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Home My WebLink AboutEsperanza at Palm Desert CC Model Complex_1 ......4,,....,�,.,,_ r, f �. ' s .., ,At;;�,, .•>*. ..SFr p; I�- '�� '�'�` , , a f ANDSC .' ` . �, . • lR t 77 IL , ii rC L F r° te _F a _ s S _P C T S -E I r 4 -• .� D{LAC40 41 q, c' y PP 7 s eran a a ese o ese �T�T£ OF CPS-�F��\P CITY OF PALM DESERT � �� LANDSCAPE INSPECTION SCHEDULE PROJECT MAP U .T. S z ,�.,��, �42ND AVE. o e o ex �. sLEEVING GRADING l ` '�- "7 cql ! r y MIC'f— $�;�4 A. SLEEVE DIAMETER, TYPE, DEPTH AND LOCATION - V I I ; T 13. SOIL SURFACE DRAINAGE, ELEVATIONS AND TRASH (INCLUDING WEEDS AND RUBBLE) y �� 'fit:. `'``- DR. -- .. _ -- NICHIGAN ' . . I 2. HARDSCAPE ! BOULDERS - COBBLE ►. SIDEWALK AND WALL LAYOUT • UTILITIES LOCATION MINNESOTA AVE MINNESOTA AVE }wf BOULDER TYPE, SIZE, WEIGHT AND PLACEMENT T i..._.`__...._ y I 1. IRRIGATION SYSTEM ROUGH-IN __�_-_-4 _ { D . R . HORTON . as � . • - ►. TRENCH DEPTH AND LOCATION a 8. UTILITIES LOCATION - �� A�'Q1111E OF' niE STAB 71 ...--� 80-022 AVENUE 38 --C. PRESSURE TEST (125 PSI FOR 6 HOURS) ':' �� 1 ,� � � � � �� \�� -cauFor�aA DR y PLANT MATERIALS (TREES AND SHRUBS) ' � ,�.._. " ,,,,A, . CONDITION _ INDIO , CA 92201 . TYPE , ?C. PLACEMENTS 5. GROUND COVER (DECOMPOSED GRANITE) PH , 760 - 345 ,4633 w A. TYPE . DEPTH AND SPACING C. COMPACTION LANDS PE CON Rucl ION LAN OR .r CONTACT PERSON : _r .., $. FINAL �� . �\� �_- `_' ` . A. IRRIGATION I VALVES, BOXES AND WIRING BRUCE NEWrz- ii. CONTROLLER OPERATION AND SCHEDULE `��: �� -�- ; lii. SPRINKLER, BUBBLER AND/OR DRIP EMITTER TYPE, FLOW RATE —� — VIA AND QUANTITY PER PLANT •, a5 1 I f . y , M Iv. OVERALL OPERATION ` ' LANDSCAPE ARCHITECT CONSULTANT: v. AS BUILT i i . ' 'YORK A�� ( � I I " yam.--�' t+ I , � OJECT SITE �• B. TREE STAKING �- - _ NEW PORK AVE NEW + ,. ;1 _ i'� j�,s M • _.._... -- - AVE i` i ' 3 1.�� z z5 — DILLALLO LANDSCAPE C. OVERALL 8840 WARNER AVE., STE 101 7 e e 18 ,�- 0 04 c� FOUNTAIN VALLEY CA 92708 kr PH: (714) 847- 6680 --1 , \ _s i z , % w M� • • (� j FX: (714) 847- 6367 S \,j� T�INESSEE AVE —T_ `" _ : O CONTACT: FAUSTO REYES - �'` N i i % �' - ( U U w `{ �- tt APPROVED • .. OKLAHOMIA AVE FINAL LANDSCAPE PACKAGE _• E—+ N O Z 4 IRRIGATION CONSULTANT: `� - ``�- DAtE,��.. - ••� O ":' '�`" JE DESIGN CONSULTANTS, LLC �^� �C7 UWDSCAPEYAN M• U A-+ 1451 S RIMPAU., STE 216 J CORONA CA, 92879 _ .� 4 \ 7 �► KDMCKY AVE ° f �T INDIANA AVE. PH: (951) 817- 1210 FX: (951) 817- 1211 71 l - CONTACT: JOSE ESTRADA <. ELECTRICAL, STREETCALIFORNIA DR. Y , � . ' AND OUTDOOR LIGHTING CONSULTANT: � ! I i �. —j NIA pR., � �- • ,..-. LDB. INC. r - 3051 EDINGER AVE. - - TUSTIN CA, 92780 i j w W�*.., , PH. (949) 733- 8038 FLORIDA AVE FLORIDA AVE FLORIDA AVE FLORIDA AVE -� FX: (949) 733- 8058 G i I I I 1- -- I I JZ ! I ' I .. CONTACT: DON DIDOMIZIO ' ' FRED WAKING DR. � �K. FRED WAKING DR. p..� " I +art ®:.` �`� _.� � r� /GENERAL NOTES ,r I INDEX OF SHEETS ICIN' TY MAP �. Plans were designed b referencing the following: 9 Y 9 �--- ., CEO _ L-0 COVERSHEET - - . , ivil Engineering Plans prepared by: - - 1 , ENGINEERING SOLUTIONS L-1 GRADING PLAN HI AGO AVENUE, SUITE 201 H 2155 C C U E, �.s '��• 0 � Y. RIVERSIDE, CA. 92507 - L-aG GRADING PLAN PH. 951 .784.0286 T - FAX. 951 784.0287 - - -- -- - - -- - L.� CONSTRUCTION LAYOUT PLAN -- - -- - - - - - Architectural Plans prepared by: L=4 CONSTRUCTION LAYOUT PLAN F -_ - SOUTH COAST ARCHITECTS Ji 13 CORPORATE PLAZA, SUITE 210 L!5 CONSTRUCTION MATERIALS PLAN E \ NEWPORT BEACH, CA. 92660 -PH. 949. 720. 7022 - - -- --- - - ---- - - -- - -- L46 CONSTRUCTION MATERIALS PLAN Ull HAVEN DR. S. FAX. 949. 720. 2045 - L -7 CONSTRUCTION DETAILS HOVLEY LN E HOVLEY LN E 42ND AVE.AVE '� MICHIGAN DR. DILALLO LANDSCAPE ARCHITECTURE (DLA) has taken care to research applicable codes and requirements in Q ,#` -preparing these drawings and is not responsible for changes to such occurring after agency approval or during L'8 CONSTRUCTION DETAILS MINNES°TA AVE _ installation. >S AVENUE OF BTHE STATES p�1FORNIA DR. CALIFORNIA DR, As requested by the OWNER, DLA will visit the site at intervals appropriate to the stage of construction to review L-9 CONSTRUCTION DETAILS the progress and quality of work and to determine in general if the work is being performed in a manner indicating Z ISSOURI R. t` L 10 IRRIGATION PLAN #hat the work, when completed, will be in substantial conformance with the construction documents. However, � /DLA will not make exhaustive or continuous on-site inspections to check the quality of the work. * L 11 IRRIGATION PLAN `H�S4TTS �T DELAVARE PL s, DLA is not responsible for construction means, techniques, sequences or procedures, or for safety precautions NEW Y K DR. y and programs in connection with the work, since these are solely the Contractor's responsibility DLA is not NEW YORK DR. t<<INO�S ;,',,responsible for the Contractor's failure to carry out the work in accordance with the construction documents, nor L=1 2 TREE/GROUND COVER/ VINE PLANTING PLAN �� MOUNTAIN VIrW AVE. -responsible for acts or omissions of the Contractor, subcontractors, or their agents or employees, or of any other - f work. L=13 TREE/GROUND COVER/ VINE PLANTING PLAN }Y ` persons performing portions o the o * There is no warranty or guarantee either expressed or implied by DLA for the completion of the work or the ` ROBIN RD. quality of performance of the construction Contractors. L'"14 SHRUB PLANTING PLAN ' * in the event OWNER consents to, allows, authorizes or approves of changes to any plans, specifications, or other construction documents, and these alterations are not approved in writing by DLA, OWNER recognizes that such , L-' 5 SHRUB PLANTING PLAN - alteration and the results thereof are not the responsibility of DLA. In addition, OWNER agrees, to the fullest extent permitted by law to indemnify and hold DLA harmless from any damage, liability or cost [including reasonable L= 6 IRRIGATION DETAILS Y attorney's fees and costs of defense. . ., L-�17 IRRIGATION SPECIFICATIONS - y arising from such alterations. 41 b` } * The existence and location of any underground utilities was obtained from referencing plans prepares) by others L-h�1"8 PLANTING D DETAILS AND NOTESvk "` at the time the plans were drafted and do not constitute a representation as to the accuracy or completeness of �7 ' z the location or the existence of such utilities. In Southern California, Contractor shall contact Underground K These plans have been rodewed•7, the Coachella Valley Water District in 2 + S.1 h accordance with Code Title 7,Division 1,Chapter 3,Article coo Section 65597 at se requiringefficient landscapeand irrigation design;n cooperation Services Alert at 1-800-422-4133 prior to performing any construction work. :" rr r;,_, ; n ;, with the local governing agency(City or County) * Contractor shall supervise and direct the work, using the Contractor's best skill and attention. Contra, or shall be p-.•.,�, *Approval of this drawing R CVWD Staff does not constitute t+tute approval to 0 E C encroach into district and USER Rights of Way. Trees,plants,walls and ,� 5 +� �/, , permanent structures of any kind may not be planted or installed in CVWD solely responsible and have control over construction means, methods, techniques, sequences, and procedures ltV rN6 C a_aaj 1 t and LISBR easements orrightof-way without first obtaining an encroachment for coordinating all portions of the work. ___ __.` _ mcvwD. ti p- permit from�� ga � � APPP V�" u� . DATE r * Contractor shall be responsible to the OWNER for acts and omissions of the Contractor's employees, - ubcontractors and their agents and employees and other persons performing portions of fhe work under a " contract with the Contractor. ' * Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in I^ ►, V--- € -� ,�► mod " z ;:- Undergr. P g- g- P g Y p p ,,,connection with the performance of the construction contract. "°" �. T"' -� �,.- �rj.ef, F.,-.J.�':{�. �t a...v�,�:`v!�-...,.�3�"v.t:.� �4� O�FORE y0� ._� 4," .. .. GRADING NOTES R _ _ �?V ?�l3 , ,.. 42,E Dfe r. * These plans represent grades prepared from the Project Architect and Project Civil Engineer's plans. C. T a"°-��` -Pace��ITHsnI 0 4 8 �6' } �, :; �.,,�. , ,,L (TWO WORKING DAY` Contractor shall verify existing grades, spot elevations, contours and drainage structures prior to commencing work. - lf any discrepancies exist they should be brought to theimmediate attention of the OWNER'S Authorized Representative. SECTION ISSUED D BEFORE A THE�ovEP " �/ WILL BE VALID. FOR YOUR DIG ALE, lawn areas two inches 2 above � � RBE�ISSUED BEFORE A'PERMIT lr t ` Finish surfaces of hardscape shall be one inch (1 ) above finish grade adjacent to la a ea ( ) NUMBER CALL UNDERGROUND SC finish grade for shrub and round cover areas. g _ � o ` Contours, spot elevations and grading information shall be in accordance with grading Tans prepared b the Project Civil Engineer. w�RSH P 9 g 9 g p p p Y J ,x Finish r for II tin r t smooth, uniform surfacefor I ntin Wf �3P W F-i R E URA RA AP D IN I 11T CT I G •= 4.. DEPARTME T r �UBL{C WORKS s CITY 0F PALM DESEHT J i 1 DI LALLO NDS 6" Atrium Polyolefin Grate LAIN , SCAPF with U.V. Inhibitors or approved equal ARCHITECTURE Slope to Drain Slope to Drain III=1 I-11 IEd I I =1 11=1 11=1 11= Compacted Soil NDS 6" Sewer and Drain - Riser Pipe Qength as required) or approve-d- equal - ►I III- ' NDS SPEE-D Basin or approved equal 'i VARIES Sewer and Drain Pipe J ,gn We Invert Elevation * E-X-sir=°r*1 7Me �. 4 o Crushed and Compacted Stone r ca�-�� I r ; I i ®NDS o ! NDS ATRIUM GRATE WITH NDS SPEE"D" BASIN i` (SHRUB AREAS) � r ! NOT TO SCALE ® + NDS Round Polyolefin Grate .. with U.V. Inhibitors O` f ! % i or approved equal .,., , �h� i ' �---Slope to Drain(2%min.) O •. O O ! Slope to Drain Compacted Soil .02 ... O — - - - - ' + i � ��I - --I��- NDS Sewer and Drain I — r< - i __ \ \ •. ; r -� - _ = Riser Pipe(length as required) ` �I � approved equal x Q nl approved Sro Basin oil or apvedeal-fillJ - LLJ f/ -! h i i 2 LU 1 i Sewer and Drain Pipe 11 j t l r' `� ,' -� LU ---- ! �__' .� 00. ��. - ♦ � VARIES - -r' U ♦"�o j i j 1 -_i__ , �' r i f Ewn a-w r w r.®r®r'w-r M ri Eat is e-e i , t I, �--- -•,;_- l ,j /.\ \ , I 1 I r ra.oar r-r.w-r s..r,r.m>or-w.-ac o- I- .__. __.._ .._. _._ . f Q Yd L~ems i \ r _, I t _ CID � _ \ I r --- i ; � � , !\ Invert Elevation ,P A , f I t - - �(r -"tipC l 777Ir r r j I _j r-_7 h�,.��L__--- 1` "J � /, f 1 %�' I 1 / p � t .; 1 � j� J� � Crushed and Compacted Stone ON If J L --4 .......... 1 h_ 1 ®NDS NDS ROUND GRATE WITH NDS SPEE-D BASIN (TURF AREAS ' 1 ! \ I NOT TO SCALE ) 1 r- 1 I tj r '• "' M• (�_ i' �; / i tf f1 w M 1 v 1 i �• \ ` A� O ; I ' 0 �� \ i 0 O �; ,1�' \�.o j' f ii; / \ '� 1 y`'\ �CO o`L' l PAVING SURFACE w 00 �--1 , a I3 a 0 i lk o a b l 7"_� 's. . s ' s• s s' •s• •s•' O N ,H .Bp S,i 1" "`^+a; t p■ i,j j r II' / ft. \ I ! ' ... li ! + I ��t ► S" ' A j — l 1 - , l J f .. ! co (, I I-I I!III I I I II I I I I O TG 83.40 �` - -.�_.._..�_-.. __.�. �4a `� f I I-1 I —) ` I H N z grya / V j I _ PE jil! AC I CAULK AT PI 1 - 00 U 1 (� ZLA Q k/r'Q}� \W, / 'v� i ! I I <<1 o`�' _ �r ` ` --DRAIN PIPE SEE PLAN FOR SIZE b y ' l - —_ o I NDS ROUND GRATE WITH NDS SPEE-D BASIN ke LOT 79 �, _—__._.. t +`f� �, � ` ' � � ' `� � ,�-- ) I �' \ `I fj (PAVED AREAS) P '1 ! ' ( \� i ^i � �' �._ NOT TO SCALE PLAN 31 V ; u r i �t 1 r- �'• c.i ' ` ', M.BATH j 1 GREAT ROOMfilMASTER RATE CABA( I i1'i; � jai Krrcr j �. _ -t r Y s 1 1 L_ _Inc 2 If '� O 1 � 1 i rl+ 94 �• -- `/ PE 82.70 ifi- >� f ! j -�. wac �I I FF 83.20 ' �� Y�N\(j /' � 7� , 1'i I -\ I I ? t ', ! i f I VI+/.,�;\Q•i I I i I i -- �-._. f!� , if y z C �, ' i i/ ! �O j1L!` GRADING LEGEND: TG TOP OF GRADE , V' \' �+ _. i 1 BATH' ,�w I if ? j ^~ _ - - 1)( I� FOYER N ,j ! I 1 d IE INVERT ELEVATION - - ( Ij _ ; y PE 8.70 i FS FINISH SURFACE 't FF 84.0 FF FINISH FLOOR ... M ;7 BEDRM.SITE i BATH 7� f i _ :—::= _ r3A F G FINISH GRADE pop _ ._ g I� i t------__ 3 ; I ; I I i i ��• h N 7 TIC TOP OF CURB TW TOP OF WALL f i --^--- PE __ ` III�—■ij .02 FF 84.0DIRECTION OF FLOW C � MMM 2 FS 100.00 , _ -- —�— _ PROP. SPOT GRADE BY ENG. �_— {+ i i + '/ 00 ---------------- FS LSCP. PROPOSED GRADE _ J _._.. •- -......- , 1 „ 11 i --- �' j j I 1 _1 'v .�/r 'tom If f\ T�` /� -- ----------.. - \\ i _ , __.—. -••I 4" ATRIUM GRATE i r -_ �`-----.__- ' -L' �•' �' i I i r l j 1 1 / � ,; ! 'l�`, ( ___._.. i � ! � � �■ _ --- - 4" DRAIN IN PAVED AREA W j �,., i \ t� _ -__-T- � -- _ - 4 ROUND GRATE _- -- ,� r �: ,a._.. __-r'"' ; rl wit I�,' ' -. I�` � ice`^�� `, i;. � ' �'=-� S ' '� TURF AREAS) � SLOPE AT 1/4 PER FOOT MIN. RAIN PIPE Q "..�.. 1 1 �-_.__-; ,.`mac:., �]TJr!..3,'��.?IJr�j.='-��i�>,•z. -- ,.r' f __. _.__.. —.. _ I 4 ADS D !....:]L�a, JJ .....1�_<..� �r..al..)J ....,.: ''a` __ __ _- , I __ \ ',� r• " ( ---' �j r__ I �: -r t I,-._..- r;_..,,.��t..I,_....... ,....��I:.. __ _ _- ) _ ,l � / y e s 1'1��''.�="-t!.N...�1! - I .- ....- _` _ __._c- I' R' ITTE NDS #624 _ � �. - _ r j � � - .� _ POP UP DRAINAGE EMITTER, N I a..,u•-_ ,_?,- - �{.- `' ( Cb r 1 - - .. -- - - / ,`O,toy• __--- --===_:>_•_ ,-.. - —__ __— _Imo.,r_ 1' IF �& _ A II X7 rr - ` ------------- ALL_ I -- - DRAINAGE NOTES - � • w DRAIN PIPE TO SLOPE AT 005 MIN • -..-._.__._._.____••_ ALL PLANTING AREAS TO DRAIN TO AREA DRAINS OR STREET AT MIN. 2%. CONTRACTOR TO MAKE ' ._.—.._..._..._. .-.___ —...—t.._._--.-_........_ t . off- _ _--- _—__—_..... _ —_ ._. ^.....--_ ... --- MINOR ADJUSTMENTS IN DRAIN LOCATIONS IN ORDER TO PREVENT DEEP SWALEE OR DITCHES TO �G Gg�00 _ AREA DRAIN. CONTRACT LANDSCAPE ARCHITECT IF SEVERE CHANGES HAVE TO BE MADE. C T '< • CONTRACTOR TO KEEP DRAINAGE WITH EACH INDIVIDUAL LOT AND NOT TO DRAIN ACROSS L I p �� PROPERTY LINES. �` D R I V E • CONTRACTORS SHALL ADJUST OR ADD DRAINS WHERE NEEDED TO INSURE ADEQUATE DRAINAGE a PER LOT. CONTRACTORS SHALL CONNECT ALL DOWNSPOUTS FROM RAIN GUTTERS TO DRAINAGE , SYSTEM. k.. GRADING NOTES _ a � • CONTRACTOR SHALL VERIFY EXISTING GRADES PRIOR TO COMMENCING GRADING OPERATIONS. IF II ANY DISCREPANCIES EXIST. THEY SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. • CONTOURS AND SPOT ELEVATIONS REPRESENT HE DESIGN INTENT OF FINISH GRADES AND FINISH ' - SURFACES. SUBGRADES SHALL BE AS PRESENTED IN THE DETAILS. ' A • CONTRACTOR SHALL MEET EXISTING GRADE AT PROJECT LIMIT LINE WITH A SMOOTH AND W W j ----__ __-_ CONTINUOUS TRANSITION. F-+ -- ----_________ • CONTRACTORS SHALL PROVIDE POSITIVE DRAINAGE FROM SURROUNDING PROPERTY LINES. A y Q U --'-- _---_- __ • HOLD FINISH GRADES FOR SHRUB AND GROUND COVER AREAS 1 IN. BELOW TOP OF ADJACENT PAVEMENT, OR CURBS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. • HOLD FINISHED GRADES FOR LAWN AREAS 1 IN. BELOW TOP ADJACENT PAVEME DS, AND CURBS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. • ALL WALL TOPS ARE LEVEL UNLESS INDICATED OTHERWISE. ' • ALL PLANTER AREAS TO SLOPE AWAY FROM STRUCTURES OR POOLS AT A 2% MIN. 1 a RECEIVED i Underground Service Alert NORTH 0E�Opz .