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Dolce Residential Community_1
H- U w U Q R P L A W d. Q U 703" 0 Hwy 111 Suite A Z Rancho Mirage Q CA M70 -� ema8:info®rpla.net 760.324-2682 Z 760.202-7012 fox of wwwx&.net °- ConsvlRng }- Residential design o Conxnercid design Z ca.9c.4275 ad ,S Q�RN EI J a' CJ. 12-31--07 By RilingtOn COMMUnit'ies 1243-M qlF OF CA1.\F 0 PROJECT. w ' - APPROVED . a' FINAL LANDSC PA GE V PROJECT EXTERIORDATE:�b�I D, V) LANDSCAPE MANAGE!;: w w RILINGTON COMMUNITIES TRACT NO, 31071 GERALD FORD DR. AND GATEWAY DR. APN NO. 653-260-030 0 - o I.,AY„M DC V PALM DESERT, CA 92260 _ _ �'�' ` ' _ L D . c �` r�A E Cp w J Cn s a � w�� �nR,.-< ��T i~ il�: £s. 1 E'�°T Pani!ED _ - F .. a .4 b 4'.aJrYJ Yti..Y{ '-V iL� ,`�� �/ NOTE: Tq15 SET EXCLUDES GERALD FORD DRIVE. � Uj cc oAT�:______ w o � w � �9� S`pZ � V a e s w en O I Cnz -�•i.^x�i a !l f +9rAlCclYTIifIJ �"f/ ��` = w V Li ry . _ i LAAL CO L.L.! to � O w L U V SHEET INDEX VICINITY MAP � o o f PROJECT INFORMATION s Owner Civil EXO.1 COVER SHEET EX7.2 LIGHTING PLAN AREA E-G RA1 MD . . . . KEY MAP pec6 Rilin ton Communities Hacker Engineering 0 s g � � EX1.1 CONSTRUCTION PLAN AREA A-C EX7.3 LIGHTING PLAN AREA H-I � 30885 DATE PALM DRIVE. 68-487 HIGHWAY 111 SUITE 43 sheet book ❑ CATHEDRAL CITY, CA 92234 CATHEDRAL CITY, CA. 92234 EX1.2 CONSTRUCTION PLAN AREA D-F EX8.1 LIGHTING SPECIFICATIONS& DETAILS antAm 10 _ PHONE 760.328.0402 PHONE 760.202.1800 EX1.3 CONSTRUCTION PLAN AREA G-I � FAX 760.328.0172 CONTACT JOHN RODRIGUEZ _ 1 r. � r-ti o - CHO g CONTACT PAUL DEPALATIS EX2.1 CONSTRUCTION DETAILS hfiRAGE Architect EX2.2 CONSTRUCTION DETAILS Landscape Architect D iwa �� 'LEI:53 , Dahlin Group Rand Purnel Landscape Architects Exz,3 CONSTRUCTION DETAILS iiilwsr.u>t F Legi p L �� ; , QL Y � L v v INDIAN . . 539 SOUTH CEDROS AVE 70390 HIGHWAY 111 SUITE A EX2.4 CONSTRUCTION DETAILS WELMcFS SOLANA BEACH, CA. 92075 RANCHO MIRAGE CA. 92270 o - EX3.1 IRRIGATION PLAN AREA A-D ;� PHONE 858.350.0544 PHONE 760.324.2682 - r LEA L� �s r L FAX 858.350.0540 FAX 760.202.7012 EX3.2 IRRIGATION PLAN AREA E-G ,r- - - �J r L�= CONTACT JIM JACKSON CONTACT ANDREW SABOL �' a � ( ` � EX3.3 IRRIGATION PLAN AREA H-1 QUINTA �J L__JL_J L J L _ Utility EX4.1 IRRIGATION LEGEND& %. Butsko Utility Design, INC SPECIFICATIONS � , 26835 JEFFERSON AVENUE SUITE A EX4.2 IRRIGATION DETAILS -! �. IAU MURRIETA, CA 92562 �' EX4.3 IRRIGATION WATER CALCS. CARURJdrawn MLZ PHONE 951 .834.9920 proj. no. 0502 FAX 951 .834.9930 EX5.1 PLANTING PLAN AREA A-D These plans have been reviewed* by the Coachella Valley Water District in date 12-23-05 CONTACT LEANNA BUTKAY Q O accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section EX5.2 PLANTING PLAN AREA E-G 65597 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). scale NOT TO SCALE RECEIVED *Approval of this drawing by CVWD staff does not constitute approval to EX5.3 PLANTING PLAN AREA H-1 0 - encroach into district and USER Rights—of—Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and DIAL USBR easements or right—of—way without first obtaining an encroachment permit sheet no. EX6.1 PLANTING LEGEND AND TWO WORKING OCT ` 3 ry from CVWD. SPECIFICATIONS BEFORE DAYS BEFORE YOU DIG YOU DIG 0 PUBLIC WORKS DEPARTMENT TOLL FREE 1-800-227-260 ` EX6.2 PLANTING DETAILS CITY OF PALM DESERT DATE V97 A PUBLIC SERVICE BY w� EX09 1 UNDERGROUND SERVICE ALERT EX7.1 LIGHTING PLAN AREA A-D S"PeraW 1 of 23 L-17150 - - I I I 11 I I " O .- 11,, I � , I 11� 1-11, I I- I- I �', I I I I I I : �� 11 j==mc �, ,.1 � 1, � I, j . � I", :-I I I I "' ''' a 'i- - �,' ' - miii � � i �,,- �,--i i 11 ".. , ,,,,, '� I . - �,, '%�-� I ,I --,�� � - I . , -- . � �'-'-',T, - , -� " , ,-,,, -" � I i i,4,_-,�,�*,,-�;�,,,��-. - 1, - � I i a ---- - , ,, , ,�, � ,�:',� 11 � I I I 11 H a �i T�,�11: I - -- -- 1mJL;;1111Zn I 9 . I 11 11 1-1, =1 W I go -.1i �,,,-'1*,-�----""",""�,'�-t,- - - , � . 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N 'I j I - , INS] -�� - 11 ""J m A . .=� IN -- .1 I 1"Itl 6 101, ".,--- --� --ar",-. . - m A& -- -- �� F— U LL F- 2 < R P L A UJI 11 oT Q U 703" C21 C2;► T e U Hwy i l l Suite A WORKM � Rancho Mirage — _ - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - B oRE a z emdl CA 7 ia.net / YOU Oic _ WI) PA W51 PA W2a YOU DIGF C21 f w! Tau FREE 1�oa227-2soo W 760.3U-2"2 A PUBLIC SERVICE BY 760.202-7012 fox WZ I UNDERGROUND SERVICE ALERT Z TD7F cc www.rpla.net / J LOT 62 LOT 61 W31 LOT 60 LOT 501 ' W31 Consulting , }. Residential design PA � _ _ _ - -I I- - - - - - - - - - - - - - - - - - - - -I (- - - - - - - - - - 20 G Commerciai design - DOLCE AVENUE K- �_�_-� I z LOT 63 � , / , , o B co.lic.4275 WIi PLAKI QSCAP C21 W2,! 401 ��` 3R N E[ £ ' /PA 5CALE: III = 20' _ 0Ii .Q yG Cti�� Al C2,1 _ cr Q ) / LOT 65 OF CAL\4 PA t SEE SWEET EXI .3 FOR GENERAL AND CONSTRUCTION NOTES. PLC LOT 66 \ \ .00 \ \ / PLAN 3 F;4 / \ \ r Z O_ AREA "G" DOLCE AVENUE O � Q..) �lip I!m - J<C w C2) C2j - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - ® w2,, w41 W PA PA PA W5,1 W2l 2► W4;1 W6) W2,1 4c) W4,) W2� w5! ' _ ' 0 LLJ � W31 W3 W3) w51 W3) W31 i LOT 58 LOT 57 LOT 0 LOT 56 LOT 55 LOT 54 LOT 53 LOT 52 —� LU � — — — — — — — — — — — — — — — — — — I- - - - - - - - - - - - - - - - - - - r� — — — — — — — — — - - - - - - - - - r - -- - - - - - - - - 0 � z Ln O w I I I I i I ® ► I I I ® I i ' L.LJ F-- M 1 I I I I I PLAN 3A&C I VIA09 I I I 8� VIAJ9 I a� Li J z PNA�1-�9 I I P I 0 I I I ! F— LAN I I PLAN 4 I I I I PLAN 2 I 1 a� O _I J I I I I ( 1 I I I I PI and I PLAN 4 ( F pI AN 'A I I N LLJ n. cr_ C AREA F-11 specifications sheet book ❑ ci 3 }; v o o N � v � v u v O I.L FINISH SCHEDULE FOR EXTERIOR AREAS @ DOLGE a KEY SERIES / DESCRIPTION FIN15H COLOR SIZE DETAIL COMMENTS Ilk 7 DOLCE AVENUE PROVIDE SAMPLE FOR L.A. KEY I " I AP Nu - v�: GI 4 THICK CONCRETE PAVING MEDIUM BROOM NATURAL GRAY SEE PLAN APPROVAL PRIOR TO POURING � PAVING CONCRETE. v L v v v GZ CONCRETE PAVING REFER TO CIVIL PLAN FOR REQUIREMENTS � �.► �,r G2;1 C2 SEE %n ~n m 4 2 WI TYPICAL GARDEN WALL SLUMP BLOCK DESERT TAN (2 t b/EX2.1) 5 r_ DETAIL I -Lr ._ - W4,) ` O STONE VENEER COUNTRY SEE ` v' iv— — — — — — — — — — — — — — — — PA— — — — COLUMIN— W2 24 RUBBLE HORDEAUX DETAIL (4 t 7/IX2.1) FROM ELDORADO STONE Wbi PA W2) W41 LOT 49 Wlrl _ SEE _ ® W2,1 W3) WALLS W3 COLUMN CAP PRE-CAST ALMOND DETAIL (4/IX2.1) FROM FOC PRECAST SOLUTION 's W4 WALL CAP SLUMP BLOCK CAP TO MATCH WI r ®� 00ftl W2) Q I K V I SEE (2/EX2.1) LOT 51 W5,) W31 LOT 50 W3 3 C2 i I SEE DETAIL _ Q W5 GARDEN / REATINING WALL SLUMP BLOCK DESERT TAN (I/EX2.2) �. �- 1 i' PLAN 4 ! DSEE AIL I drawn MLZ — IRS r— — — — — — — — — — - W2 i W6 RETAINING WALL SLUMP BLOCK DESERT TAN DETAIL (I t 2/EX2.4) L i proj. no. 0502 - - - - - - - - BRc V I - date 12-23-05 PLAN I ( I PLAN 4 { —1 RECEIVED • i I I I L, I j scale 1 20' -0' OCT - _ ._ i sheet no.REA " Ell FU (_IC_WfD KS n� APTn.aG.JT CITY OF PALM �:Ic:Sr RT (� g �J EX1 92 P, 3 of 23 cn F— U w F- U Q R P L A CONSTRUCTION NOTE5 ABBREVIATIONS "' CL I.- REFER TO FINISH GRADING PLANS FOR CATCH BASIN LOCATIONS. BRC Hwy 1 BEGINING OF RADIOUS CURVE M HIE W2,► — — v � Hwy 11 Suite A 2.-ALL CONCRETE TO BE 5.5 SACK MIX TO OBTAIN A MINIMUM EJ EXPANSION JOINT 1® ® ® Rancho Mirage COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS, FC FACE OF CURB V41 31 - - Q CA M70 B.- INDICATED ALL CONSTRUCTION TO BE PLUMB AND TRUE UNLESS FIFE FINISH FLOOR ELEVATION I -� email: NoOrplamet OTHERWISE INDICATED. FG FINISH GRADE I W 760.324-2"2 4.-VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR FL FLOW LINE ENTRY 516N,SEE 760.202-7012 fax REINFORCING, BASE MATERIAL, PRE SATURATION, ETC. FOR WALKS, FS FINISH SURFACE DETAIL(15/E2.1)ON I z www.rpla.net STAIRS, WALL FOOTINGS, ETC, GF GARAGE FLOOR ELEVATION ENTRY PLANS " I oC 5.-ALL MATERIALS AND CONSTRUCTION TO CONFORM TO APPLICABLE HP NIGH POINT I LOT I CL Consulting GOVERNING CODES AND ORDINANCES. INV INVERT ELEVATION I >. Residential design 6.-ALL CONCRETE PAVING TO BE A MINIMUM OF 4' THICK, WITH EXPANSION LP LOW POINT I IO Commercial design JOINTS, AT 10'-0" O.C., UNLESS OTHERWISE INDICATED. LWA LIMIT OF WORK AREA too I Z 7.-ALLOW FOR ADJOINING CONSTRUCTION. PA PLANTING AREA W5► I < ca.Nc.4275 8.-PAVING AND CONCRETE SUBCONTRACTORS ARE t0 COORDINATE AND PC PAD ELEVATION COPING �' - - - `'! FINISH SCHEDULE FOR EXTERIOR AREAS @ DOLCE COOPERATE WITH THE ELECTRICIAN DRAIN LINE SUBCONTRACTOR AND PAD PAD ELEVATION Q IRRIGATION SUBCONTRACTOR FOR ELECTRICIAN, PIPING AND CONDUIT SJ SCORE JOINT UNDER ALL PAVING, ALL PVC SLEEVING SHALL BE 4' ROUND BETWEEN TBS TO BE SELECTED r- - - KEY SERIES / DESCRIPTION FINISH COLOR SIZE DETAIL COMMENTS �Pst.DSCAp£ PLANTING AREAS, CROSSING PAVING, FOR LANDSCAPE USE ONLY. SEAL TC TOP OF CURB T; -o ( 1 - - - - PROVIDE SAMPLE FOR L.A. ��p Q UR N E END FROM DEBRI 4 RECORD LOCATIONS. TDW TOP OF DRYWNLL 4_b W4) I I GI 4' THICK CONCRETE PAVING MEDIUM BROOM NATURAL GRAY SEE PLAN APPROVAL PRIOR TO PING l 'i'p Coif 9.- ALL HARDSCAPE SHALL BE STAKED PRIOR TO INSTALLATION FOR FINAL TF TOP OF FOOTING PAVING � o y (, ADJUSTMENTS AND APPROVAL BY LANDSCAPE ARCHITECT. TG TOP OF GRATE `" I G2 CONCRETE PAVING REFER TO CIVIL PLAN FOR REQUIREMENTS I < 1 TSW TOP OF SPILLWAY LOT 72 7 TW TOP OF WALL 4,_0, I WI TYPICAL GARDEN WALL SLUMP BLOCK DESERT TAN SEE (2 4 6/EX2.1) awo GENERAL NOTES WL WATER DETAIL """_" �Q GI 1 o I 24 STONE VENEER COUNTRY SEE Sq COLUMN RUBBLE BORDEAUX DETAIL (4 t 7/EX2.1) FROM ELDORADO STONE ql� I VV3 COLUMN CAP PRE-CAST ALMOND SEE (4/EX2.1) FROM FQC PRECAST SOW TION OF C m- 1.- SEE CIVIL PLAN FOR ALL TOP OF WALLS, TOP OF FOOTINGS, - - WALLS O DETAIL STRUCTURAL CALCULATIONS AND FINISH GRADES. - - - / W4 WALL GAP SLUMP BLOCK CAP TO MATCH WI SEE (2/EX2.1) 2.- PERIMETER WALL SHALL LAYOUT ALONG PROPERTY LINE UNLESS OTHER DETAIL SEE WISE NOTED ON PLAN. " a W'I w / O GARDEN / REATINING WALL SLUMP BLOCK DESERT TAN DETAIL (I/EX2.2) 3.- FOR FINISH REQUIREMENTS SEE FINISH SCHEDULE ON SHEET W3) LOT V / BRC—/ PA O RETAINING WALL SLUMP BLOCK DESERT TAN DETAIL SEE (I t 2lEX2.4) BRC o N CIS yv PA W5 z LEGEND m >: RG / - - PROPERTY LINE INDICATES ELEVATION / 1..L z SETBACK LIMIT L2. INDICATES MEET NUMBER / 0 - — — — — — — — — - EASEMENT INDICATES SECTION - - - - W2� O B � Pa W3,► U • — - - - — CENTERLINE INDICATES SHEET NUMBER 3 s'-o" J INDICATES RETAINING WALL ice-- Q L U_ If INDICATES GARDEN WALL AV LLANA PLACE 6' �- INDICATES GARDEN / RETAINING WALL ' O LJJ • I INDICATES STEP IN WALL AND / OR FOOTING. NOTE ELEVATION 1 CL O I � Q ' BRC �' I a, L.LJLl 44 MIN. P.V.C. 51 FEVING UNDER PAVINGN 4C7AAz (� (FOR IRRIGATION 4 ELECTRICAL, PROVIDE 2 I _ _ C) W SLEEVES @EACH LOCATION.) BRC I „ LOT 67 WFOREa BEFORE W w I-a3 PA I YW DIG W U HEADER BOARD, SEE FINISH SCHEDULE FOR W31 LOT U } I TOLE FREE 1-800-227-2soo Z EXACT SPECIFICATIONS. W2► I UNDERGROUND SERVICE ALMTCU Ia I W a -- — -- LIMIT OF WORK CI) _ CI� L Q W4,1 I EXISTING WATER SERVICE. PER SEWER AND " W5,i � - - - 3 a - - - - _ M LILA WATER IMPROVEMENT PLANS 4�_0" Q specifications PA ♦ EXPANSION JOINT 4I j- sheet book ❑ 0 TOOLED CONTROLLED JOINT W41 LOT 1 I LOT 68 I o b° 71-21 I 1> I 20' �� v o 0 0 W5► �. I-- - - PA I EL - W2l — — — — U V V PA Q' 3. 40' ENTRY SI6N,SEE m I I SCALE: 1" = 20' - 0" _ DETAIL(15/E2.1)ON SE V I I _ 5 5 v >5 v SOUTHERN CALIFORNIA EDISON EASEMENT NOTES W5, I I o KEY MAP N � - 1. TREE VARIETIES EXCEEDING 15 IN HEIGHT UPON MATURITY SHALL NOT LOT 2 I I ` C V' L V BE PLANTED IN EDISON EASEMENTS. I LOT 641 I V V 2, ONLY LOW GROWING SHRUBS AND GROUNDCOVERS ARE PERMITTED a I I a ` "In In WITHIN 15' RADIOUS OF ALL EDISON POLES. I 5'-S" I C: 40 3. OTHER THAN PROPOSED LOW LEVEL SIGNS AND THE CORNER PUBLIC L - - _ ( y in Bin E INSTALLATION, NO OTHER STRUCTURES ARE PERMITTED IN EDISON 2'_0' W2i W5) L_ EASEMENTS ON THIS PROJECT. PA 4. 6' MEANDERING SIDEWALK SHALL BE ADJUSTED TO ACCOMIDATE FINAL w3) EDISON POLE LOCATIONS ALONG GERALD FORD DRIVE. FINAL LAYOUT I 44, I- - - - - TO BE APPROVED BY CITY OF PALM DESERT AND RILINGTON COMMUNITIES. I I . 5. ALL TREES SHRUBS AND GROUND COVERS TO BE ADJUSTED TO I I � I drawn MLZ ACCOMIDATE FINAL EDISON POLE LOCATIONS ALONG GERALD FORD CI) LOT 3 I 2'-0 PA LOT 70 I - DRIVE. FINAL LAYOUT TO BE APPROVED BY CITY OF PALM DESERT I I C - '® 1 , prof. no. 0502 AND RILINGTON COMMUNITIES. b'_7Ul L date 12-23-05 A MArCH I - - I scale 1' = 20' -0' F- - - - � sheet no. OCT _ - T T EX 1 . 3 AREA I AREA 4 of 23 NOTE: I I" TYP. REBAR AND FOOTING PER STRUCTURAL ENGINEER a 4 PRECAST CAP - SEE FINISH UJI \' rrrrll■ SCHEDULE FOR SPECIFICATIONS,w4ffArmm - (KAI WLIDLINGFIt ASSOCIATES INc, Kral .�,rAI ( ) �;1�, 11(F1TI>LiNCaT,T2 11SSC)C(�.T'ECS 1NC: �n' WFLi71.TNC�)'�R ASSOCi:\'I't?,S INC `-' ck7N:<tli 7 fNs':l:NalNi',E:n3 CgrisuunNc;liNG 1NLL?KS k'CN3U).TING I.NGINAUPS rl,.i :,,r, , tea"• n Ilhif'I'1M<.',IiN,r'PS rno1:-T ' p r.:tN.T1W" littiSS •.n�Pr`�- TJ .��W...-.,- TO ACHIEVE FINISH WID H R P L A . -.'� _..-,_ _,.._.___.----_u.-__.__. a TS¢LDw'11HP1?PnT:OM De9art MeadaxY ❑ D- Mralowe __ _ CMU BLOCK- W - NIR;,t Y., T ::: r _..-_ ._ _,_.__._. ❑ Tln.r,pHQNn LOG Gnsl :,rJUL� vex ri 'fEI.P.PH"1K]LrJ::+ ._ r -- .east w.rt 2eea7.2f4.0' .,.. "'- •, n aaY.6PAa.4:.GU!d Nak ... 7H3f200a ., amA1GR5"pOM sr -. Mk a°7rt3nlooa _ _. _ ,_� _� ._.__ -.___..._.� ,>vr•n rw-,,: a" „nr._- rncx rr - 70390:>rinICurtlOTn. Cn5Lf. R.C,.'n).R'! 2aso » rns,calnor „_.._... err U STONE VENEER - SEE FINISH FINISH SCHEDULE FOR EXTERIOR AREAS @ DOLCE N Hwy 111 Suite A FneStandingPilaster°esignl8.8" 7.1(gnTYoeA) v ' S�.,t.l n.S:: tzr," :,r ..�tr.�. alr,7,e_e.r'� Choc Cross-SoAlki z SCHEDULE FOR REQUIREMENTS, 0 Rancho Mka e Wall Proaertiss Axial Loads, ' Pilaster Haight above Grade.h= 8.17 ft Axial Load- 4733A The M SERIES/DESCRIPTION FINISH S COLOR M DETAIL CA't•IENTS I Z 92270 MASONRY PILASTER DESIGN Depth to Top or Foundation,d.= 6inches Equivalent Solid Thickness,(= ISMS Nominal Dimension(sq.)= 20 indres Axial Compressive Stress,is= 12.29 psi W A FOR - Masonry Strength,t'.,= 15f50 psi N PRtOVIDE SASE�� enlail. It11 acne♦ special hlspection? n psi(Vi Radius of Gyration, 5.67 C I 4'THICK CONCRETE PAVING MEDIUM BROOM NATURAL GRAY SEE PLAN APPROVAL PRIOR TO POURNI6 'J DESERT MEADOWS Unit Typo= N (N,ft.L=NOrmal(Default},Medium or Light Weight Units) h=.> 35.7 < 99 PAVING 760.3 - __> F.= 174.6 psi ...Section 2107.2.5.1997 UBC Uj Longitudinal Reinforcement: 4 #4 Bars Flexural Loads. _ C'1 CONCRETE PAVING REFER TO CIVIL PLAN FOR REQUIREMENTS Z 710.=-701 Z fax Yield Stress of Steel,fv= 40 lord Wind Load Moment,Ph0V2+do)= 981.2(albs - - in PAodufarRatio,n= 25.8 E0.Load Moment,Foh(N2+dsp1A= 4562.8ft4bs <==governs FINISH GRADE Wl TYPICAL GARDEN WALL SLUMP BLOCK DESERT TAN DETAIL (21 MA) � WWW.f�ia.net PiiasterDimension(sq.).t- 19.625 inches Palm Desert,CA WallWoighLT-= 5ribpif <--includes welghtof2"alone veneer Uniform Pressure T4.53flat \\j\\/\/\\j\\j\\j\\j /\/\\/\\/ \\/`� O r STCNEVENEERCOUNTRY 5EE \/\/ /\� W2 2a CAIUIRV 8O2DEAux (41 T1DQ.1) FROM EiDCRADO STONE A./ / / / / / /- / / / �` / RUBBLE DETAIL Consulting Width,b= 19.625 in \�\//\\//\\//\\//\\//\\/ //\\//\\//\\//\\//\ /\\/ O SEE Residential design Wind Forces - Effective Depth,d= 17,38 in \/\/\/\/\/\ \/\/\/\/\/ /\ Basic Wind Speed n 70 mph ...Fgure 16-1,1997 UBC \ \ \ \ \ \ \ \ \ \ \ „i \� W3 COLUMN CAP PRE-CAST ALMOND (' -I) FRtx'1 PRECAST 50LUT1Q( Prepared for: Occupancy Category= 5 (Mlscoilarteoua Structure) ...Table16-K.1997 UBC - A,= 0.40 iris \\// /\//\//\/ < //\//\//\�\/% /% WALLS Commercial design Exposure= C SEE ...section 1616,1997 UBC p= 0.00117 •//\// °a. e \ ///\ W4 WALL CAP SLUMP BLOCK CAP TO MATCH WI (2/DQ.I) Z Wind Stagnation Pressure,qs= 12.8 psf ...Tablel6-F. UBC k= 0.218 ...Equa!ian(7-33),19,r)7 UBC, \/\/ _ \/\/\ O DETAIL Rilington Communities \i ° ° \i\\i\\iRED COCRETE FOOTING Height,Exposure and Gust Coeff,C.= 1.06 ._Tablel6-G,1997 UBC j=ry,f,= 091.6 ...Equation(7-35),1997 UBC \//\// " / / ...Tablet6•H,1997 UBC Compressive Stress in Masonry,fy= 51.6 psi ...Equation(732},1997 UBC %,\i/ a - d a °d > /i / ER STRUCTURAL ENGINEERSEE 09 a ea.Ne.4275 by. - Pressure Coefficient,CR= 1.2 Allowable Comp.Suess in Masonry,Fb= 247.6 poi \ < d \ \ \ W5 GARDEN/RETTINING WALL SLUMP BLOCK DESERT TAN SETA0. ( 1) Wind Importance Factor,I = 1.00 Tablel6-K,1997 USC 95� COMPACTED \jj. \j Weidlinger Associates Inc Wind press ae,P=C,C.grlw= 16.03 psf ...Section 1620,1997 UBC \/ a a° \//\//\; W'o [RETAINING WALL SLUMP BLOCK DESERT TAN SEE (i t 1/D(2.1) 2525 Michigan Ave D2Combinsd stress Ratio,f.1F.+fdFb= 0.44 < 1.33 Oi SUBGRADE y/\\//�\� DETA� Tensile Stress in Steel.fs=Earthquake Forces -- 6494.21 psi Santa Monica,CA 90404 Seismic zone= 4 ✓/\/\//\//\//\//\//\//\/ A^ 310-998-9154<- h Allowable Tensile Stress:in Steel,F.- 26606.67 psi \ \ 310-998-9254<fx Se smic Soruroe Typa= sa Lap Spllee,ld=rnax(0.002dbt,,40db)- 20.0 Inches \/ \\�\\\ Closest Distance to seismic Source 7.1 km Importance Factor.I. 1.00 .,.TablelS-K,tt?97 UBC Moment Capacity. Seismic p p At Allowable Mason Stress- 9520 fWbs ...7eblet6.1,1997 UBC �' Description Page No. Seismic Zane Factor,Z- 0.4 At Allowable Steel Stress- 8759 nibs <•^94Verils _ V p 8'-8"20"Pilaster Design Ai-A3 Near source Factor,N.= 1,12 Tab1e16•S,1097 USC STONE VENEER COLUMN W/ CAP SECTION �_ C , B'-8"32"Pilaster Design B1-B3 Neer Source Factor,N,.= .443 ...Ta le16-T,1997 UBC A Seismic Coefficient.G.= O.A48 ...TablelB•0,1997 USC Equivalent Plowable Pressure= 155.50 psf ■/'� Seismic Coefficiem,C,- 0.802 ...Tablal8-R,1997 UBC Shear Capacity, SCALE: 1/211 1' ^ 0' 1 - Hatiw blel6 nlal Force Factor,a,- 1.0 ...Ta .0,1997 UBC Shear,V- 1.00 kips .71i . 1z-s Ilar.rl 9rrY - Horizontal Face Factor,Rs= 3.0 .,.Tabiel9.0,1997 UBC t;,s Vlbjd= 3AS psi 12-2 QRpefssloyV h,1a= 0.o Sf Deis \-V - �r,0 G�IlUF f/ ' t� • Allowable Shear Straus,Fv-vt'm=' 38.73 psi No Shear Reirlt Rea Seismic Pressure.$=spice RP �1>3��v$- 49.69 par N0,S4416 \ <__ -I" OF C Minimum Farce,F =0.7C W 104.35 psi -governs •"'flvs * P lib P * maximum Form,r,-4C,IpWp 596.26 pcf _ GAP$ETWE�I BLOCKS PRECAST CAP - SEE FINISH sr sucltt�° a'%f 11 SCHEDULE FOR SPECIFICATIONS. 9TE of ct'f 2-0 SLUMP BLOCK CAP s'-s"•20"PdaelsroprooJ fOpun9,xle $'.a'.20"Plusaler-apr6ad f0pting.xla I' TYP, 1/8"MILGORE '.1'METAL PLAN VIEW bBX6'Xib'GONG.BLOCK WITH 1/4"6AP. SCALE:N.T.S. ■►into■ WAVAFAM vi�i■■ V 1 WA WrIT)L.IN(3F'1 t ASS(-)C(•'�Ir;S INC ��� �wrslnl,T�Crx nssaClr�l rs zNC �i�� AlI':II)LINCFR ASSOC:IA'I't:S INC Pl.AGE EXP.JOINT5 AT 25' STARTISTGP WALL AT O,G.OMIT AT WALL REGE55. EXPANSION JOINT-LEAVE 1' r7PNMATIKG RNUtNRIMS C'ONSIICIING LNGINP.RRS - CClNSUITING ENGiNU IRS - �e ❑ ,aria„Nrht{N.r,'rr �T - _ STONE VENEER - SEE FINISH D.fMMextle`r6 ❑ Sfha't tNGNlN:i'P_' Pao{n<f --- n Ltl'151':(�C y1V•,1'lt;; nei+�T -�-- - a _ C, nmLDnnssy.=r.1•lai•k - aeserkMs.dmra - DeamnMeaamsr = SCHEDULE FOR REQUIREMENTS. oal,artueee lint. Pm-. 1rrrVxV1yt�?' {ti)1l RRR Pixel p P:Q1.D t)R413w hri�^i: 'CM14INUC.IPnx _ 26504.214 01 .._ Plx•F - G 26507214-0t n �P,Lrirri-lie LtaG 26507.2taei tY ❑ �aLGPHOt•Ie LVG I x ,. ^- lea," rnx "-' Ta-LP<iC1•tII W❑ ,41eNp rnx Q r+/ ..n:G nlJ:rlt •.^.' xY UnYR :: ,... � nr W.Ta•' - r arna(ew,tiDoln MN 7(i3rLo06 7l132006 .�...- --•--- - n xna,n„",5xaum MK r �{eu.ak4,UVA: MK 7J1Y20PB - w .._...__._ ,n,:4 -- oP •-^- rT.r. "r cNccreant nnru Inn, ap u ❑ ^'•Slut+NfT3a •�+xxnmtr uor€ j\� n I:iSrrCN ytOr?1 cl,=c<soer •'5'ri I;l -».,M._. :.r.31c:1;NC]B5 - _ .....__- �i'�'_.._ -.-..._. � - - Q Oesian of Foundation - l/ -� C SH 6 A E Spread of Fo o Piallcm es Eroo Standino Pilaster Design f$'$-1.1 km Tvoe AI 3�"C,fZv k>Q..(„. l 36 Eck crows-Section ts1 - _ I INIJfI t71�F�t�L Waft Probortiea Axial Loads, - - -- z Density of Sell,*(,= 120 pcf Pilaster Heigh above Grade,In= 6.17 R Axial Load= 10343-8 Iha SLUMP BLOCK Allowable Bearing Pressure- 3.'i33 psi (113 Increase per sal$report) Depth to Top of Foundation,d,= 6 Inches Equivalent Solid Thickness,t- 31.025 Active Pressure= 35 pcf - (per sails report} Nominal Dimension(sq.}= 32 inches Axial Cclrtpresslve Stress,%- 10.34 psiCoefficient of Friction= 0.4,5 (per salts roixirl) Masonry Strength,V.= 1500 psi Stedius of Gyration.r= 9.13 _ - _ _ _ O Depth at Passive Pressure to Ignore,ion= 1.00 ft 1=f"fl`l l'("�I I I 'T'T'I�I I I pasy,jye Pram for Level SoN: Special tnspedbn 7 n (yJn) h'lr= 22.8 < 99 _ Unit Type= N (N,M,L=Normal(Default),Medium or Light Weight Units) =m> F.= 182.5 psi Section 2107.2.5,M1997 USC _-� I I - I -)I )I ! lesessess- Allowable Lateral Passive Pressure= 200 pcf (113 reduction per sops report) 04 Sets - SH /� -�I I_ III_i i I i 1-�i i O MaximumPassivePressure 1500Per at 7.6 ft able(18.1-A),1007U%C Longitudinal 4 FlexuralLoadO. _ FINISH GRADE Yield Stress of Steel,fy= fig list Wind load Moment,Ph(h)2+d,)= 11581:1 Itdbs Ko for level graie passive pressure= 1.67 Angie of lalernai Friction.¢�= 14.d8 degrees EQ.Load Moment,Fph(hJ2+dsY1.4= 99714 ibibe <==govens Messier i4ahm,n= z5.a t�C Cn �GONTINOUS FOOTIN6,SCORE Ins,e PrgSglim for Sloolrm'Sol; _ Pilaster Dimension(sq.).t= 31,625 inches - Uniform Pressure= 101.08 psi GONGIV.TI.1 VDT1N6 Cub ly /� G�yYp Wall Weight,y.,= 1193 pit <-ieigiM Jml'•,{+..;.. frtr��;t'c tat 2•'t�nr.,, yr•,•;q� AT L/�r.JT./Yt/L'R Trv✓►Li.. a� V Slope= 1000000:t Allow'ablePasshre Pressure for Current Sbpa= NA per (vale,etrom Soils Reporta"NA"ift�Aveilst4o) Depth,b= 329.38in - Q Wind Fgreas Effa ve Deptll.d= D.381° STONE VENEER COLUMN W/ CAP ELEV. WALL EXPANSION JOINT ~" Setback= 1000000 0 caa +,t ;Q cos' Basic Wind Speed= Tn mph _.Figure t6•l,iti97 UBC R,= O40 In Kpfof Current Slope= 1.67 ,=u+s/f• Occupancy caw"= 5 (MiscellaneousSuucu(e) Table/6•K,1997 UBC p= C,00043 V vraB- kris'17'"�s'V Area of Soli Wedge for Level Grade= 23.2 Iris Exposure= C ...Section 1818,i997 UBC Area of Soil Wedge witinout Setback= 73.2 ire setback check=0.6454972 it ,..Tabfo16-F,1997 UBC k- 0.954 ...Equation(7-33},1997 UBC Wind Stagnation P.�assure,q:= 12,6 psf j=1-kl3= 0.954 ...Equation(7-35r,ig97 UBC 5 SCALE: i/2" = 1' - 0' SCALE: NOT TO SCALE Z Z Area of Soil Wedge with Setback= 23.2 in" Height.Exposure and Gust COON,C.= 06 ...Table16-G,1997 UBC Compressive Stress in Masonry,fe= 68.6 psi ..,Equation(T-32),1997 UBC Ratio of Sell Wedge Areas- 1.00 1.2 Tablet6-H,1907 UBC Allowable Com stress in Mason F 247.5 psi tested Passive Pressure for slope and setback= 200 per Pressure Coefficient = R rY• h= Wind Importance Factor,I.= 1.00 ..Table164(,1997 UBC e Wind Pressure,P=C"C,aq.i„,= Ia.03 flat Section 1620,1997 UBC Crrmbined Stress Ratio,f.1F.+fbfFb= 0.33 < 1.33 OK NOTE: Depth to Top of Foundation,d,j 6.0 Inchca REBAR AND FOOTING PER Thicknessl0epth of Foundation,D= 12 irlaus -qe Tensile Suess in Sleet,(,= 26666.67 psi •Df VY ENGINEER - 'Nikith of Foundation,R= 34 tnctws Seismir.Zone= 4 Allowable Tensile Stress in Steel.F,= 28688.67 pal QK_ STRUCTURAL I URAL G•IR7INLLR , V / O Soil Profile Type= 9c Lap Spike,1,=mex(0.002dbt.,4Odt)= 20.0Inches Driving ForcO: F(Ibs Arm ft) M ft-Ibs Seismic Seems TYPe- ALei p 9Th Arm 5588 Closest Distance to Seismic Source 7.1 km Moment Capacity, - t_00 ..,Tablet6•K,199Y UBC At Allowable Mason O z 7 1.17 6 Seismic Importance Factor,I... Masonry = 19461 nibs P.11.wnu Sofsmlo zone Factor,Z= 0.4 ...TaMe18•I,1497 UBC flan soar 99 O.a2 41 n » ...Teblel6-S,1997 UBC At Allowable Steal Stress*+ 9451 tWbs <_governs Near Source Factor,N.= 1.12 SLUMP CAP TO MA WALL _ Tablo18•T,1997 UBC 1102 5608 Near source Factor,N.* 1.43 -EcP,ivelant Allowable Ptassum= 182.31 psf � � W , Resisting Force: clephuf Pow* seismic Coefficient,C.= 0.446 Tablet6.0.1997 UBC W Vd„ 4T33 1.42 0705 Pasture to 0.802 ...TaWet6-R, USC ShoarCapacity, a- V Igrrore,e, osy osv, Seismic Coefficient.C"= A�� W W, 1204 1.42 1706 l'l ow you RR u�r�-R• Lij k d 'ry:, Horizontal Force Factor,ap= 1.0 ...Table 16-0,1997 USC Shear,j= 2.46 psis VJ, 32i 1,42 455 3.0 ...7able16.0,f4137UBC fT=VIbjC= 245psi Z Z 6259 6866 t Horizontal Force Factor,Re= 0.0 Allowable Shear Stress,Fv=NfM= 38,73 psi hear xw-f Rog 0 � ~ � J Passive Pressure; P o I P. ( 1 I � � P 7t O;tT 12 i Seismic PressureAp=a 1. I 1+3hA M(,= 67.38 psf C N . . • Q p msc 0 0 0 P l J (/'�sr.�. ,B-�) :7LL W 71 12 a Minimum Farce,Fs=0,7C,IpWp 141-61 pet <_=governs R L-C L.,IV E B,.J �y� Factor of Sarah)Against Sliding- 2.62 1 Maximum Force,FR=4C4Wp 808.61 Psi FOR FaL.H4/ IREHM Factor a'Safety Against Overturning= 11.58 OK W Axial Load,P= 6260 Ibs - > Moment about foe,M,= 32TO f l-Ibs OCT SPeCifiCatICN1S Eccentricity about Toe,e{= 0.52 It Eccentricity about Centel'.is,- 0.69[t > B16= 0.47 it - Maximum Soil Pressure= 2818per Qx_ PUBLIC WORKS DEPARTMENT FINISH GRADE e'-a"•20Htaslar-spread looting.xis ar•s--32„paasiar.spreaol°oung.xta e'•a--32"Pilaster-spresid faaang,,aa - CITY OF PALM DESERT $ • book " ❑ Z CONCRETE FOOTING 111-1I1=1II-III IIITIII=III- cu ANGELUS BLOCK MA90NRY FENCE WALL SYSTEM I 4_-III=III-1I1 I vrIGH %rRC0 WALLSYSTEMSITE ALL /■■n/.■ �,�RIr)IAN(1f.,:T2 ASSOCIA'YE5 INC 8'-8" MAX 20" SQ PILASTER - -- II I ° %% COMPACTED SUBGRADE r;c,NSI,J LT 1Nr:ENGINEI?R5 - WR 80 MPH WIN©@ EXPOSURE C I I III .