C.E. NO. O CAP LINE FOR FUTURE PHASE (SIZE AS NOTED). CONTRACTOR BEING RESPONSIBLE FOR CHANGES THAT MIGHT OCCUR. MISCUL KM Iox �! Urscau,Kan ,ox a. AREAS RECEMNG AN IRRIGATION SYSTEM SHALL BE REVIEWED AND DESIGN y r.1M �t MM NUE ViVAT,OM DwnvrMnu ELEVATION DIFFERENTIAL VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE DESIGN GROUP,INC. J. Ileo OnItATMO ntm ata 4!O HEAO 0►EMATIMO nttss RCN. AND CONFIGURATION. If DISCREPANCIES ARE FOUND THAT WOULD A ' G• nr►r��AM tAXeMtAM ANCRWrOrTUM PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT �......,.�...,...�.�,,,,.,�,.. 8. MAL MUM" PRM * � AL amoTOM Pees' wo. TOTHE OWN ER'SATTENTION BEFORE INSTALLATION. BYFAILINGTO RAWN JOB NO. 290-08-4 HEET AWTIOMAL MOOs�EM Pecs:' RM M osm Mess. Mea DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- A. 1. G. TMS atRMAT10M SYSTEM Na NEEM DESICMEO FOIL A MW OF�r.W AT AM. MENTS REQUIRED. �OF ' NECKED �^j DRAWING NO. B.C. DATE 1 :34S L-!o GLKK COUPLING VALUE SET FLUSH WiTH FINISH GRADE IN LAWK AREA rABOV ELECTRICAL METER TO BE SIDERALIC,CURB, IN OTHER AREAS E FINISH GRADE PROVIDED BY IRMAlTIOiI IN OTH CONTRACTOR ET'C- FAIR 101 t C.t COVE!! CONTRA . CONTRACTOR Q TO Pft'OV1tIE FINISH GRADE NUue I1AfiATIOIt Rtr CON RACTE rti TO N0.MEIJXf-1-r •�� •: - , LAWN AREAS 'CMISTI•fLe 101 IRO 110 MOUWT'ING BASE INSTALL AS •�• ; I:• FFM GRADE 10 SMitldts • Mitt PIP[ to SM: PER MANUFACTURERS RECOM+ N- t * SIRt►9 AREAS SKCtflte K"N rITII IS• LLLS I. tOt11PK+R t0 K ppSTAttte AT A Rtitltif+of IV nm NR sT*wTwn OR uAAa"tiR. DATION • • *t++ t'.t� • + t ++* Sx 40 110% IvLt AWTOR t. Atl ARCM U*Upe RSSMV SNKI st"I" (t) COATS OI an MI1KR 0$ (1) COAT t* '•-�' . -• •• t++ 4t+� EATERIOR VtAML - COLOR AS HLECTEO IT CITY. ' EL.EC'T'RICAL CONDUIT TO SOURCE :•'. ' '• + T♦ + To BE PRo D Bre r +♦tet •+ sox 6 COVER Ta a ►x u+ta • . -• : + nws 11nU 3. oOPEII 04110lli=sTRUCTURtASIK ( •. wtt. wnot.c. ITc.) +oulrt TtsT cocas an MILL TYPE CONTROL_ CONCRETE FOOT iN8-INSTALL 3' LER MC1l.+f M MS:DE COVE FINISH GRADE AND �. .•�,' -� STAINLESS STEEL CLAMP • •iMA�►t►t!' CONNECTORS ...--...•-•..-..