�:, Call:TOLL FREE PUBLIC WORKS DEPARTMENT 1-800 'HEET CITY OF PALM DESERT 422-4 1 33 0' 4' 8' 16' (TWO WORKING DAYS BEFORE YOU DIG) SECTION 4216/4217 OF THE GO RNMENT CODE REQUIRES A DIG ALIT IDENr I ! F 19 SHEETS BE ISSUED BEFOREA"PERM WILL BE VALID. FOR YOUR DIG ALERT IFICATION NORTH SCALE: 1/8" = V-O" NUMBER CALL UNDEIWOUND SERVICE ALERT. , GRAING PLAN D r PUBLIC WORKS DEPARTMENT" C11Y OF PALM DESEAT r I DI LALLO LANDSCAPE i NDS 6" Atrium Polyolefin Grate ARCHITECTURE C. with U.V. Inhibitors or approved equ r Slope to Drain { Slope -..- a to Drain — P Compacted Soil J — , NDS 6" Sewer and Drain —III—I I I I—III_ Riser Pipe(length as required) - ve tl equal'° ," `, (I I or, i — — �, III •`, r, NDS SPEE-D Basin `O o,L,u J `��.,, j !i or approved equal 2�`'�R• o 40,, „ r1 \►',. 1 r `'i '•'� i1 G ¢ ° ' `' r",n�' �., / i ^` VARIES Sewer and Drain PipesignatuM ; EXP.Aot3Q2007 if ,N r. ! r ! 1 �, \,-.�. 7iJ� `+. Invert ElevationOF lgTF Jr r : _ ;J ; �, ,; ""►,,, \ Crushed and Compacted Stone Dit _ NDS _ _ NDS ATRIUM GRATE WITH NDS SPEED BASIN i ,i f. \ --- (SHRUB AREAS) NOT TO SCALE IV NDS Round Pol olefin Grate w ' \ _` ,`r �-J1 ``•--, / `` �` ��` `/ \ _ �n�;��'��, � ,, , j with U.V. Inhibitors I - � , —,.,•�►+ or approved equal U ,''� _, � Slope to Drain J �•,� i o e - .., 4. Slope to Drain(2/o min.) _ r..........::....... r '•,,` :::art. __ � :::�. �., — • l/ L2� --�_:1 - � ` "'� ." Compacted Soil _'..h jr f �y III III III II II III III 1 1,, �•.. „� ,�• �I I I I 1 I I I I NDS Sewer and Drain I It ♦ �4j •�,, • : �n -i - , ,,-- � �1� ,,_.�� • �. �„ o — Riser Pipe length as required) III _ c p ; 1 j ` j-rs�� .;,........ LZ �� 000 _ — I — or approved equal Lo A�s A�j u � r...• t r —I INDS SPEE-D Basin . 0 l/� ' or approved equal i '` r�c . .42 ++ / 3 ( Sewer and Drain Pipe / / l r ''" . �`l.' �g n3°� r VARIES p �' Amt. . f ~` i �! J Invert Elevation 1 J Crushed and Compacted m acted Stone �° G / 1 %' ;l / / i �/ , i i J-. �b j / -—� , q��' ,,,. ., i •. 000,01 O� l(l�i^' 02 +'y" "rr 1 ;;`% r/ '� ry j •-f /:- '`�.?.` 1 l �`.-_ /,i• - �'1; ; �,NV(t I-1• '.� I !;' _ h�i 't�.j \\, X� NDS NDS ROUND GRATE WITH NDS SPEE-D BASIN i f= / i Fq /;( do , tf� :� ` F - �- (TURF AREAS) 1� p3 MI� Y )Ili/ / _ `� } NOT TO SCALE F+' %� ! / `' .\`` •\`r /' / '`' '` :•,,r" i r A r-. 1,7// ;? /i //r t!j 1; J � REFER TO CIVIL ENGINEERING ' � ' (' r `-- �,� /�l ° �� aa ! o'` ;' - "-` - _�'% ;' `—_i`t' �l /ll �`� �\ ,1 6„ 6» WW PLANS FOR SALES TRAILEWPARKING , i� �� 00 ,-�._ PAVING SURFACE / LOT GRADING i l l i � / 51 `, i'4M►RY , N o l ram— l f l ��' 1 nrp %/ ; �-- 4 o v I3 0 O . . o `p . . le_~i `-G;ktT�y,+�Ci�r,►�oQA t,�.ef c v lII r / ,- _. ' ~� —/, v I;I II II V_=I II=IIvII I , o av v a r T J � t - ° °P/ �/ I , o z^ N (T� z O n~ O , J ® ```. •• • ., Y, r/ l !t t til -\ 1- .,_ / j` / t' j "T� 1 i ?) -- I=I I � � 1 �"1 t. / �+ 00 .` ,`\. rf \. '•. _'• ,`M1 `•\• / / \ ,, `-/ — ' ,;, V ..,, % ••..••'`-\ i ® �'•,....`` •.., ` � f ---\\`/ � ;1 f Q►�• lI ` 1� %\� l( F'�MCY ` t l`~--_� /, _ I -) I (= CAULK AT PIPE W/11 If �FP e ' DRAIN PIPE SEE PLAN FOR SIZE j \ �.> LOT_._81 i ' IPY ~ __ r it /i r/r ,. fr ,`� _ t � i p NDS ROUND GRATE WITH NDS SPEE-D BASIN � •, �'" ,, �'\• it ; / ('7 i •\ Il I , / , �ti , j / I f 1 / k j 1 f __l \ PLAN 1 I �..r_. J - ",`i i 1 1 /`• l i �/ (' ' 1 NOT TO SCALE ' V_RMp , t / _ i 1 (PAVED AREAS) / � . j SALES PE 8160 I h FF 82.10 If '\ ` �\�\.`\ // ' -, \\`• - ` a \`"�� /`'......,•_`••` .-J / /, �" / I! /ll�:1� �►�" �� / I I � `�/ \1 ��` '"I`lflY � �s \ I \-;�i �J,- ! ' /'� ` .. ' '\„ `. r / `" :. ^• , H-1-! % / l / '--- __`~— _ / F o,• i / /� � I � -- _ / ° �� GRADING LEGEND: ;/ "� =-= 0 1 TG TOP OF GRADE F..� I _ _ / _ - ,' n ` / (``""�= IE INVERT ELEVATION ^^ . Co / ;b _ FS FINISH SURFACE 1 �T '-yam°%f C W 1 \ ��1 . i tom` __ �lJ'�:rr \ /1 ` '�`I `l Y' s FF FINISH FLOOR /��h 11 ' FG FINISH GRADE ' . . ``�•,-,ter `•, l r '��j' /i .� \ \ � i �"-.•,,,.. l l x� � �(`.. ! l ' _<,,,,) i j � t+f r l r /; -""crt ` � � _ TC TOP OF CURB p!� ` TW TOP OF WALL ILOT o0 _ DIRECTION OF FLOW LOT 80, t _ ' ��,. ^ '02 PLAN 2 J 1l t -� j' � �� Q �PLA.. M �..._........_.........._..._..__...: ski FS 100.00 l( - PROP. SPOT GRADE BY ENG. E"� FS 100.00 �, •,.... - . -.... ;;�� `�� , � � i . 1 `;, o `•-_ / �.,�` /. t -__ LSCP. PROPOSED GRADE T `_� i` 4 f- i`- . ! I CARA PE " I t �~ FF i _ _ FF s2.7o -_ - - - - AREA - ` i J j`` ; ., !ii l •,�� f/!ii• �, t�� _ _� � -� ,,t � 4" DRAIN IN PAVED -�-T- , ' _ --� ' '�,-., ,. /` ..�.. ..:.: ,-• ../.za= -•�- -.�',_ .�i / / ;{_.TQ_ _ -� t O 4" ROUND GRATE (TURF AREAS) 1� t _ • - ``` ! \ '. -` /;t _�Q'`~- - _ 4 ADS DRAIN PIPE - SLOPE AT 1/4 PER FOOT MIN. �r �.-.-w„ /` �- r10i 6" POP UP DRAINAGE EMITTER, NDS #624 -`^'„ � -.,`,,•`...,• ``..._ "♦ ! .. _ / ` " - . .,�^_ A`,k`'J.-• -gin r,/.\ �,,,\ _ - _- --.� 1 - _ � � l J _ __` DRAINAGE NOTES �. ` • .~ �' ►''•+ + `•".• �~ "^� i — r'. \fir• f /' � � `( � _ • ALL "w IN PIPE TO SLOPE AT 005 MIN 'cb�L _-r ALL PLANTING AREAS TO DRAIN TO AREA DRAINS OR STREET AT MIN. 2%. CONTRACTOR TO MAKE MINOR ADJUSTMENTS IN DRAIN LOCATIONS IN ORDER TO PREVENT DEEP SWALES OR DITCHES TO F-+--t _ + AREA DRAIN CONTRACT LANDSCAPE ARCHITECT IF SEVERE CHANGES HAVE TO BE MADE CONTRACTOR TO KEEP DRAINAGE WITH EACH INDIVIDUAL LOT AND NOT TO DRAIN ACROSS ... - - PROPERTY LINES. • ? ' • CONTRACTORS SHALL ADJUST OR ADD DRAINS WHERE NEEDED TO INSURE ADEQUATE DRAINAGE ~..� r - PER LOT. CONTRACTORS SHALL CONNECT ALL DOWNSPOUTS FROM RAIN GUTTERS TO DRAINAGE r- SYSTEM. ..x=.= �G00 o nj -------- V 1 V 1 - -- - CO NOTES SHALL VERIFY EXISTING GRADES PRIOR TO COMMENCING GRADN+G OPERATIONS. IF ANY DISCREPANCIES EXIST. THEY SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE •-- -�. _ - -- OWNERAUTHORIZEDS REPRESE NTATIVE. E. ___- =_ CONTOURS AND SPOT ELEVATIONS REPRESENT HE DESIGN INTENT OF FINISH GRADES AND FINISH A A ` --__ SURFACES. SUBGRADES SHALL BE AS PRESENTED IN THE DETAILS. c a EXISTING GRADE AT PROJECT LIMIT LINE WITH A SMOOTH AND • �G�Q'�' - , ~ � -" -, -----,. CONTRACTOR SHALL MEET - CONTINUOUS TRANSITION � ll ' = Cb\� • CONTRACTORS SHALL PROVIDE POSITIVE DRAINAGE FROM SURROUNDING PROPERTY LINES. 00 _ `- • HOLD FINISH GRADES FOR SHRUB AND GROUND COVER AREAS 1 IN. BELOW TOP OF ADJACENT PAVEMENT, OR CURBS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. A ' _ =='n .-, ` • HOLD FINISHED GRADES FOR LAWN AREAS 1 IN. BELOW TOP ADJACENT PAVEMENT BANDS, AND W _ CURBS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. C.> ' --=: ALL WALL TOPS ARE LEVEL UNLESS INDICATED OTHERWISE. _ Q U � WW --- ALL PLANTER AREAS TO SLOPE AWAY FROM STRUCTURES OR POOLS AT A 2%MIN. RECEIVED JUG 1 0 R E C E VC D PUBLIC WORKS DEPARTMENT CITY OF PALM DESERT Underground Service Alert NORTH � °� Call:TOLL FREE PUBLIC WORKS DEPARTMENT u c 1-800 SHEET CITY OF PALM DESERT 422-4133 0' 4' 8' 16' (TWO WORKING DAYS BEFORE YOU DIG) L-2 SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER OF 19 SHEETS BE ISSUED BEFORE A"PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION NORTH SCALE: 1/8" = V-0" NUMBER CALL UNWGROUND SERVICE ALERT. GRADING PLAN -- _ ` rJ DI , I INC. LANDSCAPE "�ure EXP.ZriT'Cl .2007 �' 30T \P �T4TF OF CAUF�? 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SUITE BATH y BERM 1OFFICE3 I ! 11 I I I I C :.wlc CON�TRID • O BFDRM 2 ~� W .. 1 _ . _........ _. _ - x x - _ I I 44co — i I LU LU LU O ' fi� O` ---- --- - --- z CALjF0 N A_ D R I V T-11" _ 10'-7" 8'-6" 3'-1y 81-6Y" o F+ri c u RECEIVED A U JUL. 1 r� PUBLIC WORKSC17Y OF PAL M., Underground Service Alert NORTH OEFOI� ,� C, °mac Call:1 TOLL F EE r PUBLIC WORKS D:=P;'\i3TMENT SHEET' / CITY OF PALM DL�EHT 422-4133 Of 4' 8' L 3 (TWO WORKING DAYS BEFORE YOU DIG) � SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER OF 19 SHEETS BE ISSUED BEFORE A"PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION NORTH SCALE: 1/8" = 1'-0" NUMBER CALL UNDERGROUND SERVICE ALERT. + CONSTRUCTION LAYOUT PLAN i •�`\ / LANDSCAPEDI LALLO v WARCHITECTURE % J _ J �� y .;, i t ��'`�•. 25:0„ J `p,NDSGq t t J � �i— , /j >,"'r► oril 30.Q2007 row 03 J Tf OF CPS-\F 71 / 3 v c; v 1 —'--------- '—'`__ —701 l i C;r p Ntwo *44 ��iJ y �'�.j.. Y ... L' p /J, � � � •CII I l eyJ Cb , •OII �� J R `'•• `gyp 4',01, •• 13 � D Yo D 1 �yA o ' 7-3• O h = _ Y C f OUT h ` Dy !!Q r _I/V i #r v �jJf i+ lug J ! '*4 f� D J Vp r � v1 `, l W 04 eb rl RErREA y, s.01, .,,�.,=� ram.`_, .`_"`•--- /! - Np �"� f"-1 N O r oK v l Al _ HNOZ _ 7 FAAJ# C _...� a_aMr M aEdRM J 1 4\w m kirk xp LOT 81 ' C i .7 cq LAN 1 q R r SALES " s 0. —153 de CoLsk' �Jl• t� ' ' �:.': _ _ 1 / ..-- '�,. i y ,tips ,�• ' ,r BmRM,3 o w 2 � \ 1)RA4 2 v v ` ' • `o I It - PLAN 3 ............ J hS,3�� CARA QE th 01, CA --_ 1• •.- _. Uj � ' - ---- � • w A w - i RECEIVED i PUBLIC WORKS DEPARTMENT RCC I V�� Crll'C ?�J'.L.,^:^ DESERT i Underground Service Alert NORTH 9EF� PUBLIC WORKS DEPARTMENT �'� Cell: TOLL FREE CITY OF PALM DESERT 1-800 SHEET 01 1 4 81 1 s1 422-4133 L-4 (TWO WORKING DAYS BEFORE YOU DIG) SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER OF 17 SHEETS BE ISSUED BEFORE A"PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION NORTH SCALE: 1/8" = 11-011 NUMBER CALL UNDERGROUND SERVICE ALERT. -- T CONS RUCTION LAYOUT PLAN �y I CONSTRUCTION LEGEND CONTRACTOR SHALL CONSTRUCT 4" THICK, NATURAL REFER TO DETAIL 'A',SHT.L-7 COLOR CONCRETE PAVING © CONTRACTOR SHALL CONSTRUCT 4" THICK REFER TO DETAIL 'A',SHT.L-7 CONCRETE PAVING - SEE ENRICHED PAVING NOTES =y�p DIL440 . y a J 2 n CONTRACTOR SHALL CONSTRUCT 4" THICK REFER TO DETAIL 'A',SHT.L-7 signoture CONCRETE PAVING - SEE ENRICHED PAVING NOTES EX;* 4TF OF CPS-\F�Q� ® CONTRACTOR SHALL CONSTRUCT 4" THICK, REFER TO DETAIL 'A',SHT.L-7 CONCRETE PAVING - SEE ENRICHED PAVING NOTES W 5Q CONTRACTOR SHALL CONSTRUCT 4" THICK REFER TO DETAIL 'A',SHT.L-7 CONCRETE PAVING - SEE ENRICHED PAVING NOTES U ® FALLOW AREA-3" THICK PEA GRAVEL © ASPHALT PARKING LOT- BY OTHERS (TEMPORARY) ftft Ili, TEMPORARY ADA ACCESSIBLE REST ROOM 9Q 8'-0" HIGH WOOD SCREEN FENCE (TEMPORARY) REFER TO DETAIL 'C',SHT.L-7 20 " -- L �0 RAISED POT SHELF REFER TO DETAIL 'D',SHT.L-7 ? -ft — _ — LOW GARDEN WALL (CMU WITH STUCCO FINISH AND REFER TO DETAIL 'E',SHT.L-7 LL► ! ! PRE-CAST CAP) BARBEQUE COUNTER WITH STAINLESS STEEL GRILL AND SINK REFER TO DETAIL 'F-H',SHT.L-7 WMMIlMMMMMMM��MI�-_ "_' __ CO) ! ! _ _ ©3 CUSTOM FIREPLACE REFER TO DETAIL 'A',SHT.L-9 4 �� I ! o ,.— — ® LOW STONE VENEER SEAT WALL WITH PRE-CAST CAP REFER TO DETAIL 'I',SHT.L-7 ! I ! loo, NOT USED j \ ® 24" SQ. PILASTER WITH PRE-CAST POT REFER TO DETAIL 'J',SHT.L-7 18 ©32 LOW STUCCO FINISH WALL (18" THICK) REFER TO DETAIL 'K',SHT. L-7 I I � ® CUSTOM BARBECUE COUNTER REFER TO DETAIL 'G-I',SHT.L-7 j I ! 3 \ 1 TUBULAR STEEL FENCE REFER TO DETAIL "K" ,SHT. L-8 6'-0" HIGH SPLIT-FACED BLOCK WALL (TAN) W1 MORTAR CAP REFER TO DETAIL 'E',SHT.L-8 W M �.� 3'-0" WIDE X 6'-0" HIGH TUBULAR STEEL GATE REFER TO DETAIL 'C',SHT.L-8 Z ! �3 LARGE 2'-0" DIA/ 3'-0" DIA. BOULDERS REFER TO DETAIL 'J',SHT.L-8 °cn° ! ! ! 32" HIGH TUBULAR STEEL TRAP FENCE REFER TO DETAIL 'A',SHT.L-8 o M I I ! 3 32" HIGH X 5'-0" WIDE DOUBLE GATE (MAINTENANCE ACCESS) REFER TO DETAIL 'B',SHT.L-8 F..., Z N o 5 I PUBLIC SIDEWALK REFER TO CIVIL ENGINEERS PLAN H 6 '' �... ! ! I 1 I TEMPORARY ADA ACCESSIBLE RESTROOM { 00 `7 ! ! AC ► ADA SIGN AT PARKING LOT REFER TO DETAIL 'B', SHEET L-9 O • �' N Z ! ! _ \ i 04NQ! � oA INTERNATION ADA SYMBOL REFER TO DETAIL 'D', SHEET L-9 Q U °O a' I I ! ! 6 CONCRETE WHEEL STOPS REFER TO CIVIL ENGINEER'S PLAN " 1 ! ! ! ® RECYCLED PLASTIC HEADER REFER TO DETAIL 'E', SHEET L-18 LOT 79 IN I — 3 EXISTING CART PATH REFER TO CIVIL ENGINEER'S PLAN o a PLAN 3 ! I �� ® TEMPORARY WOOD OVERHEAD AT SALES TRAILER REFER TO DETAIL "E", L-9 ! ! �e k.K,M P ��0°r air ® ADA PATH OF TRAVEL - NOT TO EXCEED 5% IN REFER TO CIVIL ENGINEER'S PLANEE LONGITUDINAL SLOPE OR 2% CROSS SLOPE " HIGH PRECISION BLOCK WALL TAN WITH MORTAR CAP REFER TO DETAIL 'E' SHT.L-8 I 1> EJ =EXPANSION JOINT z AM I 1 I ! ! P ESPERANZA MODELS Enriched paving notes xwww Concrete coloring, staining and scoring services shall be furnished by Concrete Art, PHOENIX, AZ. p Enriched paving as referenced on the drawings is meant to indicate concrete installed in a standard fashion, with a medium broom finish. �0 eta I ; I 1 c} Expansion joints and/or cold joints shall be installed based on soils report requirements and based on pre-installation information derived from 0 AV I ! I ! ! a meeting with Concrete Art, Owner and project landscape architect prior to beginning construction. M A contractor other than Concrete Art shall install all concrete paving, footings, etc. per specifications of the Owner's soils report. (� 3:1 BE MING /+1 1 COLORS AND PATTERNS OF HARDSCAPE DESIGN ARE BASED ON THE INTERIOR DESIGN SCHEMES AND ARE AS NOTED HERE- ON 9 Q� Z I I I i\\ ------------- " COLORED CONCRETE WILL BE PER CONCRETE ART UTILIZING E--� / ! i .� LU L.M. SCOFFIELD MATCHING INTEGRAL AND CHEMSTAIN COLORS _fir, / / //j/ / I I / / /j / / 5 rT - LJJ ":r W _ �` / / ,� / !4 -` PLAN 1B 6" x 6" GRID PATTERN TRIPLE BANDS co COLOR: MESA BEIGE C-11 12, MATCH INTEGRAL COLOR W AND C-71 ENTRY PORCH WITH 12 W BAND p••l • _ '•--- _ +2'-� PLAN 2C 12" WIDE BANDS SCORED AT 3 FT O.C. 6 - ---------- NATURAL MEDIUM BROOM FINISH FIRLD, SAW-CUT EXPANSION JOINTS AS REQUIRED COLOR: DESERT SAND C-11, MATCH INTEGRAL COLOR .� ENTRY PORCH WITH 12 BAND AND C-11 -- ------- = J WALKS INDICATED WITH PLAN3BR 2'-6' SQUARE GRID FIELD PATTERN, LIGHT MOTTLE THIS HATCHING ARE COLOR: SOMBRERO BUFF C-25, MATCH INTEGRAL COLOR E.4 A TEMPORARY AND TO BE REMOVED AT SALE OF MODELS PLAN 4BR 3'- 0" SQUARE GRID FIELD PATTERN,LIGHT MOTTLE FIELD A C A WITH OUTSIDE EDGES IN FLAGSTONE PATTERN, 0-.4p Pg I� L I F O R N j A COLOR: ANTIQUE AMBER CS-15, MATCH CHEMSTAIN COLOR un D R I V E ENTRY PORCH WITH FIELD COLOR W W o c II f 00 1 ..r H ¢ W f A ch A v , RECEIVED R E'C FLE1'�, ED I PUBLIC WORKS DFr)AP r,4FNJT PUBLIC WORKS DEPARTMENT' CITY OF PAI_NI L,f c,!