° .'" BLOCK CO.IN W! STONE VENEER r,1aAaetBi`WlaaW)RaA1a4RMd-1d0aASF a rmr{77NG x;NUTus �'"°4'r " +INcr n+s 2RtLONA41L•lAilRaf.A {T%P0PO PSTv.73a PIP I I-I 0etaa Maadmv:e 4.RS RI:7BM41)UTsrBMW4O 0RAs W.411ys. U "leer.❑oaiaiu,S•I'IOcr .e.awua.:e.. n..as - i dSl75AR/C-,EGSA%V2NMAbW7l71ES4 M?ShWtt.:R -III-_ _ _ _ u -nLotIcNPixic scaor•2u•oi _� _.. DESIGN CRITERIA a-wtvERT ra4sAEdBtoRB6AvotAdO� -11I-III- -I -III-III_ c tau Xolr%lu r, MK >.rR uisa�asa t.Design Wind Salad:lOmph(Exp C.) r�n'akvv.PUTGp 6, amass yLaw CY.p'J,4 frk/5177.91tb71d T aIMPFlaxaBrMY•rrr�l�eantmslt:r.rkrrill. x 2.SObmlc Zorre 4,Source We A and t) - s.aa,.awr.ec krisRenr a n tJ: Prmdmty7.1ken Will&FUORNGBEVlHFUR5')7)OAYLtGHr I i- III=11I-II V U -- - 3.Masonry Compressive strength,I'm= a 150 psi(Hag-stresses used,special ,. OR /� Kau IOU® Ika[1 - t f Design of Foundation Inspection NOT required) 20"S4 r '„-•,.. :.•:- - ORCO WALL SYSTEM alas �1 - a 4.ACike Soli Pressure Dd = J 1W , rJ7.S:)'rWfAk !Fl Bf�trl4k:K •/�J TYP GARDE WALL W/CAP SECTION sae d oo9ng Prooarties 5.Atlowablo S00 8oadnpp Pressure= - 2 Density o•SDII,q,= 120 per 2500 par Increased by 1/3 C•7(i 1 !/ TI I n r1( CAL t J l / r y p C• 2 iri 7 ZrB ri0 /t 8,Allowable nSoilis Passive Pressure= ,•,) f J�t l C. /C.!1 1 A I_ l�A L L iJ L A TIOf V..� 1 t� GRW fd1d,E516 OR E6tBCNt' ,y 47�r ,1•.a• .--- SCALE: 3/4' � 1' - 0' � � U_ v 15 Allowable Searing Pressure= 3333 psf (1i3 increase per eels report) 3uU pd rocurxxi by 1J3 GROUT SOLID • VERY CONTROL Active Pressure• 35 pat (per sons report) 7.W.fcient of Friction=0.45 JOINT ALL AROUND coefficient of Friction= 0,45 (per soils report) NOTES SECTION A-A 1 AW7Fs; Depth of Passive Pressure to Ignore,d.p= 1.00 ft -. ! 7 1.Relnlorong Itch shall be deformed NOTE: E: t M-Ivd Prcesura tOr Lnva1 Sal: and conform to ASTM A 616 Grade 40 OPTIONAL PILASTER CAP sm.PsarisfmN,.SP1tTFM>r SrunPpµ eg¢nt7,GftpL'6a[Our - - 1.GYA'4C'ae7,i&rxrrSPHl1 L-aMRpFN rDnA1CS1D.,71•f.ORbb Allowable Lsrieral Passive Pressure= 200 pcf (1/3 reduabon per soils report) fcr N4 bars and emallw,and Grado 69 t_ ' tAadmumPalssivePressure f500p$f at 7.5 ft able(ie•MA},1997UBC for 06 bare and larger MnyBP,A�o SEE PLAN FOR EXPASION JOINT LOCATIONS. to •*•l tvn'rXaa-nfa�x4s2'f' 2./XValff6AVMO71WRWA art AWr(1WAr7pT-liq K.for level rode sivepmss+lre= 1.67 2.strengthofconcretetarlowngs= rNcdaB•wcfaRla"kavB s..r,Oro?•lea eryc�fl�.wnyaPevonraltoPrua - p 9 pas A A Llg7) 64UCASOF1191 P61S4CF POR71AW aVW.VWA octtir7xffr to Argo of Internet Friction,II- 14.48 dogrees 2npnpaPi gg 2a days 1 V 3.Control.black shall cmnkinn to UBC _, +r1AY7JBr.'Isa tS lyV.UL He l:i7 ef9AW.9.PMe B1(or Sl❑bing Soii; Sid 21.4.Angus SloA Precision or ag,�awarrnewlfxaaaeavr� Ali7KA6aA. CZ4A10E 0$sa ISAMID""Oa4DOW AND xrb Slope= 10GOO1 :1 SPla Face,wibi atwthoulmonadess h!'ryLt9reAtT9)1rx net 9ru OSANDLARG tOtDr940MCPWMrLAP Wt4a'FmftAY ) head jonia(Inbrrgeand-groove ends), 20"(NOMINAL) RE A4048.vAOYI4LMI*IMNpr!'RiMA79CR4ae+0 Urt Atiawable,Passive Pressure for Current Slope= NA pd ('Jaluefrom soils Report or"NA"if Not AvaltWrl) or 3t•1a USFAs s1n PY445tuAtP RfBg4A4p4BaW OLlME7r1f1AP,R7RGrfAAFA Fa as _ Otumpetone,(TM)brills may be used SX X14 B VFNF.FR �v * Setback= 10G0000 ft ns'(-m.'4 +- Bx8x14 BLOCKS q . K.for Current Slope= 1.87 K, dean'- v` -w� 4.Matter shall be Spec Mix Type S GROUT SOLID �QR � r a �& _ p bran- cus`jT•-cos'y PraMMidod Mortar as manufactured by 9 N4f1C1rffKWAlyax C Area of Soil Wedge for Leval Gr<aia- 23.2 in E-2 a Inc.,cotaras g to Proportions Ixf > C Area of Soil Wedge WittiOUt Setback= 23.2 in2 setback check=p.6454972 ft and requirements of UBC Tebla 21-A, b x�tWrittv1yuj= OCfAt277WA RLnTU"ierr Area o Soii Wedge wfBt Setback= 23.2 in' UBC Sid rem5,s of USC 0lo 2 �rrote Venn mWf,"PItM1'r#m'�` �`� CONCRETE PAVING i LL&bXCRUCWWBa MUM Nt�R&W.LaF� 1/2' FELT EXPANSION Ratio of Soil Wedge Areas= 1.00 6.faa,lstadlcaNnrmtoIJBr:3id29:iq - r ralrr_v. SEE FINISH SCHEDULE lusted Passive Pressure for slope and setback= 200 pcf aria Uit Table 21•9, Sir shall have a 1cu JOINT WITH DECO SEAL = tlmBaNs �srvo Strength at 20 1 f2M.2YARfrJrPMBrT rU JYPMtrmm rpa•.trelPvrthua+,rr, FOR SPECIFICATIONS r tee'dtv�TYPBSprmRrARNtmalaYrsMaeusMtOvacrABLE'ACL YOWPI 6.Firer manse N hnak shaft Udell MAT E he Depth to Top of Foundation,d.= 6.0 Inches ponniaed to bawet set in concrete.The 8r-sir R+ yK,R d . PARR S4W(110tr hTFfa.=414j AI .W AfS slatsV ThicknessfDeplh of Foundation,D= 12 inches concrete block oh.ed bm sot a Ifin mi 4.1" VtKi (MAX) f2rrtrr:imR.ra'lrAaf Da.1U) P•RRrsstm(eRatr,uarrnvrMvaAfars ta'v61 rastvet 1F 374'ant a.max a'.112 Mb the W-r,7f1W LD5EMQrrS WALtLLwlllalrnA'GRWr urWL WAiJL7tD Width of Foundation,B= 42 inches concrete floating within 30 min of pouring SMU WA efrR7Aig2w D raROow Wily OVAtaR tMmmcret, - J .S7.W.'.iyfrlM'ra•7rzcolSrrusirm DrivingFarce; Fgas) Arm n M nabs S+sW.cr W7cwslaxrlitiowwrarmut 7.Vedl:al cone of joints shell be praoed L� / J� / 9.&,rX vSK&I my hemr-sef r."wtI.to t-Y2"wx.)INYm 4 o drawn M NP, „, 2175 5.58 1214T wherever F tester rmerseels block walls RI Lf.-.I(t vr`.,T tI /' i .�i IX t� nfi PO'VOTMiA�frt Pw3 ssavAOkaen) Srger a d o d. . dvestt2 1.1T 13 a.Cod pmrornos rim nosed onrod 4-tf4 Dow=Ls �./N C ��MM �N TIE t I _ prod. no. �5�2 i AblyflrPJ4CEp Jgerrh2Jt rsX.'fmP 7PIe TRpAgyYtPE'N7gm aafOUndeli0n8&e tlC9igned In a000rdence _ e dv❑.•a' 123 0.42 51 n NOltK INTO FOOTING 7 _ &OdC:PrGRD R07arKET7ID86R;RElAYJPIG d wiadder Onrin dated e T. NO, .31071 PALM DESERT 2310 12211 Sudden Engineering.dated December R d .m.A00rf/r'CHraRONOOUlACITI) t9yf0 taUCgrfINdED Resisting;Force; Depth ofPassiva 20.20C2. -�• -� .....-.• I�; N4T1/RaLsod.ORriYCY1RPAC'fA49ttKRTHAMN/ga=I \/\/\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ W 103" 1.15 112176 101 Pleasure to QPOf ER4f t i z-III t W� 1836 1.75 Ignore.d, osti4 0.5vt \1857 ,4��{ a.r,y�9 t 'RRn'�c71N //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\ ' date 12'23-05 \ \ \\� d, G 1 1 SfaRteAaRSC'!lCleroer wlrOV'f7rr.4atKA7fCA OrpI \ - 12a99 1874 Off,,StO m tvAar afp7rr4muxxfxucfsxwpt 7vrRair AS NOTED Passive Pressure; r 1 P I PR �e�rc9 GNMIRUI,�Fy� 6"(±AiN) F- C��pS SLr} a !- tz aVu4Mdacoinn LlaN sArAweioxORi,0XIP7Hf / / \ \ \\\ �\\\\ \ \\\ \/ AJ NO I CD pPR a pal o } �� 13�e� PxF 12-dr_FvfrB 1 a �\��\\ \ scale r, � ti ^1 � «!Ks¢7.LgNI, WkA lSTpaL•STNdD3 LLNiE0. 68 15 I. a� OFa,S Au416 4 ,T 1V"tl ys R 4R 1 {r Exp.05/�PJs * �tx t RL1Ee Brn�,lelac-- a . FactorotSafetyAgalnst511ding= 2A7 gK Jj.S7RUDTURA�Qe�� 3"CL -f TO'A�yr.- •.--a••'• wAeQ��� �S '�I ��} Factorof Safety Against Ovedurning= 1,79 Q( gTFOFCAt}F� 3-g46OTr. (MIN) ., r, C .e ' sheet no. (2a'LONG,E,IN, ORCO BLOCK INC. 4670 RU77LL: ST RiVERSiDE, Cat. 92509 I � �' q5X COMPACTED Alder Load,P- 12499 Ibs Moment about Toe,M,-� 967T ft-lbe 7 f. t 951) 685-1527 I'�1 X, (951) f 19a-4295 p Ly NO,31z * c = �� SUB GRADE Tf Eccentricity about �- Too,c,= 0.77 ft ZOO`(MIN)SO---•-►� sxr It'S, \ Eccentricity about Center,e,- 0.98ft > B/6= 0.58(t DATE: 07/13/06 •-- •--•••- s}" 'DESERr I PROJECT: DESERT MEADOWS SCALE EX2 * Maximum Soll Pressure= 3075 psi � - i $'_r-32"PilasterspreadfooBggxls LOCATION: PALM DESERT,CA NTS k 1 50 PILASTER W/STONE VENEER - SECTION ' 6' PGA WALL SYSTEM - SECTION TYPICAL PAVING - SECTION 7 SCALE: N.T.S. SCALE: N.T.S. ' = 1' - 0'SCALE: i 1/2 5 of 23 V) F_ W d�?' hilt�'r>4�f ORCO WALL SYSTEM SITE WALL TT llmothy S.Maiil:t-Oivll Engiriear rids: 'I'll'N Title' .tu:9 i FOR 80 MPH WIND @ EXPOSURE C Dsgnr D:r:¢: I:13PHl. 11 aUE.00 7irrori'•y S.P:Nai's!s-Ulvil.:nS;:"tie; Catr I I:�� 1'.l;il u: Ono Block Inc. Orc o Brock WC. Usgm': `/ f2J/C ,5, : ,+391 G;r�/,Jr •.:y� ..5,, �r��4rrl ill: i,}CJ!/ •' Uescrpttort: Des::ri ption: I WAU DESIGIN 17dJSi{ES � � 461D cide,a SL. 451,• . RSvarsirie,Ca.50509 Scope: ;ilvciside Ca.3050E Scope: Q ?FR,1,i,'1997UIRC0, ?aaj,C,;IC 1909)635-1521 __--- .. ._......._. .. ... _ .._........ ... i809)"c86-1521 ,__.... ..- .-_ _--- - ---'- W R P l A _....___.. _._,... .. .. _._...__ 1=,'.__..'."7r..._ rmYtnN4crr,lr'ow /'9r.,t-A # .4" .e • 'qw,."F-S ;r r / , ^ - I ,.,•ewer. '.yyM i ..•tie,vac:o . -tic 2' 7E1$rr i• I tJ- �,.. / . //J d,fit 0ivt, C Uc.F✓r'.f l ,%" . w.�. 1 J , r-cavanvstt. s.,a.n-+a•-:sn,v:.var ,Cantilevered.s'�8talrllnlJ Wall DZs1C,�n c,,gc,,nehtualit.atuCnlGWaCgrr„ u.u.xN.oatt4u.v<,k•:.a.aa„n•rwa.w,rot Cantilevered REt^olI1SnL�•tir/111 Ce5:lJ'n ryy�„=,G-�•�.� CL D001av Rr'mUlk _.-.• ,•-..-__.____.> - rr� �arw,..•+ aA.r rrrr , awe,em . r r_-�•-•-- Q t AatOwJ11tVA54 8f55Y .1"fi1r /,-r `c - Description Orcc Wall System 6'hitoh tract wal: for So mph Gxp C wind conLlilicn Description Orco+P,'2'r'3ystcly,G high tract wa!l for 5u tttl:t+�xa C vein)condition 2ArloarAece;arExArat�mrxtssrrAt ;sn.cr 1:%irill7csigl.Loads: �- ' . ::/FP1.! v�; ct',. l r"i- TiUn,.,, J00N AE1t,rCtarrSiaM171-PAO1141028 Deus - _. .-- _ ._. _. ... .. _ _ -.- .... .__. .._-..._.-_-- - asarAvratvN®a7=:eaAae•ra%arrawanavara+ratN -_...,_._...,•-- -- - . mwoFwfon er;ANommust -For a 70-ripli wind:C)s_12.(i psf x.75(Or 1Upsf I dn.) tO Ps! - - _ in - --- nt , __ ..._....__........... �/_ „��Cr 1'y� � � ) Criteria Still Data � 'Footing strengths Dimensions Summary of_urturrt(rt &Ftacistl i) orcesW 8 Nlaman.s Hwy sU�e A S 8F3SPRIC•101eE42M4AEQV7APEaStrA2rL•. y-r - / •.:-=.�+.xxy .. :aa>m.emaanu m.oraea.ouPxr r --^ "••--. ,••'-"" '• ._.R=S' iss nrr�ce 6.1.aQdP5r WWAWY07P#PEWRVSRTERM ' 4ctwnud t••olghc ' a.3ft Art•.w$6,8earaly - =.1,500.0 Rif fu:c 2.00tl ;tN Fy_ OD;,&.� ....GVFRTU3KIN'G..... Dire , Rancho Rage - OltLONX406109AM41140 rsttFa7JersSTsrFa�'o-RosPKfaeaM5a2'etlelt+KIYIJ`. r K ,,_ •.7 Equivalent Fluid Pressure Method Min.As% = C.012 Furuc litstnnce htument F I I - I I - 1. 4 c7 1,' r B,7 - 4_x 1U Osf x 1.3 X 1.0=S.1 psf Wau la qnt aumc sal: = 6.33 tit _ _ ._ _ ___ eRcmraonxaYleveRrstEA __.-, _ _.. - p ,- . HPe'AQ1P,ePfeR lM 3OX TooyvidEh - Q6Lil limn, .._.._a,R ._ fr r:ae _.-____-_ CA 92270 b■ �a.a Q j RDira @,Exp C,P,-i.06 x l0 psf x 1.3%I.(',-i IA r'sr "mull_vr.-Wx. = 0.40:1 . Tnu Active Presatue � 30.0 51Ae1 VOKA.1 „ _ 1:ta - /-�,, �„' �j? /_ t //' t / } rit+sl,\Give Pressue la.S O.4n t!,0 5uil Ovc,Heel 7a1 ,-i9 Sit r,�• r r i .` �/ + tieiylRc`$uil¢r,:rTut = �AGin irasaive'rruaa;.ra - 15C.a TulelFeocln-gLVd�` - --2:'17- _ c - f �.a . 1.=Owfe�E=&All L'p#t3ay7O WSTA21-1 CRCO ir..f {ri i' I,'::"= :'� 'ci(,/iY j 1, ��c?fVLj . 370 Z✓ _ Vtiot:r hsigh[ovar hee! C.OE Toe Active Pressure . •26.7 , CA4 •l'i•_ Sloped Over Htad J e�nQ�. 1 �.rrCr sfaAsea:lirOA,9WFAC£scNwm,09116M OcirROX i',; :Js, / J - - MAYAELUM rot a 9D ili h wiud:()8-16.4 'sf 1t J5"'12.3 p3I' • t Sr,;i Cersity 110.00 pcf . 1':ra6ral"Ira.".cnr:,x 12.¢�.lJ SurclnwgaOyer Too ; $u:rt,alye Out:Hts� - L0 32 2�82 H 17.R70Rt1P-93R4R r,F24• 2.CWrtRET9Rs1 F1xILAGt4NLL Otrl MR!'eYF1I1v1"/r72-fI! Z- /�'ht n/,C• FuWin91l8oil PAC:.o, 11.3d0 = ,g J 7W..7L4'LVOL Key'NIdL: 0.0C:a Adracan:Footing Lead FuOa L.oeo ._.-a/cWtYCAbe J9"loge 007YSID70J,V2 MRTS6441M W MA aAWWMOrl-Y2 Wind on iiPJn = 15.0 asi Sod fr pa:tttc`prtore Kay ieptn 0.00 k• a.r,= 101.0 4.SD 481.9 •+.un` -CF C. 12R X ,,..„..-. for aasivetIlafe ra O.0 IIr+ Atdet LYlha:.oad AACreae C i'' �' 23 bf x 1.3 X 1.0=9,`1 3 --- P Key Notsme tram Toe O,ci)R Lust:r 'Stem Above roil r Sea Over ,e a. rm Z W caceorsarrstrerrrRstctcxw7r4No NK+rrsiaaica,Fcwr ExFI3,T-,btx l g' P --:`" > _ www.rpla.net roAS0PCIMPInnA4ePo-MaM9 -- adt.,,IcLiatw y - @ 13xp G,P=1.06 x 12.3 psf x 1.3 x I,(1b�ga--___-. F r Cover 6t Top = 3.00:n., u1rt= 3.c0 aA - x teas r r ,o0 34E.909 3} r� �, Surcdtarge Ov = i 19frNFMtlNSS!'EF1.5lWiaFOefaldIIY/A/mCON7aaN R7 >__. _ [Stem Construction Tuyl Btam _...,..__...._-_.-...... .. _ h s� NaS7D171N!'RAaWORf33aewr A I MAJACAC 7A0rM SP U EVVVW GMMMIO �- F- / I Le19IQn Summary T--- ilraRl Viceg i(, .. - t/.-- /'!-O/�q,'�r;a��J.0�(� = •.3 1'� �anrseae,a,..wcx,:.aur:,ra 'SiamGK Total .110tl U.T.M. " 4ti5.8 �.zn sternTrayric:u„ aT'WCL9rarCaS)ASTLeCSru ASAvnlaxtletl+ldvmtadnRanMarrart�aaAce4o ir,;urn N,f.{,L ('r: / = - 21-Ld LWAFSM MRRVW Rr�+wA9nIBa4A�7I4PfYTE1tuP709auada9. For a 90 n'tplt,wife):QS-20.r8 psl�x.75=15,6 USf ` Tate)Bearry toad • 71a!F,s Uexign heign: it- 0.00 FooOnp+/vegM us.� �.cs 35Z.2 � Consulting ` �c _ / l ._PoStltantao.-. Rasistin rO•rarurnln, Rnda t N3 • ,,i3 it esak M.7:rti.+l puove oi.k" v P,W;0.00 S 3 y+Ao WS �a m• T'ekes 9 = �4 Ie l n I aids vaeJ oil Prstaun.- 7 4, rug V rt G rap I an 9( uRRat .191 a 01111, t'zsrc�woew�r�'cca3a i _ Ven..nl„ i.nera a ,e p ssu,a utiasi _r., p SEU19 a a TMaI - --14. RNL - -- -- _- design vArlCN iris toorY @ Esp C:,P=1.06 x 15.6 p3f x 1.3 X I.0=21.5 psf n Tea . ,122 pot OK .. �ieL _ 5011.Pressure(r11 ' ' M ea 6!' �. •rr, tar Soil `-• A ;.. Rt3s{denfiol d f.O'19ria7Rdr%itAVALL 6a'IAVOMA RWW9 SOND _ �Allowablee Heel o Pot p.¢Uar)'laced al � 0 LP OK 'Rtbnr 5paak,g .24 M' 1^ •err•o a{ CtP re c�roL' re 7�a.3 0e ?04 C ffl CCR1/1fe�Cla� n n Ls PA7T ut'MM Aeienntr.tswnn'OrlyOFM6CK"Ur0. C- oWalot ,r O/L �i 1t,,�r /';t'•arh SUJ Pre°sure L¢ss Ti',an AI?oyraWa Design CuW ° Center =• z,7 aAft.SAorLE'lscUYl;ItaBYstTRf117fCRm+RsrL4tc&sOt3D c"})cr'C;f: Y~ r�-6) + (r1,? //•01�•J= ! l`� Dv Ac:Faa Tog E Aye Psi ;lu 8«taR=,_........... ..-u.';'-. --..._._.__..... ......__ Q CC.NC.427E ored ti I, r ,.C-' 4 -• ACI Foacred,a Heel C it r.oaurlm. Seiraivc 1")esign Loads: Y � ' 1• Total Furl�SP.rtirn •,Us' 106.9 X.U99Y.EPr4CSMMrAR tT:WLaAV=TAUTAD. arty = / I . Footing Shca:Q To¢ > SApsI OK �,ont_.Actwil -fwt- =734 21•A jr A1Rr'CosaaWTV ARINfir"M M 4-1/2A4RTSDert3 - to"SlAu A,44umt: : Zone 4:Z=AC Non-building Structure per UBC 1634.E Fr,4:iny'Shear. Hat'. 2.3 pxi OK -., I - -374,A .. ................ •.....__....__ - hlwntud Jdluv,aUa 9 GWOAr"WAVXTEA0a70tEJPAATr>:VWW3 , Wall Stobbit 7o4I .Shear...»Aflow:d psi 4.6 . 1�PvowFt Aaarac =i5141 pa,urmtyOYtTMt27cAR;37J8 l3ilCMVEL:F -414 1;?9,t -71t2le"m ;y /L ,f Wailritihhity fiance• � � 9hear....lJlow:rf>le pal 0.0 � � . L Overtcnirg '•1 tSs OY•• pa tvclAorLato zoar} isms 9AassatxbvmtaAND9eeexrm+ysmDCTai Soii Profile S(a,b,o a,and£}so Gil - !�G f 1J 1 1 } J Sliding ' _ 2fill OK ' OurUcwefupABOVENt .,n iO.Ctl �, um51WAFsafficaNr ro�tlO caw dswrROW YAM � . � o5,/�Jyr j 1r/,��!� v= jSd•Ji ,sir/��,')//ia)w=,?4e(e A �+Iiallta Cairo tVesaal Coinporsn:usedj ' Etar Lopr11aot;lii:t.t+4V tit.ln• 6.OD "a W,AOlMD IV AWMAX Goo GItour'7tow wrings!' ll.. ,� .. SEGIrlCA7molit ifEtm1niGMriL ';s S Kni frail]-I Type A, source:iU Nit- lA 0- '--• c le0 J!0 ` Sliding -war wil ht .-_.-- .... . 4a,it •, .^..-------_............._ _. . ��1 a!A•, taiarat Suw fu(ts -'lOfi.B tits i9 � CAP �.tt;1$S,tUBtfGI_ y,( C9' R Iet:a 104•h'9se::e Force= 133,3 tbn Reba(Depth d' tin= 2.41 ` A AaDidifertsilratiN'Ser(404Wk 701-412'11tx.)JNM ,r, ;Pt ,,, i' „4) ," ,Jet=/.2- ^•^-- im 100%rrtaon Force. 214.31hn lvllowy nah•• .. ?Wr0a11W a41t IMWAOrM60ARICr30040*'k Pon PSI= •,cu•• C�Q 4�RN E( 'API I eamsrmCWINSR325 fe4LAFTR1007AlSA7a'OeeWHUJIRpyIYe/RADi.AMSA3e .. -J y, /mya NAUDRoBrU tmaear7TlrTRenmrffMWNs. Taerc_Dre,V-0.56 x Ca x 1 x%V =0.56 x,/.7 9 rx;.0 x W= ,x4 W AddndForce RP-q'd = D,r,roe oK &Oq MOADAWT O9 it WAV*WLAWla. _.,. __,..,-. ... - Fs psi• 20,000 C.?� .._!u:f-;,:t s!a';"Lhy o:J ih•r OK Cv f-•»•-' rµ KWu,YA„Nra,r'bllWOrdDAaORovr0 ia10DTaRtnD Wall Solid Gnnlu:ty _ Nocn .i .___«....-. ._.__,«- __AG ,>p,:Cial Inspection _ No Q A f� Atr2utA2 sae De cwtixalncl�Aat w1mANW[xRM Orco Nall Systcm block wall wezghts pcf s�a6re c"UOt.lot:6r'�.v:t!d'Dlocic.using joint r �__-.w •"'r ?r• � � ! � �,F°otir.!y_op'ig't•�'wul.=t�.�e7j Modblar Rabo'n' = 2S.rN irr a.AA� G Dl•r.' k//1 G 1_ J.rJ J�!!i, �f'>/� e',A7FA C_- �! 2 t' CYkfPACIrONAr.ealt'x t'4infovi; L.Clitpet•lJBC 'itd.2!-tO-NOi7nll31)t:alms,Wfltl�x"01l'edONl,`t'tdvrll;r,El ttt.aA y, - i 4 � Farttf,Wriasuuru - T1,50 t�s0�id Gquh.laYdThicarm k. 'at= 1d'!0 I QZ Q" _._.._09 RQ+rT LLY?. b 1111111111111111111111111111111111111l • @ / 11.MWrradialrM 70aFAfTEe AXMM 11INl PANAW steel. , I'. t"'�rFv JAY%. ��.•Q'n li9..j ,.fJJ��G <'•t!'q/G /G. o� Nit':l,Ipward = 538 3fl-A Masanry Rlark Type=:Normal WP.iq;r % > �( ~FOR S17WAN tACfi, P.`•.e. ,V,a'::ae.Yr .rd _ 120 132 1-it Crn,eratn nafa -.___... .__._.... .-.__....-... ., ......- I 12-31-07 IN SA'AWVBAF."ro9rWHNwf!'it2 VgwvHtmxunv , ftMirud2tiLEiiIGC/t tb'AiL s1TPAf/Y1r1waa,« ^ "'I�' ��:'s_'' '`gv/:tCi I ';y2�` 41 F .,lS�dr rJ2t rc per= tha■.e Der 6"grot;ted r' 43"o/c=39psf V= x39psf.= ps. Ly 'ra Q �-'G t 1 ._..,_....__---«;_...... _ -�' Ac:Del t-I1ray Snex 6.40 2.27 psl `y P51 '2-23-M Ixt. 12.Fait~trAY7RCe3)JN OWA116140'CIic0920,0xIF1W •..._•'- . 1 Ir12 :tit .e ?H.t I I , 2 r '!'+� -'1f7 ; Alrav 1�Vva}•Sftaar = 76,03 in.Qapvi atlt■rACCCPtablO$rxasaapaCinyR j;, Osr - ltaLc rs roeesrt aW 4niTrrr r - 3 •hv. y P.7,* O'S t / ~, //.3 S /7. 5 _ paF•-a /u L " r g pS��,�,•�,•,; 1' 11'r?:J: • �� Cc/ 7� /^f. .r '� i •,5,Sy;�: I lO'•'� l�ioe n?alaforuru = nena 5puc'd ;feel:Not tea'".MI':<S'Fr �l �\ t %, f",z3uted till t0 tic s 4U rt f V:•_x 40 sf"= e8�`r^ - - "<+= r C 242*COyT �tv gill. ,, 4P /FAO f4,- .•X ( ,...�,,ar.,, _ Key.leinhu.:iaq _ NcaveSoeCd Kay No keydeRnad � VF \ A` �`� _ e ( t 7 t .r0�1 o,4k'e\l � ?-/a,t,P i Jam. ��:r' ar tilt /,5:,41)S:=' ,/ ,el S r'- -_ 4 " FU j 1'•� m i" ruutc;d c,:i3"tilt=42(at: V aid x 42 ps:(,'-l;J �� qC\�d%1]_ yi k, 9,3 zv /C, r_r / 7,51 r•. J, �Q" cSgr.,y� 1 ,+ "' 1 a 1A §':rf �, _. 'r' f 5 41, t KLIrOir yq`•� aCt1cSiiE��,r t- t - qi 'al•.''.'. `7�', �� .r.1,4zs -RILLiNGTON 7R.NO 31701 �, i ¢ � I y!�,.` k 1' (A_FK� ,1ylY o 1114, FLd* en.Es•sx-2ooa pACMOFSfRT 6"nrou'eu Lr'7t,24"o/c•-nh 1}8I° V=!a•4 3 X 4a p5f sf.�^^=-v - 4q; ' 't\i w' :�l %yF...,a r/ 7j /j ;i (/. ru u v /' ,, a �' '\ '4�yap�HY` G4fr\ f_J..'%n l" �i' ,+',i FeS° r.g�da.'t`v iS25 m II N �otl r°.. ( ,, 0 y gy f w\;; -....__I.• _._-_..__...�... _... ;_n.?, k)y t T!. CE31825 as CE319M y,,Ie l oA, ot:tedlri 16"0/c-48 t i' it= t> Xrl$t::i_i li'TI aXl1 + I.: _ Oir�r'S" 1 5. taut 1. is ,rcat 6„.. l7 rh .___._ ,. .''�- .) t t�''ti.. +. ')i:� I >JO.:nr_,�i' I ` C r4�'t'a �+ s t5,I�"�`:C 1S:I",kill,-r;tilt•-. .e r/ >SxJ <3 (j�,r,,,= 1.,71-5 .,a-3f/:;r ...��4i: '. r. , t.+c u0•. ^ , oe Eve caoe .;: j{c L'tip.lkill V a�/r t:F[; t:?'1} G313 1, h t: tit �3 * Ckd ter%J / t1 1,, �_ 3- Z S 1V l�, GARDEN WALL - SECTION ';ir;ti"I, __._... ___-----'-��Fx,� ;zr3 . . t.ry,1t *}(!I F I,� rF D {�� 2 • '�.%1,1` l +19::,.w ,. d` i V i,1-�:/.ri• F t._. ��-- - SCALE N.T.S. ;,,;,.�,,��,':. IV11 -.. `{.[,,:^_aL\k•: .~ ,tFr� .Gh�;:r" Tirnuthy S.hAall'r -Civil Englna4r Thts: Our 2" AP rm-I$Wwstnrrran■nulNPVCMsx TIMOTHY S.MALLiS CIVIL ENGINEER Title: Job11 TIMOTHY 8,MALLIS CIVIL FNOiNECR Tine: Jobeun rltdOTHY S.MALLIS CML ENGINEER rota: J19# D■ Darr.10A8Aal, t9 APR aA J Oagnn Datn; f0 08AM, t9 APR 08 ORCO BLOCK INC. ORCO BLOCK INC. Desc�rgAtion a"o'ra'roarow`oa'rr"lwer'o""e"'ar'°`as ORCOBt:OCKIh'C. DaBm: DaW:10:�Abt 13APR08 Description: A590RUt'ILEST. I F I MMMA05MWOSMOa-1x Description; 4810 RUTtt.E$T. � L'egnr: nzla: 1:'.4PM, ?r.IUL(ZC - , y4 '+ERTRAR 032" AVIA S0R10°1°l"s''""x'a'A0ef0 "Si1� 4310RUTIL£ST, C. 0iur;lt Inc. ;)oso:Iptlun 4510 Rutll,_St. C3 5' O/C®CrMLR a' almerwuwx rruwr mn mtwgmmaira RIVERSIDE,CA,92609 xI: l: 6-CAMW/24"Ma! FOMMAI,mn,.auo+lomrommmumimeno RIVERSIDE,CA.925D9 BWpe; RIVERSiDE,CA82509 Srcope: Stop�r kiversidU,Ca.SOSQ$ Scapa: 'Q N Exr 1rrr0 9'tuL -WIOpooewaA4wowninlJpA6rwatfmmiocpmw (961)6BSA621 _ (951)885••1521 (951)655.1521 _ _.. ........___-. -.--. -- �._ ---.. -- _- . .,_-__-....... 1309)686.162-1 � o - DEIOw. A%1%" '0Wfflf AftAI0A""AAA`_1a Eno i10W -___.. -_ ,. .. .. .. .... ._...... .- -. ram: A�brM P + ....... __,.__., ...... ._-____... _.... .._._._.._.....__ _ \�• m AaladrAnnllasfa. ' Page I ',:rernmal,ear Yo,B•.A.72.J,.K1a.nmv -.._.. . ��,xwasweaa.las.o.aa :a^_w42 Cantilevered Retainin Wall Desi n „ P 1 u ,..771,Yorit,'J.Zh.,..'-U � l 9 Cantilevered Retaining YUai!Design g g xr Cantilevered Retaining Watt Design ;,,,ra,4BkMI, :,.ar..,.er..r.....e..a■■.a�°.a.t.� j�w!a,wa - Page a > kit tarr¢tafu; �tn^.rosao em,mna c nog ! ,0 slim d° went -■■A,Iee,�,2e•I■e•,i,n■�,nnr■saarrr art.hW-WI.Vw:t,1.2A�_.,°a I1 Pole Embedment in Soil oXora. _i%kcc-cxl�la:i°�r,R ioeal9WaG"Wa I WIAIPIVAe v. �,, .__...,_yz,,,,,a,,,tiW�N _ ,..,":,._,,,,,..,.__;,r,�,;,,,,,,,:.� .-----•�,.�..x.1=-r_.,r,a.erx,,r:��.;i'l I is me WA Description TA 31071 Z RETAINING Wt 8'CMU WALL ON TOP 80 C WIND • Description Trench rocti:-ig for 0'high block wall 60 mph kxp C wind condition) 9. WM"-,,,,mxwc,r,,,,,wW-AMMM,�, Dttfyt p lorl TR 310,1 2 R£TA! W/A CMU WALL ON TOP 00 C WIND Description TR 31 a71 2-8 STAINING W/5 CMU WALL ON TOP 80 .WINK L(y t£VEL SAWFaI WaYA'XMISRMaaAtWlleIWMtCJ1oy. •-,....- - •ri t' ' NING ' "R - - _._.. _. __ _-_.... --.._.___.__._...---•- So11 Data Footlnq Strengths 8 Dir91kt1alOAft _.__._.._.. ___._ ��-.. Criteria Soil Date Footing Strengths&Dimensions Criteria_ f x -----__...--•-----_--._ -_ I. [S"ummaiolOvertumit aiR�sistin ForcaS&Mtlmetltq �N� - __ �xq , LING %Y,'Y' .rAariA.'h'J�' 6i.�• h �■r.NW�tl i+l �■ti�M.-�IeA16Wr0,01IO Wdri .r.a. ..,..nro,.w.x,.,..., _..___._~.._ -_.,, (-9:T;,r':f ai�w•9r:["YYiM nnitlth.7:M1.Utym e,'Aiw:�:�k l'1•ik�A.'�„i'ngrAf:>+,L2"e•_,�C?,000. a iq,.r@�A3a ',• .Gerienllnformation Retained Height 2.COtt ABovrSa9BwlrinR • 2,000.Opsi fa• 2,L'UCT psi 40.DOOpsI ... ....rAESISTING_. RefalnedHeight " 2.5'7ft Allrnv3oi18ealtng 2,000.Opur fc= 2,W0 pd ry= 40pOJf2ei raw•'ar.>y..,>r ,rA�+rptx--a�.:wc,'"'"""-""°e"-•"°---'••^•" -..:`' •"'=°®"" 01P�-�'''_"�""'ru'"':'"'r" '_---^-calm "KK - N�. .3�0'y EquNaR Fluid Pressure Method Mn.As At 0.0012 FnrurAVEOtatenu G,,.•Momortt Fours Olatanca MefMnt [guNolaM F'tdd Fsesaura Msttiod fdn Aa 6 = Om1 Z Atilt ,it Pxssivd Iea.M pcl Ate,litu;Dads.. _ Fy = _ _ Max Paaa;ve 1,50v.D01ef Pont Load U.C6 Ibs I '-) ( Wan tEalgh{abmesoN = B.00R Heel Active PressE9e . 35.0 Toe Wbft +• O,OOft neitA be ft R4r W$ ._.It _.._--114 _ _ Heel Active Pressure « 35.0 Toe lido 0.00ft 111 Slope Behind Wall = O.J'J I t Taa Active Prestwne = (t0 ....---- _.. ..-..__ - .-.-. ._ _ .-._ . .- slope Behind W, 0 00�1Toil I,,.-.-I-i" lir.•l tamer '033 disteridu froir baxs O AOo 11 -1 I I • Hool VJiddt x - 2.60 Head Active Pressure = 167.5 I.W t yr,b 400 Over Heel = 403.3 1.53 _ 0.8,6 Paoaiw Active Pressure _ 0.0 Haa1 V Go& 2.7E r'oIa:s FEsGtangular I ` Holght of Soil over Toe . 3.00u% Passive Pressure 4 160b Total Facing Width - - 2,00 _ - • „ _ 'h'Idtt! te.0001n Distrhutali�_w!d 16.3D9rR Soil Density 710.00 f Waterhelgmamhead 0.OR SurchiNveOerToo . 0.42 Su AatOverHel ,r HrtlgrensitynloYerTae 3.Ooio PaarJwailiftare _ i500 TaWcraOiickne" -Z7'l O �Wit 5014 Density 110.00 pet WEten F,vwdhl over heal OA R Y Po Peeing Thkkvataa '- t2.00 in Sureherpa over 7aa suronarga Over Heel ,_ 0 300 Footing T!adatss 0.00 r distanrey lu urn 6.a60 n „_.. 4 2nerz 41wl1 . I•atrturgtisoli Fncdon t 0.300 Adjacent FrAin Lead N ectnt Foatin Load = Fol]hol 1sotl forms rar D"M 10.e0i ra_ _._..A *_.... Wiind on Stem • 16.9 i Sol height to oars ,to Soilage Roatraity ,. Width .1 0' a ,, �' '• Y11rx1 an Steal • i6.9 pot Sall ho1pM to IOrass • distance to bc«om 0.330 f: O 2<'O/C aXla CMU 541l9 Ps � . Key Depth T 0.00 In Added Lxsrt)I Load Axial Dead Load on Stem = 0.00 for salve pressure = O.UO fi ' 0007, . ..GRW7C•7 w/NO SPC.t, hN Pi��PraaaOra 0'OO in Key owl a uo ben us - 4.00 rl an bn8 8o11 = 101 4 B JJ VISA Over Toe � DW*nm 4p7l Toe O.OD 1t lasses- C) mr _..... ..._._._._-.___....... ?• AlRAkY.'uw rvr Coverrg'rop - 3.00in Gaunt. 3.00In l•trd�Al = boil .. Comfh Top • 3Xor Q on- 3.00in to :' Summary - I ---'- • --- 'V SAR O t'"di" _ SoismlcLosit Rurcharos Over Time = T sue b1d __-_..__. ..__ --- !^--A•CArL f(R.0 1TFlGH7 "-- Tn stem 2rrd -•----- Stem weight(s) DesA n summer Stem Constn]iction ._.P. _-_......... ........ nsitlo ° D.28 11E.0 De n Summa�Mr x Stem Construction °p-- htnmdnts ri urta.a.,. I t7 v '_ alvmott St«nak La1ln Seem _,�.• 'erne,.iotalxt:aalw,xur�F.Aagc9r.M��r., deg:r+02v.:A>:3alearrctxeaxmt+.rrtA'r. TULd Zo89 O.T.M. = 769.0 7rs Transitions_ :s 3s■'�cs>srt�e - ,aaarsraw..aii< uhtwnaawr,:mr=tmnxinaM4n._. r;r.,art err,Qc r � 273.as 0-k .N1, - • --- 0):y 4 nano,ix�.9r. TOW Beating I4ad >- 1,230 Its Design heigtril R= 2,00 D.DO RtaistinglOvorWrning Ratio = 1.74 Footing.WWeigM io'al I Load 1,5601us Design height R' Z 67 a,r Pbat Enact 0.J0 Rat total M1toroent Dlsulrr_t4d Toed 375,30 Total Loterat 106.001ba ` I 2-1/2"c, a 24'a/c ..rasulaM ace. _ 9.461n WOII Material Above"Hi" • Masonry Maeo,xy 375A 1.2E 488.7 su anttw. _ in Above Hr I<eY W algfit � - i 1'Mckneas = 6.00 8OU VOM rill t,oade uered for Soil pressure- 1,2302 Ibs y ca T,DOWELS a r00: Sell Pressure 0 roe • 1,702 pal OK , P Q Ott _ # m t QOB Wal MateJal It ,ry irn"Y Wirheut Surface Rastra at... With Surface RestralWc --of 12"OR a'rAw So Press le a t•leci = O psi OK RaiRatner'Slag pain = # 4 # 4 Vertical of active osstire used for soli r¢asura Volt.Component 7 Son Pressure a Too 1 gas pat OK Rabat Sim a< 0O >� -43.y Zbi: lily, Sell Pressure li 0paf OK ; Requi2cL•lepdt z.9a3 tit fky'UC,ep1h O.OaOtt . 12mleCIAIS M Allowable • 2,000psi ftarPillow -.