•T•-..._MCdtOr rttrD�Td! ASSOrItT EiI �w_. : , III t1�IN situ IRAs .I► • TTa�At (.) .l,�n GENERAL LEGEND do SLOPE CONCRf'TE AT 2%TO DRAiN -f' rIN KJIIIT IE OS tttRRlt COxTROI Tkrt S SiZE !! LENGTH AS RE0�0 PASS Tot' ttl • TTPttAI (i) Rats SYMBOLS DESCRIPTIONS MANUFACTURER b PART NO. REFERENCE • • • o 1. CONTROL MIRE TO EACH R C.V. SCH. 80 PVC NIPPLE ft111SN jRAOt , COMMON WIRE TO ALL R.CLVS N 3 �� EA GRAVEL = -------•---•---M, IRAsi xtl�Ptt V n POINT OF CONNECTION SPECIFICATION 1 �J wiRtNGtAw6 UF•N MIN) . : • ' ,~ I, ---Tit TAtt tmestat I,UA� yR stRATRtx•rtTit •-- PRESSURE SUPPLY LINES b SIZE 3"8 LGR CLASS 3l5 P.V.C. SPECIFICATION .• L,j: `� i SCH.40 Pl' l•2•. ,f��. SEN 1R1 _ loop (Mtv. 21 to") �El soca I/,ti Eteow •_ --; SCH 40 PVC STREET ELBOW Wl� NON-PRESSURE LINES b SIZE 504. 40 P.V.C. SPECIFICATION �• - - X IRASS ANitt QOK 3 IMS Ulla - TTPiCAL 1r mat A lr win cw ttlt PAs • surf 11/um Ion s (t) r IS (LIOM TARits KA WwUFACTURtR) __-- _- PIPING SLEEVES bc.4- A10 P.V.C. DETAIL/S�c,S _ _ _ _ or � � sLort To oRAt+l AT Itullu+ n I LOW VOLTAGE WIRE CONDUIT Cri. �D P.V.C. DETAIL IR�tS: >,t►ftt �»rATtx sot,tct frltisN 191 PVC SUPPLY SCH. •O PVC NrPPt� s �' CONTROLLER SEQUENCE � LINE (S:SLLT) SIZE A LENGTH AS REO D GALLONS PER MINUTE Fem - %% FITTING tI/1• YAS►40 CRIISMO D•• o '�.5GRACIE ; 11"i - �' '( Ati6AtWTL "v Yj REMOTE CONTROL VALVE SIZE r AW LENGTH ,13 W � -SCH 10 ITC nlnU � � � «• ® AUTOMATIC CONTROLLERS CALSENSE 1000 DETAIL' PVC SUPPLY UNE Tp � TV PAU ■IP tt • TYPICAL *,�I EL.ECTMAL TAPE•TAPE WRING AT _ - t.. 4_. .--tOIITROL 1 COItI�CN Vt*tS {• (t) PLACES Q REMOTE CONTROL VALVES RAINBIRD EFA-CP SERIES DETAIL r�W INTERVALS OF t!�0.c. IL 10t COWILICTta ITtWUST•ROOCCla-niICAL QUICK COUPLING VALVES RAINBIRD 33-DLRC DETAIL = otoulREo (t) Rats NOTES• SCA 10 frc s4�T itt 1KSSUIt Sltf►LT LtNt 1. COMMON Ww TO Be wwre•CONTROL WIRE TO BE BUCK IN COLOR IJK.ESS CTT vmsE NOTEQ SCH.40 PVC STREET ELBOW !• pp�� �� � MADE BETWEEN'CONTROLLER AREMOTE CONTROL VALVE UNLESS ,i, - �y. St+l M P1ft �Lt AOAPtORs BACKFLOW PREVENTION ASSEMBLY FEBCO 825Y DETAIL No " TIFICAL (2) PLACES 0 0: GATE VALVES--LINE SIZE NiBCO T136 DETAIL OTHERWISE APPROVED. 1. INSTALL CONTROL TALM A I1I1t" W Ir ILMI STRI1CT1t1t3 01 RAIOSGVING. �•. .� tett TO ssTtlR E ELECTRICAL PEDESTAL MEYERS--MODELPMEUG-1 DETAIL 3. CONTROL MIRING SEOUEMX CoRRE OiNOS T'0 OPERATNB SEOtiENCE Of REMOTE CONTROL NOTE: USE TEFLON TAPE 1-vt PC PIPE STAKE t. INSTALL rAlrtS JI 1LAl1T ItOS rKltrq PDSStItt Nt1T TO St0E11ALitS, na VALVES tl AUTOMATIC SPRINKLER UNIT STATION CONNECTION-SEE IRRIGATION PLAN FOR ON ALL THREADED (x•40) I. KXI TALTt 101 Af AtWf AVM($ TO STRIXTUitS 04 W=Mtl+t. FITTING 8 � MOISTURE SENSOR CALSENSE 1000 DETAIL