_ r CITY OF PALM DESERT Underground Service Alert NORTH Call:TOLL FREE 1-800 SHEET 01 a' s' 1 s' 422-4133 (TWO WORKING DAYS BEFORE YOU DIG) L-5 SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A"PERMIT TO EXCAVATE" OF 19 SHEETS WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION NORTH SCALE: 1/8" = 1-Q NUMBER CALL UNDERGROUND SERVICE ALERT. j CONSTRUCTION MATERIALS PLAN l i I CONSTRUCTION LEGEND CONTRACTOR SHALL CONSTRUCT 4"THICK, NATURAL REFER TO DETAIL'A',SHT.L-7 COLOR CONCRETE PAVING © CONTRACTOR SHALL CONSTRUCT 4"THICK REFER TO DETAIL'A',SHT.L-7 CONCRETE PAVING - SEE ENRICHED PAVING NOTES J TEMPORARY SALES TRAILER CONSTRUCTION NOTES: CONTRACTOR SHALL CONSTRUCT 4"THICK REFER TO DETAIL 'A',SHT.L-7 ■ SALES TRAILER VENDOR TO PROVIDE ALL NECESSARY RAMP DESIGNS CONCRETE PAVING-SEE ENRICHED PAVING NOTES AND CALCULATIONS PER ADA REQUIREMENTS - - ■ ADA-ACCESS WILL BE PROVIDED FROM HANDICAP SPACE TO SALES OFFICE - - - ENTRY AND ADA PORTABLE RESTROOM ® CONTRACTOR SHALL CONSTRUCT 4"THICK, REFER TO DETAIL'A',SHT.L-7 CONCRETE PAVING-SEE ENRICHED PAVING NOTES ■ ALL NECESSARY AND REQUIRED SIGNS AND STRIPING WILL BE PROVIDED. ■ ADA ACCESSIBLITY AND PATH OF TRAVEL SHALL NOT EXCEED 2%CROSS © CONTRACTOR SHALL CONSTRUCT 4"THICK REFER TO DETAIL'A' SHT.L-7P LoDLSocOco��•f�, FALL AND 5% LONGITUDINALLY. z- I ti CONCRETE PAVING - SEE ENRICHED PAVING NOTES vv? © FALLOW AREA-3"THICK PEA GRAVEL -' -+ ASPHALT PARKING LOT- BY OTHERS TEMPORARY * EXP. J i1*_"7 © (TEMPORARY) -Ir,�r�r— ® TEMPORARY ADA ACCESSIBLE REST ROOM sj4 — Q 9) 8'-0" HIGH WOOD SCREEN FENCE (TEMPORARY) REFER TO DETAIL'C',SHT.L-7 TF OF CPS-�F� ® RAISED POT SHELF REFER TO DETAIL'D',SHT.L-7 ��. © LOW GARDEN WALL (CMU WITH STUCCO FINISH AND REFER TO DETAIL'E',SHT.L-7 PRE-CAST CAP) ® BARBEQUE COUNTER WITH STAINLESS STEEL GRILL AND SINK REFER TO DETAIL'F-H',SHT.L-7 w IN% ® CUSTOM FIREPLACE REFER TO DETAIL'A',SHT.L-9 (a LOW STONE VENEER SEAT WALL WITH PRE-CAST CAP REFER TO DETAIL T,SHT.L-7 ® NOT USED ® 24" SQ. PILASTER WITH PRE-CAST POT REFER TO DETAIL'J',SHT.L-7 vp ® LOW STUCCO FINISH WALL (18"THICK} REFER TO DETAIL'K',SHT. L-7 �:' :,• ® CUSTOM BARBECUE COUNTER REFER TO DETAIL'G-I',SHT.L-7 net Lis d \ If ® TUBULAR STEEL FENCE REFER TO DETAIL"K" ,SHT. L-8 JG © 6'-0" HIGH SPLIT-FACED BLOCK WALL (TAN)W/MORTAR CAP REFER TO DETAIL'E',SHT.L-8 1 Q. ® 3-0 WIDE X 6-0 HIGH TUBULAR STEEL GATE REFER TO DETAIL C,SHT.L-8LA 7 -0" DIA/3'-0" DIA. BOULDERS REFER TO DETAIL'J',SHT.L-8 LARGE 2' �' � ' �C i�• "® 32 HI TUBULAR AIL'A' SH - HIGH TU AR STEEL TRAP FENCE REFER TO DET T.L $ 32" HIGH X 5'-0"WIDE DOUBLE GATE (MAINTENANCE ACCESS) REFER TO DETAIL'B',SHT.L-8 � .�• ® PUBLIC SIDEWALK REFER TO CIVIL ENGINEER'S PLAN 6 --- *�. ® TEMPORARY ADA ACCESSIBLE RESTROOM " 1r NJ � 1 � ® ADA SIGN AT PARKING LOT REFER TO DETAIL B, SHEET L-9 ' ADA SYMBOL REFER TO DETAIL ® IN -TERNATION D, SHEET L 9 ., CONCRETE WHEEL STOPS REFER TO CIVIL ENGINEER'S PLAN —— — RECYCLED PLASTIC HEADER REFER TO DETAIL' ' SHEET L-18 �, S PLAN � ® EXISTING CART PATH REFER TO CIVIL ENGINEER' ,f TRAILER,�� T SALES REFER TO DETAIL"E" L-9 TEMPORARY WOOD OVERHEAD �, ® ADA PATH OF TRAVEL- NOT TO EXCEED 5% IN REFER TO CIVIL ENGINEERS PLANS 77 ��G/��r JAI`�n %. iL�� \I�� \7C'� �'�%�` "� LONGITUDINAL SLOPE OR 2% CROSS SLOPE U � �] ' r?�Xt 6-0" HIGH PRECISION BLOCK WALL TAN WITH MORTAR CAP REFER TO DETAIL'E',SHT.L-8 s M w \•, ? 9 1 ., U Now •. WAY& O N � - W •-.► w H �► kv O U QV U CUT CU RAMP 14 •• .� l UjLu ^ w W LK 9 0 -0 2 •� E'er N O ~ I T � N --® -`` -� LtVj�G 0 C0 Z G Q U oo 9 D„ NC y 17 At 17 a� t! � • ~ I TEMPOARARY SALES TRAILER �' r,l / f• d-,� `'~ _,l ° Ail / 2 LOT 81 ° 00 LAN 1 A� SALES !%K 6 w r• z / At Optuu C kg, ;� L% 1 \ - LOT ' TT ll A LOT 80 PLAN 2 LAt 2 � „ I—.a w A w ,. - 2' •. , \\ , con Cn • 'l; / Lt1Liu J LU .-, WALKS INDICATED WITH - W W a U THIS HATCHING ARE _ d TEMPORARY AND TO BE _'� _ Q Con A REMOVED AT SALE OF MODELS ---- 3 RECEIVED -`^— PUBLIC WORKS; _ - CITY OF PAL M DE6ERT RECEEIVED Underground Service Alert NORTH 4 �FCRE y� Call:TOLL FREE PUBLIC WORKSRKS DEPART 1-800 SHEET MENT 422-4133 ID`f OF P*M DE5(gRT 16' L-6 (TWO WORKING DAYS BEFORE YOU DIG) SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER OF 19 SHEETS BE ISSUED BEFORE A"PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION NORTH SCALE: 1/8" = V-0" NUMBER CALL UNDERGROUND SERVICE ALERT. CONSTRUCTION MATERIALS PLAN 41 2"X 6"ROUGH SAWN CEDAR CAP 1"X 4"ROUGH SAWN CEDAR TRIM STUCCO FINISH TO MATCH ARCHITECTURE 7,"7 DECORATIVE POTTERY-SEE POTTERY LU LEGEND ��SC4 1"X 4"ROUGH SAWN CEDAR TRIM U¢ o,LAuo�9,Q� NOTE: SEE PLANS FOR OTHER �+ TOOLED THIOKOL SEALANT ''- PROVIDE 1-1/2" DRAIN LINE � �� q� f JOINT CONDITIONS ETHAFELT ROD O/FELT In -, I EDAR TRELLIS PANEL C7 (RUN DRIP TUBING TO POT) J � FILLER. 1-1/2" THICK NATURAL STONE CAULK COLOR TO qna urea MATCH CONCRETE. BANDING- TO BE DETERMINED W/ 1/4" _ 00 SLOPE SURFACE 1% AWAY FROM HOUSE •* EXP.A MORTAR SETTING BED � 3/8" RADIUS �rf OF CPS-��0 4"X 4"ROUGH SAWN CEDAR POST LAYOUT VARIES & FINISH SURFACE VARIES AT 8'O.C.AND AT ALL CORNERS AND ENDS MORTAR FILL CAVITY SOLID MAY DEFINE EDGE- SEE FINISH SCHEDULE OF BAND CONDITION. " Z REFER TO PLAN AND 6 X 8 X 16 CMU BLOCK FINISH SCHEDULE 2" GAP AT BLDG. W/#4 VERT. REBAR O.C.AND 2 W/#4 HORIZ. REBAR 24"O.C. FOR FINISH U ¢ TYPICAL 1/2" DEEP TOOLED _ a � 3/8 SCORE LINE W/ 3/8" RADIUS EXPANSION JOINT 1"X 4"ROUGH SAWN CEDAR TRIM ¢ - --i- -_--i-- ° ° Z O • //'' //II • /' - - Q Q < rXO o u Q/u 0� 0 u O X iV FINISH GRADE ° a -- w 6 X 6 X 10 E.W.W.M. L.J - !i _ - iI II -I i! iIIII ING CENTER -- - - -- - w -il REINFORCING - � II I , I ilil I i i I " ° ° - Cx o- 12' DIA X 21 DEEP CONCRETE OF SLAB - N CONCRETE SLAB - -- -I - - -- - FOOTING 1 _- 1'-O° Iill LSCP. DRAINAGE SYSTEM COMPACTED SUBGRADEIIII III 6"DEEP GRAVEL FILL PER STRUCTURAL SOILS I -_{ , i i --- r - i I I I #4 BARS EACH WAY AT BOTTOM � '_ i1i1 1i Ij L III III l I 1 � 1 1 , iT J � LC_ 12" O.C. I REPORT. �-_—��I11� 1�lIIl�_ _� Iiii � IIII � CONCRETE FOOTING PER STRUCT. ENG. PLAN/SECTION PLAN/SECTION � „ ELEVATION SECTION PAVING/WALK B FLAGSTONE PAVING „_ ,_ „ 8 -0 HIGH WOOD SCREEN SCALE: 3/4"=1'-0" � STUCCO FINISH POT PEDESTAL SCALE:1"=1'-0" CONCRETE PAVING SCALE: NTS SCALE. 3 —1 0 w M i STUCCO WALL WITH PRECAST CAP � ' STUCCO COLOR: TO MATCH ARCH. 12 X 18 STAINLESS STEEL SINK M It 3�� M PRECAST CAP: QUICKCRETE, QA8 DCS 30 STAINLESS (-4 = NCT 8X8X16 CONCRETE BLOCK 5'-10" STEEL GRILL �/ #4 REBAR VERT. @ 32 O.C. ALTERNATE BENDS IN FOOTING BARBEQUE GRILL GROUT ALL CELLS SOLID CONTAINING STEEL SHEET METAL ,�' � N 6„ 14 2,_0., IP4 � o Q O CV10 7 4 X 4 TILE OVER 1/4" SETTING BED U Op0 a 2 X 4 WOOD PLANTON z #4 REBAR HORIZ. a STUCCO TO MATCH ARCH. - z N . , : � . . STUCCO TO MATCH o FINISH BOTH SIDES ARCHITECTURE FINISH GRADE 2" " 2�� #4 REBAR HORIZ. CONT. 24" O.C. U J Uj LU c� - --- #4 REBAR VERT. (24" O.C. MIN.) CD GROUT CELLS WITH REBAR ONLY. EXTEND INTO CONC. FTG. Clq I: z I I - - #4 REBAR VERT. -CONT. . CONCRETE FOOTING —-- - j l - i = e s �� IIIIiI) _`? a v FOOTING v D CONCRETE 6 X 8 X 16 CMU = v -- "� BLOCK BELOW DCS 30" STAINLESS - T i�� v ° DCS 24" X 20" H. STAINLESS 1 I — STEEL GRILL STEEL ACCESS DOORS 11 a a 4 X 4 BORDER TILE ° 00 COMPACTED SUBGRADE-PREPARE PER STRUCTURAL SOIL REPORT ?% - 6 X 6 FIELD TILE DCS 30" X 20" H. STAINLESS -a 1 � I� � I , I � �� '� 'I �' 1 =' I �!, 11= 1L1 � ._ 7111_' ll I_, #4 BARS 12" EA. WAY 24"MIN. STEEL ACCESS DOORS CONCRETE FOLTING SIZE/REINFORCEMENT SHOWN FOR BIDDING PURPOSES ONLY -TO BE DETERMINED STUCCO FINISH TO MATCH 3'-6" x 6'-6" w BY STRUCTURAL ENGINEER ARCHITECTURE PLANS CONCRETE FOOTING h--•I SECTION SECTION SECTION SECTION 0 w K WALL BARBEQUE COUNTER- LOT 81 (~j BARBEQUE COUNTER- LOT 81 H BARBEQUE COUNTER- LOT 81 Q E SPLIT-FACED BLOC SCALE. 3/4 =1 -o SCALE:1"=1'-0" SCALE:1"=1'-0° SCALE:1"=1'-0" STUCCO WALL WITH PRECAST CAP STUCCO COLOR:TO MATCH ARCH. PRECAST CAP: QUICKCRETE, QA10 O 6X8X16 CONCRETE BLOCK t--i #4 REBAR VERT. @ 32" O.C. ALTERNATE BENDS IN FOOTING W GROUT ALL CELLS SOLID CONTAINING STEEL so" 8 X 8 X 16 CMU BLOCK SLOPE MORTAR CAP TO DRAIN I� DRAIN #4 VERT. REBAR #4 HORIZ. REBAR — STUCCO FINISH, SMOOTH COLOR TO BE SELECTED 0 #4 REBAR HORIZ. PRECAST POT- (DRILL 2" DIA. HOLE AT FACTORY) W W � STONE VENEER TO MATCH ARCH. QUICK CRETE CASCADE SERIES FINISH BOTH SIDES CE3618P, COLOR: C3, LATTE,- FINISH. 00 N LIGHT SANDBLAST, T2 8 X 8 X 16 CMU BLOCK FINISH GRADE AVAILABLE THRU QUICKCRETE, 951-737-6240 00 - 0 0 a U PRECAST CONCRETE CAP #3 REBAR CONTINUOUS PACIFIC STONE DESIGNS - PC-980-36 °�° MORTAR TO CMU BLOCK #3 REBAR 32" O.0 ALTERNATE PACIFIC STONE DESIGNS: 866-997-8663 BENDS INTO FOOTING A #4 REBAR VERT. -CONT. W U g I I III STONE VENEER TO MATCH ARCH. W e I III #4 HORIZ. REBAR 6„ a L1 VV) (� U FILL W/ SOIL / I,II gje CONCRETE FOOTING 8 X 8 X 16 CMU BLOCK !_ - ��- #4 VERT. REBAR AT EACH CORNER oc a III -- - M ? TIE INTO LSCP. DRAINAGE SYSTEM PROVIDE 2" DRAIN PIPE TIE INTO YARD DRAINAGE SYSTEM COMPACTED SUBGRADE - PREPARE PER RUN DRIP TUBING OR BUBBLER INSIDE - STRUCTURAL SOIL REPORT -- .Ili, Q ua ---- -- --- c 24 MIN. —�- - ------- -- - { Underground Service AlertEf- NORTH neg CONCRETE FOOTING WITH CONCRETE FOLTING SIZE/REINFORCEMENT SHOWN #3 REBAR IN FOOTING �-�, P� � r FOR BIDDING PURPOSES ONLY - TO BE DETERMINED a a ° a #4 REBAR CONT. �� ri Call: TOLL FREE_ ---�— � `' 1-800 S I 1 E ET BY STRUCTURAL ENGINEER , 422-4133 (TWO WORKING DAYS BEFORE YOU DIG) L-7 F'UE!AC`A`k^�PKS nFP4RTMENT _ SECTION 4216/4217 OF THE GOVERNMENT CODE t' M I0 ` _HT REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A"PERMIT TO EXCAVATE- OF 19 SHEETS WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION SEE GENERAL MASONRY NOTES SHEET L2.0 PLAN/SECTION „ PLAN/SECTION -- PLAN/SECTION 24" SQ. PILASTER K 18 THICK STUCCO WALL LOW STONE VENEER WALL SCALE:1 —1 -o J SCALE:3/4"=1'-0" r' i f m f i �•;,,� .��' _., ..ram �..� �":` 2'-6" 2'-6" 0. TUBULAR STEEL FENCE 8'-0" M f LOCKING LATCH SEE ELEVATION ON 3-0' 3 1 -4" 1/2 X 6 ANCHOR BOLTS (3) DETAIL E , SHT.L-8 x,, $ 1-1/2" SQ. TUBULAR STEEL FRAME 4„ SPLITFACED BLOCK WALL W/2" CAPPING BLOCK MORTAR CAP, SLOPE T RAIN ERR" °1LAQo 1-1/2 X 1-1/2 TUBULAR STEEL POST NOTES: AT 6' O.C. • REFER TO CONST. NOTES MORTAR COLOR TO CH ' • ALL TUBULAR STEEL TO BE 12 GUAGE CAP -' �+ • PRIME WITH (2) COATS (WHITE) PAINT * XPSignature zoo? • REMOVE FENCE AT END OF MODEL PHASE �, _ AND REPAIR HOLES AT CURB W/ CONC. (3) HEAVY DUTY SELF CLOSING _ �qDate 1/2" SQUARE PICKETS AT 2" SQ. TUBULAR STEEL POST HINGES Tf OF CAS-�F� L 4 O.C. —LOCKING LATH C M VY 1/2" X 1" TUBULAR STEEL Ice) HINGES DUTY SELF CLOSING 3" SQ. TUBULAR STEEL BRACING X 16 SPLIT-FACE BLOCK FRAME `1' 1-1/2"" SQ. TUBULAR GATE JAMB (SPLIT-FACE BLOCK BETH SIDES) W CORE DRILL 3" DIA. HOLE 1/2" SQ. PICKETS SPACED AT 4" O.C. - LOR: TAN AND "POR-ROCK" POST INTO o M PLACE �o r CONCRETE CURB 10" DIA. X 24" CONC. FTG. 1/2" SQUARE PICKETS AT M 3-1/2" O.C. #4 REBAR AT (CONT.) CONCRETE FOOTING _LL ih 1-1/2" TUBULAR STEEL #4 REBAR VERT. 32" O.0 a COMPACTED SUBGRADE FRAME ACT. BENDS INTO FOOTING co (IIII PREPARE PER ' 4" STRUCTURAL SOIL REPORT FG CONDITION "B'NOTES: A - • • REFER TO CONST. NOTES I I CONDITION "A'. • ALL TUBULAR STEEL TO BE 12 GUAGE GATE STOPPER R 5" • PRIME WITH (2) COATS (BRICK RED) PAINT I i. ih • REMOVE FENCE AT END OF MODEL PHASE a a AND REPAIR HOLES AT CURB W/ CONC. a NOTES: • REFER TO CONST. NOTES • ALL TUBULAR STEEL TO BE 12 GUAGE SECTION ELEVATION SECTION TUBULAR STEEL TRAP FENCE SECTION B TUBULAR STEEL ACCESS GATE TUBULAR STEEL SIDEYARD GATE „ ,_ „ [� TUBULAR FENCE OVER SPLIT-FACE BLOCK WALL „_ ,_ SCALE: NTS SCALE. NTS SCALE. 3/4 _-1 0 SCALE. 1 0 2" THICK SPLIT-FACES BLOCK CAP MORTAR CAP COLOR TO MATCH BLOCK COLOR 8 X 8 X 16, PROTO II, TAN SPLIT- M FACE BLOCK (ONE SIDE) Z • 01 01 �- a 00 SEE PLAN VIEW DETAIL "G" M #4 TREBAR (CONT.) CONDITION A (WALLS BETWEEN UNITS) SPLIT FACED BLOCK 6 X 8 X 16 • (STREET SIDE ONLY) T SOLID GROUT ALL CELLS W/ STEEL. COLOR: TAN CONDITION B (SIDEYARD WALLS ALONG PL) #4 REBAR AT EA CORNER POURED IN PLACE CONCRETE CAP N ., PRECISION CMU BLOCK 6 X 8 X 16 ALTERNATE B S INTO 4 THICK W/#3 BARS ENV @ 12 O.C. SOLID GROUT ALL CELLS W/ STEEL. FOOTING 0� Z p Q Q COLOR: TAN WF MORTAR CAP SLOPE TO DRAIN O p J 8 X 8 X 16 CMU BLOCK Q #4 REBAR VERT. (a). 32" O.C. BUILT-IN SEATING OR AS PER STRUCTURAL ENG. _ ` SEE SECTION FILL CAVITY WITH CONCRETE O v CONCRETE FOOTING WITH o IF #4 REBAR CONT. STUCCO TO MATCH ARCHITECTURE #4 REBAR HORIZ. CONT. (TYP) m #4 REBAR VERT. (24" O.C) OR AS PER STRUCTURAL ENG. co, #4 REBAR CONT. (24" O.C.) z a #4 REBAR ALT. BENDS EXPANSION JOINT OR AS PER STRUCTURAL ENG. POLISHED/STAINED CONCRETE 6" MIN. CD COUNTER /Z O FS FG N m UNDER COUNTER REFRIGERATOR • I mif-1i 111_ 1 ::- --III— — im WITH STAINLESS STEEL DOOR j ^ r OD 1--�-i p —III n -- 12 X 18 STAINLESS STEEL r—a t- _ a (= 6 SINK CONTRACTOR TO SUBMIT N _ 2500 PSI CONC. FOOTING FG _ O � OR AS PER STRUCTURAL ENG. CUT SHEETS FOR APPROVAL U a a III 30"DL S STAINLESS STEEL • ,..� o0 (0 d 95% COMPACTED SUBGRADE a V (� (0 18 OR AS PER STRUCTURAL ENG. Q2 AS PER CITY STD. p a a v d a 31_2. �_ _#4 REBAR ENV @12 O.C. r a M ALL FOOTING SIZE/REINFORCEMENT TO BE DETERMINED BY STRUCTURAL ENG. a a a W SEE GENERAL MASONRY NOTES SHEET L6.0 _ W SECTION „ SECTION SECTION SECTION 24 S SPLIT FACE BLOCK „ „ BARBEQUE COUNTER- LOT 78 „ BANCO SPLIT FACED BLOCK WALL „= , „ Q _ G _ _ H Q E SCALE.1 -1 -0 SCALE:1 -1 -0 SCALE.1/2 1 0 SCALE: W 41, 1-1/2" X 1-1/2" TUBULAR STEEL POST —1-1/2" SQ.TOP AND BOTTOM RAIL = AT 6' O.C. TUBULAR STEEL FENCE Lj _ POST 2 X 2 NOTE: BOULDERS ARE SIZED PER PLAN W W ABOVE FINISHED GRADE. CLUSTERS 2" CAPPING BLOCK BARBEQUE GRILL l TO CONTAIN BOULDER SIZES OF 1? 3" CORE DRILL THROUGH CAP h---1 (1) 3' X 3', (1) 3' X 2' AND (1) 2' X 1' POR ROCK INTO PLACE CAST IN PLACE 2" THK. BOULDERS ARE TO BE SMOOTH "BAJA CREASTA BLONDE" W W CONCRETE COUNTER AVAILABLE THRU KRC ROCK, 1(800)KRC-ROCK Q Q-I STAINED/POLISHED 8 X 8 X 16 SPLIT-FACE BLOCK • WALL (SPLIT-FACE BLOCK ON SHOW SIDE) COLOR— TAN 6 X 8 X16 CMU. co BOULDERS 1/2" SQUARE PICKETS AT _ 4" O.C. c NOTE: 1/2" X 1" TUBULAR STEEL #4 REINFORCING PER STRUCT. ENG. - O BURY POST(SPACED AT 8'-0" MIN.) II ROCK PLACEMENT FRAME MINIMUM OF 15" INTO CMU CAVITY °O N #4 REBAR HORIZ. CONT. APPROVED BY L.A. GROUT FILL CELL -' CORE DRILL 3" DIA. HOLE #4 REBAR VERT. (32" O.C. MIN.) BURY BOULDERS 1/3 AND "POR-ROCK" POST INTO " #4 REBAR VERT. 32" O.0 DEPTH OR PER MFG PLACE_ FG ACT. BENDS INTO FOOTING FINAL SIZING STONE VENEER TO MATCH SPECIFICATIONS. PER STRUCT!ENG.EMENT �� W COLOR OF PAVING s �n ° -- ¢ U x CONCRETE CURB _ CONCRETE FOOTING M a v Q U IIII CONCRETE FOOTING r -F . m COMPACTED SUBGRADE 6" PREPARE PER a FOOTING PER STRUCT./CIVIL ENG. FINISHED GRADE IIII STRUCTURAL SOIL REPORT _ CONDITION "BNOTES: ICI „Gv )ItK a , a . .d _ • REFER TO CONST. NOTES OVER RETAINING WALL CONDITION I, a CONDITION "A•. • ALL TUBULAR STEEL TO BE 12 GUAGE * PRIME a• a ° a. •.` a a I 5„ IC PAINT • REMOVE N FEE AOTAEND OF MODE CTS (BRICK L PHASE a _ AND REPAIR HOLES AT CURB W/ CONC. Underground Service Alert NORTH tl Call: TOLL FREE 1-800 SHEET " 422-4133 ., L-8 (TWO WORKING DAYS BEFORE YOU DIG) PUE3 ;"Vt SECTION 4216/4217 OF THE GOVERNMENT CODE ;;-RiT REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A"PERMIT TO EXCAVATE" OF 19 SHEETS WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION SECTION , „ , „ SECTION �- n SECTION BARBEQUE COUNTER SCALE:1"=1'-0"Lj) LARGE 2 -0 DIA./ 3 -0 DIA. BOULDER SCALE: NTS K 6 O HIGH TUBULAR STEEL FENCE SCALE: NTS r ` . ¢'Tk y 3 61, d DAKOTA 42 FIRE BOX AND COMPLETE DAKOTA 42 FIRE BOX AND COMPLETE ,;,,iiiiililiiwii6 GAS FIREPLACE SYSTEM BY HEAT & GLO GAS FIREPLACE SYSTEM BY HEAT & GLO 1888 1.888.427.3973. WWW.HEATNGLO.COM . .427.3973. WWW.HEATNGLO.COM A�w�L.A��tn.��,g4 D' 0 CMU STRUCTURE 2" THICK POURED IN PLACE CAPS gnu e 1�211 TILE HEARTH -- #4 VERTICAL REBAR 32" O.C. • OF CA�- M STUCCO FINISH TO MATCH ARCHITECTURE 6 X 6 TILE TO MATCH 6 X 8 X 16 CMU BLOCK � S TAERIOU M TOSAMPLETOR W CIO - FOR APPROVAL 4" THICK CAST IN PLCE CAP/SLAB CV O io M RUBBLE FILL CAVITY LO Ib CV 1/2" GAS LINE o #4 HORIZ. REBAR CONT. Q a Q .. °a a N N e a r � d 4'-0" 90% COMPACTED SUBGRADE 2'-8" #4 HORIZ. REBAR CONT. #4 HORIZ. REBAR CONT. SECTION SECTION SECTION SCALE. 