__«__ = 3200 3as 1>ornM tN P. Total 1,234.2 Ibn R.M. 1,3321 A at - - --- - RehaT Pial`,ad at Center 4 : Rabat Spacing Csiur te,OO - - --. .. Rowahle = 2,�pnf �.) �o GROLtED W/1aJ 4 CL. Sail Pressure Lese TSisn Allowable Design(?eta ••- -- •---�-••--'--------- -- Sell Prasawn:oas}isn RtaaaDla Destgn Data _ lia Prasa a lr3 Erased... Pfessum @ Base... I a4 PEtntvf REDO. Act Facto Car G reel = '4 p fox.a+fah-a = 0.337 O.T91 2 v j S 2 pot 1r::. Acl:,al Tf 2,1 a psf Attu.'+: ' �., ••�A4.J;'0 4'WA.S3R 33 PERF PIPE W/i CF. - _ Total Farce a Section Ibs= 101.4 $71.4 _ ..:'..... o ter---- J/4•-It',rM?AYY'LD w�NaTAFr r40Y _ Footing Shear tract - 0.0 psi OK .. P.4. 304.2 563.7 = tt,0 pat OK ow erdtal �utuall�� 11.4 i 3042 Ono f �• FCI Factored Heel ... Allowable 1(0,D5 Pat RNnwaalc I' r ': 9}'fA fARRM. •2NSY.D° TO ORArk• _ Fo7.ing Shear�Heal too 0 OK M maM.....Alla+rreble -I*..#- 324.E 699.8 folNktg 3ttear @ Heel t3.8 psi OK Moment.....Ailamable ft,U t 3249 1.0412 SullueFlent"I'ltrace I i PRnAIx a,9.f75 alu0 rrr late t0 a • Shear.....Actual pal= 4.5 2.9 Ratios - 76, im Shaar.....Actuat pelf 4ti 4.0 --ll Allowable a i _..._,,......._ _.._ ty !) tyQ�QOgti S 1 it Shear psi- 25.8 22.3 WoOv = S OK Shear 258 22.3 ��FF r0arabn 760 R P�$ O W S • IMall Stability tiaiio Soling 7 Bar Dewlap ABOVE Ht. In• ZD DD m.00 ( ] Q . - ., � l Ovotlurnln 1.74 OK `./ ' - *� -. '�-YYBAR A, IErtIrf1 ¢:. Stilling = t.NlOf< BarDeval�rABOUEHL In• 20.00 �,OO a (3I,24•• N A Sliding Calcs (Vs tW ComMarat Used) Oar LaplHock BELOW Ht. in• 20.DO &� BY�ng Caics (Verttoal cenrporteM treed) Bar lsWKD*BELOW A,M• 20.0D 6.00 . . ' L,.r it ,f4 fK9t2. 4YN).0 12' /C - aural Smog Faroe . 2569 Roe Will We pit= 420 78.0 Lateral SlidingFaroe = 337.f the Watl Weight pal¢ a 78.0 - - --I a rap k 1100YAtr r9' P,1+=781ixitg8 L 117.2 iba Reber Boll%'d' In= 2.75 b.� trig I t>passive rates" - 117.2lbs Rabat Depth,or in• 2-75 5.7ri . Tk rd _._......-_....-,-__.-_..- P00rAw! '* hlss14fr16PaaaNcFoms• tIO11YD0f8 --� ......._.._._�......._.-_..-._._�-_.. t Mason Oda -- ._ ..-- .. - �� * less103%FdcdonForce_ - 389.1Ibs Im Psi. 1,600 I'mo re P , ..... Ma r -" ass I00%Friction Force• . 4�1 Ws rm ry - s ,,SOD t v -V'7 22� C.7VIt. Rey'" the OK Fa 0a1- 2o.OrA 20.000 Added Force Ra d T c.0 ft*OK f ' ' rn Aj� •.._...- �P ACdeO FOtoa _ - 0.0 - q' Fa a* 28.000 � .._._.. . OF t;pL1FS1E; ....for 1.5:1 Stability • -- L.0 Ibs OK ' Solid Grouting z NO Yea ....for t-:1 Stabtkt! K Sun!<1rnu0ng foe ve■ _... �__.__ __._..__.._.. Special htspecooll Na No ,..FootiD[t D9Sl nA-RHx ra.._....- Speclel Installion No No �i + GOlbn O -FO SI n ReSu1tS� Mot6lforRgb n T8 2.7R ,jvm;,. ..list xar'� Modular Ration' 2579 a-� Z . 2 ! 2 r 1 , ,2 , 1 7 , r 1 , , , 2 et41eR n D r- r�',fl S t� t�/I i� 26Short!'' LJ i �. i� L r- DOWEL G, i/P`R1 f-7 (.7/yi1 I_ SholtTarmFactor - f.330 t.150 = T� ,,.t1S9a EquivTaomfacck, t3.90 tl60 .__..._--._..:_.,;. ....... Factored Pressure 2,Ag0 0 per EquV,Solid Thick, In- 3.90 7.60 Factored Pressure 2,238 0 psf Equiv.Solid Thick, In* 3.aD 7 W �� -, CD W u gt4AJ2"OfC J3" 4aS32" 0/C 14- Md:ttpwn4 0 0t4# MasonryD8%AType• Medium Weigh MU:UPNerd = 4 DR•# Maeomy6Wai Type- hledAxeWrpltt Y-0' 2''•-Q' NIA 2'-6" NIA L N/A !- W:DIrWtward • 0 aft41 OonareleDffie -_. _ - We:tkAfoard = 0 OR-# Concrate0ttta -- -- . 6" _...... _._.--_- . � T,'ni:Design o Sat R41 I2 to psi" Mu:Design • 0 1,iti6R-# re 1= . ,E4oM 0"OfC 4t' 4fA'l:i"U/C. •27- Aatuall-VYayShear - . 0,00 10.04pal Fy pia. ActualI-WaySh°or - 0.00 13.79psi Fy psi= 2"-£t'2'-f1` N/R -•g' Ar/A NIA 1 . oA0 78.113pef wharAceePtaWa8WtiSpaetnge Allow Shear - ODD 76.03 d U' Alowl-Way Shear y P Otner AeceptsWe sil■ta sp■ctttt7■ � e� ...._..____._t?"-.,,.._ _..-_...._, 27 Too Reinforcing • None Spat'd Too: Not rcq'd,Mu-S•Fr Toe Relrforcing - None Spodd Toe: Not reqd,Mu-8'Pr � +-,, f'-4„ #4016'OJ/I^ 4,9 4StT2"OfG lisal Rainfacing • Nona Speed Half:Not rood,Mu 4 S•Fr Haul RelakroNg = Nana S d Heal:Not valid,Mu c 3"-r +;, - . 3'-4 Ar/Jt 7 -9 �„ L NIA I---" 17' &" Key RsiMarcing - Nate Speed Kay: No key defkred _ r• None S O tJ _._. -_.•........._ __. .._...---. _,_.,...._,1�,,,._. KsyReinMralnO P�'d Kay NoktyOeiined �"" 1016,a/c 4' p 4'-6"i NIA ,V-0' S„ N,/A. al = W 6- . S ?A /G _ - , I (A7A" O ,Ci=:_:,j">>\ ^,' . 2'-81`i2'-0'Y-6' Sn.,. ! :'p�2'+�3J' #44P1A"A/C 44T 0 SMr._.- �< �41t^o`8A ,�� O �l48dt6"U/C 9,?' s�r8" n/C 39"_ p(>,0,f_E$Srp/ ¢�Qpp�ESSip � a D -f' S-4"2'-�' .3'-3' 3" .2 - 0/C 4,.t Q Y8, �l\ �,y \S r,\a .' R' .F 2 J�r r15@ls'o/C 141- a+re, o/C l nay i �z CM926 -) I specifications Exp.?z73'.r1x16 5'-t7'.3' 4'r2'-$' �.`..,.3" g' �'4®7.ri' 0/f. I- CE31825 Fn y ,t"1=.819Z6 ~ `. ��� l* tA" 6� £xp.12J31J2008 r. J✓f , Emp.t x31.rAM I A 'll vvi. Exp,t2137J2008 I ,A.(1 tr r COMBINATION I NAT I ON GARDEN/RETAINING I N I NG WALL �4 /J Sheetk o gT�GvllliFO�@ J'p C.NIt `i-/ IP/. CIVIL a'9'/+' `Pie CML ii'? ~ SCALE: N.T.S. " cant t., q�4FGA'�n r✓ )FOFC.".L- __. , -- � z§ � 8 � . fg Q O O CC4 N TIMOTHY S.MALLJ9 CIVIL ENGINEER T;t1e: job TIP.iOTHY S.PA YLL!s CiVIL EN!3?NF[R TRIO: Jobtt TiMOTIi:'S.IhALL.1SC.iVil.ENGINEER TM*: J10)4 TIMOTHY S.MALL.IS CFlif ENGINEER Title: job TIMOTHY S.MALUS CIVIL£NGINFFR Title: Jobd -0 � 9� Ds r. Date:14;C8AA1. IOAPR08 Dsgnr: Oats: 4:51F1w 17FFRC3 Dsgnr Daft: 4:51she. 1TAPZ0S ORCODLOCKiNC, Dsgnr: t3eta: •f.31Phi.iTR?ROB ORCOBLOCKiNC. Descri Die: SStI'f.17r.-R00 O �j ORCO BLOCK INC. !Pt" ORCO BLOCK INC. 4510 BLOCK INC. Description: Description, Description: Description: Description: 4510 RUTILE ST. �' N 4510 RUTILE ST, 4510 RUTILE ST', 4610 l2UTlt£ST. 4510 RUTILE 5T. � t � � J RIVERSIDE,CA.92508 r a A RIVERSIDE,CA,82509 scope: Rlt1>CRSIDE,CAI,92509 dcopo: RIVERSIDE.Clh.92509 :;:op0; 3copc: R,VEFISlDF,..A.9..508 Sux;ps: � (951 885-1521 (061)SBS-1$2t . . lost)Owl (951)655-1b21 _.._._..._..-._-. ....._,........ _ ........__..___ _ (951)885-1521....__..-____ ... - --- ------ -- - ...�-__.._..... .._. ... ...........•._....._...._....._.._... ........__.............___... .......-_.--_.-. ...._-.-..-..._.... ..,. ----........... ..... ...--___...-.,. . ._ ...... ......-._,-.-.-.._......-_..._...........- _•-- er vian .. ._., ..........-._.' -- -r I �Imr•aw,,,1_11,+„a 1.1;GW,-Wle,vw.ea -. .. - -. Pego_ aeuawta - Page 2 +a..as�vq i alq"AWQ Page t ,roan �!{� r�� PEA 2 Cant!{eVeretl Retairtllli Wall[3NDsl1 t1, I ",' exrxu.w,:,.,.a.Yno.,,.wa.vr„cv (,`,Elrtlll(lV9rfsd r{etd)nin�Wdlt Design l:x.,'MF,9m�Yn.aeAl.l2alr ltae.Vrala Page , 1.1,:nWawYllaA:Yn,e•a,)]-On1aW.1',MII Cantilevered Retaining Wall DBSIgn . ., 1i, Ia=•aN.Mai12R Y=F',A.7k.lureeA.YA"tl Cantilevered Rate{nun Wail Design I M,,ME'.WltR,u:uC v. avN ., aT.41 Isla"'a "ill'tiv J• t r�,NA):rye,kat�1P e•- '•ate' +T�-•4 CantileVerB+i Retaining W&ll D@183gn : 1-is.4 vtvr._Z, e.al ,ann,i.ti ul uvn:cw nalM�rr.2 I :�,rex;x::.;r:ar:,.c c:,dlcarnarA nerd ::tSu::.;rn,0!41.rao n",:::.,:emu en ,1,,vn•oarAanaxao o'v •A e n ? algal a ,namt p p Description TR 31071 T-4"RETAINING W 6'CMU VVALL ON TOP 80 C WINI3 Description 7't?3'10'1) 4'-V RETAINING W1 W CMU WALL ON TOP 80 C WIND Description TR 31071 4'-O"RETAINING W1 B'GPfiU WALL ON TOP 80 C WIND - - thARrri Lion TR 31071 2'-8'RFFAININr WI fl'CMtJ IPIALL ON 80 C WIND Description TR 31071 3'•4"RETAINING W/B'CMU WALL ON TOP 80 G tNitdf3 - ... ........._._.....__-.__._.-__.. ,..._._.... . . ......,.,_.......,.._ . .. .... . . . ... _ ----�.. -. .-. _ _ .....___......-_..-_......_........... -....-_........._.--._._-_.__....... ...... ..-... ......._._.._..-_.... .. .......4 - - _.. --.�......-.. ......_ ,.:. -•' rUOt1lf strengths$Dinlet`-slontr s _ e _., .C,flteris 2 I$ait Data. ..Farit3n'.4'1ilflR s&Dirriellska113 o '^,t n f=arose ,fyl0rlernli -_ N,it..r,a S iA .+ ' c3 9 -I «1.• t-o::es Sr 1V D ,and �... $ .. )Dram as i�vertumin &kaSt t s 5iL ,n r a t7vasTtL.,Mit «x Ii..._... D ._ , , • ,. ._�t �, z>v... ...__3 I .. _ t, s ,... n_......r. �x.,w,q n.ri.....r..,..._..x r....a .r.._..x.x,..... - , ... .. .. . >�•exr. �.�-.w.,"sar.x•:.ro�.asnrar=•.,-.: x.ae S Of[]Vert .t, Ar a ...._•,....... .... ... �• a..xarestseeAt. . .aa_>•!,m ..ev»,elxrrz. ..._. o � Aft!r , ..-.... C Dining tit urlttn &R4t814 n t'OrLP-S Mom nt. , 1.... .. .... ....... .. .. ... .._.,.......... .. .. ... w_..mti1:»ilealr;rrs�siaaa�uv,...._ri:ra^r>3 I.. .Y- _. .... ..._ .. _ ... ,._,,.an..-.,..c.-.,.,=.a,:,:.,-.,<... :,..�.„vu,s,.,a:.".g .mac w'sr +v1 M::nYn l,,.ha:X i�x.;(tie,.t�e.szce:roux.ta.r,.rms.+.:as>, a:.re,r_.xier`.:r..1e mrn. 6 I.:..vwmex:,.sa.Lr°xamx..e -r:�a+x,�sx:aareH*+>rx ^ir•-•••-._��rrmx.,r.,..>•tw��araercvenom+.nauw.x,:x.,.t.,..»,.wMcwxne.x+n.r..eamw:x.w.m� .:s.us «x..�..:::w.<.^,v",+'n:.a.:,,.x:..c--rsz�! :.:anmsra:oroe:.viw, wxxr<,ruNN.rwrnr,,c.:uuar,:rsr.. ..:cars,., ,.,r...,,.w.e+w.,.....:aw_•u„rev,........nc`�a.,...r.•x.... ,r,R+..•„".,�...m.w"n",s„cw.,'.xa,.._.n, - ....".x,..•wc+,,,ay.< -acsncr -e:..r_y--,�v+..-v RESISTING^.. Rosined Weight = 3.33R Allow Sell u 2,00D.Opsi rc- 2,OJ0 put Fy- 40.00apsl CVEITTURNING,._. RESpTING.- Retained Height 4.00R Allow$011 Seating - 2,0004paf to- ZOO pal Fy- 40,000psi _.OVERTURNING..... -RESIBTM-_ t i 0 Far;; G..,., ._. - � _ •"" FOrta tHstanas Moment = Equivalent HeddPresstre,Ussiod Mat.As • 0.0012 Force Distance Murnent flu" CLelinet Ifeseu�tl O Norte Distance Marrttnt Force Drstarrca M1aoment Equivalent Fluid Wassu/a tv1W1tW Min.As% 0.U012 For4ro Dfetmtta f4atwnt V4eh Pataht more tdl 6.oDit = s an n ft • Ylntyrelglltrl:v!waPnn = a.4on -, :).e '•ZP•rn tea !1 R-4 Ihtc .I :7-a HaelAC,vaFlimum :1111 = (teen u?9 It -a C Itmn fast it n4f lbs tit P.-# Ii6e1 ArmA•rrrar urn Toe Width 1.00 ft .. - .....-. Tw Willa, D.00 ft _ - .._ __.-... - ---- - ............___- - - _..... .-._.--_ ! Toe Rs:tive Pressure 3bpe 0Nthxr Wali O.OD:`. _ .- - - _ '- - to - . 81rte BHZtnd Wall = 0.03:t • 0.0 Halt Width 2.'r6 .. .. ......... -... Toe Aulive Pressure 0.0 , _ _ _ 7 Haul Active yressure = 2357 ,. 288.3 Sot Over Heal 811.9 1.7t 1,046.3 = Maur Acthe Proasule = 320.7 t.44 473.E Sotl Overf-tu1p3 + 703.9 ??? 1,303,7 TO Roots a .,-, 3.00 Heel ApSva Prss¢ure =37.3 1.67 7?<).? Snil t2var)-lad 1,Q6 t.83 t.BB?.2 Toe Auliva Pres9urt = 0.42 SI So904a Feel G Helghtnf3olinvnr'roa - 3.40in Passive Pion one • 180.0 Total Footing Nl:ds, _ d.7S _ ffeigM of Soil oval 3.00 ht Passive Pressure = 150.0 = _ _ V V ITS 'roe Activt Pressrao U.42 Sloped Boll Oyer Heat Water over Mal >< 0.0 R TotN Footing VVKRh ....3.CCi" Toe A,141"Pmss,lre 0.42 Sloped Solt Over Fret �► C '� °P°d Watornei Motrorheel O.OR Shcf7ene11 l�o.w f height F t3 6 a surcharge Over Too a SurGrargo Over Heel " Sol[Censiiq S 10.00 pal 9 r Faottng Tn!OknaAA - t i QO In 3achzme O:•aT 7aa Slnchargs Q,er Hie! - Y � Foot = Footing Thickness = 1 a.Gq i n Sttcherge Over Too = Surcharge afar Neal - _ FootillO oli Frkxim - 0.300 ,. igflSoll Fi1t'fh,l 0.300 Aclaoord Footing Load . Adjacent Footing Load C Q a. Adjacent=noting Load = Aa)aoent Footing Load = Key Width . 1e.00 ip.., Add dL tuatrn9 d Adjacent Li*d Load . Key wish = 12.g0�•,_ - vtgn4 mStain • 16.9 at Sol height to Wt d on Stem 18.9 pit 80l ha1gM 1s iltiaa 4 A d n Dead Load on Stem . 0 00 - I > """ P 8 qi� Depth a.04 in Added Lataret toed Axkl Dead Lurid urn Stain - 0.00 -� 8.00 In Added Lateral Load Added Lateral]Lazed • Rxbl Dead Goad an Skin = o.DO Kay P for passive pressure • 0.00 in �r Depth _ _ for Peselve pressure >` Or>D in Distsnu from Ica - - . Toe .N Lead 0 Stem Above Sal r 101.4 6.07 e76.3 SON Oar Too = tGey 1.7E n load OP Stom Afoove 905 = 181.4 7;13 r433 Sot Over Toe . Key DiO TOPfawn T.0 - 2.CA R Load jc Slam Above Soll tot A 8.00 8112 San Over : rN SsismaAoaq StlrehsrgaOAttrToe cu-1QTup - 3AX (311e u: 3.W ! l urdtt.;ad Sirc'rtg•:OverTuu _ ... ....- ... CaerQTop = 3.00tn @r8tnt= S.00In SolamkLoed = t3tacftargeO+rrca = a I.....-.__.._....._.--_...... _. ... _ ... _ ...._ --- _.-_ air n Stem W ttN BtamVYe de 21 ;*. To Stem 2t1d -_-._...__._... -.-.......-_. $tarnWeight(s) L71J 0.29 ,49r5 lUesi nSummary.__ .. -_ t ,StemCan9tructiOn (g•; Tap Stem.._... i4.....-----...... .. ............... .__ J 5f14.3 03D 187.0 _ ..-_.__. gl O . ASA.3 0.29 32.4 DOS[ n Summary ).Stern Construct III !, ....P__-... ...._._..,.. .,._..-. .... . t r.:,-=a,U,�t!�.4-.;•,:��uc,: n2.� �az,n art �Ta4�e +vE )Dial T 536.9 4T.M. = t,64O.4 Stem henesiau= a Total -..337.1 O:r.M. = W4.'7 Eadh E$t:Nm Transitions vent,;Act.,ru•atmxw�r:-.laatireax;::ss.,.:a„s.c.:wr:5f Eastva s'arxaatlearacsarrunAa'rrom.S Starr,axe Stem OK Total = 479.E O.T.M. 1,216.8 Fidttt p�Stern TrarslUwie„ _ -Slam oK Slant OK Earth ql? _ V 0 7atel Burin Load = 1.1.14 bn I)fman freight ft. 1.nl t 01: TOW BasrNla famd 2 M iba Design height R= 4.00 0,00 Foa+� Raslatht rOverturni RWdu 2.00 Fog"Wsiglt = 0 RetdstIngtOverhuningRatio = :.01 Fvofin9WegM 412.E 1.�6 5972 ..rauahmtaoo. � R.6rfin Row.1"aOverturrd,luRaBo t;.13 ,zW01n . 400-3 1.=0 C75.0 eD 9 m8 412.E 1.38 5812 ..lusuliart act. 8°8 in Wall MaWtlat Above"Ht" n Masonry Matwirly Wall mess l Above"tAC = Masonry Mae8eD Weight a L_ L, Vertical loads used for Sol Pressure- 1,550.3 km Vol W omp = Thlotmoss, e.00 8.00 Vencat Leads used far Sat Pleswre• KsyWaightComp = 91 4 Z 76 t687 vol Component x 9 3D0 13MA ki Volt.Compaltra ''�•8 � 7hlokreee r 6.Oq 80D Venital Loaclo Itetd far Sn'I Pressure= 9,737 6 His Vert C r ` ' Vert.CortpanaM Sell Pressure(0'fun t,Aao pa!OK o 1 fie► _ 65.7 2.76 160.7 Rrtl Preseam 0 Toe t fin!pot OK Rabar Site = • 4 A 4 a 91.6 z76 _...440.7_ K ReLver.,ire # 4 M 6 ...---.__._.. a �1.uu 16.00 P f fast=-- ?8:13.8 Ibs R.M.-= 4MJ.7 ar° 'I•IOd psf 0 Rabat 3 eln m 32.00 15.00 - Vwti;al comp It of 0*40 prewurs used for toll pressure Tobi• Z.237.8 be R.kt• 3.2'77.g Ventcai aomporteMM ttulivs prasauro,aced Aar all pratatve .' ...' Bob P!eeaixe t;.,Heal O!At OK Radar 3 ado = .': Veit",oameartant or soave romm used.or eat aa■wm - SoAIIPrnrreriW 2 f Spacing �„s tit Total= 1,850.3 nbe R.M.- 7,925.E Spacing " an ArI Allowable _ a•�0 paF Room$iQA MI, of = Getter F."dge Son ProsoUro Lena Thar AllOam6er Rebut Placed#A - = Center E119f! Oeil prcanune Lcee Titer,Allrnv�lk -._... . ................_....__._....._.-.__ _ Ossl Dain -..-........... ._...-_. ---.- _ A.CI Factored®Toe = 2,492 paF Oats , Art Facx+red 0 Hsu! - D psf �FB*fWFa 0.937 0.e2S ACI Federal 7um - 2,543 ps/ iWF9 r fatFa o.at7 0.ds0 _ Total Fares a Section Ibs= ant 4 :t91i.5 ACI Focused aii Heel . 0 Put Total Face Q Section Wei= 101A 381.4 rA _, � � Footing Shear0Toe - 0.D psi OK aAprmant.-.Actual 2.4= 604,2 4673 Feofing$IV,at0"us - G.0 pet OK Footing Shear§t,ael 16.3 psi OK Mament.....AIWNaE,W RHt• 324.8 ,,0412 Footing Shear ffi HEN 2D.9 psi OV, Moment....Al wl R4T= 3248 1.216.E AU mabla 7a.0 pal :o Shea:.....ActEat psi 48 1.2t8.T I en) � Allowable . 76.0pal Stnar_--Aoluai psf= 45 J.. Momant..._AtlMvahle ft-#- 324 CveRurningy Ralius . 201 OK - Overturning = 2.13 OK P c?j 6•t3 Wall stability Reitos Sliest...-.Ada+deble PSI. 7bA 22.3 Shaar.....Allrnvatae si= 2.8 22.3 Sliding = 1.83 OK our Dewlap ABOVE tft. in- 20.00 20.00 Sliding - 1.67 OK BarDerelopRBOVEHt M= 20,rA 3D.00 ^v Snntug calla (VMlral cnmpowit ttsedi 9x L:prtivok BEMlifv Hit, )n= 2u.CU 6.00 SBding Calks (Valticel Oomporient Used) Bar L WHook BELOW Ht. In- 20.00 too . Lateral Sliding Force 42A,5lba Wail Weight psf= 42,0 70.0 Lalaral$1ldag Force - 536.9bs Wall Weight psf= 42.0 • 78.0 Was 100%Passive Force- - 22A 7 I,m Robar Depth V In= 2.1'5 5.7E lR1W lM%Pslwdve FWF- _ 229.7 oat Reber Oillph'd' ki• 2,75 S25 lass 100%Friodatl Faros- - 558.1 Ibs Masonry Data -.-•.... .. ...--' '- _ Fm asi= 1.500 1,51YJ leas iC014 Fddian Force - 67t.3lba Maaornlf Darla - Aaaod Fume rtt:q'd eo iba OK Fs ;wi= 70 cnO :s1.IXJ0 Added Fatcs Keq'd = u.0 Ibis OK fin psi 1,600 1.•000 i _.,hrmi:IStability - 0.Ony1OK Fa poi= 20ANO z4Yes I drawn MLZ ....far 1.5,1 Stability = 0.0 lba OK Sold Gmulhg = No Y42 Sold alInspection Grouting = % No i Foatin De3 3p�alhtspedioh = No No _._.,_`M1.«_..- t_,...a:.-• µif)n R@Suh� Modular RaHu'r.' 2-770 2^.78 j FOOtin DBSi 11 RCSUIIS (•" Special h atio van = NO No p e •,�•!ec�!NteaAatraD><sa!�tT�t.•rtg!!ac:..!r.^.tet ModulsrRatbh' 25.78 :a.76 .._TZ _.H,,Ukd.._ Short Tenn factor = 1.330 IASD FacoredPressure = 2,543 Tye 0per Equiv.WidT in-Short Torm Factor v 13.00 330 17.60 prof. no. 0502 rectored Pfesawl) 2,492 0 pat Equly.Solid thick, In. 3.90 7.00 Mu':Upward = 0 0 R l Ntaapnv�ti W 7yf>P= Madtum Woad MET:Upward = D 0 R# MaaoreMU BWdt Type• Pfled leti WapM Mr:Dnarrvvird = 0 Oi'.5 ca rr. Date . ....._..._..................... _.- .........-_ - _-_�.__. Mu: Desgn • 0 1.457 114 :Dav4ft d = 0 1 ft•B to psi. Diver Data . F pee= Actual Shear = 0.0G 2093R� Fy PW_ A;tt'al 1•Alay sliest 0.00 tF 7Li psi )' _ Allow1-Way Shear 0.00 70.03Psi OtherAccepraieslag8apaofnge Toe 1-Wa Way - 0.00 TO.03 I ate 12-23-05 Tot Reinforcing . None Spac'd Toe: Not re id.h1u 4 S'Fr Y psi tsuter Aecepratak sins a eprab,ps - Toe Rek+Mrcing None Speo'd Too: Plot mq'd,Ma"S'Fr Heel Reinfoming • Nona Speed Bost.W tey'd,tAu-S•Fr F1osl RrlMoroing = Norw Spa 'd lice:Net s*d,Mu"8-Fr My Relil'orolrg None Slaw'd Key: Not mq'd,Me.8-Fr Kay Reinforoing - None Spend . Key: Net rood,Mu I S v 1"r scale AS NOTED - �Qeottssro 11 V G a6FES �gt� 1HY S. Fyn` Q�OFasRCNI// 'v t10r,SSr` F44 ql a`Q Q�gy1Y e. F $ r sheet no. L CE91925 gE31926 pl 13gi.12r81r20t15 ! rg au CF3 loll ! CE31995 i %� L` rn1 �tt , I � *t I- Lxp.t'aJ31i2D08 I OM R lszs I , , II Eigt.12r31/2008 I Exp.12R171o0e 1 Esp.t2f31JeDClB y'Jil; 1u* �t J s ac �\rfl,:1 11 S CIVE� I \*� P*' I �syq C+Vi�^• �rA�Otlr l4� rf� ._ ui1 CAt)Y F t3_' N' it , nc-,PAF i PG4(:`\l€ s-IC IC.�' r/ ',ufir tit _-_F ( EX2s2 Ci,Y OF PAL.:VI 4-1lL-.uLc,4 V I I 6 of 23 H U 11.1 . TIMOTHY S.MALiAS CIVIL ENGINEER TRis: Jds# 7II0i0714Y S.MAII t5 CIVIL.ENGINEER Tide: Job 1 TIMOTHY S.MALLIS CIVIL ENGINEER Title: Job# TIMOTHY S.MALLIS CIVIL ENGINEER Title: Job# T1940THY S.MALLIS CIVIL ENGINEER THIN: J b IF ORCO BLOCK INC. Doom., Data. 4:51FMA,1;APR 03 pilau: Data: ,11M11M.17 APR 06 OCtCO BLOCK 1NC. Dsgnr: Hate: 4:S1PM. 17 APR Ina ORCO BLOCK INC. nagnr, naln: 4,81 PM,17 APR 08 ORCO BLOCK 1NC. DAgnr Darr d-SIPF,1, 17 APR 00 r � Otscriptlon: ORCO BLOCK INC. Description: Description: DoodrPtlon: Description: U 4510 RUTILE ST. 4510 RUTILE ST, 4510 RUTILE ST. 4610 RUTILE ST. 4510 RUTILE ST. RIVERSIDE,CA.92508 aeape RIVERSIDE,CA,92600 RIVERSIDE,CA.Scope: Scope: RIVERSIDE,GA,02500 S�; RIVERSIDE,GA,82549 Scope (951)686-1321 (961 888-182t {9 e1)61t5-152t _._.__-___,_,_,___ _- ___...__--_,-_-...__ (951}685-t521 (851)885•Tli21 _.. ,_„.,,___.._. _,,,__.... ,-,.I..._...---_..._-.__ -. Q i',," r w•$,aw I,w:e,atae - .. .' _.-... -:olaxa 1 L�,."rY:ym,taa;vw°:".sr.,,,.lam.mn> Cantilevered Ratatlnlnr•r Wall�6t3t({n Pegs 1 ir.W"A,V s. n... .vans Pagt 2 J vw=lwoPaw,v,.an i.er,w,us.weta Cantilevered Retaining g W ll Design pea" t .e1r'KU XraW,\•",hLa.YL•M,IrU7.we93 4 Pe0¢ 2 ler;'aVrrRCaser.Yar f:,aT.*.".l...1 c it re Retaining I n �° W .W)IYUS Wl',�,.N4Ali. a Za ;;'VIOCxIiI'An aa.:AM, >i P(q: {..hr:ly?�9 nIL •+.CC,A: rYl4 , CartliiFtvered Rslaining WBIt 13$s[tn C 1¢ fIE In:I15{Rile .1 t ! W1an?tAF1a4'.h.ti ninia•'�' 1'r� a 1 nL I 'S a �.,.,,x.,.W«,,:trK,; Cana}eversd Retatning Wail C7e.i�,}n C,�aa»Wnl ¢1N,9.Rrin 4ti111¢9i tla,Y 4:, 1 j_1M IWYMUL'iCKII cantilevered Ll to i ' Y11 f1E iJ�a� C ar1't IIP1 ^ Deacripllon TR 31371 4'4'!RETAINING W1 V GMU WALL ON TOP 80 C WIND E3esrription TR 31071 4'-8"RETAINING W/6 CMU WALL ON TOP 60 C WiND Description TP.31071 5'-4"RETAINING Wi B'CMU V'lALL ON TOP 80 C WIND Description TR 31071 T-4"RETAINING W/6'CMU WALL ON TOP 80 C WIND Description TR 31D71 8'-0"RETAINING Wi 8'('MI)WAI E,ON TOP 80 C WIND L< -_.,.. -- -_ -..,.,.-...... _........_..__ _.__..... _._,._-..-..___.._--_.-_..__..___ __ ....-—_ ...-..... .1......1__. CrftOna Soft Data Foot[ng Strengths&DimansEone Criteria 'SuN Data FaDthtg Strengths&Dlm6nsi0nti-' <- - - an a- Criteria $oil DatA :Footing Stftingths ik Dimettsioas r - -, su a o4 & esllttln FOT....&Moments � iummar Of Overlumjn &aRes atln Forces&Mom t m r artTI R _ ._„ , .. . _.. we rn Ov u n ti. �. r. +s.. _�.r,w s�rsv 1,t =saxt ilea v.,ura a. : .. ._ .... .. - , .-< .. .->SI - .r,.�.w,X✓ 4„atCASaataair,lh.xla'v'1. .,C .. ..._..._ x-�_,....,..,t A. MA6S.Yx.w>wb»+W>.... •> �.N .-x .. ,:-1�ry{ A .>., r.e. .. .. . ...a (] "xeufl-ux. vmv>a irarix J. n,u_x.r.,tM+.1e.<.._ .,. -,. ,x -5 �"r „30'> Y.+rSIltraSLG4E Yrna:v.,.u"e>r,TAvaw>,•va tT3Y.v/,! -'•��>i , ,.� _ 14tx.XYYYStn._i^tA,xx�xu4.__Y.<_n.,..n<._L's. , Y .A. K.+.Y.,.)-:n...dYF:W.RW.t..,W.rklYAi4n,1lSS,,lf.'":^.1t� ::'4?iA63YttX0.ttlCP:MY�>.:S'�feYdkMY>As.>AM'.. Fi •»'9.•w,'i^t'�RA. d�4YrA.'SFAFim'@C3'-AJRiAS.•1atEriS3.YEn •.,x ,.awn{w v..±.�.-,avt.�+'�•>7°t"'=Y.x,ve»P+.+I,MCa.�t.Aw.. ,tat k _ .4 W•,x4ua:�,e.,:ax,n,b:,v5:,-•f, .6�>..Fe.CY� "Z•,h:!:«.^•••+.a.,.".�,'...�..::�«fY..«5•,•,-..,�'\'a__ ^nGY.'•9`).h!f.,f':::iP.`.`::',^.::i.?:.'•u`.Yt:2t,,^J`.fi- •1^•.yVYIY>ll�fiL4XSf i«,Y..».a,Ir..Yn..,:Mx.+e:�v.,.t....�.,�;..�'V✓>nP•"•=:�Y.t Casti'^iw,. w. -"" Rsta raid Height 4,81tt Albga Sol es ring • 2,t10D.0 pat rc= Z WO pal ry- 40A000 w :.,,,OVERTURNING..... .....RESISTING..... Retained Height ` 5-33ft AIIw1 Sell S I19 - 2,003.0 par ec= 2,003 pal Fir= 40,000 pal .._AVER TURNING..,.. .,_.RESISTING..,,. Retained Height 6.ODd Alm Sell Heating • 3,ODO.O 90 fc= 2,000 Pa Fy= .q,300 r e+ � Hwy a1�1�1 Mirage A 1 9 , Anne cgtmvdat FWitl Preeaure Method Mlrt.Aa% ,. = 0.01312 Force Dtsturtm M,xrwrrt Force Distance Moaund EgOiroknt Fpl PlaealNe moomi Min.As% = 0.0012 Fun-e Distance Mornm Force matanco Mann = H uiivaktd Fluid Pressure Motfx� ML As i = 0.00`.2 1 Rane r IV /t1N aff��e Nall hei hl ebove vol,Sol! - Heel Active Pressure = 35.0 t.-t t,w R rt•s roil it file Wall heigh above*.,At ., 6.60% , 11.1 hai hl above. 6.00IX = i SiapoBehhAWall OA0:1 ToeVJidh 4.00II }.r -. t'wdAtliNePfeselue . 3S.D Toe Width = D,OOR Item .- .1....lbs It R4@ _..., --. ilia R 114 s = e Pr = 5. Too Width = OWN _ Active _.._. --._ Stlpe Behind War O.UD:1 ..e Pro .. Sip Behind Walt U.00:1 Ta¢Acpresssuro 0.0 tied Width = 3.fi0 IiaetAsuv"Pr:svura - •-SF2.8 h.BR 1,S164.3 SnilOvwrHe.J t2EW3 ?7S )RFl90 PasivePresure - 0.0 Had Width 3,:1 _ _ Pe Toe 30.0 , Hoof Active 7U1.2 2t'f 1,479.5 Sn114vclrhie4l - t.612.3 2.38 3.8293 HeollNedh 42s CA 92270 HRlphtatSadover't'eva 3AOkt passive = •50.0 r •�-- _ Heightot Soil llvaT-AM = ?.COIn Pseeltre Pressure 160-0 TOMlatx,tfn Wirth = "37.5 I Hefphiofso"siowrTot . 3.UOin watirheight Pressure 950.0 Q WatTeWi roctpngVVMOi ""'3T0" Toc Alive Ptoaturo = 0.42 Slam 8aii Ov¢:Heel ,, n S 't'ue Active Presaun = UAZ Sloped(gall Ovhr I leaf - 7atd'000r,g�, -'4� g sell Oonsly, . 110.00 per Fodi height ova heel = 0-O R = , Soil C Y I to W WOW M'IB'd aollhod 0.0.. » _ . W Denst I l000pet WaWr height ore had • O.O if = J Footing Thickness 12.00h SurchargeOver Toe - Suinharge Over Heel end!)' PcT FcolMg Tt,kitnlrss 12.00M Surcharge Over l'ae - Surcharge Over Hear Y Fri¢Ung TlaCk,ets t200'r, emd0. 1 �•ffrCl Foil bedg all Frlcbon 0.300 V'tmo on slam 30.8 art Spfi h Key V'lidth- = 12,00)e.. Adiau011 Footing Load = Att)nxrt Forting toad = fodwlgllSas F4d[an - 0.300 �W� = 12,OOJn Adtacan Forting Load = AdJacan:Feeling Land - fooOr!gliSos FncOcn • 0.300 - t I� ef, t eaf P e !o W- 6.00In Added Lsatol Load - Ardal Detnl LOW rut Steal - 0.00 Wind on Scam = 1&9 pill Soil h4igtt to Igral VOW on Stem 16-9 paf Soil height to Ignore MsY'�' 12OD 11- J 760.324=Z� KeY Depth - _ Key Depth = 9.601!I ,Aided Lateral Load - Axial Qead Load ton Stem 0.00 Key Depth t 200 M tl+tV for passive pressure = MW in for passive pressure OW In for passive pressure . O.DO in t 0 M s� - Key Distance{rem Too = 2.50 R Load$¢Slam Ab.�v¢Sn(1 • 101 A 8.67 878.1 Sell Over Tao = Key Distance item Tee • 2.75 R Load I)iy Stan Abpva Sall = 101.4 9,33 848.1 boil Ovar Toe „ 1)Wara hen Toe = 3.tb R 760.202.701 Z fax Cover a Top + 3.001n a 0h11 u 3.00 sit .019llpt:l cad = tiurchat'ge Over Ton , - -_ .. . .. Comae'Top - 3.00In a Cim.- 3.6D in 9oianlocowl = Sdratarge Over I00 „ came lop • Y4o in fi 9bn• 3 OD n �DESi n.Summar !Stem Calstruction o-i-TopStam end Srd _--••__-.. Sfem Weght(s) = 706.3 0.36 258.4 Desi n Summa Stem Construction F TopSlem 2rM 3td_ _,-__...-____-._.. -- -- StemWatgtt(s) F9.7 0:ffi 270.E DBSI n 8Urnma 5t6m COnstruCtiOn TdPt�tm 2rfd '. -'---- a -- _ ad lea•�d .Tla.:.aa::t's!=n: nx;•:�d au:s:�'1 'uswr.,>.asrme,:..:., -t<u;:v�,a:V SAm L1K Stein etc Stem ol< Total = 664.0 O.T.M. 1,942.5 Earl, Stem Ttensdio•,s -., re v+ vavile s<iw .runar;lei e-.-..xt:::.s 1: 'ncaa;+!axs xs •'w k's,'El Mi CW Stem OK S,am DK Total eO2.8 D.T.M. - 2,425,E Eatitt Stem Tranxltlanna +>*-,• nwa,�;.,1ut:. :.., :sn.: .r.a::x.�^ s> e> .e...:.....:..:A arm OK Seen ON hoes,OK T7ld Dearkip Load - 2,847 tat Oct+gn iroighr it= 4.67 2.00 0J0 _ 97 9 0.0„ n1.0 Total Bearing Lcad • 3,W" Dedi nheight ft= 6.33 2uO O.1113 �` = 122.1 D.6:5 10•I.8 Fildin W-ht = ,;, Reslstil DVmtutuil Retfu 2.62 loo5n W t Tulei t>.ea/rIU load 4 1361na Design tnaght ft. 6.00 2dw ODO ..xaslmlenl enca, = 8.45 in Restatingl0wxlun,klg field 2,53 D m9 ".SA 1;73 918.7 W N '' 9 = 682.5 I.88 t,O5d.7 Wail Maternal Above"tit' = Masonry Masonry Memrroy ...res,ltant ace. = 8.48 in Wag Material Above"HC' = Masonry Masonry Masonry .,rssuliant ecc. = 9.19 gn Wall @faterlei Above"tit' = Alseorery Mes¢nry hWorry ivy.colmp . 