CORRECT VALVE SEQUENCE. MIN. 38 LANG OR AS SBTE 4. ftkb AWfGATt f1tOR TO inTAtLATION-01 TALTt 101. S /BASS �0' tLt • TTPtCAI 4. CABINET TO BE PAINTED BEIGE PER GREEN BOOK SPECIFICATIONS- REQUIRES ATT � � � � • • G! • � ' lt) PLActs ® SENSOR MASTER CONTROL VALVE 1�1/#ROIE 100 SERFS DETAIL 1. ACII CMISfl VALTt IKVIFICATiON TAG VITN A"20"tATt COAT ttR ANO TAL1111 RMI , TO CMTi X 11111. TYPICAL ELECTRICAL METER AND CONTROLLER 3 REMOTE CONTROL VALVE WITH 4 REDUCED PRESSURE BACKFLOW NOTE: QUANTITY AND LOCATIONS OF MOISTURE SENSING EQUIPMENT TO BE PER CALSENSE MANUFACTURER TYPICAL QUICK COUPLING VALVE NO SCALE ASSEMBLY JR-94 "° SCALA ASSEMBLY '"-103'" SHUT-OFF VALVE 81 UNION ���V�N��R INSTRUCTIONS AND CITY INSPECTOR APPROVED. ,J MNS'D1LL'Y" STRAINER ON Of3AIARGE WE OF MIWE ON DRiP SYSTEM OM Y(USE PVC 130 MEM) eon SIDEWALK, CURB, AS NOTED • ETC. ;,• ; ; •' ' •' _ SPRINKLER HEAD LEGEND �• - '; • :•' ' lP TwTRtER POLL ••'••• SYMBOL ARC RAD TRJ DESCRIPTION PSI GPM MFG. BODY NOZ. REFERENCE • SIDEWALK,CURB, ETC. ,��• •• ..A ., P � UP BOASSEMMY 90 8 5 50 FLAT SHRUB HEAD 30 0.40 RAINBIRDSAM 1812 80-FLT DETAIL mm GRA . �. INSTALL t 2"ABOVE l / ROUND OOF�TE BOXacam '� •� ,f 5 •• .�, � J FINISH GRADE) 1800 8' 5 5° FLAT SHRUB HEAD 30 0.80 RAINBIRD 1812 8H-FLT DETAIL COVER RRI �� � l� fINtSN 360° 8' 5 5° FLAT SHRUB HEAD 30 1.60 RAINBIRD 1812 8F-FLT DETAIL SP I �L= GRADE /� - mneR NOME X asAREAS 0 90° 12' 30 UNDERSIZE SHRUB HEAD 30 0.65 RAiNBIRD 1812 120 DETAIL • As a+ s. s. SHRUB AAS v180° 12' 30 UNDERSIZE SHRUB HEAD 30 1.30 RAINBiRD 1812 12H DETAIL •• .'t' ' '� '� ie FINISH GRADE X 3600 12' 30 UNDERSIZE SHRUB HEAD 30 2.60 RAINBIRD 1812 12F DETAIL .; --IVC TEE OR ELBOW (Sx SMPVC SC". SO NIPPLE AL A 90° 8' 5 5° FLAT LAWN HEAD 30 0.40 RAINBIRD 1806 80-FLT DETAIL SIZE AS REQUIRED 180° 8' 5 5°FLAT LAWN HEAD 30 0.80 RAINBIRD 1806 8H-FLT DETAIL y. m H/ltNtlWHEEL 90° 12' 30 UNDERSIZE LAWN HEAD 30 0.65 RAINBIRD 1806 120 DETAIL •' Pm sm.;0 SSTREET ELBOW (1 1800 12' 30 UNDERSIZE LAWN HEAD 30 1.30 RAINBIRD 1806 12H DETAIL o 0 360 12 30 UNDERSIZE LAWN HEAD 30- 2.60 RAINBIRD 1806 12F DETAIL - PVC sm40 ELBOW 0 900 15' 30 STANDARD LAWN HEAD 30 0.95 RAINBIRD 1806 150 DETAIL LINE SUPPLY POP-UP ASSEMBLY 1> PVC 9CN SO NIPPLEWE AS 0 1800 15' 30 STANDARD LAWN HEAD 30 1.85 RAINBIRb t806 15H DETAIL ' (INSTALLED I ABOVE P1fC TEE REQUIRED)M FINAL POSMON FINISH GRADE IN RISER SHALL BE AT A 13) 360° 15' 30 STANDARD LAWN HEAD 30 3.70 RAINBIRD 1806 15F DETAIL PEA GRAVEL OPEN AREAS OR AS SCH.40 PVC STREET ELBOW SzSxT OR 43'ANMA (MIN.2 CU.FT.) NOTED) (WALEX) ELBOW •' BATE IALVE SEI:BO PVC HIPPLIE (LENGTH As REQO 1 '•• •' P'VC MALE PVC M.40 STRfET ELBOW ADAPTORS -ICH.40 PVC STREET ELBOWS (MARLEX) _ (MARLEX) � .,.:.; NOTES .