3/4f,_ AFIRE PLACE- TOP VIEW ._ " FIRE PLACE- FRONT VIEW SCALE: 3/4"-l'-0" FIRE PLACE- SIDE VIEW SCALE: 3/4"-l'-0" 1 0 I W M z u U m kA ADA ACCESSIBLE SIGN APPROXIMATELY 3/4 EXCEPT 11 � WoM @ENTRIES ONLY APPROXIMATELY 1_1/2 ON = ZNO SLOPING PORTION OF RAMP SIGN INDICATING LOCATION OF ADA ACC ESSIBLE BUILDING . . ENTRANCES AND FACILITIES .40 � HNoz t � oQO Al 12"X 1$" ADA PARKING SIGN - 3x6 LAT 'GON r r� _` bx6 P05T w/ Ix4 PLANT-ON5 PARKING i4 ° X `I° LO6 MIN �— r L.A6 BOLT TO / u;� T r TO 12"X6" VAN STALL SIGN �� 6RAM BEAM / P01 6E/ BOL:E✓ . ACCESSIBLE POST WI(2I �g" °MB BO:. < L (A) SYMBOL PROPORTIONS W;STEEL. wA4HER5 12"X6" ADA a L 3'-011 4 L L / ACCESSIBLE e T - C ACCESSIBLE SIGN << ° < L . 4 < < < f ti °F / < I <Iz C'7 %i� 6x&1105T— 5xo GRAB JOIST BOLTED TO I / � c I //a % P05T Wl(2)%' 0 MB BOLTS n � w/5TEEL NA5HER5 (B)DISPLAY CONDITIONS 5PEGIAL COLUMN BASE w/3 6A x 3" K0 + A36 5TEEL STRAP E %` ° M6's CASE H i2"THK X A"50.STEEL PLATE -,' ° F'LOFWELD EACH CURB DETAILS - Si ti '—' AP AT TOP AND BOO TTOM. � FIGURE 11 B-20 G H INTERNATIONAL SYMBOL OF ACCESSIBILITY I PROVIDE BATTER FIGURE 11B-6 SLAB BEYOND O M o0 4 a c , M I I a - 5PEGIAL GOi.�JMN 5A5E a TO PROVIDE I?':MIN - EMPE✓VENT a - -- E END 1IN HOOKED AT GH aA EXTEND 12" INTO FTG EAGr /BAY i , GLR i - ELEVATION SECTION SECTION �J PAD n% i4 APB .Yv BADA SIGNAGE AT PARKING DETECTABLE GROOVES [,� ADA SIGNAGE O SCALE: NTS SCALE: NTS SCALE: NTS sFr.TInN r __ __ ___ POST/FOOTING CONNECTION44 V1 POST/BEAM CONNECTION ►--� SCALE:3/4 —1 -0 Q, � � O SEE POST BEAM CONNECTION ABOVE 3X6 D.F. ROUGH SAWN LATTICE CHAMFER TOP 1/4" (2) 5/8 DIA. MAGI-HNE BOLTS TOE NAIL TO BEAM W - - - - - - - - - - - - - - - - - - - - - - - -- � � ►-� - - - - - - _ 3X6 D.F. ROUGH SAWN LATTICE - 3X6 D.F. ROUGH SAWN CROSS BEAM _- o ° o - -- — _ ATTACH W/ (2) 5/8" MACHINE BOLTS — o o G �. 3X6 D.F. ROUGH SAWN CROSS BEAM ATTACH W/ (2) 518" MACHINE BOLTS 3X8 D.F. ROUGH SAWN JOIST � Q 3X8 D.F. ROUGH SAWN JOIST w ATTACH W/ (2) 5/8" MACHINE BOLTS U 6X6 D.F. ROUGH SAWN POST I M; N! SEE POST FOOTING CONNECTION ABOVEsoft t it _ NORTH — — — — — — — — — — — _ _ Underground Service Alert — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ , ' 1 0 aEyORE Y� TOLL 2X10 18" COLLAR 1 _ h- Call:1-800FREE SHEET H L 1UHH � U HHHH � H H L IU H U U U U UHHU UUU U L IU " 422-4133 t, ... -.._ .... .... ¢ ♦r ...?.. J .("'.., l tom:, L. A ;.. ,,v.d. .` '1 '2 (TWO WORKING DAYS BEFORE YOU DIG) — SECTION 4216J4217 OF THE GOVERNMENT CODE L9 REQUIRES A DIG ALERT IDENTIFICATION NUMBER OF 19 SHEETS BE ISSUED BEFORE A"PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATIO77, WOOD OVERHEAD AT TEMP. SALES TRAILER SCSECTION ALE: NTS • , ib Ptili Al Maxim tfIA um Water Allowance WAI Plan I TREES "• input zone g Planl/lmlpation system Type: Zone IR.Eff, Area Seasonal Plant Fatter Raise roylBub/Dn d 0.75 66600 6 Low Tr.c t • 4a' -.- - i Season ZonalEW Pan N comr,vor.fann•< Eo,maled' ''s ,.._ _ Square v,we Fear a os' 718 n En '`, �► Sgwg 2V 69 0? b_ 0 7L 0 7° U 2E ftft .,. Tree B Shrub Square toot 1,37G raw al wn er 1597 02 56� DE: 7as 07„ 020 i t 5 •� Tun Square root ,4S summer 57.29 0 2 50 5 067 ia= U 75 072 "' rx o- - t sae 4 ' Total Square(vot CODblerBoultler tb 117 sOe r► `a 7olal Waldrt at perS Square footage 0 orysMArnpation System Type: Zone Imft-ft .Elf. Area S•aaenal Plant FaaRer gar T04*left otal Landscape Square P. 1 532 S Pre/n System 4 0.75 D.000 7 Low l Mod Tree ,e ConvBly Fadors Total 3 �4a " ua-_ Faclor Sq 0 rV3 MWIA s son Zonal Eke want Nea coma von Factor• Esnmatta c kw ^o ¢''abe"1 F e a ak 4an. 4 _ one o Io VYeler Atl) Total _- - ��- 1 '7 01 05 0 0.62 748 0 --L.ne -H:- 8f: ?a9 im ER �•,•akr f,.se TM 3e, !•s- I 1 3a 75 05 0 O6t 7a8 0 an.vnn": 1597 0.35 0 of, 7. 075 E6 b2 L5 0 GE? 74b P a . I I 4 3 9 0 5 753,: 0 62 748. 69.618868 2u 69 0 6_ 14t1 _.` 3D 88 OS 0 062 748 8 - 7aa 0.75 OTAL 0.00 k �a Se t_ ' a s t��t�'�•�' i I i,N Spray/B b/Dri 4 0,75 $4750 8 Mod Tr - Raw*Aft _ MplNirHaft nSystem TYpe: Zane IR.LNr Area Seasonal Plant Factor. I I Estimated Water Use " "' �,p,NDSCQ / I St.- Zonal El, Pant Ne> on Facro,s Ez,ma eJ �„ � •1,-.,_s r/� 1 Vawc Fartm ra I 06-` r m Jd3 r EH - WakrUu. ? 4 3" � 3,. �, Total Number of plants 4s s m gar 97 sTzs o s a41; DB. e6 0.7s 2 E6 S�O R DILA(�C fall vs,nYr 1597 0 S 84 75 06? IQ 0751 0751 ,.� A ` 3" I I I Number of lams b water use %of Total Lantlacaoe 8auere Footaaa Q7Al 4 Y 4 I 1 Low ,[ 0 250 339 000 i ,\> 2 L-tMOd 6 0 125 169 500 Plantalnnigaten System Type: Zone Ill.ER. Area li-enal Plant Factor -i _ ■__ 3Mod 25 0521 706260 S n/Bub/Dn 4 0.000 9 Molin-li hThat 4 Mod Milligrams 4 4\ --��M as-aaF-aa.-Y--.Y--.-Ftp,-f- � 5 High/H. Low Trees 1 0000 u ow Seaso L?nal Elo P and Nea cam>r.an Faciwt E":maled * EXP.ADp130 2(107 3" rtn ` 3" '` Year-ar.-aM aM M aM sae-star-aaa7 aa»M aM star-M YaF-M M U.S.,M M a.,,- _.�-��.--• 7 LOw/Motl Tre¢ 00422 0 sPr rx 20.6y FacO!65 0 06"0 11 740 n,E:� 0 Yroler Vu 4 3 I I 5722 065 0 06: 4a 0 11 4 l A ` 8 Mod Trees 3 11000 86 750 Fv11 Kfnkr t5.97 0.65 0 06'? 7a of `� ,(4 '\ ERR9HighT Tree o000 0.000 OTAL 0,001 OF CP`'�0 4 J I 10 HI Trees 0.000 0.000 3" ` I 1 `` Total 48 p1sntAnigation System Type: Zone 1,Eff. Aroa Seasonal Plant Factor S rx/Bub/Dri 4 076 OA00 10 HI hTroe 1 Season Zonal Elo Plant Ne> Comeraon Factors Ea insect nl�• 4 3" "♦ I I '= '''� See '� 3" t:s Res �awt Faernr 6 06, 146 r:EII wale,a,e 4 - 4 3 311 i I 3., 4 4 PlantArtlgatian 8 rr,Type: Zayre un.Elf. Area Saesenal Plant Fader 69 0 0 U6_ a9 0.75 A Yate YP rm rr 57.29 0 8 0 06; ]eB U.75 �a/ - 4 4 -yl /t S ra BublDri 4 09 M9 1 Low Shrub an.vsmer 1597 08 0 06? ]ea 015 �j _. _• - I 1 St.- Zonal Elo Plan Nea Comeruoa Fac+o.s E":ma ed OTAL 3" Value acrot .a aS Hf WelerUse w I w 9 2069 o.z 3 s osz a6 os s Total Tree And Shrub 4tA9 Sommer 512y 0.2 339 06? lab 0.9 356 �{ n' I i I Fall-vrnk, 15.9? 0.2 339 06? ]da 09 100 PlentArrigatlon System Type: Zone IR.E-n. Aroa Spawned Plane Faeter J 't I t\ 6'87 SDnYIBbIDnP 4 0.75 1ae it Tura �\ Season 2.ryaa V.N. Pwnl Nea Comb 49 Factors 'Nak,V r ) /1 PIamAMglrtlon tystem Type ZOM IR ER. Arad 5psenN plats Faeter E F.cbr w It O6' ]4e Irr.E,t Wader d v Q $paryBublDnp a 18aS00 2 Low/Mod Shrub pang 89 0.76 148 062 1a9 0.75 25 d 3" I I 3" Seasan Zonal Elo v+and Nea come,opn Facrors E"rmaee 57.29 U6 ,4A 067 law 075 562 }/ Vawe Facror q O62 7e6 I«i Eff Want Us. Fau Kfnkr 75.97 0 7F 14a 0E1 7aa D 75 1 99 ` t Q 4 3 4 3" I I / 4 Sp,rgt 2069 1i.35 763.5 0.6? 748 0 OTAL ,0.18 n simmer 17.29 0.435 189.5 06? 7aa 0 4 ml vankr t5 97 o.3s 76.9.5 06a 70 U Total Turf 10.t8 .I TOTAL D• 11 Plahti!E atlon System Type: Zone Ina,En. Area Seasonal Plant Faaor. 2 waerteahlre 4 1 0 12 Moving f/y Plantl atlen Stases Zonal Etu Punl N•a Lomerasn Fau«s Eain,med Q SprayfBub/Dnp 4 9 700250 3 Mod Shrub yawl F.;, h 06] ]tie Ina HI wareruu ry 4 I I I g System TyPe: Zane hr.Efl. Aroa Seasonal Pont Faeter Season Zonal Eto Puns Ne Lnme,a..Faints EmmMad DrM 20.9 it 0 06_ 7aa 1 Value Facror Fq,R. 062 743 Irri.Efl fbler Vse Summer 57 25 1 2 0 O6? ]aS 1 311 ' I I i �a 4 I ping n e ? ea W,er 597 12 0 06a 7aa 1 4 OfAI OAO 1 "`jj I I ' saP.vnnkr 1597 OS 1U6.25 06? 7as; 09 t519 3" 3" OTAL 3056 Total Waterfeature 0.00 11 MamA,ilditi n System Type: Zone IR.Efr Aroa ipaonb Plana Faeter. _ 1 SproyBub/Dnp 4 0.000 4 Mod/High Shrub 4*4a � 3" i 4 3., 4 4 Total Estimated Water Use sz.n S_ Zonal Edo Pun+ Ana Common Fac rors Eamaled I i 1 4 Wwo Fanar R 062 748+ Ini Ell • .. uu Q I "`•r• �. ,r.,�a 4 Wm9 1. o62 7a0 $ V I I I San-Ktnar 5593 0,65 0 o1 7 �<a 0 I Q ♦1�M D' O Ad D 3" 3 f DTAL O.OD e �y 4 I , �n ma SpnyB b/Dnp T Z. 0.000 5 IP High Shrub Pla ype: IR.Eff. Am 14- Zane)El Plan+ Naa - E.- --. earn 2069 0.8 0 067 7a8 0 j • �' D - / t /� I I I I I �" 4 V wv Fa[Ur sq.,, OC: 7<6 .Eff rVakrVse j �•/wyraF( 57.29 0.8 0 "? 748 0 an-Wtnkr 1597 0.8 0 osz law 0 . . D �•�.. o D. I I 1 3" I I I 10TAL ppp 4 11 I " � 14 D S I q3" 11 D ' It7fCi p I I I 3" b , 3" 4 5 15 Maximum Water Allowance OWA1 Plan 2 TREES f{ ` fit° 1 1 1 4 Q 4 t1 Imut Zen. PlarnArraction System Type: Zone IR.Efl. Area 6gs•"a Plant Faeter. • f FDVO 'T I I I 3" 8 n Bu d , g.76 2ab62 6 LOw Tree a a�C -r ON�IC Square Footage calculations S..- ors EW Pw l N.. ,env E.m.1.1 4' 4 2 Vine Fecbn M.R 067 C meld Ge +ni EB -.,U. T ma B Shrub Square toot 1763 'nB 9 2 2095185 057 746 75 0.10 1 Tote Square foot Cobbleftudder 37 W eau, ,5.97 U 2 10 85185 062 a� 0 75 0.07 Turf Smote root 0 18 06! ]a6 075 25 zs�,,s I I �� 3' a,,,,l, Total Laaleneature Square footage 0 SAL 0•� �� j 3 3 TI.IellandscapeSquawb ,200 is v,r< Ip1Aay... I I I t • 11 PI-tiltrlgstion System Type: Zone In.ER. Area Sau-nal Plan Factor. •'°YaK one No Etc `Hater Aci alai Conversion Factorsj S ra/Bb/Dnp 4 0.76 omo 7 Low/Motl Tree _ . 67Oi OZ 0 0,62 748 yaw. tiny qn a. m•,ae mr Eftw+kuut.3" 1 ® Faclor Sq fl a q S.- aM EW % N.. Co on F.[Ias Ea , J3" D 4 o as j j� z 6682 o 5 0 o 62 748 g 20eqS7.29 pas o oe w o.lsA_1 ROW 3a 7s 05 0 o.6z 7aa4 2 AT 30 e� 05 062 74897 D35• a � 4 93.9 OS 1200 062 748 OPAL OAO W �j�.>, _ • '�'eaC } , , ' t�av�x..�a, Q" D Y' _►IafnAMganon Typt" Zone e t 0.766 42.666 8p.enal PI Mod Tree Estimated Water Use Seasan zonal. Pknl N.. Coma,.en Fyrs Enrma,ttl - ` W. Faebr 11. 06] IeH In:EII Wak(use 3" jf p yyjr- ij Total Number of plants Sa mTef ? sass o6z .a o75 o7z � xN t © SZ29 S 62.55556 062 746 0.75 1,98 C''n 4 ' •� Q / f 1 CJ •n rnekr 15.97 0.5 62S5S56 0.67 48 0.75 0.55 1../� ' t 'P '-----•----_.,._. " Number ef lams by water use %ef TI-I Lands.... amYaro Footaaa 13rAL r-") D'• r 1 I I e a-: ( T 1 tow 19 0352 396 185 rr�� I 1 I I 1 I F ti 2 Low Mod 1 125.111 PIanMR gallon System TYPe. Zone IR.HL Area SgsonL Plant Factor O �� O 1 I 3 Mod 21 0.389 43 ODD 9 ra oral E n 4 OA00 8 ModfH[h Troe W I 4 Mod/HI O.OW 0.000 I � -. i 1 I 1 4 � � I 4 3.ason Zonal Eb Plant Nea Cameeaion fec a's Eamateu O 6 High 0019 95 V.we F>cb, H. 062 ]e8 inl Cil WaunUu I, 6Low Trees t 0079'tY• p 11 7 20000 ,Pine 2069. 0 65 0 061 7aa 0 e `�7 Q V I / \ ( I Q 7 Low/Mod Tee 0 000 0 000 me, 57 29 0 ss 0 06 lee 0 st 8Mod Trees 3 0.056 62556 all Wma 15.97 O65 U 06: 7aa 0 ! 1 6 } ! F 1> I r I 1 I I 1 3" D 8 Mo0Mi es 0.074 3 00 � 111 \_�T ��_'_"/Ilt r (? 10 Nigh Tree; a OO7a 83407 r � ��VVV1 4" " ' I I I I i 4 •+ �• Total 54 PI-Mrrigation System Type: Zone Irr.ER. Area S...nal Plant Faeter O `.r� I !i I Q m9 n oualu, 4 0.76 adA07 10 H hTroe u V^ _a , P Fo • ' San Zonal. F. Nea Cwrnn.on Facto,, EA ma+etl SHRUBS vas. Pnwr O 062 O a"'"^••.. ' I 1 -j 1 sp,ue 2069 0.8 83a07at o57 ]tie 0.75 753 l`.seli `NV ???? `�=! L 2 MarrMrtfpMlon Syaam Type: Zerre IR.2 Ares sw«sr Mom Faeter summu 57.29 08 8340141 061 74e 075 a.22 0 I I I I 1 1t 8 n Bub/Dri 4 09 %6 1 Low Shrub aYVenkr 1597 0.8 8340747 067 7as 075 118 7 O 3° I I I 1 3" • • • p� Y 1 Se.gon Zonal Ew Punt Nea Gum:.wan Ganors Ea'mnrd OTAL 693 /'�1 O rD I I 1 a TH l _ Vaw> Faemr fl o6i elaa Ina EH Vyle,Ux 4 I I I 4 \rE/ I SwbA 2069 0.2 396.,852 067 ]tie 09 1.5t o O ' r • Total Tree And Shrub 80A7 I� r l 1 I 1 2 sin mrr s1 zs o z 396,852 062 as o9 a 1st V 6 t ro Bub/Dn 4 0.76 0 11 Turt hr-1 3 I �r' f Yi 11 •11 win r 15 57 0.'G 396 1652 061 748 0.8 6 PlanMrngatlon System Type: Zane Iin.Ett. Arcs seasenel Plane Faeter. 00 Snaon one Eto Punt M• Cornarsion F•nors Eomn"d 11/ fit» ManMnlgation System Type Zen• hr.ER. Aroa seugal Plain Faeter V,wa Faces, Ofi2 4e rti EH aqua.;Vse S Bub/Dn 4 126.111 2 Lpwnrlod Shrub tiro 0.65 076 osz ]tie O.r 3" I J 5eum Zonal E10 Pwn Nea Come nor fac,or, Es mats sarf..r 57.29 0 6 0 0b7 1 V`lase Faclor It 067 )tie InEH Vbk.Ux aY.Ntn"r 15.97 076 0 OE? 748 075 ��` SP"g 2U 69 0 35 125 1111 a 67 ]a8 D O7AL t" ummer 5..29 0.35 7257,11 062 7aa D o0° M 2 au Kfnkr 1591 0.35 1251111 1162 ]tie 0 Total Turf 0.00 a r / \ •i'" 3 __PI-Mmiaat7on System Tvw: Zone IR.ER. Area s.ea oral Plant Faeter. n I I - " 4"I Yya'onat k, a 12 MaY ng (1 4 3' -------- 3 ', I I I I 3" �\''---- - 3 - ryaYaAMOst�n Byat.p Typ•: Zan• IR.fed. Aroa seasonal Plain Fatter S..M .Offal EIO gland An• O57 Cam"den Fanar, Etlrmbed 1 3" _---_- ^V~ ping ro O a5% 'm+C 4 n o9 r�I.�aelon En EMill Use 4 mmer 5 D7 a�i 2 0 0 Oro] aw nn EII W>krVx --- f •._ ��. 4 is a.' St ear n9 t. 002 749 3" \ 749 an-'Mat>r lag , _-� me 57.23 D 5 d 37 8669 0 67 7as 0 9 „55 InAL - I 4 \�\\` \\\ / / I OTAL kr ,597 OS aa78esy 06: 7a 09 s94 Total Waterfeature =.00 _ ll 3" I I I 4 / Total Estimated Water Use 36.41 ryueAmpaaen System Type: Zero IR.Elf. Am Sw•rIY Pin"Factor I 1 \ 8prayBub/Dnp 4 0.000 4 MladMigh Shrub a.- Zonal W Plant Ana Lome-Facrors E.-m 3" \ �/ I Vale F.- II 067 )a6 Ina EH Yal.,Ux lab ul 57 29 0.85 0 062 7a8 0 •_-_' .,,Ty I ---_ •u-'mnkr 1597 C.65 0 o a. 7aa 0 _ U I rrer I I � tea- OTAL 9.00 I 3„ 4 r..� '- - i PlstnA SpatitB Sys m Type: Zorn nr.of. Am 11-sh.l Plant h�mb ----- �I -_-_- \ 1 Season Zonal Eto Pl i Nee LSema<d •� ,► I \ I Wore G•M/ eq.R 067 Je9 Ini ER WaurVn 3" ne 20.69 0.8 0 0.62 7e asinine, 57 29 081 0 0.6z law 0 I� allKsnnr 1597 0.8 0 0.61 law 0 OTAL 0.00 1 2 J 4 3 ----------- t . �. _ l e--� a Maximum Water Allowance PwAI•Flm a U2 S EES O n 'o --_ - ----_ --- -_�--- ; t Zone PlanMnigati-System Type: Zone IR.E%. Area Seasonal Plana Fader e v ..�V.. v, ----m'-- ----___- - f 8 Bub/Dri 4 0.76 21.109 6 Low Tree �, ?^ 'I, __ --_-... - -._ -_.._ _.__ _._. _- __ .. - ------- --------- squat!Footage Calculations -._- -_-_--- - - sraaon Zonal Etc, Plan+ Nta com.,aonFakr, EWa"l.d __ Kwv Far:br It 0.61 I. faro,Ux co -_-_-_ rmo 9 0.2 21 10a7 "' I. U75 0 10 J Z' ---- miner 29 0 110a7 06. 74e 0.5 027 r '7 i ., /lam N �7s- /`_ a7�- I Lard-aay� - __-- --- _ __- Turl SquTree 8;uare f SaWare root 112T2 •II-fsnkr 15.97 0.2 2i.10S7 osz law 0.75 0.07 1AUTo1 iA 1 IV ®1� 1 ®p-" �-If�� a�r��(/�� ,E• � TEMPORARY Tots Square loot Cobbl>Boader 51 WALLM{/,/y6/1��{ 11�ryt [�`tea- ` �//y��/t��t INSTALL •E �'NARY 70ts1 VdalrMeeture Square footage 0 ' 4 -- LL - -- -- -T ""' �'" "' L , AS �- �- - ,"� Total Landscape Square l0 1,200 PiAamnRl9atlan System Type Zone IR.Elf Area Sg•enal Plant F Zone � � PINfotL. LOCATION TO I A"MO MAINLINE TO COMMON -_ Filassaii Ty �'A'� 44,,qqA VAL110 One o. o WatinAtlt. of -arswn actors a S ro Bub/Dn 4 0.76 0.000 7 Low/Mod Tree Factor 5q.4 _ MWA $- Zonal Elv plan. Nea c.m w, Fauor> E"im>wd ®� - • 1 57.01 O S 0 0,62 748 0 VW. Z, ft 062 lap Ini En wakr Use ' 1 A r 3d 66 75 O S 0 0.62 7a8 0 rW1 V L o 206. 035 0 Os? 7a Prm9 0 5 51.29 0.35 0 osz 7a6 0.75 an.wrkr 1 7 59 0.35 0 0.67 ]tie 7 0.5 W H � l I - 3D 86 0.5 0 0.62 74.8 _ �Ae u 4 93.9 05 1200 0.82 748--�3.89995 SET- SIDEWALKS, /t y�Y RIVE __. FROM SIDEWPr LKS CUIR.7�7 i� PlsnMml�tlan system ryp.: zone or.6 Aroa Sg.enat Pt,m Faeter F Seasan Lrndl E,O Pknl Nea won Facto,, Ea:maled O B bID 4 0.76 'p6d40 8 Mod Troe AND DRIVEWAYS. .VICE LN TO H Estimated Water Us ants V,we F.eb• 11 0 6? meltg In,EH W.h,Uae � 1 sPrng 69 p,5 ,0.5435 ofi? ]eS 0.75 121 _` Pi`- -- Total Number of plants a6 men 57 2q 05 705 5a35 as, 7aa 0.75 3 34 IIT@-Iv IN @I��*/S 'T%1/1n_ ee-quaky 75 97 05 105.5435 a u 74s 0751 093 O "�� Number o! lants b water use %of Tatal Lantlacaoe Square Foataae QTAL 6.48 2Low/Mod 8 0174 168.870 pat Sy Type Zone IR.1111. Area Speentl Plant Fatter 1 Low 8 U.217 211 087 MamErS ton slam 3 Mod 22 D 47$OW 40 000 8 ra B 1 E000 Val-t,t 4 0A0,) 9 ModMi h Tree 5 ModHigh : Canter can F>c ors Ea mnec ,^-��- - Senor Zonal Et.: Pan Nea e, _u assassall 8L-Trees 1 0022 2110 •Inw„4er 1597 F,,.