75.0 3.50 72=.0 Kay WegM Thickness = 4 8.00 12.E Verilyd i side tiaaf far Soil PrR,sJre= 2,t347.2 Ws Thlokmwe - B.t14 8.00 4 4 Vedlod Loads used for Soil Pressure S;J6h.S his 112.5 3.75 732.E 7h6cltnea's = 4W 6O4 1200 �1'tlfls►M�n9 Sr1m Pressure tilt Toe = 1,816 pal OF; Rsbar 51ze = # 4 # 4 # 4 Vpn.L'omptxnat = 158b 3.50 546J3 Sal Pressure a Too r•. lusts rxPr OK Robs . - e A # 4 # 4 Vert.Campomxtt =_ t96:4 3.76 73ZA Batl W/AAaurw Tae 1,A1 i rRtl OK Rlebar Nate i 4 R 4 / a Soil Prosrule Heel -- 6 •f Ohl ----"--`•--•-' ----.••-'-- Sail pleasure treat • 4 OK r _ 'a p' R,skrr Spacing 32,00 18-DO t8.00 dented component d 1r.Cwe pmatvae uRsd foil and lxesswa Taut)= 3,847.Z Ilia R,M.=' A,9v0.f � � Reber 3 32.OU tB.W 16l#g lRrkkal aompmertt a alive p1•:1tr,,,re l4ied to rail ptasmxw Total 7,364,E Ibe Will.- �0,3t3r.6 Soil Pressure+r°i Had :l5 par OK Haber 5 = RCWe� n Pa n9 - pacing = pecln9 32.00 16.00 1600 Allowable . 2.o0D pet „ Allowable = 2,000 pet , Allowable = 2,D00 paf Sall Pressure Lena Than Alcwa9kr Reber Planed d Geiser Edge Edge Reber WlarAd S Carder Edge Edge Reber Placed ffi - Ca11br lhlga FEapt oectgn Dffia sdh Prnwur:Lose Then PJbarobla ��Data -_-- ---_.,_.-. _ __._. Bn(I f reasme Lass Than Allowable D��D� __..,_,-___----- -.. . . _.- Ct�RllflQfeidl design AG Factored Q Too = 2,314 pet Ib1F6+falfra . 0.937 ¢leas dare Act Factored Q Toe 2,433 pill twFa+fawFa . 0.ea7 0,e23 0.724 ACI Factored a Toe = 2,442 pal fb1F8+falFa o sn o w u>A Z ACi Factored Q Heel - D PSI ACI Factored Q Has) • 0 par AOI Faq'txad put Heal - 45 pat Total Farce Q Sadon Ibs- 101.4 226,2 488.1 Total Force Q Sedan Ris- IOTA 4A5.6 598,E Total Farm a Seelan [be- 1ot.4 205.5 73t.4 Footing Shoat Q Toe - 0.0 psi OK Momem....Act" R_#= 304.2 696.0 1XIA Fooling Shear t@ Hoe = I M pa!OK blorneM....Adwl R-#• 304.2 957.3 1,727,9 Footing Shear Q Toe 0.1 psi OK Moment....Actual R4@= W42 8573 2,1726 Q cQ.We,�°7S Mor,vird.,,AOowalle 114. 324.8 1,0412 2,385.6 Moment....Nknvable ft•#= :1244 f,00.2 2,385.5 - = 40.1 OK Moment.-Allavabre ft-#- 3245 t.O412 2,947.4 Fasting Shear a Heal = 25,4 psi OK Feeling Shear a Fkal 3t A psi OK Fading Shear G Neel pal AWait Stabblt = 76.0 pill Slaz r..-,Actual ill- 45 4.0 �a Allevnba - 71LO pet Shou_,,,Autuat 4.b 52 6.0 Aumvahla • 70M pat p - Pet= Stlear...--4etuel psi: 45 52 7.4 Overturning ttos Willi Stability Rotioa - Wall stall ty Rebus Overturning 2.53 OK ShaaY,.:.,Albvabk pal= 25.8 223 �.3 Overturning 2.62 OK psi Ovenurting 2.96 OK pal. 256 ?Z3 223 Shcen_...AllawabW - 25.8 22. 2.3 = Rix,w.....AAowabb Sliding = 1.63 OK Bar Develgt ABOVE RL In- 20100 M.W 20.00 Sliding � 163 OK ear Develop ABOVE Ht in- 20.DO 20.00 20.00 .91kinp 1.69 OK liar Develop ABOVE fit, h= ?D-OO 2A60 25M SIidlm c4lca (Vatka comptAlgril Ste Le~SBLOW Fu. Ift• 20.00 20.00 0.00 -BRd+etgCufeS (V,tniea component Used) 8ai.aplHux4cBELOWHL ;-= 20.00 ;r0.00 0.00 SiWingCdcs it/erlkalComponclRU9eltj Bar LaWHook BELOW It. m= 20.00 20.00 8A0 Lotus[S9dktg Force . 664.0 be was weight pal= 420 78.0 124.0 tateral Sliding Force . 802.61be Was Weight psi= 42.0 78.0 I240 Lateral Sliding Force = 95E,91bs Wall Weight per. 420 78.0 1240 Inss IW%P~. ,,Faes- _ 220.7lbs Robar DqM'd' tit- 275 5.25 9.00 leas 1 CO%Passive Franco- - 3DD c Me Robot Depth W in. 2.75 525 9.00 last 100%Passive Force= - 379 7 lira Rr.bar not th'rr in a 7IS 5.26 4 m lees 10Y'%FdNbn Force n . 8Wt.2 the Masonry ffia .........._......--- _-.......-• lose I00%Friutbn Futus- _ t,000A1tie Masemy Dau --------••-• _'.....-- lass 1009C Frkmon r 1 91ba Masonry MP to _._._ ...- _._. A�n psi= I'm 1,500 t,=J'JO fm pet- 1,500 "BOO I,500 Fa- 4C. frillas - Pat= I,500 !500- 1.500 W"' Added Fore Req'd :- 0.0 fh5 OK Fro _ ,Added Face Reld I- 3.0 ibs OK Added Force Re c! rot= 2 C,0 me OK AP Fx psi- 20,000 20,Ct?0 20,000 Fa pal- 20.000 20.000 20,000 R Ps psi. 2DA0D 2q" 2DA00 ( �QQ ....lot 1.b:1 STabdey - u.0 Ibe OK Solid Grouting - No Yes Yes ....for IS:1 Staley - _, 3.0 has OK SOW Grouting = In Yes Year ..far 1.d:1 Stability = CA Isis Of Bad Grouting = No Yra Yes f [✓O Q\}R N E( N _+n Special inspection - NO No No •• -- "Clan Inspection = Na No No r-..__..._ . . . .. . F002n Destan Results Footing Deaf n Results it : Foottn(i Desi n R6suits � Special inspection = No No No ( �� �`- p / wa«>Frzwwat�iwwNpal'..,w,ala• -xraxcrmvwvea htodWarRatio'n' 25.7a 25.7s .>g -*.r4:•.•ztzaPEsra«-aru.<a:rtxz•srazct^,xanru,; A4odtrlarRaAbN = 25.70 26.79 26.7a '•twstexxLva.•z:srxmss+ar- ,unf Modt9arRatio'n = 2S.Ta 237e 25,76 �V roe _-Imo•... Shc7t Tam r'actur = 1,330 1,150 IASO -j2L_ IJaut Short Term Factor • 1.330 ',150 t.150 Toe tied Shortlerm Foclot a 133D 1.150 1.150 i -; Q ! Fadured Pressure - 2,314 0 per E&Iv,Solid Thick. In- 3190 7.60 11,62 Factored Pressure = 2,433 0 pat Equal.Solid Thb*. in. 3.90 7.00 t 1.82 Factored Pressure " 2,442 45 pal Equiv.Solid Thick. In= 3.9D 7.80 11.52 � = 1-'7 0 0 frs Mason Block Diva 0 6 tt•S hlas0tiry Bhok Type= Irtadiwn We1gM @�:; )Upward ward U 0 R•# Cuviu B�I y,'ts= Msditxrt Wei fJu':Upward Masonry Typa= McWum Mlslgt .� -3 , ' tau':Downwertl = 0 DiL# Connate Data ........ ..._.....__._...._ __,..____... _ .... Nu''Dovmvard = 0 Oft-# Comets pate ... - cr Mu:Design • 0 2332ft-# rc psi 9 P - Mu: Design = - 0 2,938tt•# � rot psi. Nu:Design 0 3,693fl4{ rp pal= Achill-Way Shear - O.Ort 25-58psi Fy Pa' Actual l-WaySlicer . 0.00 31.03Pat Fy Psi. Anhwll!NRySheer 0.00 40.17pm Fy Psi= 1 ' 12-31-07 a Allow 1-Way Shear 040 76,03 Pei OUwvAceept¢Me SIZ60 a lipnelr,g,r Alaw 1 JA+ey Shear - 0.00 78,03 pal DPberAcceptabia si:aa&,Pao op - Amrnv 1-Way Shear 0.00 73.03 Pa! OtherAtx4pt"Sues 4,8pachge W Ode ° Too Reinforcing • None Spae'd Tow Not reld,(vile 4 S'Fr Tae Reinforcng - None Speed , Tor, Not ret{d,W 4 S"Fr - Toe Reinforcing . Nona Speed Toe: Notreq'd,Mu 4 S•Fr i am 12.23-M - tied Reinforcing • Nam Spee'd Heel:#4*19.76 to,95r@ 30,50In,We 43,OD in,ratio 48 25 in,rRtq 46,7fi in,Ift 4 Had Ronforering t Nair 9pved_ Heel;�1 SAO:n,NQ 2 W in,Oft 34.00 In,#7Q 46.50 in,Me 46.25 in,Plie 4 Hcal Reinforcing - None Spector I teal:#44t 1225In,Oft 18.00 it,MQ 27A0 h K7Q 35.76 n,lea 49.25 InVIQ 4 Key Reinforcing - Nato Spotlit Key, Not told,Mu a S'Fr Key Rolreraoirg - None Spea'd Key: Not raq'A,Mu a S'Ft Key ReiMbrcing - None Spacd Key. Not req'd,Mu a S•Fr f 1 • . qlF OF C All-\C p4�rS&g0i pt}fFS81(j - R' CF� Q(sOFtiSS 1 B 4ta0fFSSt N /,.4'Q�04t'tY _. yotNY S. F�. _ � i(�N , hd}j✓�OiNY g 1 r �f? .31925 2! ( �3y 4, W ~ CE319?� N }n t<- �� N n� ti' I 12lJ512006 I CE3t02d (wI - I rru C[31a25 F, is \ 1 EKP• T a f t t X ExP:I "1,2C06 1 Exp,12/91i20� JT �� E%p.18131/?oco I I c CE3rgn 1 p k 1l r o g....� -�;,;!�,, /jr `r 1 .a/J �Al f �7 �: C Vt4's t\S."', f ) 'tit _Jir2DrtG Nk� q ( / •OF r" . 9 ::,::,Za%4'. ♦r)�f•.C�ALttt?..., Ck�:r'✓ \?2;•; t\ \� -✓ \J'r avL ,l W.I.%r• �� /C.�1.Yry>:r ,C ���/`I` . I TIMOTHY S.MALLIS CIVIL ENGINEER Title: Job? TIMOTHY S,MALLIS CIVIL ENGINEER Tide: Job# TIMOTHY S.MALLIS CIVIL ENGINEER Title: Job01 TIMOTHY S.MALLIS CIVIL ENGINEER Thin• Job.4 V) • ORCO RUTILE INC. Dsgrir. Data: 4:51'h9,17 APR OS --'"•'-• Origin: Date!11:53AM, ?9 APR OE ORCO BLOCK INC. Dsgnr. Date: 11:33AM, IS APR OS Dagm: Data '139AM 19 APR O6 4510 RUTILE ST. Description: rprea: ORCO BLOCK INC. Description ORCO BLOCK INC. opwak dP5rvrja,WL nraAr.rwaNP.43aw: Description: Dascripllon a:tveskraswOrzaea.ecuea6rmuresrn 7r-latm�nm 4510 RUTILE 9T. 4310 RUTILE ST. 4610 RUTILE ST. I so.tr,re, RIVERSIDE,CA,92509 RIVERSIDE,CA.92608 •rryYa•Nae731RpM AY,'SIA RIVERSIDE,CA. , ado RIVERSIDE,CA.92806 scope: MAWMACd5ea10."<PSTM roan',rcaloea»IM#Y8ek5 bodge: Scope: Scope: -. (981}685.1521- AAflea'• (01)685.1521 (9b1 e65-1521 ....,....._.....,......._ _..,__.......----.--.:.__-.__...._.-._ } _ - .-. .- - _.-......._ E951}686_1521 ... - Rnv tows» ... . rwriw eTm7k;RPN05Am*JS is MU7 111*2 8: .IWPCe .. .•••.. _ _ •. •• ax,•eI1pW �• •_••••• __...................... _....... ....... .. IncY„a,wueura:Ir..wa.,arr.Y,-lun.:urr Cal''tllaVrtred Rttta![tin' Vltali I�t3St it Paga 2 A7vtmetrw+xe7c:2mursrrrAltaveAAlK.onerrsser2 ew,araouaP»,vut.:.o.arA•t+aa.vn,ed Page, I U011,1 ollwstc„v=ran.s,n.rsurn-W Cantilevered RetdiniFrg Wall De$lgn Page 2 f u°°,xiK%141,laaf.vvf.IA.:s•�oloy.'AIKS! C ntllevered Retainin ilifail t7ea n rlar I M1aJtgaLPerke r:,ld0ael¢4raa lord V411ali;,al1.:4Dff nil ducalll It �_ro,ar.n e,5vcraa Cantilevered Retaining Wall resign ate r :'air ,.,.1 W an•n wflatlaG t,A l: tt satin 51 PI' Ilrnan' to tPIkFYIrtJaaGW.0 � � ig 411VrJ 1er�ex2 q0e tparV ® �: -'-ua ISO la- Description TR 31071 6'-0"RETAINING W1 B CMU WALL ON TOP 80 C WINDla- M"`s"t`°"m t MrrD07 Description TR 31071 2'RETAINING W1 2.TO 1 BACKFILL Description TR 31371 2'RETAINING W/2 TO 1 i3ACKFILt Description TR 31071 2'-8"RETAINING�41t 9 TO 1 RACKFU I, 1 1 ... .,...,,,__._._.___..__,_..,..... M eFU IaMI 84 ,__ ,___._._.-__..-_........ . -„ _ _ .__- .-�-..---.--..--.,_----,-......-- _ - L.I�.IJ _....... aeowofm4pxaea4cuaJ a7@aWene6oRAmPwnr:Yr ! Summa Of Overturn( &ftesistin Forces&Moments 8 Crtterla 8oEl Data- - Footing s 3 DirtYetssioras 1 Summer of Overture+n 8a Resic Forces&Moments a dit'lly ttsr0M. :Criteria L8oll Daft i� 'Footing Strengths&Dimensions �����r ,_.. "� nrP ..x....r:.a:,vs::...:wx>=•x,x:.ie.Y..>:,am:>:.r.nn�.Ati,».rr...>.,au>,..,..«..,.,.,",.,.«"x.......n�..,.,..,,,e..,wx,,.,,,a».,a.»,,:,,,,..+",,,»-e.,.xx.,,.,..w•.e„a.rn+r.. +,t`` , a -� - --. x,caxaSS'&:10:�.�ximersa.,'isms.z•:eur.rrr,•.rrcrc::vs,cu. "o,x,•.,.".»..+.x.,:v.,.x,ew..x.xw.,.»...v,.Iwa+r,,,wwm.+rr.,xr ..-.. r.. - v.••_, 1 MAMMA&IN iAr Ar gPAriA SLGI)WWASMONK -rev s-cvfte a .-4•t*W4'ac.dMI p} i��i ••-�•��.1•.••,.+.��¢.'�••�-•>••.kSP.T'Ca::'r>'."YN dh);YemlK'ASttea"rx,'RX+ktn1+Y:lG6vwtlkT,aixW.%✓rX5 ;„ilkallE7al4!#'LiKitSYriYaaa:r2�x•M5c.9ZaS r •• -_• •- q:lYr..x'aazLr�2."•)vr..,«^:=•aSs:rl3xt)&:.]ns_Y'NaA eatinr:%.T<F':mS2NF.w6ze:v1,500.0 ps�•� r�OOO psi•� 'C''a' ...-RESISTING"... aasrMwffa,0rroumvE&OntlpyraPl'�1 YeAli7Pn'eat • Asar;SoD9 S I600.0 sr rc= 2,DOC I F - 40,000 .....OVERTURNING..:.. .,._RL'SlaTddG.._ Allow - 1,5J0.0 h• ZOtl6 psi Fla = 40.000pai M an Force Distarnce Moment Force Disfmce RatdnedHa�ln 7t10d F Iw Y Pa' Porce Distance Moment Force Distance Momsll RdalnMHeignl ?.67n n9 -• Pr _ Fqulratettt Flukl ure Mamod Min.As% = O,OD12 FgWuaWN Fluid Pressure Mdiwd Mn.As% OW7. t4onttet „o�,,,A,��M atrairw�neverlot,• Walihd atme„t41 0.00R Rem roil R tt-# ibn n R-fi Waei item wa tt R-# u» R R-B 9ht HaolActivePressuro = 50.0 .---..--- _ _-__.. ...._.___-_.__._.................,. __._,..... w•itJadW Wall = O.00: Heal = 50.0 Heal - -- VJS --•,_._-- Surge Behind Wall = ?.00:1 Too Width • 130 ft .-_.. _. I O With • zoo R Heat ACmw Pressure = 0575 253 2,000.8 Soft Over Haai .. 7..Sc5.3 2.83 5.b308 Toa Atsive Pra,carra = DO Fled YVtlth = 1.76 HaeE Aallya Pt6esuse = 313.0 1.17] 370.2 Sol]Over Ha¢I = 218.3 121 288,0 Blopa Bstlntl Wall = 2.170:1 Tfw Aullve Prexvtire = 00 Ikd value ° �Tom Active f'resarAre 0.42 S!++Pad Soil Owx Kcal l -Miphi of SAu1 over Tne = SOD p Winters fight in = 1iS0 n Total Footin0 Wit n -` .fu Tos Alive Preaaue 0.42 Sloped Soil Over Had " 32.3 1.30 44.8 hb!gM M Gioli ravel•Toe - S ton In PaaSile Prnasure = t50.0 Toyl fa�rq Wtfh O Surma Over Toe = Su[ Own Hurl - SON Delrolty • 1lO.W pal Winter height over heel 0.0 R _ Surcharge Over Toe = Surcharge Over Heal - Sop Density = 110.00 r Witter height am hest = 0.0 tt = age Surcharge FOOtingTtlicknes i2.00in f9 9 h Fc FooengTNddfecs 12.00h ����� nonsense Adjacord Footing Load - Adjacent Footing toad I FOOtingilsoil Friotlont = ^.300 = Adfacant Footing Lead - Adiscanl footing Land - FooOngllSos Fiean - 0°JN - +•-- '^"`- WlndatStem K Width 12,ODJa.- Kwy1A9t01 1200b- Ad1ed Wale land • Aidat Dead Load or Stem = 0.00 -- _, I • 0.0 per Sal la4ht to Ignore Key Added Lateral Load • Aide]Dead Load on Stem - 0.00 VVlnd an stem • 0.0 puf Still height to Ignore = ______ Key Depth = B.00in ToryDepfn 7Omh I turd Stem Above Bolt = 101.4 10.00 1,044.0 Soil Over Tos 11I for passive pfaflai8e = 0.00 In land Stem Above;,oil • Shc Over Too = fa pRgsalva preeare - - 0.00 In = a a �..,--.I! !taY Clatanw team Too U.60 tt 42 less- 0 SeismcLaatl a SuruhlugaOverTw _ Fr 42-C0rr7. 11 i _..---_--- -.._.._._. ,_ ._.„ __, Covat@TrPp 3,00in Qetmr 3.00in SlismicLoao < avich iguOwl'fx op = ivy Defense tom Toe 0-50a SteelWeight(a) AXRa ctnr sntm _... ... .. BtemWdght(a) _--•------------•-__, ..._ "'"•"" �•-.-'-•---- = 842.8 0:37 3t5.1 Q%r 4R01,1 ED w Mo:✓cr. Desi n Summ 8t6m Construction . T.Stem _ _ . 156,0 0.33 52.0 De6j 17 Summa I StOm C0175tfUCtlOn t Tap at= Taal =.. MA O,T.M. = 3,014A _ / Pp 1, .. ,-__.--__-_.._.._.-..-...___ Total 3136 O.T.M. 3J02 EnM StamTranaisona= It,� ----... Cash Q Item TransitWm, 12Z,1 O.R3 _ -�-1NSAcF R£fa0. m.•aam ,'rnm tnazanarrsa,vx?9 WAKWU%WWWM.XArra rn,ua.lr*et nwto OR Q r:Atx:,a+arHPvvnNe Ar,' :r•-rera:atnar 12 5.I :,WMQ"Aara„a vhl4�.r raso9'-aunt CK t01,6 Total Recta Load - Slat Nora n sit ftx ReeisUrt rfrrnin Rath " l.RB Footing YVaght = 9 SIR oats O.OD ftasistin tOverhirnin Ratio " 2.60 Podding Weight , r'aE¢I eaerrng Lund 1,3341bs Design Might ft= D.t70 ■ 9r0'+e 8 150.0 2.13 1,SS25 ...reauaantem. = 2.77 in 8 9 276M Leo 27SO J Weight 1:0.0 3.76 •� Wes Material Ahava"tar" = Masonry Kay WeipM . ..resuRant sec. 3 A3 M Was Materiel Above"fir' . IMtc+sy Vertical Latch used far Sri PreaS.ne 4,136.4 sus r '- 592.5 Ttdciur,wn • 6,00 Vanlcd Loatle used(a Soli Pressure= 9�.8 nos Ved.G+,m = 75 A t.00 75.0 Tackrwav . coo t Vol.CaDilawhY - ` 2_p.n, Soil Pistil Y = Vertical component ui acdw etaultt Used fa cell presel,ro pa ll - ` latOcl dot ,4 of aC.@'ta easws,wed to sop 7"k4A 4.M 1,018 7 a Tao 942 pat 4K /56.7 1.'I$ 7147 npana pr preeatna Total= 4,138.4 Ilia R.M,= 8,9D0.4 • E"OOA111 a MIX Sou Pressure Neat 116 OK +Pone i'x Q pa!f$ Reber Spa # 4 Total• fi20 8 9ri R.M.- 063,7 Oak Preseuro Q Had 28 OK Reber Sps:ilg - • 32.00 Soil Pressure nos t,3C6 OK t rsaa Relew Spacing . 32.00 OF 8"OW. ANWgbO . 1,500 Par Sum Prtnaslxv isnaa Tnaf Astw elilo Reber Placed ffi • Edge Ai $41 Pressure Lea nvataepet De Pitied ffi - Edge 4"DPA,517R55AWPMWIIM .ActFactoredaTo* 1,094Par Design Deft --. +� ._.-_..'__.... . . _-_.. .. .... ....._...--- 9/4",P AM III VPPM WyM1RAF7IWN I t7ER act Factored Q Heel = 126 pal R'�B*re* = 00.0 altar Alh = ACIFactaed Toe 1,508pa! ihotlFB a � v ' AC Factored tied _ 32 paf T s'Fate 0 Sedan Toe= z lasse-z z .,.,_._ ,:,•. Total Fotoo Sedan, Featln Shear Los • D.0 OK Moment-,.Actual R-#= ',A ... t FAaRIC•9f.OPFT0a7RA7PRPR0VIP�COUtLf."rSm19p' a oOas Ibe" 10'J.0 -I(I 1 � footing Shaer Too • 0.0 psi OK MammtL-.Au'lwil R4i- 68.7 0 a" Rsi t�0 Footing Show Q Heel . 8.6 psi OK = Fading Shear Q Heel . 12.7 psi OK .1 v __'r'Mrt Allowable � 78.0 Psi Mamant.....Alkxsahle 606.4 = 78 pal lib t 91war....,Autad Nsi• 1.7 Shaar...,Actuol pal 30 w Wait rrtaaNty Ratios AucwsWa A Sh24 OKaer Allowable pal= 104 ,I� --� s�it{NQR7. owl.,., q I7"n�Y ��'MO 2.04 OK Shsar.....Ailowable pain 19.d WOverturning .all stability RatlOe ..... . ,t-- TNAAbB027011As4Vomwv '�tn9 1.67 UK asDsveacpASOVEHL In, 20.00 akfing r ?06OK Bar DaridapASOVEHI. in- MOO sddhgt cafes (Vartkel component Used) tUs g,ttplF+ude aELOW FIL In. B.00 Slldirlp Cdcs (Vertical Component Ueat) liar Lap/Hook BELOW Ht 41- 6.00 � � S -'-4 a" Lateral Sitting Face = 313.6 Poe Wet weight • 78.0 Lateral SidlingFcrae . 470.21be Watt eight = 76A i.� . /v Arr.ririta'e a.n^nV., rr� loon ICD%Povulva Farce= - 229.7 ft Robar Depth'd In� 5,25 � //�),� . __ ''2>a �.,'av WAli5 2'-8'AMU MwgFaFR Nils 100%Ffortion Force a 270.2 ft Masonry Dili _-.-,___,__................. . . . .............._,,..,,______-..___. k,uo 100% asalva Farce= - 37a.71bo Ma9oar Data d' I..= Y.2S - ' `/ I O C *6" rm psi= 7,500 $ass100%Friction Force - 400.1lbs mnry I= 1,560 Added Force Regd - 0.0 Ibe OK Fo Pu� 20 OOa Added FoNe Req'd = 00 ft OK Fs psi• 2A OW 4,.- H, ....._ ..fa 1.$:1 Stahiay - WO[be OK SWd CrouOrg Yes .,,.fa Ili!t SLab1py, = 001q OK Solid Grouting W °f spacial Inspection • Na Spsdal Inspection .- No Fortin Deal n Results = 25.No -flz asrav ar�saae,---a Mrntu er ttatio n' Foalin Desi n Resu Is j = z Ln Tots ,--t1S41 8hdwor i"nrrit odor = 1 A70 ---.____ = .00111 O av7.r3iak tea' � Neel Short Tr Meerm rrill? 26.76 ,�, , , r�, ' , , r•l r� At .�.. ,�, p^ip Fadorad Pressure = 1,094 128&d Ewty.Solid Thick In 7.60 Factored Pressure - 1,C:06 f Equiv.nhcd TtdcR In.� 7TOO Ll L, 'y LJ f,1` Mu':Upward = 0 0 R4 Masonry Rolf Typv= Mechum%ftht MJ':Upward x 0 a RI Mesanry Block Type c Mean Wall __. __,,,,...,. ...,...,__' Mtr:Owmwad . 0 0 tt# Concretepeta _ _ - ._.__ 4a7? O/L' 33" #4a37"0/C 15" --.___,,,_.,,_,,,•..............._.............,_„-,,,,__,-_-_._, - 7' (' 1'-9 61, 6 Mu,Des < 0 113R-# ro Psi' Ma;Downward = o oat-# CfoaaekDala --___._.. Lo. f3"�- Araall-Way snow = B.Sepei FY psi= Mu:Design - 0 27on# F psi. _ 1 1'4®J?°O/C 41" 1�4032 0/L 18"� Allow t Way Slices 0.00 76.03 psi otter Aewptal elaea a Ilpleinge Allow 1-My.Way Shear < 0.00 76.03 pal Y Psi= Lou `/ ... = 00 Ao rp) 2,-O, 12" t 6, I R x�---- Too Retnfrrchg - None Speed Toe: Not mq,Mu-S•N Toe Reinforcing = None Wit Too Not ieq'd gMu S 8 ft Ingle = Z �+- 9" _ ...d HooRtlnfaeing - None Speed Heal.Nut Isla,afu•--a-@rt HeelReedalclrsi . NunaBpedd HsW,NutFula,Mu,S•Ih 4- � t,: O - .,. �__..._................... 4 J ,}r4fR3?°O/C ... ,4_4 , L°'.-.24, Key Rehfaaing - Nara Speed Key: Not logd,Mu,S"Ft Kai Rviniulcugl - None Spec:el Key: fling req'd,Mu a 5-Ft J 3'-4' 2'-6' 16" 9" LD" 6x( - ...__...__.,._.....,,. 4016 O/C .57" ilT4RAg6 61C"_,7E N W a 4'-n'.3'-& 21" 12" L9" sn(-- 0 Q_ YaO1: . v�ti~'`: kd Y 9• C �AilFf,S 1_ _, /Oft SSklo�1V. SSIp t_ _.-,_,.,. -.,., 0 . ,FE P D 0 a Qt tttY 6,' , RUJAW TON COMM. ,��� t I 1�.�tty s,lz F� 4rvo iNY g y.- Fla �Dc �'y.� \ t 'w y17 @f si� (L' CE319 {'" /c4' lg ZP '. �i 7R. NO. 31071 PALM '� iJ/'- NNN'... , ` G tszS �j specifications f CE31926 '�� DESERT (ap,'12/3!I D6 ( O[31796 77} IW, EY,p.-,2,y1?2006 ,^,,,,,,-__- * '� .. !1 �- 12/31i2608 � ) I�' t 121s2o r Grp,1213'I1F006 Its '2ao6 A,. 1f Jg v� r 4 \* t ., �p, �n-,ter.r, .T,, UVtw ,I � \sQ /`!'' �' CIVl1�. \\'\�T� � , sheet book El 4i ct �`�rrtJr 1 4T `'h �. A- (U - � '_f O O CC4 N TIMOTHY S.MALLIS CIVIL ENGINEER Title: •Lob# TIMOTHY S.MALLIS CIVIL ENGINEER 'title: Job4 TIMOTHY S.MALLIS CIVIL ENGINFER Title: Job R TIMOTHY S.MALLIS CIVIL ENGINEER Title,. job It TIMOTHY S.MALLIS CIVIL ENGINEER T#te: Job# -0 O e1't 8 g I- ORCO BLOCK INC. Dagm= Data:11'33AM,19 APR O6 ORCO BLOCK INC. Dagnr. Date:l l:W-,I. 12 APR OC ORCO BLOCK 1NC, Degnr, Date:11:33AM, 18 AIDR OS ONCO BLOCK INC. Dvam•: Date:t t:33AM,19 APR 08 ORCO BLOCK INC, Osgnr, Doe: I I TIAM 12 APR 06 Description, Description: Description: Description: Doscripnon: 4510 RUTILE ST. 4510 RLITILE ST, 4610 RUTILE ST. 4610 RUTLE ST. 4610 RUTILE ST, t� RIVERSIDE,CA,92508 RIVERSIDE,CA. RIVERSIDE,CA,82609 g RIVieRSIDL,CA,92509 RIVERSIDE,CA.92509 >' -J J sca pa: Scope: Scope r scope".951 685.152 1 1 961 885••1621 951 8bb-ib21 851 B -15Z1 _. ....... _.. . . 9b1 88b-1521 I •---._....... In,r near• - _... _.-_._ .......,.. 1a":N'wa4ia11✓d.�=6,.S42wa,1/P.MwIT Cantilevered Retainin Wall Desi n Paep 2 ! aOr:tNan».y�E.,P.nA,rlhav4aa tantit6verBdRptainir !Nall Dasi n p°B' ' t,''; r�°.,i"""I •° ' Cantil8vet�d R9taitNilQ Wail Q0S1 n peg' 2 uw"ivaeawa,a.�,Iw.,aat�M> piltl l y= aL+,Kefrzwals.ztwa.,PPa.t,ata: rw• ie>.aa-wmn.Au g g r .4n, la. G i t, =,'1sc•.,: >g Q 1: a r,v , , g .tot. r s •> �m tl„dot¢ ,err _1„IPa,aieNe„�tr: Cantilevered Retaining Wait Design�. u m ^e:relu ,„a..M.; -,,e Cantilevered Retaining V1(a!I resign_ _ Description TR 310'11 2'-8"RETAINING W12 TO 1 BACKFILL Description TR 31D71 T-4"RETAINING W/2 TO 1 9ACKF-1_L. Description TR 31071 T-4"RETAINING W12 TO 1 SACKPILL Description TR 31071 4'-0"RETAINING W12 TO 1 BACKPiLL ( RascripHDn TR 31071 4'-O"RETAINING W12 TO 1 BACKFILL - .,.__._,._...._. ... ... . ........_-_,-__..,._-.,....._,.... . ---�.- .-----._.. ... .. ._ __-..._.-.. _.._.._--__ - _ --- ..... .... ---. -- __...__- _._--__.._.___ -_- - _ .. ---•-••---- -_ - - Y tl t the&Dlmena a f s e s p Summer of Overturning&Resistin Farces&Moments - ,. .. �t;riteria Soij Data Footing$r13ng lon6 [8umm r r o Overturnin &Resist FOfCewtL Mtmt tot "u A n Critetla a :Still Data Footing Strengths$DEmonsions Summ�rV Df()verturnin &Resisting Forces&Momenta -� ti•u=::r+-<I",..,rY w ,. ,u .aaw - r: .elainr..aw.,rRw,nx».»vx".ruw..w:wa-Mx.r.:avnss aaa,:uhx",...w..x.x:,, _. - .....j 1...,.. - ,:. r.4 sxaaV.'1iFaca.�NaccariYtnsib7aY.¢YCf2•w.mrl ¢, >, -vvaaaxarcauaamumn-�_.rs..,u•e".w,w«>n.,wn.Mrm xtx,.s..w.• .w .»"w. +.>.<«>n:.f -� ��^7 1. .p, ..>r.. isrw..nwt,.>,,.,.a'toe."«�san+w."+.er..•<tt`;5�.•.Na�tm s=es yr.�at.,wwe-mw„rci,v,axsv.�+ .emu ww" we "c tr�»9n,scc+,»4i> .mST?smnmCezr ..:x„v a .f v!•ixx. rwwi> w,".rae_GYC'..4-_ 9T,Swre1'Z,s -1 -9 •_.1)attA•J43hv"' ..{tom ..k'>k in6Y3iY1r<&'.keY:•1`,Ps:'iLti,:'ctx:.-�.ril».t.1,'4A W'.�.•. `5k;+a'[4a/A4",::.,:TYu l>YAtUlt:tut>r'.+Ta>AwuriJeie¢L V,101h1'V1WJ;LfV4tits1-O't t"7'2}tY••r•'NMv _,'&ro],,AYRWR .....OVERTURNING.... __RESISTING...,. = ABowSol Dear - 1,130D.0 per fa= 2,000 pa Fla - 40,000 psi -.--OVERTURNM,.,. .....RESISTING,.... . Allow Sol Bearing - t,Wu,O at re• 2,000 pal F �40,000 pal � __OVERTURNING..... .-,_ Ta10.- CL 1 � Force Disnnce Moment Force Distance Mamerd Rtt18!ned I�.dgrd 3.33 R ins Force Distance Manent rc,c Distance Mome,d Retained Height 4.0011 P Y- L EquhrdaN Pre Pressure hklhoct Mtn.As 94 = 0.0012.00 , Equivslertt F.gdd Pressure Nedtad Min.Aa 96 • 0.0012 fads Rgsttnea MIt.6 repo psgrPL„ Rlasrt O Item The h its . it rest.._ .. _2..._ Slope Behind Wall = 2.00:1 oe Width = 0.00 R - -...•._.•' a Stoper 30*4 Wall = 2.DO i 1 Toe W iidh O,OD R .. ... ... .. - t::) V HeiIAW@wePressure 470,7, t.a5 tS7D.7 SuilOverFlaet = 3910 132 $22.1 °P _ Toe Active O.O Heal Width • -,2.50 Heel Active Pressure aaa.2 1.75 t,r<03.6 SollOva:Heal f1716 1,SF, 1.0833 FasAcBvoPreasure = 0.0 = HealAaivePressure - 1,02D3 2.f4 2,201.E SollOverHsd = 1,245' 206 2.5772 - Hol ht of Soil over Tae = 3.00 in Passim Pressure I SO.0 = , he ht or Soli mer Toe - 3,00In PAO9"Pressure - 150,0 Had Wioti 9.60 � � fun ALlnwa P Deaf ill - OA2 Sloped Soil Over 1 Led d8.9 1 58 76.0 D , t4el roxhg thufu, 2s0 Tat A t vva Pressure U.42 Sloped Oou Over$lee! 92 4 5.89 174.6 b = Total FaWktg VUkdh = --�u'36 Tut acutw Plwauru - 7.42 Siegal aaR Over t4sM - 220 6 25t1 42 - VVdar height over h"+il 0.0 fl taster t ewer had 0.0 tt Surcharge Over`-am Surcharge Over Heal = Soi Denafty, 110.OD p[:f Foedrli Thickness = 12.OD In 9urahnlge Over Toa 8urchnrge Overtuee • Soli Defwky " 110.00 Pct haP! F . Surenar Uver'1'ae = Sumhu Over hied = - tZ & � 9 9 aotitD 7Nckneae 12.00 in 9e 9e Adjacent Fnalhlp Lead - Adjaoerlt footing Load - FoostngUSoR FtIWMn = 0,300 = Adjacent Footihg Load - Adjacent Foolf Load • FodingllSol Fdcdor = 0.300 Ad:saent Fad land - Adlocerd Fod-ilia tied = C WeyWf<Ith 12ADJu- .• - Kay WIt4h 12.D0iu Added Lateral Load = Axial Dad Load on Stem - 0 DC ` Wind an Slam • O,c Pal Soli height tool" KeyDepth • 16.00In Added Ugetal Load = AxW Dead Lead on Stem - O.00 W Intl on Stan = 0-0 paf Soil bright to Ignore s Added Lateral Load = AA191 Grail Load on goal • 0.00 � 1 �. J. P Load Key Depth - a I.00 in _ Load a Siam Atxnwr Sol .= Sail O,rer Toe for paSdve preWat3re • 0.00 kt MY DlsWaoa Bare Tom = 0.75 R Q Stan Above Sd S17p Over Toe for paserlre pressure - 0.00 tin - _ _ _ Dlalenpe ham Toe I.OD M Lead a Slam Abate Suit • Soil Over Tea � SeirmId.oad = :iturdAYcrgeovaTOO = I:oYar+Glop • Z!Mfn QBtm.= 3.00in SdemicLoaJ surGlarg80ver7ae . cover - 3.DOin�QBbnn 3-001n SlemioLoad • NumnargaoverTls _ > - Sfam Wdght(s) , 216.3 0:13 r3g.4 Desi n Sunlma Stem Construction _ _,..,-. StemWright(s) __-...,.---- .. . - Top stem ToUrl ,,.-,-...,ae@2 O.T.T11. .. ],203.6 = 259.7 0"'13 88:0 Desi n J''um-- _.. Stem C001ttrUCtlan Top Stan -_.._.-...-...-___. .. ___..__ .. = 3 O.T.M. slam Weight{t) 312.0 0.33 t04A . . .- of s' __ Total = 470.2 O.T,M. _ .. 679.7 Earth Q Slam Transitions r giums ama;.xrs &r:rs,zweKx r nrr::�_.:, -.17r l.:.%".ay.gm.r.nw,3&ati.-»i Kim-txam oK ._ ............- _- - Earth Q Stan Transit€ons..- 'a>rm,a�ismualwaeuar�norAa.,ta,W,;.,,c us,z.�� -aa psa�amva�aexntnaal.:.-: curio oil-� Total 1,029.. _ T.M. - 2265:6 Forth Q Stam irarsiftoml, '� I L tJ . Resisdn Overtu Ratio • 2.34 Feeling Total Saattn�Lead 1.043too Dalkon hall H= 0.00 ResfatmgtOveHtrmingRollo tot FacingWdgm . 376.0 1.25 488:7 TOW Son"Load - 3,0319,a Deal$"haight ft.- O,DD Reslsdin Ovetturnin Ratio • 2.90 Farm W f 75 9/67 gf sting = 150.0 1.00 30C.0 - d 9 nfP � 5Z8 0 1 V Key Wallin _ - ...tostJtent ace bag In VuheY Material Attrna"Hr' • tAntonsy Key Weight 2C0.0 1.25 250A ...rasukad coon • a.73 in Weil netetlal Abcora"tit' _ (via VetiWa1 lit 2�s i Vertical toads used fa Soil pressure= 1,:Ci3 7 ens y 7 - 150.0 1.00 15C.0 .. Vertical Loads Ladd for Sall Prexru,rn= 1,947.0 bx = "�Y VfeHiovl Loads used For Bali Prltsntura= 3.081,3 isle V C S ' ISO 3s6,7 �4P► �.