• 1. MSTALL !!AD FLM METH TOP OF MAROSCAPE Alf INTERSECTION d COLlNERS. UNLESS OTHERWISE APPt�'YED. !. Y LATERAL LINE(SIZE A! NOTED ON DRAWIlfi ) NOTE: GATE VALVE SHALL BE INSTALLED N SHRUB AMUSE TEFLON TAPE ON ALL THREADED FITTINGS. NOTE : USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL GATE VALVE ASSEMBLY 6 TYPICAL SHRUB HEAD POP-UP ASSEMBLY tFNTYPICAL LAWN HEAD ASSEMBLY MA JR-S! SCALE-187 NO SCALE JR-004-84 NO SCALE (3 ANDS SMALLER) NO CAP LINES r \ TYP 45•ELL AREA UTSIDE PAVING ENDS PLUGGED UNTIL USED THEN CONTRSLtuTO BE LOCATE PLASTIC\ ` I SEALANT LED W/ DATACONTR LS �Lp` MARKER OVER PIPE \ \ ./ 1 ; ``-nR LONG SWEEP �� LINE(BOTH SIDES) ELBOWS 70 POWER Nov S 146 I�-----ELECT CONDUIT aoE •,,10, `C 1 i .01 I�' lCU" f s•NCRETL ,I, l� 4WAOA *eo■•Covet w/Lo THREAM ENO CAP a TOP") SEE '� 'SPECS. (Ml9TALL 2''A90VE ~• -•.•�'-- WHITE SLEEVE INSTALLED / r-- f FINISH GRADE) SCH.40 PVC � / / / r+tEssvRt f ^\ IRRIGATION LINE-SIZE AS • ( (SLVPIYDJSCK LIN[ � / / / NOTED ON DWG.(WHEN MORE jy:.::• SHRUB �RAaE cascRcq �j ♦ / THAN ONE PIPE IS jiE0L11RED iMASTEIt) 20C / TOINTAIN ENDS. A MIN. 6 CLEARANCE DESCRIPTION OF REVISIONTwL WE VAL DATE PPR VE YELLOW ._^? ':'' •.I'� y D,pp,� �0'p,/ ' SIZE AS NOTED ON DWG, �/ SLEEVE PVC ��, CITY OF RANCHO CUCAMONGA 1/'2'PVC ZQE.wipL.E TYPE W M N 2 \� ENTRY MONUMENTATION � PVC T[[(2w) /y. RAVEN AVENUE AT FOURTH STREET •mss• :»: ts.s.T1 / . Y N YaLo X! •!..••�. S SCH.4O Re ELBOW •. 4*1 (MARLEX) :•• o�►a< �fLL��Ow sENsoR SIZE \� d!'' --- (MIN. 3Q ) vers x veTuBM y� I IRRIGATION LEGEND & DETAILS2 NOT[• �JA1�A� ve FLEXIBLE PITC HOSE • INSTALL VALW Naas W%ROVE 10104 GUM' "MEAL _ APPROVED BY DATE 7 M,d�' • tNSTSLL vAtVE Oa@W0fAsovE FMIISN on�Oc-sHRt»ARES 12" 9 ITY ENGINEER R.C.E. N0. ZZ 3 OULos ROW SENSOR SIZEDESIGN RE �1PLER . • ALL+.LIES ARE TO p*w"USE.