+0.65 It. 0 111 7aa Ir::En. U vburux 0.000 a ow/f>1od Tree 0.100 0.54ODD Sun 159757 29 065 0 06. 7aa p0 --B Mad Trees O.tOy 1U5.64. raYmia� W .-I ModMl Tree 0.000 0.000 OTAL 0,00 \ 10 Feon Tr"a 0.000 OWO Total 46 PlantAMgatlon System Type: Zone Dr.EH Area 6eapml P11_F.tt . Sprtyonal Et p a 0.76 OA00 70 High TRe '1♦ \ t� T 1 V/ Season Zonal E70 Pknt Nea ,.4n Factors E51rr,Yed V v r SHRUSS Vawe Facwr wIt U6? m•74F Irri EF: `ASte,Use �d IF'��4 FM "Q prmy 206,0 067, Tan D.75 � O U MWArSpraynBYstemDhp Type: i-s I0.9 Ana Swept Plane Fear e, 5729 08 0 0B? ]a6 C.75 `� rTT S ro Bl1bIDn 4 09 211 1 Low Shrub FFh+'IL"yll F I wvtl.r 1597 U8 0 Ud; law 075 V Zen.Ew AroI N., Com,raon F,no,r Eo e,n.d OTAL 000 v4+s f to w n 05: 746 n'Elf Wakr Usv I .f/_yam/l, SAL c 00, 09 !z3 ToglTree And Shrub Ya.ti67_7 Z F,L-wme, t529 OU1 2'1.""1 062 716 0.9 2.23 211087 062 748 U9 0.62 - PiamAiripstlon m TyW: Z. IR.76 Area Swans Plant T.,r rTl 3.66 8 re BublDn 4 0.76 127 11 Turf -_ _ $netts ZOrl91 E,q Plant An. Lnml,9pn Fa[lurs Earmned F� ® N . MarrtAY710atbn system Type: Zone IR.En. Ana feaegal Ruk Faeter nine, V.wr Ganor W R 0 F' ]ta Ina C-R W9nr Ut> F•+-1 F+-1 1 v' S Bub/Dn 4 tie e70 2 LOWRAOtl Shrub Sear nu 2069 0.76 12I o6? ]c 075 221 tom-, Servo Zonal Eta Punt N., cameaon Fada Ea m,ud 29 OE 127 o6z 7aa 075 a82 h "' va uo Falk, I. 06: lee r„En vnw,uce al K1n er 1597 0.7E 1'27 C6'r 075 170 P,." 9 a 1 96 OU 7-4e AL e.74 r , E..{ 04 yammer062 V j` .. 57?9 0 35 168 8E96 746 M--i U F•Y waft- 15s7 pas 168.8a96 ass 7aa o Total Turt 6.74 _ -.-. -- -- 1 177AL "Plsn#111at aY tam Type' Zane Ina. ff Aroa Seasonal Plem Factor 51'M�OL M MODEL NO, DESCRIPTION R,AD. C��M. 1 =6I DET. R W VYst•neeNrr 4 1 0 12 Moving -naLNArtlpMlon System Type: Zone IR.Efl. Arad Sgeentl Plant Fsetee S..em corral Eb v.n, aa., c «o.F>[tw, Ee.,.a..,e - . Y>w. `Pan 9.npreZond Etc P llcM,' 44�• ' O6 Co e67eGf uor[«r 3EIr E,Mte•`aD, -__ •u"VJa.r 1595 Farm;, eq,t 0 ofi? 7E Irr�Err ' Wau,Usa `^ v ♦ ♦ o RAIN 3IRD 11304 SAM PRS 8- SERIES POP-UP G2,H VAN 8' GPM 3% % IBS, VARIES 30 I mm.r 67.9 DS at439,, a5. 091 4 a O � O + INDICATES VALVE STATION NO. °9 5 mAL qpp :c F,q-van., 7591 a 39t3 01;.' rr, n5 3a_ v V V RAiN3IRD 1804� SAM PRS 10- SERIES POP-UP ,HF VAN lotGPM - 39 19 1e58 VARIES 30 1 � INDICATES CsPI"i �`A` m°' Toulw.terf.atare a.a9 F F lelrIUlrriffatlonsystem7yW zone IR.Eff. Am S-..lPlenaF-r.. Total Estimated Water Use 38.40 e \d o m RAiN51RD 1804 SAM PRS 12- SERIES POP-UP Q,H,F VAN 12, GIOM - •65, 130, 21oO VARIES 30 1 SproYBu,. 4 0000 4 MadM w,S„ub Valve favor q.it Ofi2 )eE Ini.Er, Wak,Use Z `✓i O X. \ ;z'-Y' a.... Zonal Eto plan, Nea com".en F.dt E"rnal.e jet :t V SPnna 6• ., 067 1>8 '�7 r o W RAiNBIRD 1804 SAM PRS 15- SERIES POP-UP Q,1-1,1= VAN 15' GIOM - .93, 1.85, 3.�0 VARIES 30 ( INDICATES VALVE SIZE 5nmm[r 6729 O65 D a6: g a \ rauwnk- 15.97 0.55 U 0=,.. 0 "' RECEIVED ��I1_ ' ak OPAL _ 't 0.00 y _ R� �E(/aeF R (//�J t/gt1 f E D _ e XE Ri-a5U I - X�,r,�-2 ifrr/PC - 2 GP1 • PlantArr MIOn System Type ZOn! R.Eff ARa Speenal Plats FaMr �1 1� 'L O O 7R� \ ED RA IN81 RD _DRIP EMITTER N/A 2 - CxPH 30 ro Bb/Dn 4 0'No 6 HI h Shrug o [T) A V v7px. &w.n one'E1, Plmf -. Sa.nY.a " rL n '' m.,Sd, Vaasa f•[ror q.H tie' lee Inn NI Wanlua Ar\l1A1.,. •.. nnq 5 8 0 62 ]s '.i; J V C • RAiNSiRD 1401 FLOG 15Ue5LER - 2 PER TREE .25 - GPM 30 G cJCH �'� PYC S�E�V�� CH�R� 6.mm., 5729 oa D a6: 0 1 2 00 a F.r w- 15.1 0.8 0 062 lee 0 - s Q7AL _0.00 RAIN51RD 100-ASVF REMOTE CONTROL VALVE. 1" or size as noted. C 1 1/4" SLEEVE � ,,; 1-4 WIRES 1/21i PIPE PUBLIC WORKS DEPARTMENT Ale 'r A V i� II CITY OF PALM DESERTf'Af'i fMf 'J? .. E-Y �[�+ RAiN51RD XACZ-015 DRiP KEMOTE CONTROL DRIP VALVE. 3/4" or size as noted. S 1 1/2" SLEEVE -10 WIRES 3/4 PiPE 157 ;l-ty O. : :'AI V- t'..)ESERT w v � v 211 SLEEVE 1-20 WIRES 1" PIPE : }e ;:.. , _h,. -" . 1 ►-t 1 N N15CO T-580 LINE-SIZE 5ALL VALVE (FULL PORT). D / K 3 v v� II It These plans have been reviewed`by the Coachella Valley Water District in Q A V O AO 2 1/2 Sl-EEVE f721-30 WIRES 1114 PiPE t accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section �� OC TORO TIS 09 1D AUTOMATIC WALL MOUNTED CONTROLLER. CONTRACTOR TO VERIFY A, J 3" SLEEVE 31-40 WIRES 1 1/2" PiPE v8vl5th9he�ocagl govern ng agelncy(Ciao County)r►igatbn design in cooperation � N V INTELLI-SENSE POWER SOURCE AND LOCATION. ` 1 t tp� �f t "Approval of this drawing by CVWD Staff does not constRute approval to 4" SLEEVE ' 41-9>0 WIRES 2" PIPE encroach into district and USBR Rights of Way. Trees,plants,walls and � F: permanent structures of any kind may not be planted or installed in CVWD `p`p t 6" SLEEVE ' b 1-99 WIRES 2 1/ 11/311 PIPE E and USSR easements or right of-way without first obtaining an encroachment g QM 3/4" DOMESTIC WATER METER INSTALLED $Y CVWD a" SLEEVE SLEEVE .- 100+ WIRES 441t PIPE DATE permit fromCvwD. /�7€1�MANA MANAGEMENT ry C-4M W _. _ ..e z zz I a 10" SLEEVE N/A roll PIPE F" d MAINLINE - 1" PVC Schedule 40. Unless otherwise noted on plan. <C , DEVELOPMENT SERVICES SUPERVISOR NON-PRESSURE LATERALS FOR TURF AND TRICKLE 5U55LERS - CLASS 200 4 CLASS 315 PER PiPE SIZING CHART. E NORTH F� �- Underground Service Alert NON-PRESSURE LATERALS FOR DRiP IRRIGATION - 3/41' GLASS 200 PVC. E Call: TOLL FREE w W PVC SCH 40 WIRE AND PIPE SLEEVES UNDER ALL PAVING. (2 X SIZE OF PiPE - TYP) F 1-800 SHEET �" 422-4133 A Q a; NOTE: CONTRACTOR SHALL INSTALL R1�E IN5 I Rk/ PC SCREENS I ® 1( N ®1C RSPRl�f 1 r pro (TWO WORKING DAYS BEFORE YOU DIG) � * L- 1 0 �� . TI F GOVERNMENT CODE SECTION 4216/4217 0 THE VERN REQUIRES A DIG ALERT IDENTIFICATION NUMBER -r-,� BE ISSUED BEFORE A"PERMIT TO EXCAVATE" � OF 19 SHEETS _ WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION NORTH SCALE: 1/8" Tip NUMBER CALL UNDERGROUND SERVICE ALERT. t. ,. IRRIGATION PLAN in I a: � i Maximum Water Allowance WWI P-Lot TRses ' ® ►Y =a E+,egeC^ Input Zone PlarValgation System Type: Zone Ia.Ett Area Swo 0 Fn,nt Fatter .y,. S ra BubfDrip 4 076 171975 6 Low Tree ;.. rs ' Square Footage calculations seaa:n Zonal Fa Plain a.a c onfanr,: Ea'.med "-- va.r rrar - - -_--- - ------ Tree&Shrub Square fool 5.D79 6onmml>411. 20 65 0 2 17,.9755 O6 1eF n is 0 75AST a «.r a Turf Square loot 0 „7 2.. 021 i r,975. 062 ><t o ?13 k Fali Wfntt 1597 U2 1(19755 06. +cF 075 061 piss Tota15quare loot loGGle,F,•oul ier 407 OTAL 3.5T Taal WalertealUn SQUarP Ioola9a 0 W b Total Landscape Square.to 5.486 Plantilalgatlon system Type: Zone Ia.ER. Area seasonal Plain Faeror. >*P' �. - > Farm, orb 06' r, w,«r u.« t rr one No to Yoaler At71 Taal �ern•ersron FaClurs oU So n Bub/Dn 4 076 0000 7 LowlMod Tree t c7- f FF,F FarloCrS 'q A 0 OG2 4745 FAO season Zonal FM lam avI cg 20 69 0 35 0 0 ��n ; .G 75 s'CI 05 0 Oft r45 0 apk 4I 9..4 ,„ D sum,el 5729 035 0 D <b 07$ .1 3a 75 0 0 62 ,l o I3 G 3b 58 US 0 Of_ 743 0 • `.�� 4 939 O5 5486 OEt i48 219.49194 OTAL 0.00 • PlenNrrlflation System Type: Zone I,ER. Area Seaeenal plain Fatter 0 <� 5r `` S ra BubrDnp 4 075 3152. 8 Mod Tree S.a on ZonalEi R,n Ma 740 Ee4tn,U Estimated Water Use �a.r F,cm r c` 06 •lee Ini Ell rose U. �� Spnng 206e Oa 315 6 06. 14e 075 360 ^ 4` aaa ae Total Number of plants 163 Sum.`, 5729 OS 315 883 062 lab 075 998 D fau.wm«, t557 US ,szfiz3 oe2 ia6 07$ z37 �` t4 mber of antsb water use %QfTotal Landscape S reFooteoe OTAL 16.37 - ,t •p, ` ", - 1 Low 5:1 U.307 1433.129 3" ` �4t� 12L-Mod 13 0080 372.613 Plarall!gle System Type: Zane IM.Efr Area Seesenal Plain Faeer. J D .° 4 ( ` 3Mc7 E? 0509 2378994 sPraYBub/DFiP 4 O.000 9 Mod/Hleh Tree I `` 1 4IAM/Hi 0000 0000 season Zonal EL A- aaa connr.0.Fanms Eaanaed apmsure 3" •�3 tr SHlgh 0000 0000 Vale Fack s n 06, 748 In,Elf Water Use * EXP.April 32007 3 ` Sa 6 Low Trees E 0.037 171,975 So„ny 20 ce U E5 E 06? 1es U nap (� I 1 - 7L-Mod Tre 0ON) - 0W_ Surnrt«, 5729 06$ 0 06: Ia6 0 �� e� e 8Mod Trac+s 9t 0067 315.288 Fal.`M1Sn,e, 1597 065 0 062 7af 0 �_ --■ `(}I...I'4., ? 9ModMi Tree 0000 0000 OTAL OAO �\� I 10 H19h Treys OOW Cr, OF CP Total 163 %arNllm y/BSYahm Type: Zone In.6 Area Seas•nal Plant Fatter. 1 � So n BublDn 4 O.Tfi OAOo 10 HI DTree D 3n 3" _ - •,�� ,. saaeDn Zpnai E1� Fn,n, aaa eomerPon«sears Ea moss I r: SHRUBS 11 Fan:, 3" .:.?� .. .ti A fl D 14L Ira Elr Wa,e,Ux 3^ '1a, ` �� 1y`s,, 2063 U8 0 0.6 748 0.75 /t �- PlantArriOation SyeNin Type: Zeno 1 E•H. Area Srsentl Plana F.~ Suaunn 57'l9 O8 G D6' Ice 075 Iq D 3+, /t a} ` Q�� # SPnYBubOP 4 09 1433 1 Low Shrub Fau �k, 1597 08 0 06' 075 H 4 4 111 Season Z n 1Eo Plan, Alea on Fannrs Emm�td OTAL �� Val Facor fl 062 "ae7411 Irti Ett Wne,U. q' C '7` wars ?G f', 0.! 74,.3,25 nca ro ]ae 09 54g - V J IF �4l` 7` 1 Total Tree And Shrub 147.66 D Q 111 .�._�`f �� ,�...+.,., amine• 57.25 0.2 1433.,?9 D62 74e rl9 t512 g SystemTyDe: Lone Im Eff. Area susentlPlamFatter 3" "} � � au.Wtmer 1597 0� 1433129 062 >ae 05 422 ManAmi a[lon 4 7 _ ` OTAL 2d 80 So ra BubfM 4 0 11 Turf +' S...o Zonal El. Plan, aaa Ce.elenn Factors Eq mnad • 4 5 a;. _/ 4 le Plan algation System Type: Zone In.Elf. Area Swentl plara Faeroe v+IDe Faaa, aq n 062 7a8 o-„Err tww use - A ` r S a /Sub/Dnp 4 372.613 2 LOWfMOd Shrub SP,ng 20 65 11 76 0 D6' lab 0 75 rr - ` S... Zonal E10 Plan! aaa Corve,van Facrors Ea,mnad Svmme, 57.29 0.6 0 D62 iaF 075 - 'I 1 Value 1.0ir 11 062 7N I,r Er Wale,Vu F. wnirr 1597 015 0 162 ]de G75 3726t35 o1e 1a6 0 OTAL O.00 V �'! 20.89 03: Ft55 Os2 1 a8 U 3 1i = ( I ` \\ hnWlnrel 159' 035 3726135 0t, 748 0 Total Turf 0.00 OTAL 0.00 3" ,. MantATOatton 5yrtem Ty a•: Zone Ia.ER. Area sos4nal Pina Factor D V 1 t, 1 '3 \\ ` '0'�� q,` waeeneamrt 4 1 0 12 Moving ■ © _ seaa:n r, 4 n � �. 09 237b 984 3w Plant i°hrub vault Fark. sq eu. 06: m•lesnF rtEn Ewak,uu 8ptayBub/Dnp YPe. One �� \ 3 '-+ Lela EO I,- sea IconFxwrs Emm�ed Sp nmtr aE2 7a8 I \ _^'` \ 4 �� Vabt Facbr sgfl OE2 I"a74_ n Ery wan,V" 5729 74E 77 Ora 7ae an W 15.9T 2 0 062 8 D \ ,� j.,.,.. \\ \ '- y �--■- _ Somme, 5729 OS 2378994 06' 7ae 09 627E OTPL 090 • y�.' ` ' \ I ., C.�a �~� au-wn:er 15.97 051 2378 994 062 7ae 091 17 SO OTAL 102.92 TotalWaterfeature 0.00 -N `� I+IaM rt grtion System Type: Zons In.Ett. Arot awentl clue F,rron Total Estimated Water Use 147.86 l...lC:� iC. l_.I lSublOn o.00 a drHl nSn m �•,r.. z. 'rJ.�,.. Aaron nZUfidf cft,p Pian, MPE•nr",sd 3 r , _r """";.«� '"� Sp 4 o rub I> V 'i -�4- ) ease m.n 5725 Fa , afl a Ds2 re'4e an o Wak,Ust i -� I' ` wow G. 06= 7d8 �^ `� ml-v4nkr ,597 G.65 o Ds2 7ae 0 arAL e b r. 3" 1 _ PlantAmgatlon System TyPe: Zone Aroa $asontl PWdFaveor. r ,;"r /-� s••� spray/sub/Drip 4 R 0.000 6 High Shrub • D ',: _ .. L.• -.V I�.. . 4 3n season Zonal EW Prom A,aa emm�ad ii I VaWe Facne p fl 0.62 748 I^i Ea YA,e,Liu 3" 0,62 7._. 67.29 G 8 D 0.62 ]e8 0 - - t7 � au-wnmr 15.97 08 0 062 74e 0 D' �--�. _■ Sa 3" �► OTAL 0 00 h e►` / 3" `_save ftft Maximum Water Allowance www Plan 4 11 1 3" p V ' 2 3 4 3" / __ e�_ 0 34n,aTe Footage Calculations - n x 1 11 ^ Tree&Shak Square foot - 4,408 4" 3 3„ . �Y D Total Tud Landscape Square b 5.W _ �, ( Total Square loot Cobb]e9oulder 90 4 3" al► f.,� Total Watenealure Square footage 0 v 4 . Uj 4 aw II' 3" � W ale No to Weter Atll. sal Corrverswn actors o[a + °' ■-- Sx 4 ■ - `-oft _ Factor Sq A. MWA v 4 I 4 3 T � 5701 05 0 62 746 g 2 6682 O S 0 0.62 748 0 t 3a 75 0.5 0 0.62 748 0 ha ',I 30 88 0.5 0 062 748 0 •Y 4 � aye 4 93 9 O S i 30 0 62 748 19. M ° • N i✓AIt M • 3 s-- 1 2 Fq �, _ E9rtInvAed Water Use f 3" Total Number of plants ta4 r^, w + rr �• 4„ , 3^ 1 00 4 Numberor lants b reater use %,Total Land,LIIM Square Footme V M ^� 1 LOW 38 0.118 509764 v © 4 �, _ 2 Low/Motl 17 0 118 509 764 � W 0 M Q / 3 ') + e 3 Mod 72 0000 2159 O 1 4 Mod,Hi 0000 0,000 l.r ,• ', p Sn 1 11 13 3„ 5 High 0.000 0.000 � /I� F-� N O 4 IY• 6 Lay Trees 3 0.021 89.95E fayn� P/--1 ' 3 • , 4 2 4 7Mo Tro Tre 0,000 0076 2984 8 Mod Trees 11 0 076 30.000 ,� ° 'I 4 O I�7 e + 11 10 High Trees 3 0021 89956 �./ MoOMi Tree 0.000 0.000 ' • � / .... - • _'f�l• Total 144 O V \ , 3^ SHRUBS r�j Q • AJaye. •� 3 3 4 Pnnthrl etion ISyet•m Type: Zone Ia.Ett. Area Sweraal Plain Faeer. Faaa N 0 Z M 11 SpnyBub/Dnp 4 09 1139 t LOW Shrub `a-' NO �,et p 0 •' ° , 1 �_ a-. zonal Eb PNnI Ant Coma, 1.c rt Etllmaied • T ® �' O V,luo Facm, A O6' 748 Inl E(f W>brVu O 069 02 I139d D67 >aa 9 434 Q, awmm� 5729 02 1139472 o62 74a 09 1202 as wink, 15.97 02 v39412 Ds2 7as 09 335 F/L'_♦11 4 OFAL 10.72 W • • �- ® / � w 11 PlailtAmflrtbn eyebm Typr. Zone In.Ett. Am BwerW PIaeA FaMr. j ` 3 / I ^ p - „ I� S Bal El. 4 QOB. , 2 LOWRAod Shrub ° 4 3„ D t Y Seaton Zonal El. Olwl Ana Come,aoe FaelD,a E"Imned W Value Fanor '4 n 062 74e ,,,E, We,n Uu - �' 4 ng 20.69 .3 09.7635 0.62 746 Summon 57.29 0.35 5097839 Os_ 746 0 4 ® 3" Q s `+•,w. / �, °, 1H allWin"� 1597 0.35 5097639 oe2 7ae 0 � 4 OTAL 090 3,r _ 3^ �111 1 EE r „ fl 1 o 3 2 111 MaWjPSL teen System Type: Zone M.EA. Area Saes.ntl Plain Faetar. 4 3 4 , PP DnY/Bub Ddp 4 9 2164.000 3 Mod Sh ub 4 1 9eawo Zone Eto vbnl aaa Comeroon Fanas E••nnre y, �^ VaWe Faeror 0 062 7eP Im EB WaxrVu �,. t.. •'' pang •j o62 )a8 yy�, q / 'srr 57.?9 05 215. oc. >aa 09 5696 {'r b D t /jr "W 7 aH..- 7597 OS 2159 06: 7ae 09 1588 1 "\` ` OTAL MA0 2 1 O I PIentArniatlon SvM•m Tyro: Zar1e In. Ar- Bwwd M•eFaassr. bn 111 LOT 81 z- r aka ` D 8pra Bub/DnP 4 0000 4 Mod Hlph Sh ub �eLe Saasm LOI78I E10 Ppnl Ana Cerxenan Fauora Ea,mafd • 1 3 LAN 1 / / Valut Fack: 0E1 4E nr E'a WalerUu 3• II Pmm•, 062 7/9 3" • 1 SALES N'rC D Q 5729 0.65 0 D6' a 0 ,,,,,.yyyjjj�� m1 v4n,e, 15.97 0.05 Lit 067 >,e 0 . 3" 4 t Q oR e' 1,a •'�.�. -_PIeMAni9ation System Type: Zone In.W. Area Swentl Plant Fatter. i S ra Bula/Dri 4 0.000 6 HighShrub Saaaen Zonal Elo Punl Area Eaunand 1 .] Kb• F•nor ea A 062 748 W Eff %W. 3" 2 C 3 ° f (�/�s • �. D Drmg 20. 0 062 48 G 111 /� //♦ ;<t�1, p/�el��{ ummsr 5729 OS 0 Ds2 ]4e 0 u 4 � / , ' f � • a Y`J. f7a .• .D ■,",., ,"�'s.� e r P F,II NAnk, 1597 �8 g D62 718 G ^P�1 Teelealeal v OTAL AO O 3" ems- ��. ^raLa �;. - 3^ W�a,,,.� ' I'If/ �ryye, "` Plantlinigation System Type: Zone Ia.Ett. Area Swonal Plant Facto,. 41, i r.�2 "`ecp� `T'7 C. , �1�,},a_'.`.'�r la++.- S n-al Et 4 O TB aa9ab 6 Low Tree u { 4 j� \ / T \\ Sa+rw Zonal Et Pbn, aaa C rwnFactors Eurma.ea V FMo, ap ft 0.6 ]46 In Ea NYk,Uu 8955533 D6- 1ae O.iS 114 • .. ' jj ` ummer 57 25 O n 899.833 062 ]49 0 75 1 74 YL:)}Cl ° j1 q' p ., al Wn, 7w 075 032 ' I F er 15.97 03 89.95833 062 r V � � I ''Jyy .' - Q ;� OTAL t PlardAnigation System TYDe: Zone Irr.ER Are. SeaaerW Pam Mod r. c � \ ■--t / I +Q LOT 79 n Bub7Dn / o.n 0.000 T Low/Mod Tree l A+ew Zonal Pbnt Nea tomneon Fauora E•I.m+a µ �( LOT 80 b LAN 3 -. Far., n ae7 7+6 1„En �/ I PLAN 2 3" S.�-. 572a 035 - -� � r 3" \/ ' �```� y"�* e ` ,a.Wnw 597 0351 0 067 48 0 75 D • � 2 1/ I 3" l 4 4 H tr- t, , t'•�r e 1,x,_.- A � 't_..______ _. > � _ c � p __ �. - --__ _ _.- _ _._.. --- - _ ___ _.. _--_._-_ _. ___. aim sal T z`ut tDe t .® II __••m • 1 Eff Are 3 N Pixn F "r � i I n 1 � .-,�l • � � S n Bub(f1n. 4 075 7198a1 8 Mod Tree - 3" �- ��. 4 a 2 1 S eaeon Zonal Ef0 Pam ar, C.,,u:r rac.