*Al. Vart.Component ThWWlas - 8.00 Mt.compairad , 348A 2,50 a84.7 Thickness 8.00 = 2Ad.4 2.CA 485.4 Stoll preastuo a Tea • 3,477 psi OK Reber Sim e # 4 SON Pressure Q Heel, - t,478 psi OK Rebor8ize # 4 a rmpontvt 514.3 3 S0 1,tiDD2 .._,..__,._. Vortlentlsett wattatacdlia aware used(aoDil ure _._..'. , , rA rt7 Vertical cnmporxAlt l ttdtWe pra,swure uaad fa sod proosure _ Self Pressure Q Find = 77 pet OK Reba Spacing = 32:OU '�' pr �oa Tofa4• 1,842.S Ibe R.M.- ���2,8i72,9 � Salt Pressure a Hee. 2a6 psi OK = Vertical rnmporsnt of active preseAlre used to salt pressure y„r �.¢ I yr Total 1,333.7 Ilia R.M.= 1,587',5 p ktg Reber Spacing 16A0 ToW= 3,C81,3 ba R.M.- 6,Swa1 Allowable 1• RebwMoodfit = Edse AJiowsbb 1.540psf RotorPbaxwkat = Edge -- Bore Pr¢suna Leila Than Rliawebtepffi 003"Data I ''. ''••�,„ '. •• • 1.... ._-. Soil''raasura Lees I hen A llonable Design Oats ACI Faclared Toe 1,702paf - = IWFB+torpor = 0.686 40 a Po(FB+fe1Fa - O.e06 ACI Fadorod IJ>r 7oa t,721 psi to C7 d1 ACI Factored a lied = paf ACI Factored 4@ Hari = S:Yl psi > ! :_ p Tom1 Face Q Section Ibe= 277.2 Total Face a section Ibs• 400,D v ' T Footing Shear Q{ oa • lino pal OK Foaling Shwa'Q Too 0,0 Pei Olc I Mar:,eM....Aetud R-#= 367,7 Mrx1wM..,,Artuat R-r= 533.3 Footing Shear Q Heel - 20.0 pal OK Mor;,eat.-,Aftwobla • f308,4 Footing Sheer Q Heel = 345 psi OK MorneM_,.,Allowatio = 9t054 Allowable = '70,o pet Shear.-...Actual cal= 4.7 Alfmvaulle ,- 70.0 pal Pat. 7.0 {�•, Wad Stability Ratios V0It Stability Rados Shigir""'�"d Overturning • 2.41 OK SBear.....Alawatde psi= tA4 _ Shta.,...ANovmble psi• 18.4 � Oldmok ln0 2a10 OK Sliding 1.57 OK Bar Develop ABOVE HL In- 20:01D __ Siding 1.55 OK BarDamkipA80VEHt In- 20,W STdingcalea (VenklslCompanentUsed) BeriapwHackBELOWHt In; 6.00 9tHUft9cos (Vertical Component Used) BarL*Ho*BELOWHt. In= a,W Lateral Sitting Farce = 886.21bs Wag Weight = 78.0 _ loss 100%Pawive Force- • 500.s Ws Rtbar wl,ttP'a fn m &26 LdaaI W%P Force -, t,OMO be Walt Weight 7S0 Data lase t00tt Passive FaL�-• - 67C1,0 Rua Rotor Depth'd' In- 6.26 M --.. .........._ __ lase 10U'A Friction force= 582.8Ma aeO1n3r ---"' ..rin Pei. 1 .. - less 103%Friction Force" - 924.4�s fill eta r,800 _.__.... Added Force Req'd . 0.0 be OK Fa pal= 20,OW Added Face F1 d • O,D lie OK ire ri" 2D,D� drawn M :..,for t.5:f Slabilby = 0.0 Ras OK gad Gousing = Y23 ..for 1 5:1 Slowly a 00 RM OK gopd Gnarling p - Yes __ [_Footln ResignResults I Special = No Fuotip Desi ntZesuIts 1 sPaddinaDetlron No Modularliatiolf 25.7Ct �u�reszaa�,::aru,t�,:xxa.,:e�nsears�g Modular Radon' = 25.78 Toe_ __ l Short TernnFodor = 1.Uuo Too ,_t1sE91_ Shot Term Factor = 11000 proj. no. 0502 Factored Pleasure = 1,702 ✓is psi Equal.SandTtddt. tn= FactdredPreasure _ 1,721 332 par Equiv.Solid Thick. In- 7.60 Mu':Upward 0 0 R# MaaomY Sbok Type= Medium WatgM Mu':Upwad = 0 0 ft,# Masonry t]t M TYPO- Meetum Weght Mu':Darmward = 0 0U•R GaurssttaaUata idu"Downwad • 0 0II CbncrMe to - ......-._-- ._,,,__.....__.,.,,.,.._.... ...- Mu:Design = 0 523#4 rot Pd' MU:Design = 0 907114 rc PSI= date 12'23-05 AMWi-Way Silver - 0.00 1U."Pai Fy Psi= Afsiudt•Wsysheer + 0.00 34,66pal Fly PW= Allow f-Way,Sheer ODD 78.03 Pat DOWAACepabte 300#s SWclnrts Aflow l-Way 9heat OAO 76.03 psi �r as slutaa Toe Ratnfaokig = None Soo6d Tae: Not,egd,Mu..S'Fr Too Rainfordng • Nee Speed Toe: d,Mu 4 5 Fret Heal Rdntaohng - None Opo d Heal:Not rogd,Mu 4 3'Ft' Haw!Reinforcing - New spars Had Not roll,Mu<5'Fr p ' Icy Reinforcing - None ooatV Key. Nd raq'd,Mu 4 S'Fr Key Reinforcing - None Spew Key: Not regd,Mu 4 S•Fr ,i � L, i` .:.I scale AS NOTED i1 0kE& `t OQAr . ^'w/1 tr rl'f �o FES5iQ �� 9�ttra�,q�5�� ,ttiv a. � t Qw Q*` t �'-�\\ sheet no. 5 'C,'Ste',` r•� 1 4� O'(NY S,r>l t<y �p +Ir?� '( " a �fr. 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Cn J - w Z - Z � O � V � � V � J w � Q z Z Z � _ O 0 � Q l W O V rC z N � O w DC V F— 0 w >¢ w 0 oc 0- E specifications book ❑ o o C4 V V 6 1 � � IS v - saga 1 LA v1d L - v v V A r-+ drawn MLZ - proj. no. 0502 date 12-23-05 scale AS NOTED e _ , ."" sheet no. 4: EX2 *4 8 of 23 I I w M I h _ F , SM'A FOR PLAN I — _ OM LATBRAL AND — — — — — — —LINE GONT. ,- - - ' 3- 4-T 5-S 6-S I I I I I 1 _ _ _ ® (® I R P L A " 10GPM 1" 140 1 " 12GPM 1 " 8GPM ZON 5-s I I I I L - i n " J J 4 "S�AREAIFOR h I-- - - - - - - - -) I- - - - - - - - - -� L - - - - - - - - - - - - - - - - ' S�AREAG FOR- - - -� Q II ZONE '5-5 LATERAL LINE GONT. (� 703" I I�2 H 111 Suite A SEE AREA B FOR 'z -LATERAL,LINE CONT. � DRIP ZONE CONT. LEI SEE AREA 6 FOR I VALVES LOCATION. - II LOT 12 LOT LOT 4 LOT 13 LOT 14 15 mm LOT Ib Z Rancho Mirage CA 92270 J email: lnfo@rpla.net L_ _ _ - `, `ZON '5-5 W 760 324-2682 b , 760.202-7012 fax L kam OW logo= 0 wwwx&.net loom 0 loom 51 Consulting r— — I � Residential design G Commercial design ca tic 4275 ;a I ZONE "5-S t — — — — — — — — — — — — — — — — _ - ZONE "b-Stt W I SEE AREA A FOR ,t__ SEE AREA G FOR_/ �p,NDSCAFE DRIP ZONES CONT. ZONE "b-S" DRIP ZONES GONT. �c�0 Q�R r`[ ti�Cti�f L — — I I GERALD FORD DRIVE 'Q +2 J • I -3i-or NOTE• �.. w �� z� GERALD FORD DRIVE NOT1-PART of PACKAGE. - — : SEE AREA BFOR — — + — —_ - - - - 4- - - - - - - - - I -1 — C - - - - - . T' — - - - - ' I I VALVES LOCATION. ( I I I I I I I I ri I I I I I SEE AREA B FOR ( I ( I . LATERAL AND MAIN 1 LINE GONT. SEE AREA D FOR _ J �- - - - - - - - - - - - - - - _ - -► L- - - - - - - - - -� I- - - - - - - - - - - - - - - - - - _ � L _ - - - - - - - - - - - - - - - - - - - - - - - ZONE "5-S" LATERAL,,LINE GONT. — J ZONE 5-S SEE AREA D FOR DRIP /or 17 LOT 18 LOT Iq LOT 20 LOT 21 LOT 22 LOT 23 ZONES CONY. LOT 24 f — ZONE "5-S° r" I OT7 loom " t SEE AREA B FOR DRIP i ZONE ''b-5" ZONE "b-5" �-- W "6- ZONES CONT. GERALD FORD DRIVE Q _ ZONE "5-S' r j II IAREA Uj tbT s' I G o �- NOTE: SEE SHEET EX3.3, EMITTER _ - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - Uj w v w_ r PLAN 3 �\ Z V) LEGEND PIGS CHART AND LINE � I t INOTE. SEE AREA B FOR \ �� SIZING CHART. I VALVES LOCATION. I I ( cf 1 d \ \ I BDIAL EFORE o DAYS BED SEE AREA G FOR I I I I PROVIDE GAPPED \ \ I YOU DIG V..� rou o�c _J L _ _ LATERAL LINE GONTJ L — — — — _ — •. — — — _ _ _ _ — _ _ _ _ — _ TOLL FREE 1-600.227-2600 - - - - - - - - _ - -� L — STUB FOR FUTURE - - - -� - - - - - - - - — �J Z `tom r" J r ZONE "b-5' p CONNECTIONS. ZONE "5-5° A PUBLIC SERVICE BY L c O 1 1/2 UNDERGROUND SERVICE ALERT • I LOT 25 LOT 26 LOT 27 LOT 28 1 1/2" t �.�� 1 I I ZON 5 S KEY MAP spec ��'� u u 0 sheet book ❑ ZONE 5-5 I I 1 II D loom ' O N i SCALE: 1Ii = 20I - 0.I - $ -o LOT MIMI q i NOTE: SEE AREA B FOR `�i ,,�\ �, • SEE AREA G FOR DRIP \ ZONE CONT. ZONE "6-5" � 6 - - ZON "5-5" GERALD FORD DRIVE t"� a ZONE "54 v :EDAREA " D" v v i REC. CENTER IRRIGATION �; — CONTROLLER LOCATION - 3 - rh ZONE 2- �'' G 1 1/2 METER 4 R.P.VALVE SEE AREA B FOR LATERAL AND MAIN , STUB MAINLINE FOR FUTIURE IRRIGATION LINE GONT � �� �� � �� � •• e 6ERALD FORD FROM METERS. ai W IRRIGATI LEG VALVE STATION: TREE (T), PALM (P) SHRUB (S) , GROUND �: I ' INDICATES ELECTRIC 1 A-L COVER GR LAWN L NYDROSEED H POTS PT �� A SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS PSI PATE�1 AI ( ) ( ) ypN CONTROL VALVE SIZE 1 n 5GP INDICATES FLOW IN GALLONS PER MINUTE 'v M c ■ RAINBIRD PC-12-1032 SINGLE OUTLET DRIP EMITTER - - (13) 30 - H '"�""' X RAINBIRD SEE EMITTER LEGEND SINGLE OUTLET DRIP EMITTER - - (12) 30 - i U a I" WATER METER (METER 7) I Y" WATER METER (METER 6) INSTALLED BY CVWD ~� cy 1 w RAINBIRD XCZ-100-B-COM CONTROL ZONE KIT C J � -" NaTE' HUNTER ACC-g9DPP W/PLASTIC PEDESTAL, ET SYSTEM and ET WIND. ICR-KIT REMOTE CONTROL KIT A `. RAINBIRD PESB SERIES VALVES QRAINBIRD ><3RG QUICK-COUPLING VALVE F FOR ALL SLEEVING CROSSING BELOW PAVING SEE SHEET EXI.I M SEE GERALD FORD NIBCO T-5%-70 FULL PORT BALL VALVE LINE SIZE TO BE INSTALLED AT ALL SINGLE VALVES AND /OR G drawndok M� H VALVE GROUPING. VALVES ARE TO BRANCH-OFF MAINLINE COURSE AND INSOLATE VIA BALL VALVE - _ " " \ FOR VALVE AND '" BACKFLOW PREVENTER PER CVWD B I: TiIESE PLANS ARE DIAGRAMATIC. prof. no. 0502 ZONE 5-S PLANS I (M-8) 2.- MAIN LINE AND VALVES MAY BE SHOWN IN HARDSCAPE FOR CLARITY ONLY, w' INDICATES ZONE FOR VALVE TO MATCH STATION NUMBER K : These plans have been reviewed* by the Coachella Valley Water District in — MAINLINE PER AREAS MAINLINE SCHEDULE 40 PVC PIPE WITH DEEP SOCKET 5CH FITTINGS UILDINGS WALLS AND HARDSCAPE. CONTRACTOR SHALLaccordance INSTALL VAN SERIES IN LIEU OF MPR SERIES TO AVOID OVERSPRAY. date 12-23-05 _ GENERAL IRRIGATION NOTES: with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section LATERAL LINE CLASS 200 PVC PIPE 65597 et seq. requiring efficient landscape and irrigation design in cooperation SEE AREA B FOR DRIP I,- POP UP SPRAY HEADS BE SET 12' AWAY FROM WINDOWS AND WALLS TO PREVENT OVER SPRAY FROM DAMAGING WINDOWS AND WALLS. with the local governing agency (City or County). scale 1■ — 20' -0■ '• ZONE CONT. NN r LATERAL LINE CLASS 200 PVC PIPE *Approval of this drawing by CVWD staff does not constitute approval to I'� j1 U V'� AND N D• 2.- INSTALL PROPER SIZED HUNTER STATION DECODER PER NUMBER OF VALVE AT EACH VALVE GROUPING (I 2 4 OR 6) ' LATERAL LINE CLASS 200 PVC PIPE ' ' encroach into district and USER Rights-of-Way. Trees, plants, walls and —. — ,— — permanent structures of any kind may not be planted or installed in CVWD and — — — — LATERAL LINE CLASS 200 PVC PIPE USER easements or right-of-way without first obtaining an encroachment permit ZONE 'Ifrom CVWD. sheet no. DATE V ;L z' - I All EX3 * 1 AREA roll 4 lY1i�.fMf'i: 6 of 2: L-171 SEE AREA F FOR /" H DRIP ZONE CONT. U ZONE "2-5" LU - _ -+1` � �� ; _ ---�,-•v.. ter,. AF � r Q DD T , L_j Rancho g 1 % % ' rr` ,.•-„ +•••', LOT 62 LOT 61 LOT 60 LOT 59 Q DIAL TwowaaoHc CA M70 �NE 2-5 , ,.. � BEFORE oars eEFoaE Q �, ,t� - '%�''� 12 5" F rouo� -� emai:i .net - - - - - - - - - - - - -ZONE - - _ - SEE AREA FOR - - - - YOU DIG nfo�rPla Fir F TOLL FREE 1 BY 227-2600W 760.242-7012 fax LATERAL LINE GONT.-r r � , ' A PUBLIC SERVICE 8DOLCE AVENUE > � ' 1 ��'OT63 i I I I ( UNDERGROUND SERVICE ALERT V4" .net Z -SEE AREA H FOR .� / CoM>u111ny t design DRIP ZONE CONT. �;, /"� �` rfi> / o2-5g d 4 design / PL omtrtwr dd n rr k LOT 64 WDS � 1 SRN E( R LOT 65 a a / M , ,ZON 2 S - - - - - - - - - - - - - - - - - - - - 1 - ` SEE AREA 6 FOR � U t , 1 _T -i1 VALVES LOCATION. n f DOLCE AVENUE 2- 9GPM ZONE 112.5'I `.�,� � r ZONE "2-S" ' \ F OFF - � F SEE AREA OR - .. ..n...-, }.�. •. ..__ ,_ - -, -- - - _ -_c..,_.....- ..� _ .__.. � ._ � - `-- "_ --^- _ - � .._ �..� .�._ ,..� ._.lam' �..- - n4: .. LATERAL AND MAIN , , 1 _ LINE CONT. A \ f, .,<, -7`.{' _a , �,+".+-•-ten. .. ,� ., . ,: LOT158` L0 57 LOT 0 LOT 56 LOT 55 1" LOT 54 _ LOT 53~ LOT 52 PLAN 3 \ \ / 7SEEREA 6 FOR 0 - g g _ II SEI=AREA E FOR 1 ^ \ \ LATERAL LINE AND ZONE 2 S ZONE 2 S _ LATI~RAL LINE AND _ -I F- - -DRIP ZONE GONT. - -� r - DRIP ZONE COW. - AREA II II 1 I I I PLAN 3A&C i VIA 19 I �PL11g PLAN ^ I ( I I I I PLAN 2 4 I I I I I`` I I PLAN4 I I PI AN a I PLAN 4 I I I .. .., . PI Au � I I AREA II II z z 10 ATE. SEE AREA 6 FOR DOLCE AVENUE VALVES LOCATION. V) ZONE "24' Q Q W H NOW - v a LOT - , - _. IRRIGATIONLEGEND 1 I LLJ V pC LOT 51 LOT 50 � � � / sYMeOL MArwFAcn�RER MODEL No. DESCRIPTION NOZZLE RADIUS � PSI PATERN AIt I = z N SEE AREA F FOR �- 0 E 1'2-511 // PLAN 4 � ■ RAINBIRD PC-12-1032 SINGLE OUTLET DRIP EMITTER - - (13) 30 - t 01 /` LLJ O Q LATERAL,LINE AND - - - - - - - ` LU I x RAINBIRD SEE EMITTER LEGEND SINGLE OUTLET DRIP EMITTER - - (12) 30 - I L�L� t ' F -DRIP ZONE CONT."Z }-- I I Q RAINBIRD XCZ-100-5-COM CONTROL ZONE KIT C � V I I % I ( I RAINBIRD PESB SERIES VALVES 401 O J V I• • RAINBIRD #3RC QUICK-COUPLING VALVE F /\ � Q PLAN I I I PLAN 4 NIBCA T-585-70 FULL PORT BALL VALVE LINE SIZE 70 BE INSTALLED AT ALL SINGLE VALVES A D/ SCALE: 1" = 20' - 0" c H VALVE PING. VALVES ARE TO BRANCH-oFF MAINLINE COURSE AND INSO TE VIA BALL VALE G N W a CC L i N I " (M-8) BACKFLOW PREVENTER PER CVWD B iIIIINDICATES ZONE FOR VALVE TO MATCH STATION NUMBER KYMAP specifications AREA �- MAINLINE SCHEDULE 40 PVC PIPE WITH DEEP SOCKET SCH FITTINGS I LATERAL LINE CLASS 200 PVC PIPE Sheet b00I( ❑ LATERAL LINE CLA55 200 PVC PIPE _ LATERAL LINE CLASS 200 PVC PIPE -•- •- • - - LATERAL LINE CLASS 200 PVC PIPE VALVE STATION: TREE (T), PALM (P), SHRUB (5) GROUND - o INDICATES ELECTRIC 1 A"L � o � COVER (GR), LAWN (L), HYDROSEED (H), POTS (PT) _ g CONTROL VALVE SIZE-'-•1 n 5GP INDICATES FLOW IN GALLONS PER MINUTE y MR 1" WATER METER (METER 7) 1 Y' WATER METER (METER 8) INSTALLED BY CVWD ®� s - � EMITTER LEGEND: EXTERIOR � - DESCRIPTION SYMB01_ BOTANICAL NAME COMMON NAME NEB EMITTER REMARKS A HUNTER ACC-cKIDPP W/PLA571C PEDESTAL, ET SYSTEM and E7 WIND. IGR-KIT REMOTE CONTROL KIT A j ] v o Acacia own Mulga L/0,2 PC-05-1032 FOR ALL SLEEVING CROSSING BELOW PAVING SEE SHEET EXI.I M [ ' ` E Acacia jar m Caonwittm Wattle L/0.2 PC-05-1032 s I Q. M Acado ratablls Notable Wattle L/02 PC-05-1032 r Ir TNESE FLANS ARE DIAGRANIAl1C. a v v 2,- MAIN LINE AND VALVES MAY BE SHOWN IN HARDSCAPE FOR CLARITY ONLY. >. Acacia solicina Weeping Wattle L/0.2 PC-12-1032 - , UILDINGS WALLS AND HARDSGAPE. CONTRACTOR SHALL INSTALL VAN SERIES IN LIEU OF MPR SERIES TO AVOID OVERSPRAY. �c e c Acado staaphylla Shoe String Acacia L-M/0.35 PC-05-1032 � N N WATERu GENERAL IRRIGATION NOTES: [ - - v 79 TREES Acaio trahycorpa Minniattchle L/02 PC-05-1032 DESCRIPTION SYMBOL BOTANICAL NAME COMMON NAME NEEDS EMITTER REMARKS I.- POP UP SPRAY HEADS BE SET 12 AWAY FROM WINDOWS AND WALLS TO PREVENT OVER SPRAY FROM DAMAGING WINDOWS AND WALLS, Lrr � Q Dalbengia sissoo Rosewood M/0.5 PC-I2-1032 , , XB-IOPC-1032 2.- INSTALL PROPER SIZED HUNTER STATION DECODER PER NUMBER OF VALVE A7 EACH VALVE GROUPING (1,2,4, OR 6) I u Ruellia b. Katle Kate Ruellia L/0.2 3 O.C.Min. TED -�1 N • � Quecus buckleyi'Bedrock' Rcdrak Oak M/0,5 PG-12-1032 ® Russells ayisetiFormus Carol Fountain M/0.5 XB-20PC-1032 8'O.C,Min. � � / I � i Oleo eubpsa'swan Hill" Olive M/0.5 PC-12-1032 e Sans oliagophylla Outback Cassia L/0.2 XB-IWC-1032 6'O.C.Min. REC. CENTER IRRIGATION CONTROLLER 7ipuaa tipu Tipu tree M/0.5 PC-12-1032 � Sera phyllodinea savoy Sawa L/0.2 XB-IOPe-1o32 b'O.C.Min. TR LLER LOCATION r,.., SHRUBS c4 Parkirnsartia"Desert Museun' De Desert Musen L/02 K-05-1032 Stipo temissima FO°t� L/0.2 XB-IOPC-1032 2'O.C.Min. OBougainvillea'Lo Jolla' La Jolla M/0,5 XB-IOPC-1032 V O.C,Min. ® Tuma x Sunrise Ova Bells M/0.5 XB-20PC-1032 10'O.C.Min. er. aswnrnroomf W Calliadra hybrid'Sierra Ste Fairy Dusts• L/0.2 XB-IOK-1032 � Plumbago wanders Summer Snow L/0.2 XB-05PC-1032 O (Allisternon vwninalis"Little Dwarf Bottlebrush M/0.5 XB-20PC-1032 6'O.C.Min. 0 Zephyranthes gradifloro Rain Lily M/0.5 XB-IOPC-1032 drawn MLZ JohnoGuars lindheimeri Guaira M/0.5 XB-24PC-1032 3'O.C.Mln. Ghamaerops Mrmili5 MediFm Pal anean M/0.5 PC-12-1032 42'h,min,multi-trunk pr0�, n0. 0502 Hssp ralos partfolia"Yellow" Yellow Yuaa L/0.2 XB-05PC-1032 V O.C.Man. O Duranta arocta"sweet Mangy' Sky Flown M/0.5 XB-2oPC-1032 12'O.C.Min. These plans have been reviewed by the Coachella Valley Water District in date 12-23-05 �A� accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section ACCENTS 'i Agwe deattara Ague L/0.2 XB-o5Pc-1�2 65597 et seq. requiring efficient landscape and irrigation design in cooperation O F!•arwphilla maulata'Vatentine' Valentino L-M/0.35 XB-IOPC-1032 6'O.C. Min, with the local governing agency (City or County). SCdIe 1" - 20' - De Aloe'Blue Elf" Blue Elf Aloe L/0.2 XB-05PC-1032 Va�ena riodo Sad Vatnena L-M/0.35 XB-IOPC-1032 V O.C. Min. Vera *Approval of this drawing by CVWD staff does not constitute approval to SHE (� L.eucophyliun lmgnaiioe,Lynn's Yucca filanentosa'Bright Edge' Adams"is L/0.2 XB-05PC-1032 SEE SHEET 1 EX3.3 FOR PC5 CHART AND LINE -�Y `lm� �I encroach into district and USBR Rights-of-Way. Trees, plants, walls and lQJ may, Texas Saga L-M/0.35 XB-IOPt-1o32 6'O.C. Min, y 1 � "`i L _ permanent structures of any kind may not be planted or installed in CVWD and LoxophyCalliadria Mertwtoceplala pink Pauder Puff M/0.5 XB-20PC-1032 CHART. USBR easements or right-of-way without first obtaining an encroachment permit -e Ilan" from CVWD. sheet no. iY9oP a" Texas Bolger L-M/0.35 XB-IOPC-1032 8'O.C.Min, 'Cimarron" VINES '•"^~"""" Bougainvillea"Boosts Karst' Bougainvika M l0.5 XB-20PC-1032 0n Malpighia gloom'Ma iq)itd Barbados Chary L-M/0.35 XB-20PC-1032 4'O.C.Min. f , Muhlewnbergo Capilla7s"Regal ^^-'-_•^^~•"^ Podrawm rtiusoliaa Pink Trumpet vine M/0.5 XB-20PC-1032 iker Grass M/0.5 xe-IOPC-1o32 8'D.G.Min. DATE y7 l Mist' ❑� Lantana mateMeisis � Trailing M/0ana .5 XB-IOPC-1032 8'O.C. , ti �4 EX12 OTecano wpernsis Cape Honeysuckle M/0.5 XB-20PC-1032 5'O.C. Min. Dales c pitato'Sierra Gold' NCN M/0.5 XB-IOPC-I032 5'O.C. IvIostrophe togetino Paper Flaw L/0.2 XB-05PC-1032 7AA 1 Rhus ovate Sugar Bush M/0,5 XB-IOK-1032 Da Totraneris ocaulis A��Wey M/03 XB-IOK-1032 18'O.C. ► Roanaim oFficinalis'Are rkp;;;;;-, L/02 XB-05PC-1032 O Vkdelia triiobota Yellow Dot M/0.5 XB-IOPC-1032 V O.C. Plilalr>i 7 Of 23 L-17152 v w EMITTER LEGEND: EXTERIOR i DESCRIPTION SYMBOL BOTANICAL NAME COMMON NAME NEB EMITTER REMARKS U k4do anaRa Mulga L/0.2 PC-05-1032 IRRIGATION LEGEND Q R P t A s Asada jemerae Coaavittra Wattle L/0.2 PC-05-1032 SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NIME PSI PATERN � ■ RAINBIRD PC-12-1032 SINGLE OUTLET DRIP EMITTER - - (13) 30 - H a;! Arada notobilis Notable Wattle L/0.2 PC-05-1032 U 390 MA H ° ', - - X RAINBIRD SEE EMITTER LEGEND SINGLE OUTLET DRIP EMITTER - - (12) 30 - I E J Q Hwy ill Suite A Acaio solem Weeping Wattle L/0.2 PC-12-1032 16 RAINBIRD XCZ-100-B-COM CONTROL ZONE KIT C Z 9 Asada sterephylla Shoe String Asada L-M/0,35 PC-05-1032 Rancho Wage _ CA 92270 RAINBIRD PfSB SERIES VALVES email: info®rpla.net TREES Acacia trachyaapa Mxnieritchle L/0.2 PC-05-1032 RAINBIRD #3RC QUICK-COUPLING VALVE F J 760.324-2682 NET : SEE AREA 6 FOR I NIBCO T-585-70 FULL PORT BALL VALVE LINE SIZE TO BE INSTALLED AT ALL SINGLE VALVES AND / OR G D�bagia sissoo Rosewood M/0.5 PC-12-1032 H W 760.202.7012 fax VALVES LOCATION SEE AREA H FOR VALVE GROUPING. VALVES ARE TO BRANCH-OFF MAINLINE COURSE AND INSOLATE VIA BALL VALVE LATERAL LINE GONT. - Z www.rpla.net 1 fdercus buckleyi wrack, Bedrock Oak M l0.5 PC-12-1032 N BACKFLOW PREVENTER PER CVWD B Oleo europea'Swan Will Olive M/0.5 PC-I2-1032 .� INDICATES ZONE FOR VALVE TO MATCH STATION NUMBER K CL Consulting SF.E AREA H FOR (' LOT 71 I r ti Ti Tree -*� MAINLINE SCHEDULE 40 PVC PIPE WITH DEEP SOCKET SCH FITTINGS >- Residential design DRIP ZONE CONT. ' I p w au M/0.5 PC-I2-10332 ERAL LINE CLASS 200 PVC PIPE Parkiniionia'Desert Museum Desert MuseumLAT Museum" Desert /0.2 PC-05-1032 Commercial design Palo Verde _ LATERAL LINE CLASS 200 PVC PIPE ' r-- Q co.Kc.4275 Bougainvillea I a klla' la Jolla M/0.5 XB-IOPC-I032 s O.C.Min. LATERAL LINE CLASS 200 PVC PIPE at I I - _ _ _ � � Caltiadra hybrid'Sierra Stan' Fairy Duster L/0.2 XB-IOPC-1032 - LATERAL LINE GLASS 200 PVC PIPE (_ - - - Callistemon viminalis'Little 1 A-L VALVE STATION: TREE (T), PALM (P), SNRl18 (S) , GROUND John' Bottlebrush M/0.5 XB-20PC-1032 b O.C.Min. INDICATES ELECTRIC is COVER (GR), LAWN (L), HYDROSEED (H), POTS (PT) Guaira lidherimeri Guara M/0.5 XB-20PC-1032 3'O.C.Min. CONTROL VALVE SIZE 1 5GP INDICATES FLOW IN GALLONS PER MINUTE �p�IDSCgpE ,' ; ��✓✓' Q\�RN EC QP� Durmto erecta'Sweet Memory' "Sky Flaw M/0.5 XB-20PC-1032 12'O.C.Min. I WATER METER (METER 7) 1 y" WATER METER (METER 8) INSTALLED BY CVWD -- ZONE "2-S' O Erarephiila maulata'Valentine' Valentine L-M/0.35 XB-IOPC-1032 6'O,C,Min, JAI HUNTER ACC-99DPP W/PLASTIC PEDESTAL, ET SYSTEM and ET WIND. ICR-KIT REMOTE CONTROL KIT A Verhaia rigWa Sind Verbew L-M/0.35 XB-IOPC-1032 V O.C.Min. j AREA 6 FOR FOR ALL SLEEVING CROSSING BELOW PAVING SEE SHEET EXI.I M ',r;:, i LOT`,,72 SHRUBS (� Laim yllun langrxrmiee Lym s Teen L-M/0,35 XB-IOPC-1032 0 O.C,Min, �J DRIP ZONE COW. J, DOW Q lCLeucophyl pan rygophyuam Texas Ranger L-M/0.35 XB-IOPC-1032 V O.C,Min. I: TWESE PLANS ARE DIAGRAMATK:. qlF OF C AL�F I� Malpighia glabra'Mar*ita' Barbados Chary L-M/0.35 XB-20PC-1032 4'O,C.Min, 3. R SHAPED 2.- MAIN LINE AND VALVES MAY BE SHOWN IN HOROSCOPE FOR CLARITY ONLY. - - - - AU Muhlerionia CONTRACTOR SHALL USE ADJUSTABLE ARC NOZZLES AS NECE55ART ON Capiilaris'Regat Deer Gross M/0.5 XB-IOPC-1032 8'O,C.Min. UILDINGS WALLS AND HARDSCAPE,AREAS, ONTRACTOR SHALL INSTALL VAN SERIES IN LIEU OF MPR SERIES TO AVOID OVERSPRAY. Mist" -� t GENERA!.IRRIGATION NOTES: ^^� O Teuma capauis Cape Honeysuckle M/0.5 XB-20PC-1032 5'O.C.Min. 1.- POP UP SPRAY HEADS BE SET 12' AWAY FROM WINDOWS AND WALLS TO PREVENT OVER SPRAY FROM DAMAGING WINDOWS AND WALLS. g I / Psikshphe taget. Paper Flouar L/0.2 XB-05PC-1052 2.- INSTALL PROPER SIZED HUNTER STATION DECODER PER NUMBER OF VALVE AT EACH VALVE GROUPING (1,2,4, OR 6) ZONE 2-S LOT V Rhos ovata SW Bush M/0.5 XB-IOPC-1032 Rosma'inus officin alis'Arp' Arp Rosanary L/0.2 XB-05PC-1032 - - ( Ruellin b.'Katie Katie Ruellia I L/0.2 XB-IOPC-1032 3'O.C.Min. fM - a.'r 1 ® Rueselia egvisetifamus Coral Fountain M/0.5 XB-20PC-1032 W O.C.Min. i ` r . Sam oliogophylla Outback Cassia L/02 XB-IOK-1032 6'O.C. Min. PCS SELECTION CHART el { = ® Same phyllodlrea Silvery Seem L/0.2 XB-IOPC-I032 b'O.C.Min. MODEL. PCS•-010 PCS-020 PCS-030 PCS-040 KS-060 PCS-M K54S PCS-M PCS-20 PCS-3A9 METER 01 Mexican Feather DESCRIPTION GPM 0.1 0,2 0.3 OA 0.6 0.4 1.3 1.15 2.60 3.70 I" METER d I` stipa tenuissima Gross L ro.2 XB-10PC-1o32 2 o.c.Men. COLOR BROMMJ M" SILVER ORANGE Wee WFMTE QW YE11Ai EWE RED R.P.VALVE 1 , Tecana x Sunrise Orange Bells M l0.5 XB-20PC-1032 10'O.C.Min. eF 2 3 8 I' SPRAY 15 DEGREES 8H - 5' 7' 8' Plumb*scandens Summer Smw L/0.2 XB-05PC-I032 TRAJECTORY 8T - 6' T 8' - - - - - r Zephyrmthes grandiFiara Ruin Lily M/0.5 XB-IOPC-1032 8Q 4' IOF - - - I' 4' Chanaerops hunills Mediterrmem M/0.5 PC-12-1032 42'h.min.multi-trunk SRAY 15 DEGREES ION - 3' 6' 8' 10' - - - 1 SEE AREA 6 FOR Fm Perim TRAJECTORY IOT - 4' 9' 10' - - - - - - I, LATERAL AND Nespe aloe pawIMI,'Yellow' Yellow Yucca L/0.2 XB-05PC-1032 3'O.C.Min. 100 2' 6' 8' 10, f]C 1 ti' MAIN LINE C:ONT. 15F - - - - - 4' 6' 10 IZ 15' O ACCENTS Agave desrrettiaw Agave L/02 XB-05PC-1032 i 15TO - - - - - 6' 8' 14' 15' , Blue Elf Ala Q " ( L Atee Bluer Elf Vera L/0.2 XB-05PC-1032 PRAY 23 DEGREES 15TT - - I' 2' 4' B' 10' 13' 7 11 II , , TRAJECTORY 15H - - 3' 4' 1' it, 15, I5' (,/) LONE 2-5 Yucca filanentosa Bright Edge Adams Needle L/0.2 XB-05PC-I032 , , , 15T - - 5 7 12 14 15 - - - W �� 15Q - 3' 5' 9' 12' 15' d Calliadrio haematocephola Pink Pouder Puff M/0.5 XB-20PC-1032 - I ` 5F-8 - - - I' 2' 3' AV LLANA PLACE / \ VINES "'~" Bougairrvilka'Babara Karst' Baagainviiso M/0.5 XB-20PC-1032 5H-B - - I' 2' 5' - - - - - ' STEAM BUBBLER 50-B - 2' 4' 5' Podrmw ricasoliam Pink Trumpet Vine M/0.5 XB-20PC-1032 5CST 3' 5' Purple Trailing WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SW OWN ON Q L O Larl mantevidarl M/0.5 XB-IOK-1032 8 O.C. i I Z O Lantana LEGEND. THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAINBIRD *PCs, PRESSURE COMPENSATING SCREEN FOR LOW FLOW AND RADIUS CONTROL SELECT SREEN ON CHART ABOVE FOR PROPER RADIUS. Dales capitato'Sierra Gold' NCN M/0.5 XB-IOK-1032 5'O.C. O 11 Ali ° CL GRaUNDLOVERS ' I 8 Tetrawri5 aA011e Argelita Daisy M/0.5 XB-IOPC-1032 IS'O.C. W W CC z V) PAN q Weddia trilobata Yellow Dot M/0.5 XB-IOK-1032 8'O.C. CD Lf ILO? bf W V C� / LOT U w '," '� I o OG >< Q Q F i PIPE SIZING CHART N W p 1 , PIPE 512E MAX. ALLOWABLE FLAW >_ F g Q ZONE 115-5' _ _ _ - - 0 - 5 PM e Y G ' - -- W Y4" 5 - 10 GPM MAP specifications 1" 11 - 15 GPM Kjj.... ZONE 112-511 1 Y" 16 - 25 GPM Sheet book ❑ r I I 1 Y" 26 - 35 GPM n l I c ZONE 2-5 2" 36 55 GPM x LOT i CU I LOT LIS CL F3 - � ' le-a � I s �. ZONE 112-511 � _ ' LOT 2 ( I �: 1 �� LOT 69 f In In ^ I REC, CENTER IRRIGATION > l_ _ _ _ , 1� CONTROLLER LOCATION r, 1 ^ uP^r W ZONE 115-S' ZONE 115_511 ' dr awn MLZ to RECEIVED ro no. 0502 LPT 3 ��t; LOT 70 RECE p �' SEE AREA A FOR 5):E AREA A FOR SEE AREA I FOR SEE AREA I FOR These plans have been reviewed* by the Coachella Valley Water District in date 12-23-05 DRIP ZONE GONT. TERAL LINE DRIP ZONE GONT. accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section B' _ LATERAL LINE CONT. OCT 65597 et seq. requiring efficient landscape and irrigation design in cooperation wit- I *Approval h the local of this governing agency yVD(City aff does or t not constitute approval scale 1' = 20' - 0" fi I coy (� -- 9 Y , walls to ' i - - - _ PUBLIC WORKS DEPARTMENT encroach into district and USBR Rights-of-Way. Trees, plants, walls and ILK � ` 1 ® ® CITY OF PALM DESERT permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. Sheet no. „ o O _ ( a ..