(MN. 40 'ie",. •us[TEFLON TAPE ON ALL THREADED FITTLNci TYPE "B" M COMMENDED AIC DESIGN GROUP, INC. • WATERPROOF M.L.NIR[CONNECTIONS, �•�- AHRANNPICANDt.ANDSCAIfAACfRTECiSJR)t DRAWN ,. SHEET M 10 TYPICAL MASTER CONTROL VALVE W/FLO'W SENSOR 11 TYPICAL PAVING CROSSOVER M AIS JOB NO. 290-08-04 10 9 TYPICAL EIVD CAP ASSEMBLY of ASSOCIATED I�.ItItATION CONSULTANTS NO SCALE JR-84 NO SCALE- 89 (R- 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA NECKED 0111 DRAWING NO. 80028 TEL I4o.013)477-0528 PAX NO. (213)477-2813 AIC4--DATE41­0-41F 1343 L--7 ham'{ • �_�� BY� � s•� •3 Tl � S•2 • I S•3 s•I � �. - X`F `L 3 9 . w 1d� F • • �aLu • • • • • • • • • • • • s : 4 � I • • • • • • • • • • • F, - ', • • • • • • • - • • • • • i • • • • • • • • • • • • • 'x _ • • • • • • • • • • • • IV IV • • • • • IV • • °v � r • • • • • • • • _ ,� �, • • • • • • • • • • • • • • - HAVEN AVENUE - _ _ _ �, • • • • • • • • • • • • • • • • • • • • • • • • • • • (STREET WIDTH NOT TO SCALE) AO •f • ♦ • • • • • • • • • • • • • • • • • • • • • i • • • v. _ • - � • • • • • • r ;,52124 • • , tea. • • • qp 17 7 • • • , 6.2 • • • • _ t C 'j ;t .� . • • • • • S • • • • • a " . • • • • • A • ' F r' A • — • is fiT G 70N "'Q C ..-- --'ter` a > • . + t s i4 -' + _ r 1030 ry t _s Q •. -. —. .? ffi !w r.! r`1• r .•-...-r+. -, 1 !• •.��I�_^^Ai.'.n.. I "+-- • t-Pw"... . ...� .. - _ ... . ��� ✓. � ... .�. -+...•1-.•�,r4. - .- __. ... ♦ v . _ .. s • _ • FOURTH STREETWEST CORNER lhVCNTS � N.I.C. Y , a -�� ._ - - • ..., ,� .% - - ' .d.A , FOURTH STREET CONSTRUCTION INFORMATION PROVIDED AS REFERENCE FOR EAST CORNER WORK ONLY. PLANTING LEGEND RIPT REVISION AT PP GROUNDCOVER SYMBOL EEY BOTANICAL NAME COMMON NAME sT7V REMARKS symmamt ' BCMANICAL NAME COMMON NAME AT7V CITY OF RANCHO CU CA M ONG A f T-1 LAGERSTROEMIA INDICA CRAPE MYRTLE 36" BOX MULTI—TRUNK G-1 ANNUAL COLOR AS SELECTED BY COLOR ! 6" O.C. ENTRY MONUMENTATION. SHELL PINK' GUYED CITY PACKS T-2 PHOENIX CANARIENSIS CANARY ISLAND 20* BROWN TRUNK G-2 TRACHELOSPERMUM _ ASIAN JASMINE FLATS 0 8" O.C. HAVEN AVENUE AT FOURTH STREET DATE PALM- --- ASIATICUM 11SO—LOWS G-3 SHREDDED BARK MULCH UNDER SHRUBS PLANTING PLAN SYMBOL EEY flOTANICAL NAME COMMON NAME fiI$E G-4 TURF CENTENNIAL SOD APPROVED BY DATE 3� �— O, S-1 AGAPANTHUS AFRICANVS LILY—OF—THE—NILE .S GAL ITY E (NEER A.C.E. NO.QUEEN ANNE D SIGN 4ID. RE . MM NUE SCALE: 1/8" = V-0" A.E.J. DF„S�IGN GROUP, INC. J O S-2 TRACHELOSPERMUM S GAL ,�,�,..nc,M LA109CAM ANCOMMUM JASMINOtDES STAR JASMINE RAWN HEET OS.H./D.K. JOB NO. 290-08-4 —2—OF 10 S-3 RAPiiIOLEPIS INDICA INDIA HAWTHORNE 5 GAL "PINK cLCLOUD' HECKEO DRAWING��FOR PLANTING DETAILS SEE SHEET L-9 G C � - G