•, Ef 1,A 9 Z I 3" 11 Va ve fano, w I 66- 7[8 „EI, Waa,Va 4 \ ` - Gill ^ 1 2 Summer _9 09 D62 l+E 0 � O `'.29 OS S.b tel: DG: 7aG. 0.:r.� 1044aaaaal � D e Sn 1 2 a"' � 1 OTAL ,7.,2 4 11 au Wnlr, 05 3298a72 oc e 075 291 4 1 t1 Plandiniaatlen system Type: Zone In.ER. Area seasonal Planet Factor T omc,s Dn Fa-or: E V L 4 ' maned �1 S n Buo/Dn 1 0900 8 ModMi hTne Srartt �t V.W ac,o, Nen 062 1a5 I,.Eff M., � 4 1 57 20 p Fs G n r; 745 0 11�� o \ 3 mint, c O.Fc 0 0b: Ice 0 OTAL Oo0 o 4 - Qr " PlanN Soation System Type Zone In ER. Are.- snonai Plats Faro r. � �`' �-`�'" _ 3 Bra Bub/Dn 1 076 aa.1N 10 Hi hTne _ \ 4 tf 8easan Zonal Et. P,am sea Comnd F E" ..e �la� -,.` \ . 1 ■ 3" t �yv;+`,;I, rji 4 Vaue Fan:• sa D D62 7,F 1,,.Ell wn.,Vn V O �4 r l ♦_ \ PIr771i Spn,we 208Y 03 599 633 067 74H 075 1 7 r l �/ j Sum.. 57 29 0 E E995E33 0.52 7a6 0)5 4 6 V 1 _ I Fall v4,ul 7597 OB E995833 062 ;cF: 075 1 (�J W `4 •_ n / 1 OTAL 7,47 �1 FT't U Sn 3" Total Tree And Shrub 139.59 � � �./ - 1 114 z ��'~�•� 4 I 1 4 MentAniaation SYebm Typa: Zor1• In'.ER. Ara baoonal Prot Faeces /�'' Fe-., �I 3" 1I lire/Bubloop 4 0.76 tell 11 Turf /� 4 �" S«seen Zonal F.-I er•e•n 06� C.,n.r�n far o,+i„en E-.1- N N F"il 1 "^9 2U 69 6 tt 2 Daz 7,6 1, 1I 1132 0sc 7as t 75 43 00 `y [.75 151k IL OTAL 77.86 �4 ` Total Turf 77.86 ~ U •�� 3 � PlamAmgatlon system Tvpr. Zons In.Ett. Ana aea.end Plain Fwte r. I ' �• YYeterreature 4 1 0 12 Moving /� �a✓ �� Sasw .ei Llo DIanI a "Dnf aUen Femme c o _c vne.' F.Om Nan a e2 •]m u. ` O . CA�'�o _f f f ®N m�TION Pei D T, REP. `,►___ _ Faliv4n.t, 557 2 C 5�'i"1�OL MSG. MODAL N®. DESCRIPTION Ran y ��________ 3" OTAL O.00 O Total Waterfeature o o RAIN151RD 1604 SAM PRO $- SERIES POP-UP Q,HF VAN `4 8' GPM - 39, el9, 1.58 VARIES I INDICATES VALVE STATION NO. '''` s" Total Estimated Water Use 4174s W W paleat W) ______ ^ FF------!! 4- v V W w RAINBiRD I804 SAM PRO 10- SERIES POP-UP Q,H)= VAN 10' GPM - 3S, .'1S, 1.56 VARIES 30 INDICATES GPM e o RAIN51RD 1804 SAM PRO 12- SERIES POP-UP Q,H) VAN 12' GPM - e65, 130, 2.60 VARIES 30 I "' Ci4L � _ - MU �WW o r o W RAINI3IRD 1804 SAM PRO 15- SERIES POP-UP Q,H� VAN 15' GPM - .93, 1.85, 3.�0 VARIES 30 I INDICATES VALVE SIZE '` RECEIVED �' o a [�-.v j ■ RIN8IRD XERI-SUG - X5-20PC - 2 GPH DRiP EMITTER N/A 2 - GPH 30 J I i_ 1 2 u ,� ;: 0° 3 a • RA(N�iRD 1401 FLOOD IBUIBI3LER - 2 PER TREE Z5 - GPM 30 SCH 40 PVC S� G CHART A U ` n n � ,,, pUg�.IC WORKS DEPARTMENT hl 1f31_IC'WOfi,:S L;tP/aaRTMENT 1 � CITY OF PALM DLSLRT ;�!lY l.)F to/5�,•r C)t_�f_-'riT a U �'U 1 RAiN51RD loin-ASVF REMOTE CONTROL VALVE. 1 or size as noted. C 1 1/4 SLEEVE 1-4 WIRES IPE Q; 1 , 11 11 �W Q � A U C:> Q RA(NSiRD XACZ-0'i5 DRiP REMOTE CONTROL DRiP VALVE. 3/4" or size as noted. Es 1 1/2 SLEEVE 5-10 WIRES 3/4 PiPE ` /7► f v ? These plans have been reviewed`by the Coachella Valley Water District in 2" SLEEVE 11-21G/ WIRES 1 p P(p� ((1 accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section M zoo ►� NiBGO T-$80 LINE-SIZE BALL VALVE (FULL PORT). D / i-� _ = with t et seq,requiring efficient landscape and irrigation design In cooperation qtt 111) M ` /71 p� with the local governing agency(City or County) 2 1'`t1 SLEEVE 21-SfG/ WI1�G 5 1 1/4" PIPE f► 'Approval of this drawing by CVWD Staff does not constitute approval to e �/a encroach into district and USBR Rights of Way. Trees lams,walls and C TORO T(S 09 ID AUTOMATIC WALL MOUNTED CONTROLLER. CONTRACTOR TO VERIFY A, J 3" SLEEVE 31-40 WIRES 1 1/211 PIPE �f� permanent easements o any kind may not nght right-of-way eplaitedorinpalnencroCV D.nt O o0 iNTELL I-SENSE POWER SOURCE AND LOCATION. 411 SLEEVE 41-60 WIRES $;f_ 211 PiPE permit from cvwD. DATE ff nl : 11 4ti ( 4 6 SLEEVE 61-SS WIRES Z i/2 /3 PiPE WATER MANAGEMENT SUPERVISOR NM I Q 3I4" DOMESt(C WATER METER fNST,4LLED I1' C3/WD 8 SLEEVE 100+ WiRES PPE 10" SLEEVE N/A 6 11 PIPE i DEVELOPMENT SERVICES SUPERVISOR a a MAINLINE - 1" PVC Schedule 40. Unless otherwise noted on plan. NORTH W E Underground Service Alert NON-PRESSURE LATERALS FOR TURF AND TRICKLE 5U88LERS - CLASS 200 4 CLASS 315 PER PiPE SiZiNG CHART. E O�FORE o °� Call: TOLL FREE 1-800 NON-PRESSURE LATERALS FOR DRiP IRRIGATION - 3/4" CLASS 200 PVC. E SHEET U l o, 4, 8, 16, e/ 422-4133 PVC SCH 40 WiRE AND PIPE SLEEVES UNDER ALL PAVING'. (2 X SiZE OF PiPE - TYP) F (TWO WORKING DAYS BEFORE YOU DIG). . ._ b�y�3x �2�1 ,: 4•:aa•art a e SECTION 4216/4217 OF THE GOVERNMENT CODE �., - NOTE: CONTRACTOR SMALL INSTALL RAIN51RD PC SCREENS TO PREVINT OVERSPRAY. .., REQUIRES A DIG ALERT IDENTIFICATION NUMBER � BE ISSUED BEFORE A"PERMIT TO EXCAVATE" OF 19 SHEETS WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION �'• SCALE: 1/8" = V-On NUMBER CALL UNDERGROUND SERVICE ALERT. NORTH ', ..x- �•R,kIP.. ra�1. 'Ikd,¢'4'�a ,, �Ar�4ar:.. __.,,, >. ..�`:ae.... � •: IRRIGATION PLAN --- __ _ - - - __ - _ - -- --^�aF•'-aaa-- �_ s jkND Ori.A((0�4'C EXP,April 30,2007 �tlat•ar'froe I I I 4Tf OF CA�F� I I I LLJ I i I Z 1 � I I I U � � I I I 12' BTH s _ _ I I I TREE/VINE/GROUND COVER PLANTING LEGEND 36" B I I I Botanical Name REMARKS DETAIL 36" B I I I Common Name 51ZE SPACING CPD i I s ► ` ` ' •► i _ _ _ I I I Acacia smallii see Ian g AS DETAIL'A' L(0.2) < Q Single` `� Desert Sweet Acacia p Trunk SHOWN SHEET L. 3� r ♦/ I I I I rB Bauhinia purpurea see plan Single AS DETAIL,A, M(0.5)10 " B Purple Orchid Tree k Trunk SHOWN SHEET L-18 Cercidium praecox Single AS I DETAIL W I L(0.2) • /` -'-HMF-MMNE--.- MNNMMM MMMNM .-E-f- __ __ '_ __ __. C see plan 24 B ✓ ` I - \ s P Palo Brea Trunk SHOWN SHEET L-18 I I I I / CL Chilopsis linearis see plan Multi AS I DETAIL'A' I M(0.5) I , Desert Willow SHOWN SHEET L-18 I l A Chitalpa tashkentensis Single AS DETAIL'A' M(o.5) • Trunk I / C `•'� Chitalpa 3 see plan SHOWN SHEET L-18 24" B I 15, BTk Olea europaea"Swan Hill" see Ian Multi AS DETAIL W M(0.5) F, Y Fly I I OE Fruitless Olive p 3 trunk min SHOWN SHEET L-18 o D " DEPTH P A GRAVEL OV R I — Prosop(s glandu(osa Single AS DETAIL'A' M(0.5) Z ° d 20 MIL VIS UEEN (TYPICA I see plan 24�' B � P�-� Texas Honey Mesquite � Trunk SHOWN SHEET L-18 W � d' r -- r I I A Dalbergia sissoo Single AS DETAIL'A' M(o.5) ~%y U CIS' M see plan Trunk c I Sisson Tree � SHOWN SHEET L-18 1-Z•11 d. ° �v °maF.5111c 12' BTH __ Washingtonia robusta see Ian Single AS DETAIL W H(0.5) �( � � 0 e p I WR � 24 B I 4 B D Mexican Fan Palm I Trunk (SHOWN SHEET L-18 • • (� � v I 24 B 15 GAL. Staked o D o �1 ° I ; N Bougainvillea spectabilis Texas Dawn' AS DETAIL'B' M(0.5) !�' "� U , d �. °p ' I — Texas Dawn / S4HOWN SHEET L. v. " (Z:) Z Y I Rosa banksiae'Alba' ✓ 15 GAL. Staked AS DETAIL'B' M(0.5) _ 5-l �/ �j O 1., 0 • F---++ t 36 B I Lady Banks Rose SHOWN SHEET L-18 O Z Macfadyena unguis-cati ( ) Q U o0 ✓ 15 GAL. Staked AS DETAIL'S' L 0.2 � ��oity I I D Cat's Claw Vine SHOWN SHEET L-18 W k I v ° Foy& ° Q ° - I t>�c TURF :.• ` . Hybrid Bermuda - Tifgreen-328 SOD H(0.7) t d 4 I b v Sodded Grass p Overseed with perennial rye if installed in finter ° ° v \w �_ LOT 79 P,W&v I " DEPTH PEA GRAVEL 3/8" minus (11%fines)compacted to a 2"depth PLAN 3 ° o I 0 MIL VISQUEEN (TYPI AL ROCK "Desert Gold" / d Q o o ht YA711 allT ROOM a auto I 11 ° //, _ \ I I t> 0 — ROCK 3"-4""Apache Brown" arty �� a �RAf,Z wic 13 24"-42" DIA.BOULDERS "CALICO" Install per sizing key: 24" B I a Y ° A=24"dia. x 24"ht., B=30"dia.x 30" ht., C=36"dia.x 36"ht., D=42"dia.x 36"ht. a47h s I a ° . g Note: All parking lot trees to be installed in box for relocation at later date. It Rock Mulch Available Through: KRC Rock FOYB I \ 11655 Woodside Ave. O v I I I a Lakeside, California M--"I 00 3:1 LkDSCAPE t I I ttt�twt surr>E MTN � I � 619.443.8153 E--•r BERMING (TYPI ° . ° . I I I I I 24" °. www.krcrock.com T 1 ftow a i I 3:1 LANDSC I I I BERMING ( NOTE: i 3 I THERE SHALL BE NO TREE PLANTING C IN CVWD EASEMENTS OR RIGHT-OF-WAYS WORM 2 NOTE: ' T� ►••� 1. SHRUBS SHALL BE PLANTED A MINIMUM OF 36" V^� C* AWAY FROM ALL HARDSCAPE, WALLS AND BUILDINGS Z 2. TREES SHALL BE PLANTED A MINIMUM OF S AWAY O FROM ALL HARDSCAPE, WALLS,AND BUILDINGS l O r 3 36 B r / U O - t ALKWAYS INDICATED WITH T W HATCH ARE TEMPORARY -TO w } BE REMOVED AT SALE OF MODELS WATER METER Q a C A O AND SERVICESEWER � ConL I F O R N I A (TYPICAL)LATERAL D R I V E RECEIVED �I o a 0 00 I �- � - - A PUBLIC WORKS P1'''Ar3 CITY OF Lei- Q U These plans have trees reviewed*by the Coachella Valley Water District in Q (/1 la V accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section Y 65597 at seq.requiring efficlent landscape and Inigation design in cooperation i9 with the local governing agency(City or County) i 'Approval of this drawing by CVWD Staff do"not constitute approval to encroach into district and USSR Rights of Way. Trees,plants,walls and permanent structures of eny kind may not be planted or Installed in CVWD and USSR easements or right-of-way without first obtaining an arxx:roschnwnt permit from CVWD. DATE WATER MANAGEMENT SUPERVISOR 'I DEVELOPMENT SERVICES SUPERVISOR Underground Service Alert NORTH Call: TOLL FREE 1-800 SHEET 422-4133 o' 4' s' 16' (TWO WORKING DAYS BEFORE YOU DIG) r SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A"PERMIT TO EXCAVATE" OF 19 SHEETS WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION NORTH SCALE: 1/8" = T-0" NUMBER CALL UNDERGROUND SERVICE ALERT. r7 TREE/GROUND COVERNINE PLANTING PLAN I . l Q v D D v p v D D D D p D D o, D Q 0 J D D D D ° Q D ° A— v D�U- p °D- V D D DD aCi �~ti "� s� C7i v G D ❑ J * EXP.mA�30 2007 Q y~-'� 24" B ..o Q D D Q p v D D 24" B 36° B a°� .,�� 4rE OF CPS-�F v . D .. QD ayr� v P v ftft _ M D _ ` Q ° — DQd aD o�oY QJ� / 4111h, ` *1110 D if v Q ` .- N TREES PLANTED IN TEMPORARY a❑ �' � . . • • .,�/ � ♦♦! QJ D �♦ a1► PAR G LOT SHALL BE PLANTED IN �D - - i — 36" B ?w BOXES AND REPLANTED AT SAL -- 4"•B ♦ -.. i D OF MODELS TO PRODUCTION FRONT 36" B o _ _ ` � oft D D OD ° YA OR STREETSCAPES AS DIRECTED ` ` — , �� 12' BTH ° D BY THE LANDSCAPE ARCHI ECT ° D v t> 4 FAMI Y D ° D Al,Y� geM aMft 10 ° D° v D Z `O 0 ° D 4" B � 2" D PEA GRAVEL OVER ° ° .. +r 24 E W 00 p . q 20 MIL VISA TYPICAL) d � ''"fir U M o ° a : o o D "aar �-� is W p M til. Bq Z"''W v > ° M o D B. KITp ° a U D W® o ° 24 B Q ^W 1C d Z p� Zo `-� O 8 ° d 20 i LOT 81 r " x ° d. D PLAN 1 SALES W4c _ ° M 36" B /j j/ 24e B 8q° D o 3:1 LANDSCAPE /jj/ ,,, v D 4 av 0 4 BERMING (TYPICAL) i Y d ^ , 2 d ? ° p ., v 4 D C / w p °80 LOT 79 `O'S PLAN 2 a d PLAN 3 • 0 M COVER TIN LE END °O TREE/VINE/GROUNDCO G �• • " �,,� � � � �- Botanical Name RKS DETAIL Common Name 1 36" B AS Acacia see plan Single I AS DETAIL L(0.2) Desert Sweet Aca ' ' I Trunk SHOWN'SHEET L-18 L: I Bauhinia purpurea see Ian Single AS DETAIL'A' M(O.5) 12 BTH , n � r•T1 � i Br Purple Orchid Tree p Trunk SHOWN SHEET L-18 / 3fi„ F•1•�! 10 BTH — ' F-�-� O Cercidium Single praecox plan e AS DETAIL'A' see •- i ` B U t� rTO, CP Pa ea I k SHOWN(SHEET L-18 I L(0.2) I l WALKWAYS INDICATED WI H THIS HATCH ARE TEMPORARY - O - / //j a Chilopsis ' aris I ISHOWN AS I DETAIL A 5 BE REMOVED AT SALE OF MODEL - // / /%/ / OC� Desert Willow see plan Multi SHEET L-18 Chitalpa tashkentensis see Ian le AS DETAIL'A' M(0.5) H CT Chitalpe p Tnan OWNI SHEET L-18 I I ' ► Olea ea"Swan Hill" Multi AS AIL'A' M 0.5 LANDSCAPE BERMING pE see Dian ( ) (TYP.) (3:1 MAX.) Fruitless Oliv I 3 in SHOWN SHE N Prosopis glandulosa `�.� Single A DETAIL'A' M(0. HATCH ARE WALKWAYS INDICATED WI H THIS - ' - PG Texas Honey Mesquite ITO �PIanI Trunk (SHOWN S L-18 I BE REMOVED AT SALERY MODEL -O S Q DS Dalbergia sissoo seep Single AS DETAIL'A' 11101 5) Sisson Tree conk SHOWN SHEET L-18 SEWER LATERAL - - C Washingtonia robuste I I Single DETAIL'A' I H(0.5)I (TYPICAL) W� Mexican Fan Palm see Dian Trunk SHOWN L-18 O '-- c Bougainvillea spectabilis'Texas Dawn' 15 GAL. Staked AS DETAIL'l? 0.5) _ Q ^ •• I Texas Dawn I I SHEET L-18 I Rose _ WATER METER (TYPICAL) W AND SERVICE 2 E- AS W ��ooID Lady Banks (15 GAL.I Staked iHOWN' SI SHEET LBg I M(0.5)I _= O8 o pA.r V r CNN r L_ MaCfadyena unguis�ati AS DETAIL'S' L(0.2) ~ W � �� V ~D Cats Claw Vine 115 GAL.I Staked (SHOWN(SHEET L-18 I I C f =I Hybrid Bermuda-"Tifgreen-328" TURF F.."' SOD H(0.7) Sodded Grass ` Overseed with perennial rye if installed in inter PUBLIC b'VORI:S DEPARTMENT ROCK 3l8"minus(11%fines)compacted to a 2"depth � CITY OF PALt,( DESERT U "Desert Gold" Throe plena have been reviewed*by the Coachella Valley Water District in Q r/� A V accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section 3"-4""Apache Brown" 65597 at requiring efficient landscape and i ROCK I I governing agency t b b) seq.req ng pe irrigation design In cooperation with the local ovemi (City or County) *Approval of this drawing by CVWD Staff does not constitute approval to j encroach into district and USER Rights of Way. Trees,plants,walls andi 24"-42"DIA. BOULDERS permanent structures or kind may not he planted or Installed In CVWD " " and USSR easements or right-of-way without first obtaininging enn encroachment CALICO Install per sizing key: = permit from CVWD. WATER MANAGEMENT SUPERVISOR a DATE A=24'dia.x 24 ht.,B=30 dia.x 30' ht.,C=36"dia.x 36 ht., D42 dia. x 36"ht. Note: DEVELOPMENT SERVICES SUPERVISOR ' All parking lot trees to be installed in box for relocation at later date. NORTH 4" Rock Mulch Available Through: KRC Rock Underground Service Alert 11655 Woodside Ave. eE E r Lakeside, California w"� °% Call:TOLL FREE 619.443.8153 1-800 SHEET NOTE: ; vrww.krcrock.com THERE SHALL BE NO TREE PLANTING 01 4 Be 16 422-4133 (TWO WORKING DAYS BEFORE YOU DIG) L- 13 IN CVWD EASEMENTS OR RIGHT-OF-WAYS SECTION 421614217 OF THE GOVERNMENT CODE REQUIRES A G ALERT IDENTIFICATION NUMBER NOTE: OF 19 SHEETS WILL BE VALID.DFIOR YOUR DIG ALERT IDENTIFICATION 1. SHRUBS SHALL BE PLANTED A MINIMUM OF 36 BE ISSUED BEFORE A"PERMIT To EXCAVATE' i AWAY FROM ALL HARDSCAPE,WALLS AND BUILDINGS , NORTH SCALE: 1/8" = V-0" NUMBER CALL UNDERGROUND SERVICE ALERT. 2. FROM ALLSHALL BE PLANTED A S,AND OF S'AWAY TREE/GROUND C OV E R/V I N E PLANTING PLAN i FROM ALL HARDSCAPE,WALLS,AND BUILDINGS I '1 I I I I I I I I I I '� I I �A►'IDS(:4 0LL DI Atco q LL I I J L LL CP ` � � I I I ---�- G I � I *" EXP.Aorll 30.2007 BST BST 36 SETBACK FROM HARDSCAPE RO 1 I I q�.�� oSST CP i l ,,,, _ _,._ L I I TF of cap-�Eo� -�- CP - .. - I I I F - o - I SL RO CP LL ��CP - _ � I 1 o LL SL CP r _ ♦ SL I 1 W TURF S ♦ I I I - G BR SEE TREE/GCNINE ♦ _ _ \ NNN MMH-- NMH / N NM 1 PLANTING PLAN ♦ �� SL I I %,/r� 1\�.� \ CN CP RO NM r----, �� I I I--�i CN _ _ _ NM LF SG RO NM - _ o LG i - i SL ♦ �� CP f I I - - ), LF � � __� -- ♦ SL I I 1 S _ nr CN ♦ / I I ,I� CN / \ LF L SL I NM/ I I / CP I_ CN rt / I I BLJ A NM NM � / 0 D- 'Ittr/•, hIJM / / I TURF HP I / CP C SEE TREE/GCNINE v. I , PLANTING PLAN NM FAY JY / r -1 \ j " DEPTH P A GRAVEL OV R = "P I NNII I I I BR U� . . 20 MIL VIS UEEN (TYPICA I I I I i + ESL I __ _ BR I I / OP NM i - I AUj NM O t rl I I SG I I ( I l l ILF I I, f SL SL I II r I I NM = DW v D ° M i i I li I ROII \ D BA .� v D I i I II I r RO ° ° I I I Ij I I D D ( f Ik-F 1 I I I CP RO �F SIG ® wrd v I I I I i I SL \ I RO YLF TM z o v . D v D ° I i AC LF SG SL 0 / RO I I I 1 D D D `� r1--�1 I I I u IF ° i I ii I I RO , D SL ncP �L� W M yy X D 117 11 1 J v SL CP M I Z �,,,• o wee I "' r►L 2 D ° ° 00 D -- �W 1 I f 11�� Cp D ° U en .