<._ _ _. __._ Am DATE �7 II I I AREA I I II DIAL TWO wORbNG w� EX33 I BEFORE DAYS BEFORE AREA 40' YOU DIG YOU DIG TOLLFREE 1-800 227-2600 I it 1 - 011 A PUBLIC SERVICE BY SCALE: FA 20 oNr UNDERGROUND SERVICE ALERT 8 Of 23 L-1715)3 cn U w 3.2 PIPING APPLICATIONS CITY OF PALM DESERT Q� R P t A SECTION 02813 - SPRINKLER PIPING LANDSCAPE INSPECTION SHEDULE UJ A. Aboveground, Pressure Piping: 1. NPS 4 and Smaller: [Type M] [Type L] hard copper tube, wrought- or cast-copper fittings, and soldered PART I - GENERAL U 703" joints, 1) Sleeving / Grading Cn Hwy 1 t 1 suite A I.1 SUMMARY 2. NPS 4 and Smaller: Schedule 40 PVC pipe, Schedule 40 PVC socket Fittings, and solvent-cemented joints, a. Sleeve diameter, type, depth and location Rancho MirageB. Underground, Pressure Piping: b. Soil surface drainage, elevations and trash (including weeds 4 rubble) Z CA 92270 1. NPS 4 and Smaller: Schedule 40 PVC pipe, Schedule 40 PVC socket fittings, and solvent-cemented joints. J emai: intoOrpla.net A. This Section includes piping, valves, sprinklers, lawn sprinkler specialties, controls, and wiring. C. Circuit Piping: 2) Hardscape / Boulders - Cobble a 760.324-2"2 I. NPS 2 and Smaller: Schedule 40 PVC i Schedule 40 PVC socket fittings, and solvent-cemented joints. a. Sidewalk and wall layout ` ~w.roa.ne760.=-7012 tax PART 2 - PRODUCTS pipe, g � J Y � www.rpia.net 2. NPS 2-1/2 to NPS 4: Schedule 40 PVC pipe, Schedule 40 PVC socket fittings, and solvent-cemented b. Utilities location 2.1 PIPES AND TUBES joints. c. Boulder type, size, weight and placement Consulting >. Residential design D. Underground Branches and Offsets at Sprinklers and Devices: Schedule 40 PVC i PVC threaded fittings, 3) Irrigation System Rough - In a Commerclai design A. PVC Pipe: ASTM D 1785, PVC 1120 compound, Schedule 40. and threaded joints. p p � g a. Trench depth and location Z B. PVC Pressure-Rated Pipe: ASTM D 2241; PVC 1120 compound; SDRs 21, 26, and 32.5. J p Q ca.Rc.427s E. Risers to Aboveground Sprinklers and Specialties: Schedule 40 PVC pipe, Schedule 40 PVC socket fittings, b. Pipe size and class 2.2 PIPE AND TUBE FITTINGS and solvent-cemented joints. c. Pressure test (125 psi for 6 hours) F. Drain Piping: Schedule 40 PVC pipe, Schedule 40 PVC socket fittings, and solvent-cemented joints. A. Copper Unions: ASME B16.18 cast-copper-alloy body, hexagonal stock with ball-and-socket joint G. Drain Piping: SIDR 9, 11.5, or 15 PE controlled ID pipe; insert fittings for PE pipe; and banded or coupled 4) Plant Material (trees t shrubs) esca� p1� , Ppe Y Y, a9 , joint, metal-to-metal seating surfaces, and solder joint, and threaded or solder-joint ends. Include threads complying joints, a. Condition ��o Q\�R N E I 0 with ASME 51.20.1. H. Sleeves: Schedule 40 PVC pipe, Schedule 40 PVC socket fittings, and solvent-cemented joints. b. Type ;��a 9 %, B. PVC Socket Fittings, Schedule 40: ASTM D 2466. c. Placement C. PVC Threaded Fittings: ASTM D 2464, 3.3 VALVE APPLICATIONS J D. Transition Fittings: Manufactured assembly or fitting, with pressure rating at least equal to that of system 5) Ground Cover (decomposed granite) 'nr-°' roun A. Aboveground Shutoff-Dut Valves and with ends compatible to piping where fitting is to be installed. g , Y : a. Type sr '`� I. NPS 2 and Smaller: [Bronze, nonrising-stem gate] [Plastic] valve, b. Depth and spacing qlF OF 2.3 VALVES AND VALVE SPECIALTIES 2. NPS 2-1/2 and Larger: Cast-iron, nonrising-stem gate valve. c. Compaction B. Underground, Shutoff-Duty Valves: A. Bronze Ball Valves: MSS 5P-1101 Class 1501 600-psig cold working pressure. Include bronze, two-piece I. NPS 2 and Smaller: Curb stop, with tee head, curb-stop service box, and shutoff rod. 6) Final construction body with Full port; chrome-plated brass ball; blowout-proof stem; PTFE seats and seals; 2. NPS 3 and Larger: Gate valve, with elastomeric gaskets and stem nut, valve box, and shutoff rod. a. Irrigation: • threaded-end connections; and lever handle. C. Underground, Manual Control Valves: Bronze globe valve with control-valve service box and valve key. i) Valves, boxes and wiring B. Bronze Globe Valves: MSS SP-801 Class 1251 with fitting for key operation and underground application. D. Control Valves: ii) Controller operation and schedule C. Plastic Valves: PVC with 150-psig minimum pressure rating, ends compatible with piping, and tee handle. I. NPS 2 and Smaller: [Bronze diaphragm] [Plastic diaphragm] [Bronze ball] [Plastic] valve. iii) Sprinkler, bubbler and/or drip emitter type, flow rate and D. Bronze Diaphragm Valves: Cast-bronze body, normally closed, with manual flow adjustment, and operated 2. NPS 2-1/2 and NPS 3: [Bronze diaphragm] [Plastic diaphragm] [Bronze, nonrising-stem gate] valve. quantity per plant by 24-V ac solenoid. E. Drain Valves, NPS 1/2 and NPS 3/4: [Automatic drain] [Bronze, nonrising-stem gate] [Bronze ball] [Plastic iv) Overall operation Z E. Plastic Diaphragm Valves: Molded-plastic body, normally closed, with manual flow adjustment, and drain] valve. v) As built operated by 24-V ac solenoid. b. Tree staking F. Automatic Drain Valves: Spring-loaded, ball valve of corrosion-resistant construction and designed to open 3.4 JOINT CONSTRUCTION c Overall Q for drainage if line pressure drops below 2-I/2 to 3 psig. A. Refer to Division 2 Section "Utility Materials" for pipe joint construction requirements. V � G. Quick-Couplers: Factory-fabricated, bronze or brass, two-piece assembly. Include coupler water-seal valve; removable upper body with spring-loaded or weighted, rubber-covered cap; hose swivel with ASME 81.20.1, B. PVC Piping Gasketed Joints: Construct underground joints between cast-iron valves and PVC pipe with L L. elastomeric seals that fit i and valve ends. Use lubricant according to ASTM D 3139. - Z 3/4-11.5NH threads for garden hose on outlet; and operating key. pipe g V 1. Locking Top Option: Include vandal-resistant, locking feature with two matching keys. C. Dissimilar Piping Material Joints: Construct joints using adapters or couplings that are compatible with both W � H. Curb-Stop Service Boxes: Cast iron with telescoping top section of length required for depth of bury of piping materials, outside diameters, and system working pressure. r valve, cover with lettering "WATER," bottom section with base of size to fit over curb stop, and 3-inch- 3.5 PIPING INSTALLATION diameter barrel. Include steel tee-handle shutoff rod with one pointed end, stem of length to operate curb Q stop, and slotted end fitting curb-stop head. A. Install I in at uniform slopeof 0.5 percent minimum down toward drain valves. Z V I. Valve Boxes: Cast iron with top section and cover with lettering "WATER," bottom section with base to fit B. Install piping free of sags and bends. J tJ) over valve, 5-inch- diameter barrel, and adjustable cast-iron extension of length required for depth of bury of C. Install groups of pipes parallel to each other, spaced to permit valve servicing. valve, Include steel tee-handle, shutoff rod with one pointed end, stem of length to operate valve, and end D. Install fittings for changes in direction and branch connections. fitting valve operating nut. E. Install unions adjacent to valves and final connections to other components with NPS 2 or smaller pipe ~ z J. Control-Valve Boxes: PE, ABS, fiberglass, polymer concrete, or precast concrete box and cover, with open Z bottom openings forpiping, and desi designed for installing flush with grade, Include size as r ired for valves and connection. W � � g � g g � F. Install flanges adjacent to valves and final connections to other components with NPS 2-1/2 or larger pipe (� 3F Q service. connection. - Z V I. Drainage Backfill: Cleaned gravel or crushed stone, graded from 3 inches maximum to 3/4 inch minimum. G. Install dielectric fittings to connect piping of dissimilar metals. t O 2.4 SPRINKLERS H. Install underground thermoplastic piping according to ASTM D 2774 and ASTM F 690. �LJ V w I. Lay piping on solid subbase, uniformly sloped without humps or depressions. 0 Z J. Install PVC piping in dry weather when temperature is above 40 deg F. Allow joints to cure at least 24 C) Q A. Description: Manufacturers standard sprinklers designed for uniform coverage over entire spray area hours at temperature above 40 deg F before testing, unless otherwise recommended by manufacturer. W indicated, at available water pressure. LLJ V t� B. Components: Brass or plastic housing and corrosion-resistant interior parts. 3.6 VALVE INSTALLATION C. Flush, Surface Sprinklers: Fixed pattern. V >< J Q D. Bubblers: Fixed pattern.E A. Underground Gate Valves: Install in valve box with top flush with grade. V) LLI 0- pC CL E. Not used. I. Install valves and PVC pipe with restrained, gasketed joints. F. Not used. B. Underground Curb Stops: Install in service box with top flush with grade. G. Not used. C. Underground, Manual Control Valves: Install in manual, control-valve service box. specifications H. Strainer/Filter Units: Brass or plastic housing, with corrosion-resistant internal parts, of size and capacity D. Control Valves: Install in control-valve service box. required for devices downstream from unit. E. Drain Valves: Install in control-valve box, I. Single-Outlet Emitters: Plastic body, to deliver the following flow at approximately 20psig: F. Valve Boxes in Turf Areas Shall Be Green in Color, Boxes in Shrub Beds Shall Be Tan in Color, sheet book ElJ. Drip Tubes: NPS 1/2 flexible PE or PVC for emitters and other devices, of length indicated, d with plugged end. 3.7 SPRINKLER INSTALLATION g 2.5 AUTOMATIC CONTROL SYSTEM A. Flush circuit piping with full head of water and install sprinklers after hydrostatic test is completed. o g A. Exterior Control Enclosures: NEMA 250, Type 4 weatherproof enclosure with locking cover and two B. Install emitters at specified heights. matching keys; and include provision for grounding. 3.8 AUTOMATIC CONTROL SYSTEM INSTALLATION B. Transformer: Internal; and suitable for converting 120-V ac building power to 24-V ac power. C, Controller Stations for Automatic Control Valves: Each station is variable from approximately five to 60 u - p!�" Y A. Install controllers according to manufacturers written instructions and as indicated. minutes. Include switch for manual or automatic operation of each station. B. Install control wiring in some trench with piping. Install wiring with loops at control valves and controllers, a D. Timing Device: Adjustable, 24-hour, 14-day clock with automatic operations to skip operation any day in is at intervals not greater than 100 feet, and changes in direction to allow for expansion. Bundle wiring in some timer period; to operate every other day; or to operate two or more times daily. trench at 10-foot intervals. 6 a 6 - 1. Manual or Semiautomatic Operation: Allow this mode without disturbing preset automatic operation. - 2. Nickel-Cadmium Battery and Trickle Charger: Automatically power timing device during power outages. 3A CONNECTIONS N " E. Wiring: UL 031 Type UF, solid-copper-conductor, insulated cable, suitable for direct burial. 79 ` ui v I. Feeder-Circuit Cables: No. 12 AWG minimum, between building and controllers. A. Provide and install 2 spare control wires from controller to valves. Terminate wires in valve box. Spare 2, Low-Voltage, Branch-Circuit Cables: No. 14 AWG minimum, between controllers and automatic control wire to be different color than wires used for valves on plans. valves and color-coded different than feeder-circuit-cable jacket color and with jackets of different colors for B. Ground electric-powered controllers valves and devices. multiple-cable installation in same trench. C. Arrange for electric-power connections to controllers, control valves, and devices that require power. I ro 3. Splicing Materials: Pressure-sensitive, thermoplastic tape; waterproof sealing packets; or other waterproof connectors. FIELD QUALITY CONTROLOCT F. Evapotranspiration (ET) Controller: _ 1. Controller shall be Evapotranspiration (ET) Based. D. Testing: Hydrostatically test piping and valves before backfilling trenches. Piping may be tested in ;, 2. ET System sahal have Wind Sensor (Anemometer). sections. C,1, r, F rt ly,� ;.�;� I. Cap and test piping with static water pressure of 50 psig above system operating pressure and without EdrawnMLZ PART 3 - EXECUTION exceeding pressure rating of piping system materials. Isolate test source and allow to stand for four hours. 0502 2. Repair leaks and defects with new materials and retest system or portion thereof until satisfactory results 3.1 TRENCHING AND BACKFILLING are obtained. These plans have been reviewed* by the Coachella Valley Water District in 12-23-05 accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section65597 et seq. requiring efficient landscape and irrigation design in cooperation A. Install warnin to direct] above essure i in 12 inches below Finished rades exce t 6 inches below 3.10 CLEANING AND ADJUSTING with the local governing agency (City or County). NOT TO SCALE g Y p p g, g p *A roval of this drawin b CVWD staff does not constitute a subgrode under pavement and slabs. encroach 9 Y , walls] to encroach into district and USBR Rights-of-Way. Trees, plants, walls and B. Install piping and wiring in sleeves under sidewalks, roadways, parking lots, and railroads. A. Flush dirt and debris from piping before installing sprinklers and other devices. permanent structures of any kind may not be planted or installed in CVWD and C. Drain Pockets: Excavate to sizes indicated. Backfill with cleaned ravel or crushed stone graded from 3 B. Adjust automatic control valves to provide flow rate of rated operating pressure required for each sprinkler USBR easements or right-of-way without first obtaining an encroachment permit 9 , 9 J p pe 9 (�" q pr from CvwD. sheet no. to 3/4 inch minimum, to 12 inches below grade. Cover gravel or crushed stone with sheet of asphalt-saturated circuit. felt and backf ill remainder with excavated material. C. N/A D. Provide minimum cover over top of underground piping according to the following: D. Adjust settings of controllers and automatic control valves. DATE y a� 1. Pressure Piping: Greater depth of minimum of 36 inches below finished grade, or not less than 18 inches WA EX4e 1 below average local frost depth. 3.1190017 ° 2. Circuit Piping: 12 inches. 3. Drain Piping: 12 inches . S1°°"'`901 9 of 23 4. Sleeves: 24 inches . L-17154 SECTION VIEW PVC SCW 40 ELL N KEY NOTES MAINLINE, LATERAL, PVC SC4 SO NIPPLE (TYPICAL, LENGTH AS MAINLINE WIRING IN LEGEND AND WIRING IN THE LATERAL CONDUIT REQUIRED) LU Oi ELECTRIC EMITTER CONTROL VALVE ASSEMBLY. SAME TRENCH PIPE PIPE Al 30-INCH LINEAR LENGTH OF = 2 EMITTER (SEE DETAIL FOR ASSEMBLY ,, 1. DEPRESSED WATERING BASIN WIRE COILED O ) 2. FINI5W GRADE /\ /\ /\ WATJ'R PROOF CONNECTION: RAIN BIRD U O3 MANUAL FLUSH VALVE. +� 3. EDGE OF ROOTBALL \ \ \ " -� �"''� \//\ \// \//\ /� SPLICE-I I OF 2) , ,,, „ / o VALVE BOX WITH COVER: RAIN BIRD VB-JMB LU R P l A O4 DRIP LATERAL - PVC CLA55 200 PIPE, , 4. 4 PERF. PVC PIPE, 3 EACH .O \//\\ O \\/�\ /\\//\\ W/ TAN LID OR EQUAL. HEAT BRAND VALVELU O5 WEADERBOARD PER TREE. (SEE TREE DEEP /// \/ �i\ I WATERING DETAIL) EQUALLY ` �� .�`� ` �` / ` �� STATION NO. ON LID IN 2' WIG 4 CHARACTERS U 703" O BOULDERS - SEE PLANTING PLAN. SPACED. MIN, ID TAG: � �I RAINBIRD VID SERIES Q Hwy 111 Suite A 2 5. TREE TRUNK PLAN VIEW FINISH GRADE Z Rancho Mirage 4 6. LATERAL LINE WIRE W/0 CONDUIT � � ,-ice Q CA 92270 3'MIN. 3'MIN. I CONTROL ZONE KIT: XCZ-100-B-COM J ernaN: Info®rplamet 4 2 760.324-2682 4 / W 760.202-7012 fax SEE ENLARGED / o ° ,°o PVC LATERAL Www,rpla.net 31DETAIL THIS PAGE \\ 5 PVC SCW 40 MALE ADAPTER � PVC SCW 80 NIPPLE, CLOSE (I OF 3) � Cortsuifing 4 PVC 5CW 80 UNION FOR SERVICING Resldenfial design 4 4 RUN WIRING BENEATH TIE A 24-INCW LOOP IN ALL A55EMBLY G Commercial design • � ALL SOLVENT WELD • ' 3 AND BE51DE MAINLINE. PLASTID PIPING TO BE WIRING AT CHANGES OF PVC MAINLINE Z TAPE AND BUNDLE AT SNAKED IN TRENCH AS DIRECTION OF 30- OR GREATER. 09 ca.Bic.4275 3-INCW MINIMUM DEPTH OF 3/4-INCH 09 3 10-FOOT INTERVALS, SHOWN. UNTIE AFTER ALL WASHED GRAVEL LAWN NOTES: CONNECTIONS HAVE BEEN MADE. BRICK (I OF 4) - 5 ` ` `` % ` I. SLEEVE BELOW ALL WARD5CAPE ELEMENTS WITW CLA55 200 PVC TWICE THE DIAMETER PVC SCW 80 NIPPLE (2-INCH LENGTH, PLAN OF THE PIPE OR WIRE BUNDLE WITHIN, HIDDEN) AND PVC SCW 40 ELL �aNDSCAPF �� URN E l 'QPr•, 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. PVC SCH 40 TEE OR ELL \��Q .Q do 5- EXAMPLE DRIP EMITTER LATERAL SYSTEM TREE WATERING SYSTEM PIPE WIRE TRENCHING X-COMMERCIAL CONTROL ZONE KIT J Q � I SCALE: NOT TO SCALE SCALE: NOT TO SCALE D SCALE: NOT TO SCALE C SCALE: NOT TO SCALE was"aft LEGEND BACKFLOW ENCLOSURE PER 30-INCH LINEAR LENGTH OF WIRE, I I, RAINBIRD SINGLE OUTLET PRESSURE CVWD F GF CAt\4 COILED COMPENSATING EMITTER W/EMITTER WATER PROOF CONNECTION GAP 'PG DIFFUSER' (SEE EMITTER RP VALVE ID TAG) '� CHART FOR EXACT EMITTER) O SINGLE-OUTLET EMITTER: 2. RAINBIRD PFR/FRA POLY FLEX RISER PRESSURE-COMPENSATING BRASS MALE ADAPTER VALVE BOX WITH COVER: LENGTH AS REQUIRED). (I OF 2) 12-INCW SIZE � ( FINISH GRADE/TOP OF MULCH m 5 3. PVG FITTING (S z S x I/2" FIPT). 2 �2 POLYFLEX RISER: F BRASS UNION REMOTE CONTROL VALVE: 4• LATERAL LINE PIPE. (DEPTH PER ° (LENGTH AS REQUIRED) RAIN BIRD PES-B SPECIFICATIONS.) (I OF 2) 3 +MIN. PVC SCW 80 NIPPLE (CLOSE) �i,� / j/ \� jj\ 5. FINISH GRADE �3 TOP OF MULCH I I BRASS 90' ELL PVC SCH 40 ELL 4� FINISH GRADE \\/\\ > 3 PVC SCH SO NIPPLE !i\/i\/i\/i\/i \//\/%\//\//\//\//\� MIN. 12" BRASS PIPE (LENGTH AS REQUIRED) /i\/i\/i\/i\/i /\/i\/i\/i��/ 5O 1/2-INCW X POLYFLEX RISER TYPICAL y\ \\\/� 4 (TYPICAL) pOp �p o°° oC�gOp BRICK (I OF 4) \//\\//\\/\\.\ ADAPTER: RAIN BIRD FRA-050 SCH 80 NIPPLE (2-INCH LENGTH, %��\`��`��% `%��\`%`;� ,i „i � FINISH GRADE HIDDEN) AND 5CW 40 ELL 3`�\����� \��\����\\� Ob PVC SCW 40 TEE OR ELL ���<�<. \��,��,T�,� BRASS FEMALE ADAPTER PVC LATERAL PIPE z IRRIGATION MAINLINE PIPE PVC MAINLINE PIPE \� \\\\\\\ \ \ \<� NOTE: NOTE: USE TEFLON TAPE ON ALL 5 BRASS PIPE FROM PVC MALE ADAPTER Uj PVC SCH 40 TEE OR ELL 4 `'\�i,��i/;�����/` MALE PIPE THREADS. b EMITTER TO BE ON HIGH SIDE OF SHRUB POINT-OF-CONNECTION WHEN PLANTED ON SLOPE. EMITTER TO PVC SCW 40 MALE ADAPTER - BE AT LEAST 6" UPHILL FROM ROOTBALL NOTES: ACCORDING TO MANUFACTURER'S SPECIFICATIONS Q PVC LATERAL PIPE TO IRRIGATE PROPERLY. 2. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND WEALTH DEPARTMENT. z V 3. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. O 3.0-INCH MINIMUM DEPTH OF 4. CONTRACTOR TO PRICE COMPLETE INSTALLATION UNLE55 OTHERWISE INFORMED. ¢ W 3/4-INCH WASHED GRAVEL REMOTE CONTROL VALVE TREE WATERING SYSTEM (3 PER TREE) EMISSION DEVICE ON FLEX RISER IN SHRUB BEDS VACKFLON PREVENTER INSTALLED BY CVWDSCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE � W � Q LEGEND �---� OI FINISH GRADE/TOP OF MULCH Q V 1. DISTANCE SHALL BE A MINIMUM OF 6". ALL SLEEVES QUICK-COUPLING VALVE: SEE 1 SHALL MEET THIS REQUIREMENT INCLUDING THOSE �--� I 2 3 IRRIGATION LEGEND w V W WHICH ARE DIAGRAMATICALLY SHOWN SHORT OF T J OVALVE BOX WITH COVER:6" SIZE Z � THE DISTANCE ON PLANS. O 2. 12" MINIMUM. -O �, , ,�\ ®PVC SCH W NIPPLE (LENGTH ACC-gqDPP PLASTIC O W 5, BACKFILL AND COMPACTION SHALL MEET GRADING AS REQUIRED) PEDESTAL r V SPECIFICATIONS. PLAN ( 3-INCW MINIMUM DEPTH OF 3/4" W ""�`' z 4. BACK OF CURB OR EDGE OF HARDSCAPE. 4 WASHED GRAVEL . O J J 5. SCHEDULE 40 SLEEVE. 5 ®BRICK (I OF 2) >< _ Q 6. FINISH GRADE. 4 .mac Q LEGEND PRESSURE-COMPENSATING (PC) - 6 OPVC SCH 40 STREET ELL `� W LEGEND a ®PVC SCH 40 TEE OR ELL F. EMITTER PG-12-1032 (020 GPM EA.) - 4 9 PVC MAINLINE PIPE 6 „ 1„ 1 t CONCRETE specifications �J W/PC DIFFUSER CAP 10 PVC SCH 40 ELL ® (SLOPE TO DRAIN) I I 1=1 I I=I I( 2. RAINBIRD PFR/FRA POLY FLEX RISER r „ i, 6' MIN. TWICKNE55 sheet book -III=)I I-I• ^. i1 2 x 2 REDWOOD STAKE W/ (LENGTH AS REQUIRED). -III-III STAINLESS STEEL GEAR CLAMPS I II` 3• PVC FITTING (5 x S x I/2" FIPT), OR EQUIVALENT SUPPORT FINISH GRADE 4. LATERAL LINE PIPE. (DEPTH PER _ -I _ SYSTEM 2� III-III-III-III-III-III- SPECIFICATIONS.} �`' '�•' ' 211 If:- �I-1 I I.I 11-1 I I-1 I I-1I 1- 7 �� ��' 5.-- FIN15H GRADE 3/4 19mm CONDUIT FOR 1 114' 1 1/2' OR 2' =III=III-III-III-III- I1 i0 9 8 7 6, PALM: REFER TO PLAN. 120/230 VAC = I I I (32' 44 OR 50mrr)NOTU 3/4°I(19mm) CONDUIT FOR GCBL II III FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL CONDUIT FOR VALVE WIRESWIRG (IF REQUIRED FOR ACC)5 = , NOTE: TO NOMINAL QUICK COUPLING VALVE INLET SIZE. ALL SLEEVES SHALL IF PALMS ARE IN TURF AREAS, MODIFY INSTALLATION TO MIMIC DETAIL "I" AND HAVE VALVE BOX AND COVER SHALL BE TAN IN COLOR IN D.G. AREAS BE TWICE THE SIZE OF THE EMITTER INSIDE PERFORATED PIPE WITH ROUND GRATE @ FINISH GRADE . / J SLEEVING INTERNAL OBJECT. QUICK COUPLING VALVE A HUNTER ACC-gqDPP CONTROLLERFU� SCALE: NOT TO SCALE SCALE: NOT TO SCALE �' " SCALE: NOT TO SCALE - a a 2'-0' i - L v V 6 F � 5 LEGEND RECEIVED > 1; � I. BROOKS 1100 10 x10 ROUND VALVE BOX BV WITH GI�EVj BOLTDOWN COVER - HEAT BRAND B ON VALVE BOX COVER IN 2' ICU I HIGH LETTERS. OCT 2 2. FINISH GRADE. PI-AN 3. NVIgB�CyOE T�-�585-70 FULLY PORTED BALL �,�BLtC bJOPkCS GEPAf-�7MENT 2 1 1 BLOWOUTPROOFDSTEMROME PLATED (;ITY LF PALM DESERT drawn MLz \//\//\//\ //\//\/,%//�� I -_ 4. 1' SCH. 80 T.O.E. NIPPLE (TYPICAL) X ` _ LENGTH AS REQUIRED. prof. no. 0502 IIII-IIII=IIII IIII11IIII- These plans have been reviewed* b =IIII 5. 3/4 CRUSHED ROCK - 8 DEPTH. P y the Coachella Valley Water District in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section date 12-23-05 3 6. COMMON BRICK (2 REQUIRED).4 � 65597 et seq requiring efficient landscape and irrigation design in cooperation eration NOTE: a 7. I PVC 5HC 40 COUPLING USE PRIMER with the local governing agency (City or County). DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEAD WILL NOT BE ALLOWED. AND GREY GLUE. *Approval of this drawing by CVWD staff does not constitute approval to scale NOT TO SC, ALE S. 2' CLEARANCE. encroach into district and USBR Rights-of-Way. Trees, plants, walls and SOME SPRINKLER HEADS WILL REQUIRE TWE INSTALLATION OF AN ANTI-DRAIN VALVE q. PVC MAIN LINE PIPE. permanent structures of any kind may not be planted or installed in CVWD and IN THE RISER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTRUCTION b .,K+ °°°°° . ° :,=•r, a USBR easements or right-of-way without first obtaining an encroachment permit THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE AS REQ'D. AT ANY SPRINKLER Q. a°°°ao a o °°sa o o : 10. GHRISTYS LD. TAG (SEE NOTES), from CVWD. ° °• ° 08°°° ° sheet no. 080 oobYO: o°oo;Q?0 0o o o•0 08° HEAD SHOWING SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM WAS OPERATED ° g° ° 8° ° $° °f,° ' I IN TURF AREAS. 0. ° $Ooo o:o °•0 0Q 8o go�a8°o g * �p FROM AN ON TO OFF POSITION, INSTALLATION OF ANTI-DRAIN VALVES SHALL BE SECTION ° ° ' °° ° ° � 2 IN SHRUB AREAS. INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER. DATE a x4. 