No DATE 1 -343 L- $ STANDARD city of rancho cucamon a 9 DRAWING -Ity of rancho cucanmongs STANDARD DRAWING a* h � \� OOVSLI STAKINC _cfXavvl�qp "1f1V.I.T. twist brsa, /Ian QH iCNEwEO•TO 1 `� "N• • �xli' s� ALL ?REFS IN a l4 Ba pine stakes with gaIv. scFtEws T-Il AfKAS •fp Ala. bdq N • pine stakes •' long ltl �►�►+N IN 05149U 6 ' with wood preservative stain, stake a ■iniijum -� "WPIC61 UWj R►VV- A'F'00R• Into undfsturbod seed and align stakes 105TALLATiC*4. I &AAC5, afr- I to tenter lint of street. (use 12' .Mi'1Ril. TQ.f 1T A��/KD OLN►l. I st - Euca! t 1 ray. ro K T+ttsr cR Irwo P"�MA". Ott' p IL _rb FW r � NSIOPL vw� t' jl .i s 9 —kni EQUAL � � 1 nisl+ed grade �aAG✓AAlIzm.P�s mr ! � � CPAttr 1.1NK ;� = root or equal control planter NOTE: ' when required or approved I ALL SlDtUBS/GROUMO COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS N114 -- � of racks 2" In dla. wOTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. wme.& . rleNTttzP= MAO MAJAJ I 30'fault•4C"we•'Rr4'xS^J ;1� with GRO•►OwER PL __ rt I .�. ,oOVIV MAD HAIM _ _ SHRUB & GROUND COVER SPACING 30 • N TREE STAKE DETAIL mono 01i �'��✓ TREE GUYING DETAIL.. 60711 ter.- A TREE STAKING DETAIL W/ ROOT CONTROL BARRIER � T- 36" BOX AND LARGER = - �� �• -_ D 7) f'R I✓ �o f�R R l PE TREE GUYING � f: N NOTE: I. UNTANGLE MATTED ROOTS BY LOOSENING AL S �J- �=r l ROOTS ATWITH �•-� vl 1� � G EDGE Of ROOT BALL FROM HOSE. DOMATER k NOT CRACK T ` R00 BAII. 2. PLACE "GROW-POWER" TA ff Nj BS IN PLANT CONTAINER PRIOR T v, 0 PLAN � TING FOR OBSERVATION `- �� PURPOSES. b� Uj s� 11 a` ► ,i i h f _ 1 I w •k • 3 BERN TO FORM DEPRESSED WATERING BASIN .ri n PALM PLANTNG Ell A "GROW-POWER" PLANT TABS PER MANUFACTURER'S RECOMENOATION S BACKFILL MIX PER SPECIFICATIONS ELI 9 I CONTAINER PLANT ROOT BALL II I 1 PLANT P l I bhp IT TO BE (2) TIMES THE DATE WIDTH PPROVE • + OF THE ROOT BALL A 12" DESCRIPTION CE REVISION BELOW THE BOTTOM OF THE ROOT BALL CITY OF RANCHO CUCAMONGA I ii s�.� NATIVE SOIL '� ENTRY M ONUMENTATION 1 j HAVEN AVENUE AT FOURTH STREET f� 1 " PLANTNG DETAILS VINE PLANTING4� ry CONTAINER PLANTING , E B 7; Y APPROVED B'y DATE - ' - CITY ENGINEEF R C E NO DE�)IvN PliM <<. OMME NDi L, A.E.J. DESIGN GROUP, INC. L•J-i3 FLANNIM: A-401 AIWIPK A/[ARCMITT.(-fl'RF RA nw w•.rw....n w.n..... ren..w. ...�».. D WN �Z\ SHE E T S.G./D.K. JOB NO. 290-08-4 1010 10 CHEGkEC ,)RawiN% 'vC)• G.G. DAT E ) 34. 3 L- 9