--I LOT 79 PAY I I I I " DEPTH PEA GRAVEL o ►� W p M PLAN 3 I I i I I ° ° - 0 MIL VISQUEEN (TYPI AL µ�� O P4 C,4 O v /y� D � � h+i I CP f I i I CPI � aeEwr ROOM �� . . W C1 surr>< LL B I II i \t I ''I %II I D : Ivr0*N ° Do H > `...� s ° I; Ii 311 BERMIj G NM ° L - IOM-�--�I U � U ( D I CP 11 x wu h••�•1 � N 0 �-+ Q 1�i I I P4 Z c) 0 D' ° +2. NM 111 I I i jl I D o � RY � � .. D 1 I I I . 0 I a ° �TItY BATH v g NM 11 I I I o ° 00 I'S1 C ? r I 1 I I I l l I I 1 ILL I D D • D I jL J t l I I I i I 0. FOY13t • ® ® I ° 0 C 0 iL �M Iii I I I 40 11 I I e®RM.sUl'Iti< BATH G D u I I SG �tA13 V. 1•FS I �I I I i i BR ----i j " v v i 1I D I 1 ee ' �i I I I I i 3:1 BERMING lC D LR I I I CN %_ I iI I I I aovat® AA evtxY e®RM 2 _ 01110 / rllliri I t I _ _ _j DW �� -- Li1�, +1 ACM- HP 1 I 12_ 1 CC ��i,HP� ''i,/I111��`l� I I I I SL SL 1� -` �� BR y C l 11II/ki _ .`tulu�i - SL lll�� I I I I I ` dN LjvV Si- N I //// EG I� C'r•� G -- _ f - _ 00 -NM tr-"1 IL V 2 -- --------- -- CC- --- ----- -'�i - -- BR 00 ' 7-1 -- - TE 1 PROJEC _ t ---------------- TREE LOCATI - ---- ------- ----- _ rTfi TEMPORA - BE REMOV ... O CONVERSION OF MODEL COMPL f O TO PRIVATE OWNERSHIP 36" SETBACK FROM HARDSCAPE C 1QlATIR SERVICE LINE AND METER G R N I DRIVE ^ _ SEWER LINE(TYP.) � �•--"t � 1 , E...1 �./ SHRUB PLANTING LEGEND: PD Size Spacing Reference Symbol Botanical NamdQpnmon Name CPD size Spacing Reference Symbol Botanical Name/Common Name CPD Size Spacing Reference Symbol Botanical NarnelCommon Name C Pa 9 SY N DETAIL D Bougainvillea s. "Rosenka" DETAIL'D' Leucophyllum laevigatum DETAIL'D' _° silk, �0= Dasylirion whealerl ' ' lei ✓ M(0.5) 5 GAL. PER PLAN LL M(0.5 15 GAL.�ER PLA = DW L(0.2) 15 GAL. PLAN SHEET L-18 Chihuahuan Rain Sae SHEET L-18 %,,, �� Desert Spoon L I IPER SHEET L-18 Bougainvillea S g I I nm g I I IUI III " DETAIL'D' Leuco Ilum frutescens DETAIL'D' Echinocactue prusonll " DETAIL'D' BTF Bougainvillea s. "Temple of Flre M(0.5) 5 GAL. PER PLAN LF Icy M(0.5 15 GAL. ER PLA EG L{0.2)I 15 GAL.jP11PLANTSHEET L-18 Texas Ra r SHEET L-18 Golden Barrel CactusSHEET L-18a Bo alnvllle II � Bougainvillea s. "Raspberry Ice" DETAIL-9 Nolina microcarpa DETAIL'D' * S Foquieria splarWens L 0.2 24"BX. PER PLAN DETAIL'D' W W sRl g p ry I- M(0.5) 5 GAL. PLAN NM L(0.2) 15 GAL.�PER P F� h+� SHEET L 18 0 Bear Grass SHEET L-18 ' Ocotillo I { )I I I SHEET L-18 O Bougainvillea o I I gIPERI II I 101 � I Bougainvillea s. "La Jolla" DETAIL D R� Rosmarinus officinalis Prostratus M 0.5 5 GAL. ER P DETAIL D ; HP ; Hesperaloe pro L{0.2) 15 GAL. PER PLAN - V111 S M 0.5 5 GAL. PLAN _ Prostrate Rosemary { ) �, .' . { ) SHEET L-18 -, Red Yucca I I I I SHEET L 18 DETAIL-D' Bougainvillea SHEET L 18 ry � I I Bou a � I gIPERI I I ® I I f �I I Convolvulus cneorum DETAIL'D' Salvia greggii U DETAIL'D' Opuntia basilMie I I I DETAIL'D' CC ��. M(0.5) 5 GAL. PER PLAN SG M{0.5) 5 GAL. ER PLA ( I L(0.2) 15 GAL. PER PLAN " I h Morning Glory SHEET L-18 Autumn Sage I SHEET L-18 I I Beavertail Cato SHEET L-18 ` p Bus g ry I I I I C? � I � Senna nemophylla DETAIL'D' Salvia leucantha I DETAIL'D' A SHRUBS WILL BE PLANTED AT A MINIMUM OF T AWAY FROM ALL HARDSCAPE, RECEIVED CN '� L(0.2) 15 GAL. PLAN SL �M(0.5� 5 GAL. ER PLA� I BUILDINGS,AND WALL. N F.R Feathery Cassia IPER I SHEET L-18 I I I Mexican Bush Sage I SHEET L-18 101 I I � '•: Hybrid Bermuda-"Tifgreen -328" , TURF :,.. •• SOD I I H(0.7) DETAIL'D' Agave americans DETAIL'D' Sodded Grass I \ C Calliandra califomica UM(0.3) 15 GAL. PER PLAN AA _ g L(0.2) 15 GAL. ER PLA H A Baja Fairy Duster SHEET L-18 Century Plant I I SHEET L-18 " compacted to a 2"depth J rY I I I I ult I 318 menus 11 /o fines) p p II ( I O I All shrub Kc nFPARTMENT DETAIL'D' _ Agave vilmoriniana DETAIL'D' ROCK planting 'Desert Gold" I PUBLIC WOR Lantana m. Gold Mound 9 Lan v M 0.5 5 GAL. PLAN AV = L(0.2) 15 GAL. ER PLA { ) Octu us A ave SHEET L-18 " ��" " CITY of PP.1_r� u��=RT ® Trailing Lantana SHEET L-18 p g I -4 ache Brown River Rock g IPER 3 A ROCK I These plans haw been rtwlewed by tlu Coachella Valley Wales District in A DETAIL'D' Butia capitata DETAIL'D' I Larrea tridentadaaccordance with water code Title 7,Division 1,Chapter 3,Article 10.8,Section LT L(0.5) 15 GAL, PER PLAN Bc 6 bth ER PLA - Creosote Bush SHEET L-18 Pindo Palm �M(O.2i IPSHEET L-18 85597 et seq.rtequlrirq efAcbnt landscape and Irigatlon design in cooperotlon I24" 42"DIA. BOULDERS /� 'CALICO" with the local governing agency(City or County) Caesalpinia pulcherrima �:- DETAIL'D' •Approval of this drawing by CVWD Staff does not constitute approval to CP IM(0.5)115 GAL.�ER PLAN I Install per sizing key: encroach into district and USSR Rights of way. Trees,plants,wells and Red Bird of Paradise I SHEET L-18 CVWD A=24"dia.x 24"ht., B=30"dia.x 30" ht., C=36" dia.x 36"ht., D=42"dia.x 36"ht. permanent structures or Brig kind may not be planted or instilled in encroachment and USER easements or right-of-way without first obtaining an encroachment permit from CVWD. cG Caesalpinia gillesii M(0.5) 15 GAL. ER PLA DETAIL'D' Yellow Bird of Paradise ( SHEET L-18 I Note: DATE I I installed In box for relocation at later date. WATER MANAGEMENT SUPERVISOR II parking lot trees to be A p g Rock Mulch Available Through: KRC Rock DEVELOPMENT SERVICES SUPERV180Ft 11655 Woodside Ave. NORTH , Lakeside, California Underground Service Alert 619.443.8153 e= ycr, www.krcrock.00m �� °% Call: TOLL FREE 1-800 SHEET NOTE: THERE SHALL BE NO TREE PLANTING 4Z2-4133 IN CVWD EASEMENTS OR RIGHT-OF-WAYS 0' 4' 8' 16' (TWO WORKING DAYS BEFORE YOU DIG) L- 1 NOTE: SECTION 4216/4217 OF THE GOVERNMENT CODE 1. SHRUBS SHALL BE PLANTED A MINIMUM OF 36" REQUIRES A DIG ALERT IDENTIFICATION NUMBER OF 19 SHEETS a AWAY FROM ALL HARDSCAPE,WALLS AND BUILDINGS BE ISSUED BEFORE A PIG AL TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION 2. TREES SHALL BE PLANTED A MINIMUM OF 5'AWAY NORTH SCALE: 1/8" = 1'-0" NUMBER CALL UNDERGROUND SERVICE ALERT. FROM ALL HARDSCAPE,WALLS,AND BUILDINGS SHRUB PLANTING PLAN :�' , 1 . 1 vI> D I � ° D CN rah ° D ° ° D ° ° CN o ° ti D D D° vC7 p D NM NM ~`y J -P'tJD4�t' VILAQO ° �° p p CN L.I CP p r ti v NM �. =, p o D ° D v CN /^\ L J LT CP �'' o * EX * 1 ° / \-�� p ° v ° ° Lam/ LT -- NM \` CP ° ° D v D D F � LJ 1 / M SG ° D r i LR IF SG oao0�� R``+� Dv / J B�T ° O W D '+•.r ° v.° Fri V CP ° ° ° / LR /,- U � M ° ° I LT o CID / LR I - - �•eh - L! SG A E �\ \ \ SG- ° D D o D v ° ° LT ,/ SG \ \ SG - i 't LT LT ~'••. O L u. ° ° LT /�---1 �Tltll- ----- G r� CP .. --- c� ,In v 0 i O ❑ B CN i v p v ��w l r r/, x,.pCN CN D)N LL D V p D CN /�'/Sltl�\``\\ '� SL AA = C CP SLL J ~ !` _ W J D D D v ❑ ij SL TURF i---i SL '''/,I t i SEE TREE GCNINE i LL ` J W r � / LL i i C CP SL PLANTING PLAN G `' .r, U co L1J CW L--- CID ! r ~ W V. / 36" SETBACK FROM HARDSCAPE Q "rLd ° ° D p LF i LL SL = C co AA i i L--- C BTF �. . _ q D D VD v / �'�,rnl�`` CP C / C LG LL was • i I BST LL v ° . p D v o ° LF LR CN SL 0 BST G LL CP . LL o B3T D °� V D D LF , , LR CG G C� LG BST R( ° J / LR CP C D. v / "a. BST ° D ° ' LF LL CN CG F C SL w M 0 ° i rM C = DW - SL W o0 t, LF !-�-! I en o ° D CN i �� ° ? %,,� S CN CG D NM Z p M D / Oix � (V ,- , il ° IF ° 2" D PEA GRAVEL OVER v v SG NO �T P'W ° D V. 1RY O v ° CN / CC CC CN 20 MIL VISA TYPICAL) _ NM 4 W t� 0 LF v 0 . p ^logr CN r— � 7 ° V D % CC ``\\III///,� .v o o O /�+ • e ° CN / HP LF D , Al. eA D LJ N0 W p r B*F \,`'� v CN �j C ~ O (:D BTF % -'��rrm��\ ® ® p ° V 00 P-t v ; G G ---i ° . i Fly D l 0 V I -fF} I D y CN Q ---- LF ter► a ° D BTF w,}, ° LF _ 8 It RO C i a CP Ro /%�/ , ='\Dw�' LOT 81 y o v o D D O / \\pW LR Cr� PLAN 1 w p r 'I ° C> - ,. Qqk � SALES C CRC TEMPORARY SIDEWALK-TO BE _ C ///j CONVERSION OF MODEL COMP TO PRIVATE OWNERSHIP / M 3 D y Y Fo Btf°- ` / � BTF ° CC p // S So 3:1 BERMING /j// G C,p D D D LAE# tytill r--� / 1 BTF C L W �-� C s DW — CC — / / i7f 2 CRY D g SG / I `�� // B/TF O ' M r r D\ / / '// // _ LOT C C vV 41 %�_ qP / ///// / . P LOT 80 M _ PLAP - / L I PLAN 2 1 - DW DW HP \\\ttr//, - fit BTF t I SIG - 1� BTF Hil tl\: `*% / 1 6" SETBACK FROM A O L_ L C �1 "• - �\Ilia/,,, A • = EGLL- �\ Ott` �\ Ilr/,, j/ CL SIG A G SHRUB NTIN LEND: - // / / i/ / ////// I II ,,, - i ` '� W Reference bd Botanical Name/Common Name CPD Size Reference Symbol Botanical Name/Common Name CPD Size Spacing Reference — ////% ��//�/ / /// // __ CC AA — Symbol Botanical Name/Co on Name CPD Size Spaci — - _ m laevi atum _a�l " DETAIL'D' / // --, \Illr, - I = = "Rosenuco h Ilu IL'D' _ Dw = Dasylirion wheeled L .2 15 GA . PER PLAN `-•-. � ``\\ ',-" I Bougainvillea s. M 0.5 PER PLAN DETAIL'D LL P Y g M(0.5 15 GAL. ER PLA _ ( ) 1 Is ( ) SHEET L % Desert Spoon SHEET L-18 PROJECTED BOX SIZE _ BTF _ r Q % /' . /. / F•-� W j Bougainvillea SHEET L-18 O Chihu n Rain Sage -�r, ,Ir`` -• I l ' " ' ' cactus rusonii DETAIL'D' --�_ S I Z W ea s, "Temple of Firo" ETAIL'D' Leucophyllum s ER PLA DETAIL D eG Echino g (0,2) 15 L. PER PLAN TREE LOCATION -- BTF Bouga P M(0.5) GAL. PER PLAN LF M(0.5 15 GAL. SHEET L-18 O Go arrel Cactus SHEET L-18 W Bougainville SHE -18 Texas Ranger _ •- - g TEMP RARY SIDEW -..- CC n DETAIL'D' eFS Foquieriasplende L 0.2 2 BX. PER PLAN DETAIL'D' AT C NVERSION OF MODELC `'-�- pW'% ^ W Bougainvillea s. "Raspbe DETAIL'D' Nolina microcarpa L 5 GAL. ER PLA f { ) TO P IVATE OWNERSHIP - , O BRI Bougainvillea M(0.5) 5 GAL. PER PLA S L-18 Bear Grass ( SHEET L-18 Ocotillo SHEET L-18 DETAIL'D' Rosman fficinalis"Prostratus" DETAIL'D' `\\Ilrr/�''. Hesperaloe parvifolia L 0 2 PER PLAN DETAIL'D' IS Bougainvillea s. La Jolla M(0.5) L. PER PLAN o M(0.5) 5 GAL. ER PLA SH -18 HP ' Red Yucca { ) Bougainvillea SHEET L-18 Prostrate Ri ema //11110 SHEET L-18 •- DETAIL'D' Opuntia basilaris ,D, Convolvulus cneorum ETAIL D So Salvi gii (0.5) 5 GAL. ER PLA L(0. ) 15 GAL. PER PLAN o SHEET L-18 SEWER LINE(TYP.) � >- r- �8 c � pA,,, CC M(0.5) 5 GAL. PER PLAN SH -18 o Autumn Sage SHEET L-18 avertall Cactus Bush Morning Glory _ ��Ul-� g� Senna nemophylla DETAIL'D' Salvia leucantha DETAIL'D' CN L(0.2) 15 GAL, PER PLAN /M(0.5) 5 GAL. LA SHEET L-18 - o� II SHEET L-18 Mexican Bush Sage • 00 Feathery Cassia Hybrid Be a "Tifgr en-328" TURF "'� I SOD H(0.7) `` DETAI I Sodded Grass = A eve cane 0 Calliandre t:alifomica UM(0.3) 15 GAL. PER PLAN DETAIL'D' AA 9 L{0.2) 15 GAL. ER PLA 101 Baja Fairy Duster SHEET L-18 Century Plant SHEET L-18 „nv` All shrub 3/8 minus(11 /o fines) compacted to a 2"depth � � U o PUBLIC CI W(O PA DEPAF41MENT w �. DETAIL'D' ROCK planting reas "Desert Gold" ' Lantana m. "Gold Mound" DETAIL D Agave vilmoriniana ®G M(0.5) 5 GAL. JPER PLAN = Av - L(0.2) 15 GAL. ER PLA SHEET L-18 Trailing Lantana SHEET L-18 %,,��.� Octupus Agave 3"-4" "Apache Brown"River Rock ROCK These plans have been reviewed•by the Coachella Valley Water Dlaria In A rn A U Larrea tridentada DETAIL'D' Butia Capitata DETAIL accordance with Water Code Title 7,Division 1,Chapter 3,Amide 10.6,salon I LT L(0.5) 15 GAL. PER PLAN BC /M(0.2) 6' bth ER PLA SHEET LAB "Approval 65597 et seq.requiring efficient landscape and Irrigation design In cooperation O Creosote Bush SHEET L-18 Pindo Palm 24"-42" DIA. BOULDERS with the local l governing agency(City or County) of this drewing by CVWD Staff does not constitute approval to ' Caesal inia ulcherrima DETAIL'D' "CALICO" perroachmanent into district and USBR Rights of Way. Trees,plants,wells and Cp P p M(0.5) 15 GAL. ER PLA Install per sizing key' permanent structures of any kind may not be planted or Installed In CVWD Red Bird of Paradise SHEET L-18 A=24"dia. x 24" ht., B=30"dia. x 30" hit., C=36"dia.x 36"ht., D=42"dia.x 36"ht. and USBR easements or righbof way without first obtaining an encroachment permit from CVWD. DATE WATER MANAGEMENT SUPERVISOR 15 GAL. �PER PLACaesalpinia gillesii DETAIL'D' Note:Yellow Bird of ParadiseSHEET L-18 ,All parklrr'glot trees to be insta)Jed in box for relocation at later date. DEVELOPMENT SERVICES M(0.5) SUPERVISOR Rock Mulch Available Through: KRC Rock ALL SHRUBS WILL BE PLANTED AT A MINIMUM OF 3 AWAY FROM ALL HARDSCAPE Underground Service Alert NORTH 11655 Woodside osidAve. BUILDINGS,AND WALLS/FENCES. Lakeside, CaliforniaC rn % Call: TOLL FREE 619.44 crock.t m __ 1-800 SHEET { 422-4133 NOTE: 0' 4' 8' 16, (TWO WORKING DAYS BEFORE YOU DIG) L- 1 THERE SHALL BE NO TREE PLANTING I SECTION 4A DIG A OF THE GOVERNMENT CODE N CVWD EASEMENTS OR RIGHT-OF-WAYS REQUIRES A DIG ALERT IDENTIFICATION NUMBER OF 19 SHEETS BE ISSUED BEFORE A"PERMIT TO EXCAVATE" 1. SHRUBS SHALL BE PLANTED A MINIMUM OF 36" _ WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION NOTE: NORTH SCALE: 1/8" - 1'-O" NUMBER CALL UNDERGROUND SERVICE ALERT. r AWAY FROM ALL HARDSCAPE,WALLS AND BUILDINGS 2. TREES SHALL BE PLANTED A MINIMUM OF 5'AWAY SHRUB PLANTING PLAN a j FROM ALL HARDSCAPE,WALLS,AND BUILDINGS i ti & z. a r� ;t2 w_ NOTE: INSTALL CONTROLLER PARKING LOT . MODEL PLAN 3 TREE 'fi PER MFG. PRINTED INSTRUCT- FLUSH ' Z9 4 -IN-TURF-AND k ZONE 4 HARDSCAPE,-1"-ABOVE-"F.G.,, IONS d PER LOCAL CODE. ' SH L BE DONE IN ACCORDANCE WITH ^.,' LOCATION TO BE REVIEWED 1. GENERAL ALL WORK AL ESTIMATED ANNUAL APPLIED WATER IN-GROUNDCOVER-AND . ESTIMATED ANNUAL APPLIED WATER USE 2-o min. SHRUBS. IN FIELD BY THE LANDSCAPE APPLICABLE CITY AND COUNTY CODES, AND THESE PLANS. FINISH GRADE BOX COLOR: Green in Turf / Tan In Planters ,'r ARCHITECT PRIOR TO , A. THE CONTRACTOR SHALL CAREFULLY REVIEW THE SITE AND SHRUB LOW - DRIP NBLER OR EMITTER CONSTRUCTION. PAINT CONDUIT VERIFY' ALL CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING SHRUB LOW - DRIP FINISH GRADE (in planter beds). E � � TO MATGI•-I ADJACENT SURFACE ETO X PF X LA X 0.62 / 148 / IE EAAWU ETO X PF X LA X 0.62 / 148 / IE EAAU.0 WITH ANY WORK UNDER THIS CONTRACT. II X 20 X 3,041.4 X 0b2 / 148 / 9O = 5210 " ` FINISHED ''' . THE CONTRACTOR SHALL CARRY ALL WORKERS 93.9 X 20 X 6132 X Iab2 / 148 / 90 10b® le INCH required eo wPPtF GRADE '�, WALL WALL MOUNT CONTROLLER LAB 5 E SHRUB AND TREE MODERATE- DRIP / BUBBLER length as required-10 Inch mh PU5LiC LIABILITY, AND PROPERTY DAMAGE INSURANCE AS _ ETO X PF X LA X 0.b2 / 149 / IE - EAAWU SHRUB AND TREE MODERATE- DRIP / 15U55LER ° REQUIRED BY OIU�IER = 81.84• ETO X PF X LA X 0b2 / 148 / IE E,d,AtUl ° CARBON,-ROUND,-PLASTIC LOGIC NUT 1 C. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS 939 X 50 X 2,031b X 0b2 / 148 / 90 93,9 X 50 X 408.9 X 0b2 / 148 / .90 11.61 � '' = VALVE-BOX,-MARKED-"G.v.", } 120 VOLT WIRE IN RIGID _J 0 AND PAY FOR SAME' MAXIMUM ANNUAL APPLIED WATER USE P.V.G.LATERAL LINE ° ON-LID. 2" HIGH, I/2 INCH I�sCHED.40 � ,,. :1.... a CONDUIT (PER LOCAL CODE) �C E"-�=''3�0,.