2 PALM WATERING SYSTEM ( IN SHRUB AREAS) BALL VALVE SCALE: NOT TO SCALE(G) SCALE: NO 0 SCALE ] E NOT LE 10of23 L-17155 N F- U L1J U Ce Q R P L A LU 0- Q U 70390 '� Hwy III Suite A DOLCE RESIDENTIAL COMMUNITY DOLCE RESIDENTIAL COMMUNITY DOLCE RESIDENTIAL COMMUNITY z Rancho Mirage WATER CONSERVATION CONCEPT STATEMENT Q CA 92270 METER#7 METER#8 COMBINED METERS (7 & 8) WATER CALCULATION J emall: infoerpiamet Project Site:Doke Residential Community-Exterior Stmetscape 760.324-2682 Maximum Water Allowance Maximum Water Allowance Maximum Water Allowance z www.rplo.ne fax Tract or Parcel Number:Tract No. 31071 of www•rplo•net Input Zone Input Zone Input Zone ® = Conn ling 0. Project Location:Gerald Ford Drive and Gateway Drive,Palm Desert,CA 92260 >- Residenll�design Commercial design Square Footage Calculations Square Footage Calculations Square Footage Calculations Landscape Architect/Irrigation Designer: Randy Purnel Landscape Architects z Q ca.6c.4275 Tree&Shrub Square foot �16909.6 Tree&Shrub Square foot 39152.1 Tree&Shrub Square foot 56061.7 Turf Square foot 0 Turf Square foot 0 Turf Square foot 0 Included in this project submittal package are:(Check to indicated completion) i Total Square foot Cobble/Boulder 2019.8 Total Square foot Cobble/Boulder 2050.2 Total Square foot Cobble/Boulder 4070 1 Total Waterfeasture Square footage 0 Total Waterfeasture Square footage 0 Total Waterfeasture Square footage 0 X 1 Maximum Annual Applied Water Allowance: I p,NDSCAp£ Total Lanscape Square foot 18929.4 Total Lanscape Square foot 41202.3 Total Lanscape Square foot 60131.7 Conventional Landscape: 2340.07 CCF �- 5 eUR � ,y �y +Recreational Turfgrass Landscape: CCF ` E o Zone No. Eto Water Ad'. Total Conversion Factors Total Zone No. Eto Water Ad. Total Conversion Factors Total Zone No. Eto Water Ad'. Total Conversion Factors Total A f I I Maximum Annual Applied Water Allowance: 2340.07 CCF J i Factor Sq. ft. 0.62 748 MWA Factor Sq. ft. 0.62 748 MWA Factor Sq. ft. 0.62 748 MWA Q 1 57.01 0.5 0 0.62 748 0 1 57.01 0.5 0 0.62 748 0 1 57.01 0.5 0 0.62 748 0 2 66.82 0.5 0 0.62 748 0 2 66.82 0.5 0 0.62 748 0 2 66.82 0.5 0 0.62 748 0 X 2 Estitrrated Annual Applied Water Use by Hydrozone: 3a 75 0.5 0 0.62 748 0 3a 75 0.5 0 0.62 748 0 3a 75 0.5 0 0.62 748 0 Turfgass Hydrozones: CCF I s 12� Q 3b 88 0.5 0 0.62 748 0 3b 88 0.5 0 0.62 748 0 3b 88 0.5 0 0.62 748 0 +Recreational Turfgrass Hydrozones: CCF 4 93.9 0.5 18929.4 0.62 748 736.65 33 4 93.9 0.5 41202.3 0.62 748 1603.419 4 93.9 0.5 60131.7 0.62 748 2340.072 +Very Low Plant Hydrozones: CCF i C NL- +Low Plant Hydrozones: 429.7 CCF +Medium Plant Hydrozones: 1176.16 CCF Total Number of plants 387 Total Number of plants 848 Total Number of plants 1235 +High Plant ant Hy ones: CCF Number of plants by water use %of Total Landscape Square Footage Number of plants by water use %of Total Landscape Square Footage Number of plants by water use %of Total Landscape Square Footage 1 LOW 150 0.388 6554.109 1 Low 372 0.439 17175.214 1 LOW 522 0.423 23695.714 +Water Features: CCF 2 Low/Mod 83 0.214 3626.607 2 Low/Mod 205 0.242 9464.835 2 Low/Mod 288 0.233 13073.498 =Estimated Annual Total Applied Water Use: 1605.86 CCF 3 Mod 126 0.326 5605.451 3 Mod 234 0.276 10803,763 3 Mod 360 0.291 16341.872 4 Mod/Hi 0 0.000 0.000 4 Mod/Hi 0 0.000 0.000 4 Mod/Hi 0 0.000 0.000 X 3 EATAWU<MAAWA 5 High 0 0.000 0.000 5 High 0 0.000 0.000 5 High 0 0.000 0.000 6 Low Trees 5 0.013 218,470 6 Low Trees 20 0.024 923.399 6 Low Trees 25 0.020 1134.852 X 4 Landscape Design Plan 7 Low/Mod Trees 3 0.008 131.082 7 Low/Mod Trees 6 0.007 277.020 7 Low/Mod Trees 9 0.007 408.547 8 Mod Trees 20 0.052 873.881 8 Mod Trees 11 0.013 507.869 8 Mod Trees 31 0.025 1407.217 9 Mod/Hi Tree 0 0.000 0.000 9 Mod/Hi Tree 0 0.000 0.000 9 Mod/Hi Tree 0 0.000 0.000 X 5 Irrigation Design Plan 10 High Trees 0 0.000 0.000 10 High Trees 0 0.000 0,000 10 High Trees 0 0.000 0.000 Total 387 Total 848 Total 1235 NA 6 Grading Design Plan V NA 7 Soil Chemical Analysis(optional) I (� Plantfirrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Plant/irrigation System Type: Zone Irr. Elf. Area Seasonal Plant Factor: Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: I Q SpraylBub/Drip 4 0.9 6554 1 Low Shrub SpraylBub/Drip 4 0.9 "-17175 1 Low Shrub Spra /Bub/Drip 4 0.9 T 23696 1 Low Shrub Description of Project: The planning and design actions to achieve water conservation Season Zonal I3o Rant Area Conversion Factors Estimated Season Zonal Ho Rant Area Conversion Factors Estimated Season zonal Eto Rant Area Conversion Factors Estimated and efficiency for Dolce include selecting plants with low water Value Factor sq.ft. 0.62 748 Ird.Elf. Water Use Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use requierements and the utilization of a drip irrigation. Spring 20.69 0.2 6554.109 0.62 748 0.9 24.99 Spring 20.69 0.2 17175.21 o.62 748 0.9 65.45 Spring 20.69 0.2 23695.71 o.62 748 0.9 90.30 O U Summer 57.29 0.2 6554.109 o.62 748 0.9 69.16 Summer 57.29 0.2 17175.21 o.62 748 0.9 181.24 Summer 57.29 0.2 23695.71 0.62 748 0.9 250.05 I _ Fall-Winter 15.97 0.2 6554,109 0.62 748 0.9 1928. Fall-Winter 15.97 0.2 17175.21 0.62 748 0.9 50.52 Fall-winter 15.97 0.2 23695.71 o.62 748 0.9 69.70 Date: 9/20/2006 Prepared by: Martha L.Zapata i J w TOTAL 113.42 TOTAL 297.22 TOTAL 410.06 ¢ Q rr RR V Plant/Irrigation System Type: Zone Irr. Elf. Area Seasonal Plant Factor: Plant/lrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor- Plantllrrigation Systems Type: Zone Irr. Eff. Area Seasonal Plant Factor: z z Spary/Bub/Drip 4 0.9 3626.607 2 Low/Mod Shrub SparyiSub/Drip 4 0.9 9464.836 2 Low,/Mod Shrub Spary/Bub/Drip 4 0.9 13073A98 2 Low/Mod Shrub Season Zonal Eto Rant Area Conversion Factors Estimated Season Zonal Eto Rant Area Conversion Factors Estimated W Season Zonal Eto Rant Area Conversion Factors Estimated Q Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use Value Factor sq.ft. 0.62 748 Ird.Eff. - Water Use Spring 20.69 0.35 3626.607 0.62 748 0.9 24.19 Spring 20.69 0.35 9464.835 0.62 748 0.9 63.12 Spring 20.69 0.35 13073.5 o.62 748 0.9 87.15 Surrrrer 57.29 0.35 3626.607 0.62 748 0.9 66.97 Summer 57.29 0.35 9464.835 o.62 748 0.9 174.79 1 O Summer 57.29 0.35 13073.5 0.62 748 0.9 241.43 � Fall-Winter 15.97 0.35 3626.607 0.62 748 0.9 18.67 Fall-Winter 15.97 0.35 9464,835 0.62 748 0.9 48.72 Fail-winter 15.97 0.35 13073.5 0.62 748 0.9 67.30 w V TOTAL 109.83 TOTAL 286.63 TOTAL 396.82 O z W Area Seasonal Plant Factor: - LU O UJ Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor. Plant/lrngahon System Type: Zone Irr. Eff. e _ Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: � � Spray/Bub/Drip 4 0. 5505ASI 3 Mod pray/Bub/ rip 4 0.9 10803.763 3 Mod Spray/Bub/Drip 4 0.9 16341.872 3 Mod Season Zonal Eto Rant Area Conversion Factors Estimated Season Zonal Eto Rant Area Conversion Factors Estimated Season Zonal Eto Rant Area Conversion Factors Estimated z_ Value Factor sq.ft. 0.62 748 Irri.Elf. Water Use Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use Value Factor sq.ft. 0.62 748 Irri.Elf. Water Use O .J Spring 20.69 0.5 5505.451 0.62 748 0.9 52.45 Spring 20.69 0.5 10803.76 0.62 748 0.9 102.93 Spring 20.69 0.5 16341.87 0.62 748 0.9 155.70 s o Q Sunnier 57.29 0.5 5505.451 0.62 748 0.9 145.24 Summer 57.29 0.5 10803.76 0.62 748 0.9 285.02 Summer 57.29 0.5 16341.87 o.62 748 0.9 431.12 "' �- CL Fall-Winter 15.97 0.5 5505.451 o.62 748 0.9 40.49 Fall-Winter 15.97 0.5 10803,76 0.62 748 0.9 79.45 Fail-Writer 15.97 0.5 16341.87 0.62 748 0.9. 120.18 TOTAL 238.18 TOTAL 7•`a TOTAL 706.99 Plant/irri ation System Type: Zone Irr. Elf Area Seasonal Plant Factor: Specifications Plantllrrigation System Type: Zone Irr. Eff, Area Seasonal Plant Factor: 9 Y YP Plantltrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Spray/Bub/Drip 4 0.9 218.470 6 Low Tree SpraylBub/Drip 4 0.9 923.399 6 Low Tree Spray/Bub/Drip 4 0.9� 1134.852 6 . Low Tree Season Zonal Eto Rant Area Conversion Factors Estimated Season Zonal Eto Rant Area Conversion Factors Estimated Season Zonal Eto Rant Area Conversion Factors Estimated sheet ■ book Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use Value Factor sq.ft. 0.62 748 irri.Elf. Water Use Value Factor sq.ft. 0.62 748 Irri.Elf. Water Use Spring 20.69 0.2 218.4703 0.62 748 0.9 0.83 Spring 20.69 0.2 923.3986 0.62 748 0.9 3.52 Spring 20.69 0.2 1134.852 0.62 748 0.9 4.32 Summer 57.29 0.2 218.4703 0.62 748 0.9 2.31 Summer 57.29 0.2 923.3986 0.62 748 0.9 9.74 Summer 57.29 0.2 1134.852 o.62 748 0.9 11.98 8 Fall-Winter 15.97 0.2 218.4703 0.62 748 0.9 0.64 Fall-Winter 15.97 0.2 923.3986 0.62 748 0.9 2.72 Fad-Winter 15.97 0.2 1134.852 0.62 748 0.9 3.34 5 g o N TOTAL 3.78 TOTAL 15.98 TOTAL 19.64 o $ Plant/lrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Plantllrrigation System Type: Zone Irr. Eft Area Seasonal Plant Factor: Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: J? � Spra /Bub/Drip 4 0.9 131.082 7 Low/Mod Tree SpraylBub/Drip 4 0.9 277.020 7 Low/Mod Tree SpraylBub/Drip 4 0.9 408.547 7 Low/Mod Tree Season Zonal Eto Rant Area Conversion Factors Estimated Season Zonal Eto Rant Area Conversion Factors Estimated Season Zonal Eto Rant Area Conversion Factors Estimated Value Factor sq.ft. 0.62 748 tri.Of. Water Use Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use Value Factor sq.ft. 0.0 748 Irri.Elf. Water Use Spring 20.69 0.35 131.0822 o.62 748 0.9 0.87 Spring 20.69 0.35 277.0196 0.62 748 0.9 1.85 Spring 20.69 0.35 408.5468 o.62 748 0.9 2.72 Summer 57.29 0.35 131.0822 0.62 748 0.9 2.42 Summer 57.29 0.35 277.0196 0.82 748 0.9 5.12 Summer 57.29 0.35 408.5468 o.62 748 0.9 7.54 a -a Fall-Winter 15.97 0.35 131.0822 0.62 748 0.9 0.67 Fall-Winter 15.97 0.35 277.0196 o.62 748 0.9 1.43 Fail-Winter 15.97 0.35 408.5468 0.62 748 0.9 2.10 � u v TOTAL 3.97 TOTAL 8•39 TOTAL 12.37 >- 6 � 6 - Plant/irrigation System Type: Zone Irr. Elf. Area Seasonal Plant Factor: Plantllrrigation System Type: Zone Irr. Elf. Area Seasonal Plant Factor. Plant/lnigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: N '_1 Spray/Bub/Drip/Bub/Drip 4 0.9 873.881 8 Mod Tree SpraylBub/Drip 4 0.9 507.869 8 Mod Tree > Spray/Bub/Drip 4 0.9 1407.217 8 Mod Tree Season Zonal Eto Rant Area Conversion Factors Estimated Season Zonal Eto Rant Area Conversion Factors Estimated Season Zonal Eto Rant Area Conversion Factors Estimated Value Factor sq.ft. 0.62 748 Irrl.Elf. Water Use Value Factor sq.ft. 0.62 748 Irri.Elf. Water Use Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use .. .,. Spring 20.69 0.5 873.8811 0. k in in 62 748 0.9 8.33 Spring 20.69 0.5 507.8692 0.62 748 0.9 4.84 Spring 20.69 0.5 1407.217 0.62 748 0.9 13.41 .4 Summer 57.29 0.5 507.8692 0.62 748 0.9 13.40 5 Summer 57.29 0.5 873.8811 0.62 748 0.9 23.05 Sumner 57.29 0.5 1407.217 0.62 748 0.9 37.12 ?"-l��: Fall-Winter 15.97 0.5 507.8692 o.62 748 0.9 3.73 F'E�-'�-I v I--D 0 � � +� Fall-winter 15.97 0.5 873.8811 0.62 748 0.9 6.43 Fail-Winter 15.97 0.5 1407.217 0.62 748 0.9 10A 5 v' TOTAL 37.81 TOTAL 21.97 TOTAL crs Plantflrri ation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Plantllrrigation System Type: Zone Irr. Elf. Area Seasonal Plant Factor: �T g yste yp Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Cobble Area 4 0 2019.8 Cobble Cobble Area 4. 0 2050.2 12 Cobble Cobble Area 4 0 'r-4070 Cobble IN Season Zonal Eto Rant Area Conversion Factors Estimated Season Zonal Eto Rant Area Conversion Factors Estimated Season Zonal Eto Rant Area Conversion Factors Estimated Value Factor sq.ft. 0.62 748 tri.Eff. Water Use ` _'.' ;i Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use Value Factor sq.ft. 0.62 748 tri.Eff. Water Use drawn Spring 20.69 0 2019.8 o.62 748 0 Spring 20.69 0 2050.2 0.62 748 0 Spring 20.69 0 4070 0.62 748 0 M� S1. ummer 57.29 0 2050.2 0.62 748 0 Summer 57.29 0 2019.8 0.62 748 0 Summer 57.29 0 4070 0.62 748 0 Fail-1Mnter 15.97 0 2019.8 o.62 748 0 Fall-Winter 15.97 0 2050.2 0.62 748 Fall-winter 15.97 0 4070 0.62 748 61 pfoJ. n0. 0502 TOTAL 0.00 TOTAL 0.00 TOTAL 0. 00 These plans have been reviewed* by the Coachella Valley Water District in date 12-23-05 accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Scale NOT TO SCALE Total Estimated Water Use 506.99 Total Estimated Water Use 1097.59 Total Estimated Water Use 1605.86 *Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. Sheet no. DATE a? elm EX43 WRORP, RPM Emm"M 11 of 23 L-17156 Kk r I N I - PLAN I log _ _ I F F C U . I - - -J I - - - - - - - - - - -I L - - - - - - - - -1 ( W R P L A I NOTE: ( NO LOT 4 I • TREE PLANTING 1 �- LOT I I ��- I-- 1� 12 LOT 13 LOT 14 m�. LOT 15 ' LOT Ib U 70390 C/) Q Hwy 111 Suite A WITHIN CVWD EASEMENTS 1:- +12' , Q CA 92270 9e ( +12' _j email:infoOrpla.net �- - - - +b' �c. +IS 760.324-26U OR RIGHT OE WAYS. Z 760=-7012to 09 www.rpla.net x In- AG AG A. Constftv A F K Residenild design • GERALD FORD DRIVE 0 G design ' S i NOTPAof PROJECT tb' +12 �r � . �,� � � < Co.IiC.4275 RT . - � � � E3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T w -�-- I II II � scAPf� Q _ LAREA GERALD FORD DRIVE Al ` "0 W �- - - - tr3an 17- ( WALK OR OCHER HARDSCAPE I I I I - I I 1 I - - - - I L- I T. I l I I � 1 - ! l~Dow ,P ( Do FEATURE PER PLAN. - - -I- - - - - - - - - -I- -t - - - - - = - - - -I- -f- - - - - - - - - -I I - - - - - - - - -I - � T - -( - - - - - - - - � -j -1- fi - - - - - slq �\Q CURB t GUTTEROTHERI I I I I I I I I l I I I I , I I I b(� I lF OF \F LOT b I HARDSCAP€ FEATURE PER PLAN. CAI I I ; I I I I ' I I ( I I f I ( FINISH GRADE _ I L - - - - - - - - -I I L - - - - - - - - -� I- - - - - - - - - -J I- - - - - - - - - - I L - - - - - - - - - J I-- - - - - - - - - - -I I L - - - - - - - - - L - - - - - - - - - -� I J L - I ' ' I ' I ( MOUND HEIGHT I l ■ I-- - - LOT 17 LOT 18 ' LOT 19 ' LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 ` I MOUND REFERENCE LINE MOUND HEIGHT PER PLAN (1E +12', +18") logo O 7 ( _ NOTES: +12' I ( I. MOUNDS ARE DIAGRAMATIC. ( 2. MOUND SHAPES DO NOT REPRESENT CONTOURS. +12" X ` ` +b' z 3. GRADE TO SUIT ACTUAL SITE CONDITIONS, GIVE +6 z - - . FIRST PRIORITY TO ADEQUATE DRAINAGE OF 5 PLANTED AREAS. II A MOUNDING DETAIL 0 GERALD FORD DRIVE SCALE: NTS I I " AREA I � Q w o LOT I Z w- - - - - - - - - - - � -� -. - - - - - - - - - - - - - - - - - V I I I I I I PLAN 3 \ \ I I Ln O SOUTHERN CALIFORNIA EDISON EASEMENT NOTES: I I I I d \ I eJ pC I. TREE VARIETIES EXCEEDING 15' IN HEIGHT UPON MATURITY SHALL NOT 1 I I I I I I \ ` \ I z W J - - - - - - - - - J L - - - - - - - - - -I L - - - - - - - - - �- - - - - - - - - - - - - - - - - - - -J O i BE PLANTED IN EDISON EASEMENTS. \ LU 0 Q 2. ONLY LOW GROWING SHRUBS AND GROUNDCOVERS ARE PERMITTED - " WITHIN 15' RADIOUS OF ALL EDISON POLES. i 5 ' LOT Z6 I LOT 27 ` LOT 28 °' W z r 3. OTHER THAN PROPOSED LOW LEVEL SIGNS AND THE CORNER PUBLIC LOT 2 zv O Q INSTALLATION, NO OTHER STRUCTURES ARE PERMITTED IN EDISON s o EASEMENTS ON THIS PROJECT. 4. 8' MEANDERING SIDEWALK SHALL BE ADJUSTED TO ACCOMIDATE FINAL +12' 00 EDISON POLE LOCATIONS ALONG GERALD FORD DRIVE. FINAL LAYOUT ( TO BE APPROVED BY CITY OF PALM DESERT AND RIL.INGTON +12' ( COMMUNITIES. ow OW aiiiiiillo 01111111 1 mown I woomKEY I specifications 5. ALL TREES, SHRUBS, AND GROUND COVERS TO BE ADJUSTED TO , logo Sheet ■ D ACCOMIDATE FINAL EDISON POLE LOCATIONS ALONG GERALD FORD D imam I DRIVE. FINAL LAYOUT TO BE APPROVED BY CITY OF PALM DESERT 1 AND RILINGTON COMMUNITIES. VJ t LOT 9 - o s � g NAN ON 5EE EN%*!GEhtENT C. I/lillll�� `` -(( - ®�M W O O A A GERALD FORD DRIVE �. o 8 �e \ [ ( L 1L co . - �, ( rr� � a �jI (•�� (�"''.'�e� V V - - - - - - - 0 - � '�: PLANTING LEGEND: EXTERIOR DESCRIPM sYrea_ E10TANICAL NAME COMfON NAME 07Y so NKATut �D6 R$NRICS tI2� E3 . CESCRIFfION 5lF�OL BGrWAI.NAME COMMON NAME'..QTT SIZE � MARKS wild b.Uie, KeUe Rnella 56. L AO2 3'O.C.Min. ' ' O 0 0 \ \. NOTE• E E S�{E ET EX6.1 FOR a Aaldo own Muya 4 W B. L/02 ® Rumba ea)"Fffm Lard Faedah 21 $6. M/0.5 V O.C.r in t 0 PLANTING SPECIFICATIONS. e156. 0 \ _. Murca jerarae Caaladtlra WdGa 4 36 B. L A72 Sena dogoplrylla Oalbick Caaia 45 L/OZ 6 O.C.Mn. L1 1 p Amda mWlie Notable Kale 1 3 24'B. L/0.2 Sena phylledkra alv ry Sera 22 15 G. L 102 P O.C.Mn. m ' V • Amda edicim q WatUa 3 36'B L/0.2 SUpa tauiesina faathr 50 $G. L/02 T O.C.Min. Q M' �Y!' •• V�/� t� C 1 I r'QolAWO suropk4la Sim Stain"Aaodo q 4V B. L-M/0.35 ® Tama z an-be fto Bdl$ 12 15 G. M/O.5 Id O.C.Mh. �Ay® / � TRW �o Mmi rit" 6 W S. L/0.2 1 W S..9. 46 SO. L 102 Q I rQ 0 �'�( DIAL TWO WORKING I TV Dow*sl m PAKVW S 46'B. M/0.5 um 9vo� Rah my 30 5 G. M/0.5 k BEFORE DAYS BEFORE w ( + } Oaaas Wddayi'Bedrock' Rai Oak 2 We. M/O.5 } CW.Newo hunilis Medilar- I M-D. M Po.5 421 K min.malti-NrA YOU DIG YOU DIG i r i' 0 Fan Pdm TOLL FREE 1 800-221 = - OW mropm'Sm Wr Oliva 6 4V B. M/O.5 Nefpar w lmmia'Ytiwe Tdkw yuaa a S Q. L/02 V O.C.Pk A PUBLIC SERVICE BY 15 Tr Tip UNDERGROUND SERVICE ALERT .• mwnraaoaaa I TO- Fi 36'd M/0.5 ,� Agave deeMwttlon Agana 5 G. L/02 Fake 6'Dwt Mom' No Verde S 40'& L/0.2 � Ala'Blae EIF Blue Ake 35 15 G. L/02 drawn O MLZ a O mowilim'u Jdke La mw 21 5 Q. M/0.5 v O.C.m. Y=Nkinarkm Bright Edge' Admro Needles 2q 5 6. L/0.2 CdIWMm hlb%arm Star' Fary Date 11 62 56. L/0.2 `""a" " Wlor"wmdmowa Ift Pander Puff 14 6 G. M/0.5 1 I pi•Oj. n0. 0502 Calliftmsm rimrolb'Little DuarF Bottksbnah; 61 5 G. M M.5 i O.C.N&i. Balgahvllka Borbma 1Gre< Bagdradlm 20 Fr G. M/0.5 These plans have been reviewed* by the Coachella Valley Water District in date 12-23-05 accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 0 O O 0 Guao IklldtwnrYrerl Geer 0 5 G. M Po.5 O.C.ft. Podrewa rkwun ft Try Ym 12 15 G. n M.5 l 65597 et seq. requiring efficient landscape and irrigation design in cooperation O Dt mta aw W'Swat Mvn Sky Flower 3q I5 G. M/0.5 IV O.C.min. O Laden mmt0idanie 1atow Trd" 27 5 G. M/O.5 V oc. *ith the local governing agency (City or County). SC3�e 1' - z0r -ON Approval of this drawing by CVWD staff does not constitute approval to 0 O ErMV01W ma wow'Vea w' Vdeltile S5 $6. L-M/035 0 O.C.Mn. O Odm o*ala'Siarm Gold' qal 43 1 G. M/0.5 V 0.6. encroach into district and USER Rights-of-Way. Trees, plants, walls and - - - - - - - - - "- - - - - A � permanent structures of any kind may not be planted or installed in CVWD and - - - - � - - � Vetima rigida Surd YebNa 4'! 5 G. L-M/035 5 O.C.NTn, D4 TatreMrls aradie A!gdlta Dday 43 1 G. M/0.5 • O.C. 'i0 I�I��Io USER easements or right-of-way without first obtaining an encroachment permit len krgnefn Lyme Tan Sago 73 5 6. L•M/035 0 O.C.Min. O "Ila tni" Yellow Dd 6 1 6. M/0.5 S'O.L. SCALE: 11 = 201 _ OII f,,,4 _r ,K- from CVWD. sheet n0. Q 'Carla nnl' Eygopfyilum Tone Raw 37 $6. L-M/0:35 V O.C.Mn, Mdavo 6ekl(3'MIN.TO FINAL MIX,S9C-i'A%WMTE, OTALI 1N ALL PLANTER ^ V8 01W GRANITE SA M"A 111-FINES MATERIAL.FROM AREAS,EXCEPT IN DRY DEPTH',WETTED t ROLLED) XA.'57S. O MATERIALS STREAM BEDS " �� o°AREA A Mdpighia globra'Meigdta' Bebadof alert ' 51 66. L-M Po:� r O.L.Mh, 5p.575.g6G GATE Y Mdrmbega C�lkrte' STREAM BED COBBLESTONE, SO NN 33B 4'D 376.W4130- FROM NW TO MINK REAL 0c, , - wNrk EX5e 1 Mfet' Older 6rae i 10 5 6. M/O.5 S O.C.M. r STREAM.SEE PIAN o ARIZONA SHM PEBBLE 50UTIWlEST BOULDER 760.342.5522 FOR CONTOURING. Toom apmdw Cape Hawyadde 0 Fa Q. M/0.5 V O.C.Mn.. BOULDERS CRE5TA ROd4 SM BOAM LEGEND FOR SIZES AND TOWA Pfik***tagdim f; F,,- 43 56. L/02 s`UE .II; v i{`. _,FP�, T"f:?F7NT' NUMf awFmn tMM'a FNdEm MEM Tea taAafetE aF tw;oaaMKro>rnaEem mMIRAera To veNT aWmTEe oM now. IeN MM wle M aamucraR eau RM LOT MISS rul ALL KW MA M*0 M6kTW nLreek real eusMniw we W To WE OW Rhuf ovato Sugr Buff) 22 1 sr.. I M/0.5 Well MNR MIN&UM MY oR MAY Mar HAVE 80 AFPI M IN TIE AGIaCUA t Wfee ellM MM WeaSM=NA4 f,RM MMKr ME oEVEI m Fur Save COP AWMANFt=11011 alaee ANNOVAL OR ENaL F AW MATWA Mar(al OM WEM:NAVINMAE LAMB MAY K DE6 N00 AND Clft AM TARN. ALL l'W MAIM I6 eL6a.T ► Ramwk ue of"is OW Arp Romney A5 6. I L/0.2 1 TO MEPIXIM AT THE M MTaI a W MURIRM.can0912M Va ALL KW MAIFWAL Muer 5 FREE FKM RD XU AM 10 NO, MUM8(AMMOU NM"l) 12 OI 23 L-17157 W Q R P L A LU P. - o � - o D Ca 70390 Hwy 111 Suite A DIAL Two wort10M Q CA 92270 Mirage Rancho / LOT 62 LOT 61 LOT 60 LOT 59 Q YOU DIG DAYS, .� ema�: ir>Ifo®rpla.net 760.324-2682 a ,off Tau A Luc SE�D 2soo uU 760.202-7012 fax _ _I (- - - - - - - - - - - -I I- - - - - - - - - - -I `- - - - - - - - - F UN)ERGRWNDSEWCEAMU z DOLCE AVENUE LOT 63 r ' I = www.rpla.net RmW*n#oi design Cer droerdal design �. PLAN 14 ( Z z r 2 Q C47.rIC.4275 LOT 64 i i 1 a gscAP£ r � o �� e � �����Q�R N E j NoAl •• t LOT 65 -� p / PLANTING LEGEND: DMIOR DE50" Smea WrA+fcA�NAME C"al of err so WATER NBA ;&M DESGtBPIION 811 BOL BOTAbLAL NAME rQMMON NAME 9TT STYE RB1AFiK5 0 v Spam M� ✓!2 12-A-07 t12 N Rudla b.'Katk' f0atk Rueik 5 4 L i02 3 Of-Mh - - i P v • Amda anaaa Mingo 4 W B. L 102 ® Rasxt a egiseGFaTmm Cad Femddn 21 5 4 M/05 B O.C.Min. 120� Q /0 • / / \ Amato Janaoe CwWttra Wattle 4 36'B. L/02 5mm diegopfylle aitbock Casa 45 5 G. L Al 6'Of-Kt 191� OF A\ �E \ F Arodo notAblk Notobk Wattle 3 24'B. L/02 Sam phYilednea S6vay Sm 22 5 4. L/02 6'O.C.MiL C 146 / \ \ • Amc a ad o Weepkp Wdtk 3 36'B. L/02 Pe &M s +I2' / \ \ ' atelDplylk 5hoe strirq Amin 4 45'B. L-M 10.36 Tecana z Sinn aw Bab 12 5 G. M 015 10 O.L.rin. / \ \ Asa trodrycapa Mhwit" 6 36'B. L/Oz Plumbago surdam 5umma°+mr K 5 4 L Ar2 LOT 66 / \ \ Oalborp$ism Ro mood 6 1W B. M/0.5 tw*vrdfws grmm" Rah Lily 30 5 4 M A75 • ` / \ \\ BOULDER SCHEDULEQ-.buddayi'Redrodc' Bedrock 0& 2 36'B. M/0.5 Lhrnaaap8 hmnilis FFmdIPt� I 36'B. M.05 k r'L Q1• ' }-\• e / \ SYMBOL SIZE QUANTITY aea europea'Sum ulu' aAw 6 46'B. n/0.5 pavifelia'Yellaur Ydkw Tmwe 2e 5 G. L A72 3'oc MIL \ \ rpm Up Tim Tree 13 W B. M/0.5 � +�6wettin � 5 5 G. L MI +18e / PLAN 3 \ \ d A 3'x4'x2' ± 1-1/2 tons 15 Pwkkwc1k'Dart Mueam' 6 46'B. L/02 ' Alae'Nus EIP Sao MF Ain % 5 4 L M2 \ \ I LAN \ \ B 2'x3'x2' ± 3/4 ton 17 O 8aupakA llea'Le le La Mid 21 5 4. M 105 ry O.L.Min. $ Yuan fikmmtaea'&*Edge Adm Ne ie 24 5 4 L A2 NOTE: SEE SWEET EX6.l FOR SPECIFICATIONS. m CdIwAv hY W'Swm 5W F'dr/Dusky 62 56. L/Oz Ulm"haematooeplda ft Padr Piff W 5 Q. M 14.6 / \ \ G 3'xl'x2' ± 1/2 ton 12 ;�R1On vMhdia'LNtle Dorf Bottiebnah 61 5 4. M/0.6 6'O.C.Min, "� -- owe"IN%rbe W, 1101*iaa x 5 G. M A75 2'x2'xl' ± 1/4 ton 3 Guru ihdhrinD•i Guru 0 56. M/0.5 V O.C.Min. Padrmea riomdian I'm TH"d ft a 5 4 M A75 • OX WMU aata'Swat Maw/ Sky Flow 39 15 G. M/0.5 17 O.C.Mn. O Lmtrm madevf WS For*Tran V 5 4 M AIS f OL OBe go Ila maadata'Vd&d Voeft 65 5 G. L-M/0.35 6'O.C.m. O Odra apirata'SWM GoW V a I G. M M.6 6'OL Z AREA I �' Verb.He& Sad Vabow 42 5 G. L-M 10,36 V O.C.rm, D4 T*Wwis MOO holto DAN 43 14. M i05 RI'O.C. saw Ll4km LYona may, Taoa$agc 73 SO. L-M l0,35 b'O.C.Mh. QO Wodalio trik4wla Ydkw DM 6 14. M 05 5 OL " T-0 Ringer 31 5 4. L-M/0.35 6 O.C.M. �`W4 KMATE, NSTALL N ALL RANTER Ya"r'0° DKOh1POSED GRAl6TE Mohan Gold(3 MIN.TO FINAL ,MNUS 0," S MATUOL Fiat �4��N W °O Mdpigfia 06M'Mriiyira' B.bada awry 51 5 4. L-M/0.35 4'O.C.Min. { �) KAtA1A200 MATERIALS STREAM=5 520575.KQ O uP ' T13tlAi 5 STREAM BED C05OLESTONE: 33i P-A' TO rfiL R0L � Dea Grins W 5 G. M Po.5 8 O.C.Min. rs ,33i 4'-6' 336 C-f2'FR0r1 ( � O � ARONA SHIN FEW SW U43T ON=160"-5522 FOR 0011TO 5�PUPI V Tama npanis Caps kq.-i�k 0 15 G. M/0.5 5'O.C.r.. CONTa/•14 Baum CRESTA RU SEE BCtLDBt LEf�FOR 5�AMD Taima JJ ' ^ F4ilcsGapiw tagehm Papa Flaua K $G. L/0.2 � V Rhos orate Suer Bush 22 15 G. M/0.5 RMt au WM W m FAD=Fat M O M EW a:lee WRALTawM mM K=to Yffrr MOM a R,a ¢ W wit mm Lm m 0a11om 9KL filmo IAtr FA o Fm ALL nm MA om AID Iw6A wi Mlimer I lmw=!M A nt ► R-Wkam OF&46'kp Arp Ras t-Y 41 5 6. 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I � ...• PLAN j I I I I I I { I I ••� : �. - - op_�r PLAN 4 PLAN 4 4 I I I 1 I I I l I PI AN I I I I PI Art I I j C s I � AREA " Fll v DOLCE AVENUE drawn M(Z LOT 49 � proj. no. 0502 OP - -- Q 1 = These plans have been reviewed* by the Coachella Valley Water District in v I date 12-23-05 44tY50N�Y� � I,•_ accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section LOT 51 / .� I 65597 et seq. requiring efficient landscape and irrigation design in cooperation / PLAN 4 � I with the local governing agency (City or County). scale 1' - 20' -0' I *Approval of this drawing by CVWD staff does not constitute approval to - - - - _ - - - - - - encroach into district d US BRRights-of-Way. s plans II�-- - - - - - �- - � � i l f o Is an Trees, plants, walls and I I I I I �.�. permanent o any kind may not be planted or installed in CVWD and I anent structures f In 1� SBR easements or right-of-way without first obtaining an encroachment permit 0 a I from CVWD. Sheet n0. PLAN I I I PLAN 4 { :.. . ,. l l i i • • .. '. ..... .I :•: L � DATE � a7 EX5e2 AREA (� Ell SCALE: i" - 20' - pll _ fABBfr siaE7Mc sum aim 13 Of 23 L-17158 1- i �� V m - v:- LLJ I 4A < nK Iiia6m K P L A LU CL CA 92270 IN 7602M-7012 fox conpiftv '■, III - ® �QM'ri�, � ► , .�'���� �® . O r -�' [l4 �r � •• ' r.r -r ]r r]• ]. -,r.r]r r rr ]-7 ]r OMM 12 �I f 13 AIM It'll' �\�\\ • ;1 1 J :11 min iron, W Ego - �o I „ 'r �L- � ►'��. ♦ ♦ ♦ �,...-:per—��I �� .���� i •_fir ", 1 ,� ♦ . � � ,��,•0�00��00��,�1�_ ,®" �®��®®�� 7 ;i >• i. 11`1 � Ir ��►- ce[ 1 r- ���1 � :.: . 1 �i■■iiiiiiiiii�■..r:. . l I►�. __ ��., � ��' i - � - � � • `` -= -_ --- err I I�_�� E� ILr,' Or�- E� Ir. S ��►% v — '�_� � � � � �_ �►� . � � r�1n� ��11 1'.Lr - trot � �� ��,� . oil MIME no 11"CA Flog NOUN 112 MLZ drawn These A s lam►►'� 111 _. � �� -I�� I:: �'►' - ®a plansCoachella accordance with Water Code Title 7, Diviaion 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). scale 1' 20' -(r ng ute approval to .. . . . . - Rights plants, plantedpermanent structures of any kind may not be • and USBR easements or right—of—way without first obtaining an encroachment permit from CVWD. sheet no. Of DATE VIA EX5 . 3 A I � •I r " , �T• AS An • cn U PALM TREE PLANTING NOTES PLANTING SPECIFICATIONS U I. Palms shall be planted using established planting procedures. Refer to palm tree � planting detail. SECTION 02930 - EXTERIOR PLANTS w R P A 2. Palm trees must be in a healthy condition at time of delivery. Palm trees aL determined unhealthy or damaged at time of delivery or installation shall be Q " rejected by contractor and replaced by subcontractor at his expense. PART 1 - GENERAL PART 3 - EXECUTION Hwy 111 Suite A 3. All palms shall be cleaned of excessive dead and ragged fronds on frond stubble. Z Rancho Mirage • Cut fronds should be cut to a maximum length of 6" on trunk. I.l SUMMARY 3,1 EXTERIOR PLANTING Q CA 92270 4. Called out heights of palms shall be THE HEIGHT FROM TOP OF ROOT BALL TO 7 12 •� BOTTOM OF LIVE FRONDS. A. This Section includes the following: A, Bed Establishment: Z 760.202-7012 fax 5. Palm trees to be properly watered in and soils properly tamped around the root 1. Loosen subgrade of planting beds to a minimum depth of 6 inches. www.�ia•net I. Trees. balls whenplanting, leaving no voids of soil wound root balls. 2. Remove stones larger than 1 inch in any dimension and sticks, roots, rubbish, and other 6. Palm trees shall be planted vertically. 2. Shrubs, extraneous matter and legally dispose of than off Owner's property. >_ Resldent design 7. Trunks should be rough with frond bases still secure) attached. 3. Ground cover. 3. Thorough) blend planting soil mix off-site before spreading or it 1 soil 0 commercial design 8. Trunks m not be total( skinned unless noted to do so. 4. Plats. y p ug y Epp ng topsoil, y Z may y amendments and fertilizer on surface, and thoroughly blend )anti soil mix. Q can Rc 4275 q. Trunk bases m e sinned to a maximum height12' or taller trees 6' . read native soil mix to a depth of 24 inches but not less than r ired to meet finish � be of V-4' t 4 S � 1.2 DEFINITIONS p � � max.) grades after natural settlement. Do not spread if planting soil or subgrade is frozen, muddy, or 10. Care should be exercised in the cabling during transport and planting so as not to A. Finish Grade: Elevation of finished surface of planting soil. excessively wet. damage or loosen bark. B. Manufactured Topsoil: Soil produced off-site by homogeneously blending mineral soils or sand with stabilized 5. Finish Grading: Grade plating beds to a smooth, uniform surface plane with loose, uniformly o�p1,1oSCAPE 11. Severe cracking or holes in the basal trunk area will not be acceptable. organic soil amendments to produce topsoil or planting soil. fine texture. Roll and rake, remove ridges, and fill depressions to meet Finish grades. 12. One initial watering will be performed by subcontractor. Basin will be left on each C. Planting Soil: Native soil; mixed with soil amendments. B. Trees and Shrubs: palm so subsequent watering can be performed by others, Basin is to be removed D. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or tap surface of a fill or 1. Pits and Trenches: Excavate circular pits with sides sloped inward. Trim base leaving center U during finish grading, backfill, before placing planting soil. area raised slightly to support root ball and assist in drainage. Do not further disturb base. ,n" 13. Subcontractor to untie frond tops 60 days after planting. Scarify sides of plat pit smeared or smoothed during excavation as needed based on soil structure. s 1 �` p ( ) y p �• E. Final grade: Elevation of finished surface of decomposed granite. r 14. Palm trees shall be planted a minimum of 18' away from building eaves. Excavate approximately three times as wide as ball diameter, qlF OF �F 15. Washin tonia robusta trunks are to have a minimum diameter of 14' measured 4' 2. Set trees and shrubs plumb and in center of It or trench with of root ball 2' inch 9 1,3 SUBMITTALS p p• � high on trunk above finish grade. above adjacent finish grades to meet with final grade of decomposed granite. A. Product certificates. a. Place native soil mix around root ball in layers, tamping to settle mix and eliminate voids NOTE: NO PALM TREE SHALL BE OUT OF THE ORIGINAL GROUND FOR MORE THAN B. Maintenance instructions: Recommended procedures to be established by Owner for maintenance of exterior and air pockets. When pit is approximately one-half backfilled, water thoroughly before placing (48) HOURS PRIOR TO RELOCATION AND PLANTING. plats during a calendar year. remainder of backfill. Repeat watering until no more water is absorbed. Water again after placing and tamping final layer of plating soil mix. AGRICULTURAL NOTES 1.4 QUALITY ASSURANCE C. Tree and Shrub Plating: Do not cut tree leaders; remove only injured or dead branches. D. Ground Cover and Plat Plating: t,1) WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE A. Installer Qualifications: A landscape installer shall maintain an experienced full-time supervisor on Project I. Set out and space ground cover and plats as indicated. Z AGRICULTURAL COMMISSIONER'S OFFICE. LANDSCAPE CONTRACTOR, PLEASE CONTACT site when exterior plating is in progress. 2. Dig holes large enough to allow spreading of roots, and backfill with plating soil with Q THE DEVELOPER FOR STATUS OF AGRICULTURAL COMMISSIONER'S APPROVAL OR DENIAL. B. Topsoil Analysis: Furnish soil analysis by a qualified soil-testing laboratory. undisturbed native at bottom of hole, top of root crown of final grade. PLAN MATERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE DESTROYED AND C. Provide quality, size, genus, species, and variety of exterior plats indicated, complying with applicable 3. Water thoroughly after plating, taking care not to cover plat crowns with wet soil. CIVIL ACTION TAKEN, ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AT THE DISCRETION regpirements in ANSI Z60.1, "America Standard for Nursery Stock." 4. Protect plats from hot sun and wind; remove protection if plats show evideme of recovery V _ OF THE AGRICULTURAL COMMISSIONER'S OFFICE, ALL PLANT MATERIAL MUST BE FREE D. Reinstallation Conference: Conduct conference at Project site, from transplanting shock. z FROM RED SCALE (AONIDIELLA AURANTII). E. Protect exterior plats from damage due to landscape operations, operations by other V 1.5 DELIVERY, STORAGE, AND HANDLING contractors and trades, and others. Maintain protection during installation and maintenance periods. W ALL CITRUS AND PHOENIX SPECIES MUST BE GROWN AND PURCHASED IN THE COACHELLA VALLEY. Treat, repair, or replace damaged exterior plating. A. Do not prune trees and shrubs. Protect bark, branches, and root systems from sun scald, drying, sweating, F. Remove surplus soil and waste material, including excess subsoil, unsuitable sail, trash, and O SOIL REPORT NOTE whipping, and other handling and tying damage. Do not bend or bind-tie trees or shrubs in such a manner as to debris, and legally dispose of them off Owners property. V destroy their natural shape. Provide protective covering of exterior plats during delivery. Do not drop exterior Z J SOILS REPORT SHALL BE PERFORMED TO DETERMINE: plats during delivery, END OF SECTION 02930 _ W • THE SOIL TEXTURE AND AVAILABLE WATER HOLDING CAPACITY. B. Deliver exterior plats after preparations for plating have been completed and install immediately. If I- - • APPROXIMATE SOIL INFILTRATION RATE. plating is delayed more than six hours after delivery, set exterior plats trees in shade, protect From weather Z �- • MEASURE PH AND TOTAL SOLUBLE SALTS. and mechanical damage, and keep roots moist. Z Z LU Q 1.6 WARRANTY a- 0 GENERAL NOTES i - F- A. Special Warranty: Warrant the following exterior plats, for the warranty period indicated, against defects (,Lj O = • ALL FINE GRADING SHALL BE APPROVED IN THE FIELD BY CITY including death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, Z cW OF PALM DESERT LANDSCAPE INSPECTOR AFTER ROUGH or abuse by Owner, or incidents that are beyond Contractor's control. V O W MOUNDING IS COMPLETE. 1. Warranty Period for Trees: One year from date of Substantial Completion. ryoo 2. Warranty Period for Ground Cover and Shrubs: qO days from date of Substantial Completion. (U W J Z • ALL PLANTING AREAS SHALL HAVE A MINIMUM 2" DEPTH 5 >< J Q DECOMPOSED GRANITE WATERED AND ROLLED. 1.7 MAINTENANCE pC • Cl- ALL TREES TO BE LOW BRANCHING. LOWEST BRANCHES TO BE A. Trees: Maintain during warranty period by watering, weeding plater areas, restoring water basins, tightening NO LESS THAN 18" FROM ROOTBALL OF TREE. and repairing stakes , and resetting to proper grades or vertical position, as required to establish healthy, viable specifications plantings. Spray as required to keep trees and shrubs free of insects and disease, • CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT FOR B. Ground Cover and Shrubs: Maintain during warranty period by watering, weeding plater areas, ad other Fsheet ■ book ❑ INSPECTION AND APPROVAL. THIS IS TO BE DONE PRIOR TO operations as required to establish healthy, viable plantings. CITY INSPECTION. PART 2 - PRODUCTS �_ o CITY OF PALM DESERT 2.1 EXTERIOR PLANTS S LANDSCAPE INSPECTION SHEDULE 1) Sleeving / Grading A. Tree and Shrub Material: Furnish nursery-grown trees and shrubs complying with ANSI Z60.1, with healthy root systems. Provide well-shaped fully branched (Arizona Nursey Standard) healthy, vigorous stock free of a. Sleeve diameter, type, depth and location � � u - - b. Soil surface drainage, elevations ad trash (including weeds 4 rubble) disease, insects, eggs, larvae, and defects such as knots, sun scald, injuries, abrasions, and disfigurement. I. Provide balled and burlapped-balled and potted container-grown fabric bag-grown trees and shrubs. M_ 2) Hdscape / Boulders - Cobble B. Ground Cover: Provide ground cover of species indicated, established and well rooted in pots or similar u u a. Sidewalk and wall layout containers, and complying with ANSI Z60.1. - 6 b. Utilities location N c. Boulder type, size, weight and placement 2.2 PLANTING MATERIALS 3) Irrigation System Rough - In A. Topsoil: ASTM D 5268, pH rage of 5.5 to 7, a minimum of 6 percent organic material content; free of a. Trench depth and location stones I inch or larger in any dimension and other extraneous materials harmful to plat growth. F5 6 FS 6 b, Pipe size and class I. Topsoil Source: Reuse surface soil stockpiled on-site and supplement with imported or manufactured topsoil "- c. Pressure test (125 psi for 6 hours) from off-site sources when quantities are insufficient. Verify suitability of stockpiled surface soil to produce 4) Plat Material (trees 4 shrubs) topsoil. a. Condition B. Fertilizer: b. Type 3. Fertilizer usage: Refer to Cie city of Palm Desert Landscape Maintenance guidelines, c. Placement drawn MLZ 5) Ground Cover (decomposed granite) prof. no. 0502 a. Type These plans have been reviewed* by the Coachella Valley Water District in date 12-23-05 b. Depth ads spacing accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section p g 65597 et seq. requiring efficient landscape and irrigation design in cooperation c. Compaction with the local governing agency (City or County). Seale NOT TO SCALE *Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, walls and 6) Final permanent structures of any kind may not be planted or installed in CVWD and a Irrigation: USBR easements or right-of-way without first obtaining an encroachment permit i) Valves, boxes and wiring from CVWD. Sheet no. ii) Controller operation and schedule iii) Sprinkler, bubbler ad/or drip emitter type, flow rate and 1 1 k #= DATE a�7 ' quantity per plat WA0"ZjfN4 M 09MAN0500011T SAMIMM EX6e 1 iv) Overall operation _ v) As built eY& - b. Tree staking ° I�revrusewmm"110" 15 of 23 C. Overall L-17160 c/) INTERNATIONAL SOCIETY INTERNATIONAL SOCIETY W OF ARBORICULTURE OF ARBORICULTURE U Cx TREE PER PLANTING PLAN W R P L A CL Q U 703" V) Hwy III Suite A Z Rancho Mirage Q CA 92270 —� emall:info®rpla.net 760.324.2682 Z 760.202-7012 fax TREE TIES BETWEEN STAKE AND of www.rpia•net TREE; TIE SHALL BE CINCH TIE � TREE-TIE (WO)W-2W ConsullOng TREE PER PLANTING PLAN }° ResidenHd design 2' DIA. x 10 LONG LODGE POLE Comr»erciai design STAKES PLACED 12' FROM Z TRUNK (TYP.) Q ca.Iic.4275 �; oC W ROOTBALL: SET TOP OF ROOT CROWN AT FIN1514 GRADE EARTH WATERING BASIN IN EARTH WATERING BASIN GROUNDCOVER AREAS SIZE TO MATCH ROOT BALL DIMENSION +6" MAX FOR IRRIGATION ROOTBALL: SET CROWN V-2' �S E FINISH GRADE ABOVE FINISH GRADE FIN15H GRADE `��� Q�R N E( FEATHER-FINISH DG SUB GRADE ROOTBALL TO SIT ON • BACKFILL TO BE NATIVE SITE SOIL ONLY UNDISTURBED NATIVE SOIL 12-31-V ROOTBALL TO SIT ON UNDISTURBED NATIVE SOIL NATIVE SOIL """'cob ezz3os NATIVE 501E LL OF CA1.�F 3z ROOTBALL Nam` I, INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. PROVIDE EXPANDABLE TRUNK GUARD IN TURF AREAS. TREE PLANTING DETAIL TREE STAKING DETAIL 4 SCALE: NOT TO SCALE � SCALE: NOT TO SCALE NOTE: LOCATE PLANTS SPACED EQUIDISTANT (D) FROM EACH OTHER AS SHOWN. D = AS SHOWN ON PLANTING PLAN. EXPANSION SHIELD BY 'RED HEAD' OR EQ. • • • • • . • (� z �1/4' DIA. BOLT • • • J / • • • • TOP OF ROOT C?..OWN SHALL MIN. 2' COMPACTED GALVANIZED WIRE WALL SURFACE VINE TIED TO TRELLIS W/ RUBBER TIES BE AT FINAL GRADE • . • DECOMPOSED GRANITE W • • • • im O ` J AD • o • \ FINISH GRADE V ® • SUB GRADE vc, �• wqe• I/2 6 D Q W �'�• ° ° ° °• — EDGE OF PAVING, WALK, WALL, ETC. : ROOT BALL Z ° Z �„ .° ° ° °, , 0 10' - 12" THICK GROUNDCOVER '•;:":, ` W = • a a•;t���•s;•f�� ��•, •QD �"•° -�' TILLED PLANTING BED INSTALL 2" THICK DG LAYER CLV AFTER PLANTING GROUNDCOVER • .;� °� — FINISH GRADE 3 X ROOTBALL W e, • °°: tea, • °°° UNDISTURBED NATIVE SOIL z N FINISW II 1=IIIII—I I— I— I IIIIII,• IIIIII I ( I b III I III � • 43 4'-0" VM 41-0' L >< O _ Q NOTE: cn W a 0 a. NOTE: LANDSCAPE CONTRACTORS SHALL PROTECT EXPOSED WIRE TO BE PULLED TIGHT BEFORE FIXING IN PLACE ROOT BALL ABOVE FINISH GRADE AT ALL TIMES Specifications UNAMENDED SUBGRADE VINE PLANTING DETAIL GROUND COVER DETAIL SHRUB PLANTING DETAIL sheet book o V SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE CU Q N S INTERNATIONAL 50CIETY L TREE ROOTBALL OF ARBORICULTURE 2. DIG A HOLE THREE TIMES THE WITH OF THE ROOTBALL AND FILL BwLDER .n � � � � WITH WATER TO ALLOW TO PERCOLATE IT TO SOIL. 3. SET ROOTBALL ON NATIVE SOIL. 4. SET ROOTBALL IN HOLE 50 THAT ROOT CROWN 15 1' ABOVE FINISH FINISH GRADE GRADE. 5. BACKFILL TO BE NATIVE SITE SOIL ONLY- REPLACE BACKFILL MATERIAL UP TO 2/3 THE HEIGHT OF THE ROOTBALL, TAMPING AND >z SETTLING AROUND REMAINING 1/3 OF ROOTBALL. WATER DURING4— PLANTINGv v FOR MAXIMUM STABILITY, 6, FINISH GRADE. _ a 3 Q c 7. PALM TRUNK TO BE PLUMB (VERTICAL) wB GRADE o tj 8. 2" LAYER DECOMPOSED GRANITE OR APPROVED MATERIAL AT FINAL INSPECTION i > NOTES: 1. BURY BOULDER A MIN, OF 1/3 BELOW FINISH GRADE " U 2. PLACE PER PLAN AND LANDSCAPE ARCH. DIRECTION NOTE: FOR DETAILED REQUIREMENTS 7 9 6 RELATED TO THE PLANTING OF THE D m_ a •_o TREE IN THE IMPROVED SOIL, SEE 6 PALM TRUNK 'TREE PLANTING DETAIL.' a 4 a IRRIGATION � BUBBLER a� DESERT PLANTS SHALL BE 5 ,.; ;, ,�ur ADJACENT AIR ROOTS BOULDER DETAIL BACKFILLED WITH NATIVE SOIL. TO: I TRUNK AT FINISH GRADE 2 FINISH GRADE TO BE SCALE: NOT TO SCALE drawn MLZ AT BOTTOM OF PAVING 3 FINISH PAVIN Pro). no. 0502 TAMP SOIL AROUND ROOT BALL BASE 1:1 SLOPE ON SIDES OF PLANTING HOLE.FIRMLY WITH FOOT PRESSURE SO THAT PALM IN PLANTER These plans have been reviewed* by the Coachella Valley Water District in date 12-23-05 3 TIMES THE 4 accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section ROOT BALL DOES NOT SHIFT. R00T BALL DIAMETER BACKFILL ENTIRE 65597 et seq. requiring efficient landscape and irrigation design in cooperation UNEXCAVATED OR COMPACTED MOUND PLANTING HOLE W/ SAND with the local governing agency (City or County). sc(* NOT TO SCALE UNDER THE ROOT BALL TO PREVENT ` ° OR NATIVE BACKFILL *Approval of this drawing by CVWD staff does not constitute approval to ;.,.,.. SETTLEMENT. encroach into district and USBR Rights—of—Way. Trees, plants, walls and LOAMY SOILS permanent structures of any kind may not be planted or installed in CVWD and INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF BETWEEN 15 TO 27%: LOAM, SANDY LOAM AND SILT UNDISTURBED NATIVE 501E USER easements or right—of—way without first obtaining an encroachment permit LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PROBLEMS NOT from CVWD. Sheet no. ANTICIPATED BY THIS DETAIL. ROOT BALL h .,y}a, -{ LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY PARTICLES-!WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER, THE SOIL MUST NOT BE 50 COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR MASSIVE. LANDSCAPE ARCHITECT RECOMMENDS TESTING FOR TEXTURE, DRAINAGE CAPABILITY, DATE a7 l PH, AND NUTRIENT VALUES PRIOR TO PLANTING AND ANY ADDITIONAL SOIL IMPROVEMENTS. , ww alw�mrE� EX6 * 2 SOIL IMPROVEMENT DETAIL PALL TREE DETAIL SCALE: NOT TO SCALE SCALE: NOT TO SCALE a'"e11'0R 16 of 23 L-17161 � -fir'► -� _ - - __ � ��,� •� ��, . . �� •�• i • � u ■ • ■ ■ n u u n n �• ,1�� r I I - .. _ - • ■ ■ ■ ■ r n • w r r i w r r r II r r r r • w r w r 11 r r w r • r w r r �� w w r w I w r r r r w w •r r / w w w r w r -- � ' 11 11 In \ a. 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" " on 1 a'•./, iM� �t '� _i PPS I r � ' �\i�=�%II _ � ♦ 4 n n ��� n ®I` ;�I��117[•■!'���i�M/ �,_t7i ETI�J am or HAM ' i AM v u v� U w U Q R P L A W a- u 70390 N Hwy 111 Suite A ` Z Rancho Mirage ' B7FRtEEE 1314 �AY WOMM S e Q CA 92270 YYOU oc emai: infoOrpb.net TOLLoo err-zsoo 760.324-2682 A RX=SERME BY W 760.202-7012 fax /�/ ♦r a,, ♦e UNDERGROUND SERVICE AURT Z wwwx&.net '9,e —� e awe ► � Dd D4 D w s ♦ems / ��?? d a,. p ae //``�� onvAng ,x ♦ ' o ,re ♦1°� `I/1 , �� Residenftl design / V 0 Commercial design Z LOT 62 LOT 61 LOT 60 LOT 59 ~C Q ca.Ac.4275 D D 5 ♦ d ♦e � DOLCE AVENUE �. LOT 63SC - ♦ , e• J � � ' PLAN ' � � I % Q LOT 64 ....Ode / 12a3as Ode �l�IFOF CAOF���Q- o t ®® C -- LOT 65 •/ e e0 +1211 x / '• i O /0 0 ® '� f a+6 �'' NOTE: SEE SHEET EX8.1 FOR ELECTRICAL ••vo � � '211 A� �� NOTES AND DETAILS. LOT 66 PLAN 3 z AREA "G" � O _! cn Z Q w _ ~ z � z � - - — — — — — — — W Q C� DOLCE AVENUE cry 0 w CC z cwn 7-77 � Lu O w Dd • rs♦o Dd ♦e D4 CC , O J eeeeee>� °' DC L LOT 58 7— C:r 57 LOT 0 LOT 56 LOT LOT 54 LOT 5 LOT 52 I I� � _ _ _ _ _ _ _ _ _ � - - - _ - - - - - - - - - _ - - - - _ - _ _ - - _ - - Y specifications � I I I I I I ® I I ► I I ► ., 1 I I I I I I ��9 :... '• .. I I I . eFJ wat9 sheet m book ❑ PLAN 3A&C PLAN 2 I I I I I I I I 4 PLAN 4 PLAN 4 P1 AN 'A ( ( I ai nni a I I I I I I I I O N "AREA F11 ! EEO E a lit } ., u v �' � DOLCE AVENUE - - -�- — — — — LOT 49 �- TOP - 50 X LOT 51 PLAN 4 1 drawn ML- - - - - - - (— — — — — — — —® _ proj. no. 0502 i date 12-23-05 I PLAN I I I PLAN 4 //A kI L I scale 1" = 20' -0' " �� 20' 80' sheet no. AREA � EX792 18 of 23 V) 1— U LU U Q� Q R P L A LL! at_ V T7 D 0 U 70390 � Hwy 111 Suite A C7AA-a 1 rj Z Rancho age 1 O 1 Da ® I DIAL Two wo�►+c CA M70 f WOR G aAr�ouafc� email:ir*o@rpia.rW D4 TOLL FREE 1-800-227-26M 760• '2�2 D4 Dd I A PUBLIC SERVICE BY W 760=-/0 1 2 fox Cl I UNDERGROUND SEWCE ALERT z www.rpla.net I Q. Consulting LOT 71 I Residen4id design Comrnerciai design I I z ca.k.4275 i L — — — A �.ODSCAPF �— QLRN E( N�Cy +SEE eta I � "B"ON THISEA��TT O � J 2� 0 -0� 72 LIGHTING LEGEND - EXTERIOR @ DOLCE tp �� SYMBOL FIXTURE QTY. lF OF CA1.\� I (� TREE LIGHT: SPJI6-OIA WITH SPJ16-02 SHROUD - RUSTY FINISH (120v) WITH 10 ` 50PAR20/4AUFULL LAMP LOT V .° + 76 BOLLARD: KIM VRBi/70MH2A0/PS-P K /� . - SIGN LIGHT: SPJ16-00-7 WITH SPJ16-02 SHROUD - RUSTY FINISH (120v) WITH q ° / 7W FLUORESCENT LAMP A 1+61 I NOS ALL FLUORESCENT LAMPS TO BE WARM TONE (270OK-3500K) FOR COLOR TEMPERATURE. e +12 + rar \V . r I&D0I .+16 NOTE: SEE SHEET EX8.1 FOR ELECTRICAL +16° NOTES AND DETAILS. z / O < � J W z Q w F ~ AV LLANA PLACE , � zCD � I W V C= Mgr' W O �C z V) I AN A W 0 LLj LOT 6 i W J Z O LOT U > I 1u >< CL LUQ D < I 1- - - - 3 - - - - - LU K E Y MAP specifications I f— — sheet m book ❑ D I O 0 LOT I I LOT 68 0 I ■ I a L - - - L — — — — HIET � I� i ^ w r oa Da I 1 I a s a — r° Dd LOT 2 I ' Elj �- - - - �( s i Caro k� I— — — — . I I— — — — — aautnwrnaa drawn MtZ proj. no. 0502 3 I LOT 70 1 I I RECEIVED date 12-23-05 scale 1' = 20' -0' mAr IN KIN- - 1 20' 801 OCT - 3 NMINONE Da 1 I pUBLIC WORKS DEPARTMENT sheet no. CITY OF PALM DESERT — - 0 EX793 AREA I AREA "W" SCALE: 1" = 20' - 0" 401 19 of 23 l— U LU I— U BOLLARD SEE LIGHTING Q R P L A LU LEGEND Q U 703" S"P of I LIGHTINPINC, Z Ra hoW ge SPECIFICATION SHEET Q CA 92270 J emaN: infoerpla.nef SPJ 16-01 A ` 760.324-2682 UJ 760.202-7012 fax SPJ 16-01 B wvwr.roa.net 12" DIA. CONCRETE FOOTING W/ %" CHAMFERED TOP 11L Consuftq >- Residenftd design FINISH GRADE t � Commercial design Q ca.Nc.4275 • _ :I 11= 1= I I— III ° Q I =1 I�- I-T � 4 Y — " X 10" ELECTROPLATED — L ANCHOR BOLTS o LJ ��.� _� �_. ,• °, P I—III- � � Ijlll�:' ' ° DI RIGID CANDUIT PER t12L, 011 MODEL: SPJ16-01A " ' I ' MANUF. SPECS. 31-07 ( -21505 MOUNTING : 1/2" NPT. L0 Q ��'—�. ' : '•` � . . �� COMPACTED GRAVEL _ rql� SOCKET: Biax Socket cV i OF CAL ELECTRICAL: 120V Z -rrr— -- °' p —"'—I -11�III= III=II11=1 I=IIIIII=1� III_II) l IIIIII —ITI=1 I I: ':. • •'`. . `;. 'I_I=1_I�- _ LAMP: (1) 13W Fluorescent Included '— UNDISTURBED SUBGRADE =IIIIII IIIIII_IIIIII_IIIIII=111111_IIIII T. 1 r;L I(=1 ' _ITI_ IIIIII IIIIII_I11111= =IIIIII I�111=r M. ° 11 IIIIII= MODEL: SPJ16 01 B (Not Shown} =1 1 I—T_-1 ° 'I FINISH OPTIONS: LAMP: (2)13W Fluorescent =III—II— (v) VERDE (GM)GUN METAL = _ — —)I(— 4'-OI' MINIMUM Lst SA114-03 Rrm ket Past fir mour7hng(M) MOSS {R) RUSTY I — II I REFER TO LIGHTING PLAN (AG) AGED BRASS (W) WHITE (BR) BRONZE {B} BLACK 6" MIN II-O�� °otcanaie measurements available upon rfqllest. BOLLARD LIGHT FIXTURE LANDSCAPE LIGHT SETBACK 1 DRAWN BY A.04 EASE DESIGN.6k: MTE.'12 1 SPECIFICATION SHEET - SPJ LIGHTING INC. ShopUrawing Number: 12-72 N.T.S. C N.T.S. 2107 Chico Avenue SPJ16-00-7 South El Monte; CA 91733 (800)469-3637 FAX: (626) 433-4839 WALK LIGHT; INSTALL PER MANUFACTURER'S K• SPECS. 0 V) J V) FLUORESCENT UP-LIGHT Z Z Q LU 6., +4" OL (TYPICAL) Q — F— WALKWAY - PLANTER AREA FINISH GRADE _ CID0< W c= MODEL: SPJ16-00 7 �r Q r , G Q MOUNTING: 1/2-NPT. (Model#SPJ19-03 `t =IIIIII=IIIIII= III-0 04I!I1= V V -Parma Post" Recommended) =IIIIII III il= u' V) SOCKET: (2)Pin Biax Socket �OaLLL I ELECTRICAL: 7W Fluorescnt I I I (I COMPACTED SUB-GRADE �— II V LU UW=IIIIII III jI— o O W � Z (f) ROCKET PERMA POST (INSTALL " _ � O UJ FINISH OPTIONS: ROCKET PERMA POST CL PER MANUF. SPECS.) o; � V) V N1 VERDE (GM)GUN METAL (INSTALL PER MANUF. _ (M) MOSS (R) RUSTY SPECS.) CL W cc (AG)AGED BRASS (W) WHITE CONDUIT OR DIRECT BURIAL J (BR) BRONZE (B) BLACK > A ROMEX inCONDUIT OR DIRECT s z — Q BURIAL ROMEX �- Shown with optional glare Shield. W � � SPJ16-02:Glare Shield COMPACTED SUB-GRADE VRB1 ! VRB3 -n,%AN my - Wr-7.11,-f -ATF°r>»�•4-r,°i PATHWAY LIGHT FIXTURE LIGHT FIXTURE SPJ LIGHTING INC. D B specifications Ordering Information Vandal Resistant Round Bollards 2'C7 Chico Avenue N.T.S. N.T.S. South 8Monte,CA 917?3 sheet book ❑ Cmcr i800)469-363! FAX:(626)433-4839 Ordering Example. Urrl*c �111 �rW- aHnkh ' Ficre B,er.MrvINMaP =rich r:�rnt Hs-.rT� -bis•ra.l.dirt nirh. -rirY iinii.^.n H.h to �inhh VR611100MH1201BL-PtHS VRB1CI100MH1201BL-P1CH-CIHS VRBCICH-C 1 2 3 5 1 2 3 4 5 1 4 N Fixwre whh Aluminum Shaft - Fixture with Concrets Shaft Concrete BoOard - O 1 Fixture: Ca;.No,cesig Isles VRB1 and t VRB3 fixt.na=nd er•sn. Top Caps 9d.ik;bls ' V 2 EACH 1/4" HOLES DRILLED o0 VRR,-Domed Top Lighting Calculation Chart IN BASE OF ALL BULLET - - - — LIGHT FIXTURES FOR 6 Q Project: Dolce Residential Communities -Exterior Nr DRAINAGE VRB3-Flat Top . VRat VR89 Cat.Nn: VR61C VR63C Cal.No VRBC.: V V lomed rp F'at Top Domed oa Fh:Tcp 2 EleatricalModule: 70HPS120100HP8120 70HPS12D 100HPS120 FINISH GRADE T =IIIIII_=III = =I1 ill=11'':111= C. — — HPS-Hi 'i us:p vSod un 70HP8208 100HP8209 70HPSM 100HPS208 _ _ 17 70HPS240 100HPS240 70HP9240 100HP924D =IIIIII 111116 c a MH hlctnlHnlirin 70HP8277100HPS277 70HP527710UHP8277 Maximum Lumens Allowance =III = _�I= .N 70HPS347IOOHP8347 70HPS347100HPS347 COMPACTED SUB-GRADE _ _ IIIIII IIIIII= LL.i PL=[txnpnct Fl urrot;curl' ' 70MH120 100MH120 70MH120 10018H120 = O i „m I..ir o n n nlrririnnl nrtn on 7oMH2O8 IOOMH2O8 7OMH2O8 1ODMH2O8 puge 55'cx bal uul typut wid 7OW240 f0OMH240 70MH240 100MIH240 diarac ensics 701r0127T 100MH277 TOMH277 100NIH2T7 U TOMNS47 IO MH347 7OMN347 IODMH347 Square Footage Calculations ROCKET PERMA POST (INSTALL- � Lamp _amp Uric. 42PL120: 42PL120' — � PER MANUF. SPECS.) LU `Matta " VOILS 4VL208' 42PL208' CL 100 MH 120 42PL240 42PL240' Total Project Square foot 90484.99 42PL277' 42PL277' N to to Coafed lamps recommended. 142PL operates one 26,32)or 42*at',er o a:M thru 277 vrits(5u-Sc:I Iz}, CONDUIT OR DIRECT NOTE:Fun la ripl allasl irdorirlalia v is de cl ll'e J.S H.eW Ca eut. e u se ms.,lyuur Iccel Ki rl repfesettalive. _ Lighting Class Total Lumenlsq.ft. Total BURIAL ROMEX tv 3 Luminaire Finish: Color. Blauk Ua k Bronle Lp±d ray platinum 31ae1 urtrile Cu&ivrr Cuu s Sq.it. 0.372 MLA Sups Talc p.'•°de`coat pa'r` `n NOT °B� `G� P�P wH.P Ca.IR s BULLET LIGHT FIXTURE rr.w•rhrcrm^.•ernrrx+3m rsalin�. Cra:s'lU`T1 eserlalve 111 90484.99 0.372 33660.41628 NOTE:gFlacAsti aced clack or color;will prootrre s1iDh9y lass Ir,I;vRr 'ar vualtxnwlrrs. birllrnc�+r.lrar I I�ht G•oy nr 4:fidr,.�n^^.below.4 ConereteFinish: Cara; Pr(yxn Cha,cmi Na4uralGrW "write N.TS. drawn ~;.v�ilabls rrtors arentgral in Cat.No.: BR-C CH-c NBC WH-C MLZ :.cm-cic mx. Total Number of fixtures —14 66 OptionalHouseside r,t.Nn.. HS lflq'f:mr- tar.hor ,11r i^ldihnr� +e,Ir idr.=�nrax.M:.rlrn. Estimate - proj. no. 0502 W-.hi,1 raursl a.,r-lum,;Imrable it t,4d. Light Fixture Model(Non-Cutoff)Lam Specification Q Lumens s Ima e Shield: 9 p �' Lumens Use -CEp I E a SPJ16-01A 13 watt Fluorescent 10 700 7000.00 e E date 12-23-05 Fixture with Aluminum b SPJ16-00-7 7 watt Fluorescent 4 335 1340.00 Shaft: VR81 and VR83 models a,a r,Tkldad vdm nmching in.wel r OCT scale NOT TO SCALE nea-,pai:-,t finishos on fixt.lro :end�tut..SLalu;alu Colas arc as loaa+s Cut Nv.: SL.P os-P LG-P PS•P U@H.P TOTAL 8340.00 `Nr qr: Hls;�! OsB R•crm lirtht6my Nrntlnln'Sih�• N.dttri 'hEaJp.� P�"�_N PllF3L_I��'�'VJr'�t�. C;t�i Y OFr- KIM'..IOI ITIIJ:I tY P"'I 'vI `"'r 7` r '• sheet no. : Total Estimated Lumen Use 8340.00 EX8 ., 1 20 of 23