+=' 2. SCOPE OF WOW - UNLESS OTHERWISE SPECIFIED, THE CONSTRUC- ETO X b0 X LA X 0b2 / 148 = MAAWU TURF HIC"�I-I - SPRAY _ � `` NATIVE SOIL/sue-6RADe ° COMMON WIRE/CONTROL WIRES ETO X PF X LA X 0b2 / 148 1 IE = EAA11U FULL PORT BALL VALVE 6"-PVC-CLASS ., SHALL INCLUDE THE FURNISH(NCrt, 939 X b0 X 5,019 X 0b2 / 148 = 231.18 0b2 / 148 / 15 = 922 " PER LEGEND o 0 0° LENGTH-AS-NECESSARY-FOR IN RIGID CONDUIT rF O TiON OF IRRIGATION SYSTEMS93 9 X 0.10 X 121 X INSTALLING AND TESTING OF ALL MAIN LINE, POINT OF GONNEC- ° Y• ��o ACCESS-TO-GATE-VALVE '7' OF CP�-� TION, LATERAL LINE, RISERS AND FITTINGS[ AND THE FURNISHING IF W. ° ESTIMATED ANNUAL APPLIED WATER USE TOTAL - 14054 MAXIMUM ANNUAL APPLIED WATER USE °,p .' FINISH GRADE AND INSTALLING OF SPRINKLER HEADS, AUTOMATIC CONTROLLERS, MAXIMUM ANNUAL APPLIED WATER USE TOTAL - 231.18 ETO X b0 X LA X Ob2 / 148 - MAAWIJ ° CONTROL WIRES (TO VALVES), ELECTRICAL CONTROL VALVES, ESTIMATED LANDSCAPE SQUARE FT. TOTAL - 5,019 93 9 X b0 X 1,149 X 0b2 / 148 - 53.65 3_ 194 j _ �=rr,,, �'b PRESSURE-MAINLINE OW PROTECTION EXCAVATION AND SACKFILL AND ALL OTHER _ 1 BACKED - % // // // // / * . , . \ \ \ \ \ of, / AND NOTES. _ 49 1-CU.FT. 3/4" DIA.-GRAVEL /\ \\ \\ \\ \\ ' ��•"w tp DIRECT AREU��BURiAL WIRING � WORK IN DANCE WITH THESE PLANS, DETAILSESTIMATED ANNUAL APPLIED WATER USE TOTAL 31. MODEL PLAN 1 MAXIMUM ANNUAL APPLIED WATER USE TOTAL - 53b5 2-SCH.-SCH. -FEMALE-ADAPTORS-ADAPTORS SWEEP ELLS AS R 2-SCH.-80-NIPPLES UMENT, THE CONTRACTOR SHALL FURNISH ALL LA50R, MATERIALS, EQUIP-PROPERTY, TRANSPORTATION AND PERFORM ALL OPERATIONS ZONE 4 ESTIMATED LANDSCAPE SQUARE FT. TOTAL - 1,149 TO ROUTE UNDERGROUND U D REQUIRED FOR A COMPLETE AND OPERABLE IRRIGATION SYSTEM AS (CORE HOLEE THROUGH UGH INDICATED ON, OR I REASONABLY IMPLIED 5Y THE DRAWINGS AND/OR ESTIMATED ANNUAL APPLIED WATER USE C TWO DEEP WATERING BUBBLERS FOR TREES IN SHRUB AREA. WALL I/2" DIA_ LARGER COMMON AREA T NOTES,(NCLUDED AS A PART OF THE IRRIGATION WORK, BUT NOT _ LIMITED BY IT, ARE THE FOLLOWING ITEMS: SHRUB LOW DRIP 4 THAN CONDUIT) ETO X PF X LA X Ob2 / 140 / IE = EAAWU A. INSTALL COMPLETE OPERABLE INDEPENDENT, AUTOMATIC, 939 X 20 X 822 X 0b2 / 148 / 90 = 1421 ESTIMATED ANNUAL APPLIED WATER USE VALVE ` , IRRIGATION SYSTEMS PER THE PLANS, DETAILS, LEGEND SHRUB AND TREE MODERATE- DRiP / BUBBLER D E E F THEE WATERING � 5AL L Y AL Y E A CONTROLLER AND NOTES. ETO X PF X LA X 0b2 / 140 / IE = EAAWU SHRUB LOW - DRIP G 5. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE 939 X 50 X 548 X 0.62 / 148 / 90 = 23b9 ETO X PF X LA X 0b2 / 148 / IE Is EAAWU ACTUATOR CONTRACTOR AS TO MATERIALS AND WORKMANSHIP, INCLUDING 93 9 X 20 X 1,464b X 0b2 / 148 / 90 = 2533 SETTLING OF BAGKFiLLED TRENCHES BELOW GRADE FORA TURF HIGH - SPRAY SHRI•UB AND TREE MODERATE- DRIP / BUI313LER FiNiSH GRADE PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ETO X PF X LA X 0b2 / 148 / IRE EAAWU ETO X PF X LA X 0b2 / 148 / IRE - EAAUJ�U •. •• ,••.••:•...•;, ;••::• ACCEPTANCE OF THE WORK. 93 9 X 0:i0 X 148 X 0�62 / 148 / :15 10.15 93.9 X 50 X 916 4 X 0.62 / 148 / .W 4221 MAXIMUM ANNUAL APPLIED WATER USE t.". ( WATER USE EMITTER / BUBBLER MIN \\�/ MAXIMUM ANNUAL APPLIED 3. THE LANDSCAPEARCHITECT SHALL DECIDE ALL QUESTIONS RE- ETO X .60 X LA X 0.62 / 148 MAAWU ETO X b0 X LA X 0b2 / 148 = MAAWU 12" / / ' LATIW3 TO INTERPRETATION OF THE DRAWIN�sB AND THE ACCEPT- 93 9 X b0 X 1,518 X 0b2 / 148 = 10 88 93,9 X b0 X 2,441 X Ob2 / 148 113 99 // ABLE FULFILLMENT OF THE CONTRACT. lollMiN. \ �" . `k, . ANTi-SiIPHON VALVE TOTAL 48b5 DRIP LATERAL 4. PIPING BNOWPI ON THE PLANE 16 ESSENTIALLY DIAGRAMMATIC. ESTIMATED ANNUAL APPLIED WATER USE - ESTIMATED ANNUAL APPLIED WATER USE TOTAL - 6154 MAXIMUM ANNUAL APPLIED WATER USE TOTAL - 10.88 MIN. - n,:'::•' ::t'`. TAPE CONTROL WIRE TO MAX '•:�'.' BACIGF I L L CONTRACTOR SHALL ROUTE PIPING t0 AVOID CONFLICT WITH ESTIMATED LANDSCAPE SQUARE FT. TOTAL - 1�10 MAXIMUM ANNUAL APPLIED WATER USE TOTAL -113.99 { STATIONARY ELEME NTS AND IN SUCH A MANNER AS t0 CONFORM ESTIMATED LANDSCAPE SQUARE FT. TOTAL - 2,441 3" MIN O ' .r SCH E PIPE FINISH GRADE �•��`��`• VALVE SIZE ,I WITH THE VARIOUS DETAILS. •,'•;r SPRINKLER LATERAL DRIP 5. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM MODEL PLAN 4 ASSEMBLY MODEL PLAN 2 L�?w 'i : :'ti p�,,:r`�±�t+'�, ''q;»,.:��:+,Sv •h �fA;°~ti.•+; DECOMPOSED GRANITE ~ DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS ZONE 4 M r� �� •,� .„5 :+ 4 ` At HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING 5Y ZONE 4 '��"'1«• �tv��J �' '"� s.+� "' �""' "''��," 'v PER PLANTING LEGEND MAIN SUPPLY LINE ,��/ 12 MIN. NATIVE SOIL THE 0jilIER. ESTIMATED ANNUAL APPLIED WATER USE ESTIMATED ANNUAL APPLIED WATER USE CLASS 200 PVC LATERAL r� I 6.EXTREME CARE SHALL 5E EXERCISED IN EXCAVATING AND WORKING 12 INCH SCHEDULE 80 PVC RISER LINE WITH MINIMUM 12 COVER w M SHRUB LOW - DRIP 2 - 1/2 INCH MARLEX i NEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE SHRU5 LOW _ DRY, _ LOCATION AND CONDITION OF ALL UTILITIES AND BE RESF'O►`IS18L1= ETO X PF X LA X 0b2 / 148 / IRE EAAWU MAINTAIN 3 INCHES ABOVE J M 1 ETO X PF X LA X 0b2 / 148 / IRE EAAWU 939 X 20 X 1,180Z X Ob2 / 148 / 90 = 1653 STREET ELLS FINISH GRADE CONTROL AND NOTE: CONTROL AND NEUTRAL FOR ANY DAMAGE. UTILITIES PLANS MAY 131E 05TAINED FROM OILIER. 939 X .20 X 691.6 X Ob2 / 148 / 90 = 12.06 NAPE L CONDUCTORS CONDUCTORS SHALL BE SHRUB AND TREE MODERATE- DRIP / BUBBLER TAPE < BUNDLE TO INSTALLED WITH A \ \ \ \\\�j`' w kiii t MAINLINE 9 20'O.C_ MINIMUM OF 18" EARTH COVER / /\/ //\//\' M ' THE PREMISES CLEAN AND FREE OF SHRUB AND TREE MODERATE- DRIP / 5U155LER ETO X PF X LA X 0.162 / 148 / IE = EAAWU \�. /\�/\� ,--t 1. THE CONTRACTOR SHALL KEEP EXCESS EQUiPi'1ENT, MATERIALS AND RUBBISH INCIDENTAL TO HiS ETO X PF X LA X 0b2 / 148 / IE = EAAWU 93.9 X 50 X 1868 X Ob2 / 148 / 90 34.02 ce ,��/� �\`\ �� / WOE 93 9 X 50 X 4652 X 0b2 / 148 / 9O = 20.11 _ �` �` y O N O TURF HIGH SPRAY PVC TEE SCH. 40 L NE DRIP LATERAL LINE 8" MIN. CONTROLLER TO 01-1 � 8" IRRIGATION DESIGN iS BASED ON 10 PSi OPERATING WATER PRESSURE MAXIMUM ANNUAL APPLIED WATER USE ETO X PF X LA X 0b2 / 148 / IRE EAAWU OR ELBOW W AT 14 GPM. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO CONSTRUC- ETO X b0 X LA X 0b2 / 148 MAAWU 93.9 X 0.10 X 1,132 X 0b2 / 148 / .15 = 8223 LINE SIZE SCH. 40 PVC LATERAL ADAPT TO MAiN O U TIONt SHOULD A DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT 939 X b0 X 1,163 X 0.62 / 148 = 5431 MAXIMUM ANNUAL APPLIED WATER USE LINE PRIOR TO BEGINNING CONSTRUCTION. ETO X b0 X LA X 0.62 / 148 MAAWU I-� N O z OTHERS. CONTRACTOR ESTIMATED ANNUAL APPLIED WATER USE TOTAL - 32JI a X bO X 3,099 X 0b2 / 148 14411 VALVE , ` E � SHALL 5E RESPONSIBLE FOR MAKING ALL CONNECTIONS INTO WATER S. WATER METER SHALL BE INSTALLED 5Y MAXIMUM ANNUAL APPLIED WATER USE TOTAL DR IF iF EMITTER E TRENCHING � D '�i F Y AL Y r'T w O ~ x ESTIMATED LANDSCAPE SQUARE FT. TOTAL - IJ63 SERVICE LINE AS CALLED FOR ON THESE PLANS. ESTIMATED ANNUAL APPLIED WATER USE TOTAL - 132.18 O MAXIMUM ANNUAL APPLIED WATER USE TOTAL - 144.11 U 00 10. THE CONTRACTOR SHALL INSTALL ANTI-SiPHON VALVES AND ATMOSPHERIC ESTIMATED LANDSCAPE SQUARE FT. TOTAL - 3JO99 -1 SOLENOID VACUUM BREAKERS PER PLANS TO MEET ALL APPL ICA5LE CODES. NOTE: INSTALL ANTI- SIPHON 11. IRRIGATION CONTRACTOR SHALL 5E RESPON515LE FOR CONNECTING 120 1 VOLT SERVICE TO THE CONTROLLER, ELECTRICAL POlI1ER SOURCE WILL O FINISH GRADE/TOP OF MULCH 2 VALVE 6 ' L ABOVE HIGHEST HEAD � 5E PROVIDED 5Y THE OWNER WITH A JUNCTION BOX At THE CONTROLLER 2 PER LOCAL CODE LOCATION AS SHOttJ�l ON THE PLAN. 2O POP-UP SPRAY SPRINKLER L 3 12. ALL CONTROL WIRE SHALL BE SOLID COPPER PLASTIC INSULATED, OF O 1/2-INCH MARLEX STREET ANTI-SIPHON VALVE DIRECT 5URIAL WIRE. ALL COMMON WiRF SHALL 5E All 012 WHITE* WATER CONSERVATION CONCEPT STATEMENT ELLS) 4 TAPE CONTROL WIRE TO ALL PILOT WIRE SHALL 5E AWG +M4,RED OR BLACK 3 O PVC LATERAL PIPE 5 UNDER RAVINGS SHALL 5 GALV. NIPPLE 13. ALL CONTROL WIRE AND IRRIGATION LINE RUN DE 5� PVC SCH 80 RISERS I SLEEVES. 10 MIN LENGTH SGH 80 PVG NIPPLE - VALVE BE ENCASED IN SGH.40 PVC, PPE 3 6" MIN. SIZE, LENGTH AS REQUIRED Project Site: ESi'ERANZA - MODELS Tract or Parcel Number: TRACT 31836-1 6O PVC SCH 40 TEE OR ELL 6 FINISH GRADE 14. FINAL LOCATION OF CONTROL VALVES SHALL 5E REVIEWED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE_ 7 15. ALL 5RASS OR GALVANIZED CONNECTIONS SHALL 5E COATED WiTH TEFLON Project location: CAL11=0WiA DRIVE TAPE OR LED-LU5E JOINT COMPOUND (OR EQUAL). ALL PVC THREADED ` A WITH TEFLON TAPE. r/ Contractor: TANTS 12" SCH. 40 PLATED a CONNECTIONS SHALL BE COATED Landscape Architect/Irrigation Designer/ Go JF DESIGN CONSUL ,INC. is MIN. ADAPT TO LATERAL ib. ALL PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH SOLVENT- 4 5 3 6 LINE WELD MATERIALS AS RECOMMENDED 5Y THE PIPE MANUFACTURER Included in this project submital package are: (Check to indicate completion) SOLVENT-WELD PRIMER SHALL 5E AP 1. SLIP BASE SOCKET OVER END OF WIRES PLIED At ALL CONNECTIONS. CONTROL WIRE TO CONTROLLER � � 00 11. UPON COMPLETION OF THE PROJECT, CONTRACTOR TO TURN OVER TO X i. Maximum Annual Applied Water allowance: INSTALL LAWN SPRAY POP-UP SPRINKLERS 18" FROM WALKWAYS (TYPICAL) 2.3. APPLY Y SERES ALER ER TOR OUTSIDE" FROM SEALING PLUGNIST ANDTFILLTHERCAVITY WITH SEALER SCH. 40 PVC LATERAL e INSTALL LAWN SPRAY POP-UP SPRINKLERS 18' FROM CURBS AND PARKING (TYPICAL) �./ �� OWNER Conventional Landscape: 644:12 100 cubic Feet/year 4. PUT CRIMP END OVER WIRE ENDS - CRIMP SLEEVE AND CUT OFF EXCESS WIRE ADAPT TO MAIN M VERIFY WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 5. PULL BASE SOCKET OVER END OF WIRES AS FAR AS POSSIBLE L INE + Recreational Turfgrass Landscape: N/A 100 cubic feet/yard (if applicable) 6. PUSH SEALING PLUG INTO BASE SOCKET A. A CONTROLLER CHART FOR EACH CONTROLLER Maximum Annual Applied Water Allowance: 644.12 Imo cubic feet/ ear 7. PUSH WIRES TO END OF BASE SOCKET TO INSURE COMPLETE SEALING OF CONNECTION r.. y 8. COMPLETED WATERPROOF WIRE CONNECTION 8. 2 KEYS FOR EACH CONTROLLER. X 2. Estimated Annual Applied Water Use by Hydrozone: W I�E C®NNE�.T I O�1 Turfgrass Hydrozones: 12a?2 100 cubic feet/year 6 TU POD'-'PO -UP ..� E�C H SPECIFIED. Recreational Turf grass Hydrozones: WA 100 cubic feet/year C) D. 4 OF EACH SPRINKLER READ g y � O � - t Very Low Plan Hydrozones: WA 100 cubic feet/year 18. CONTROLLER CHART UPON FINAL COMPLETION OF THE PROJECT, PROVIDE ONE CHART PER EA CH CONTROLLER INSTALLED. Low Plant Hydrozones: 131.43 100 cubic feet/year AN Medium Plant Hydrozones: 225B4 100 cubic feet/year i� �"� � l HA T IS TO BE A REDUCED' COPY OF THE IRRIGATION PL cubic feet/ ear F� 00 A. THE C R High Plant Hydrozones: WA 100 cu y 2 (A 5LACK LINE PRINT REDUCED t0 THE MAXIMUM SIZE THE 11 1 CONTROLLER DOOR WiLL ALLOW, COLORED WiTH A DIFFERENT COLOR Water Features: WA 100 cubic feet/year 8 9 FOR EACH VALVE STATION). Other: WA WA 100 cubic feet/year ll V O U UU 5• WHEN COMPLETED AND REVIEWED, THE CHART SHALL 5E HERMATICALLY Estimated Annual Total Applied Water use: 45%M 100 cubic feet/year .,, A PLASTIC AND X X X SEALED BETWEL a TWO (2) PIECES OF 20 MIL CLEAR PL TO GULATIONS PER METER ABOVE: REFER GAL x x x �� x x x �lj U U U MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR USING VELGRO X A X x x x x x .� z TAPE OR EQUAL. 3. EATAWU < MAAW F-+ x x x x x x x 1. HOUSE SERVICE PIPING x X x x x x x x x � X 4. Landscape Design Plan 2. ROUND PLASTIC VALVE 50X x x x X x x x x X Irrigation Design Plan LID SHALL 5E TAN IN SHRUB AREA x X x x X X x X X X X F---� U U S g g OR GREEN TURF AREA. 6. Grading Design Y n Plan TOP MAW, IRRIGATION BALL x x x x x x x x X F- U , WA ALYE x x x x x X X X x ice\ x x x x x x x WA 1. Boil Chemical Analysis (optional) 3. BALL VALVE (FULL PORT). LINE SIZE. x X X X X " 4. PEA GRAVEL (MiN. 2 CU. FT.) DRIPDescription of Project: (Briefly describe the planning and design actions that are intended to S. MINIMUM 1 PiP'E SiZE LARGER THAN MANTENANCI= achieve conservation and efficiency in water use.): METER AND 5ACKFLOW SIZE. THE IRRIGATION CONTRACTOR SHALL 5E EXPERIENCED IN THE INSTALLATION, OPERATION AND OF DRIP IRRIGATION EQUIPMENT. ANY QUESTIONS OR INADEQUACIES ON THE PART OF THE CONTRACTOR SHALL THE IRRIGATION SYSTEM IS DESIGNED FOR EffICIENT 'F�1AN.;L WITH CONSE :YA+TiON N MiND, z o BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO ANY INSTALLATION. 6. SCH , PVC PIPING. ' THE SPRAY SYSTEM iS DESKS FOR ADEQUATE COVERAGE FOR THE WARM SEASON 1L1RF AREAS ` � M� AND DRIP / BUBBLER SYSTEMS PROVIDE DIRECT WATER TO THE SHRUBS AND TREES. 1. CURB, WALK, ETC. U INSTALL ALL EQUIPMENT AS SHOWN ON THE PLAN AND DETAILS. THE CONTRACTOR SHALL 5E RESPONSIBLE t0 CA � u COMPLY WITH ALL LOCAL REQUIREMENTS FOR DRiP EQUIPMENT AND INSTALLATION. � O Date: 4/3/ Prepared by: JOSS A ESTRADA 8. EXISTING WATER METER t A TO BE PLACED WITHIN THE DRIP LINE OF THE PLANT OF HALFWAY 5ETWEEN THE 9_ METER 8O� 10 6 12 3 12 ALL EMITTER OUTLETS a RE PLANTS STALK OR TRUNK AND THE OUTER EDGE OF ITS' FOLIAGE. LARGE PLANTS REQUIRINI3 MULTI-OUTLETS ARE TO 5E EVENLY SPACED AROUND THE DRIP LINE_ A a I®. SCH 40 COMPRESSION TEE OR •� INSTALLED WITH AN APPROVED MANUAL DRAIN VALVE AT THE END OF EACH PVC SST TEE ALL LATERAL LINES ARE TO 5E AL ., • 5 H H RUN ALL PIPING SHALL BE FLUSHED CLEAN PRIOR TO THE INSTALLATION OF EMITTERS AND END DRAIN VALVES. 11. P�O�G. t0 HOUSE SERVICE LINE. d Q U ALL D ISTRiB ITiON TU51NG SHALL 5E FLUSHED CLEAN PRIOR TO INSTALLING 5UG CAPS. 12. PVC MALE ADAPTER BOTH These plans have been reviewed'by the Coachella Valley Water District in Q cn Q U o IQ o accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section K1 z ALL EQUIPMENT AND DISTRIBUTION PORTS ARE TO 5E INSPECTED ON A REGULAR BASS TO ENSURE PROPER SIDES OF BALL VALVE. S IGTION IN EMITTER FLOW SHALL BE ANALYZED FOR CAUSE AND REPAIRED 65597 et seq.requiring efficient landscape and irrigation design cooperation � ��in OPERATION. ANY � TR with the local governing agency(City or County) IMMEDIATELY_ ALL FILTER SCREENS ARE TO BE INSPECTED AT I WEEK AFTER INSTALLATION FOR DEBRIS *Approval c this drawing in CVWD Staff dotplan not constitute approval to ;o FUTURE MAINTENANCE SGHEDLILE ACCORDINGLY. encroach into district and USER Rights of Way. Trees,plants,walls and BUILD UP AND DETERMINE FU RE permanent structures of any kind may not be planted or installed in CVWD and USER easements or right-of-way without first obtaining an encroachment permit from CVWD. '- DATE WATER MANAGEMENT SUPERVISOR N DEVELOPMENT SERVICES SUPERVISOR Underground Service Alert NORTHCA H H rig r`n Call:1$00 OLL FREE SHEET H H � 422-4133 H C) 01 4 81 16 (I WO WORKING DAYS BEFORE YOU DIGL- 1 6 ) • 3y�. vn r SECTION 421614217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER OF 19 SHEETS BE ISSUED BEFORE A"PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION NC�R'TH" V-0" NUMBER CALL UNDERGROUND SERVICE ALERT {� ilDENT1,41E iRRiGATION POiNT O� CONNECTiON IRRIGATION DETAILS ' PUBLICCITY OF PALM DESERT LN I ,-.0•- 1 ,✓ { 10 - / 7T, - �x 1,I 11 I I 1, I 11 . , �Y , I ."4 11,I II(r",,.., qqY i ke i:du�:*'i 9' yX.3?.'x ma Yn �Z j. 17 a4I��.e '" 1: ',v - PART 3 EXECUTION �.�I: �. I. INSPECTION ON � }PdE P}i�fi - � IRRIGATION C. CONTROLLER CHARTS -7. ALL PVC PIPE MUST BEAR THE FOLLOWING MARKINGS: 2-P'v�6-i'd6�Pd PRE55'- 1. "° A. MANUFACTURER'S NAME. PART I GENERAL AS-BUILT DRAWINGS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT B. NOMINAL PIPE SIZE. A. 51TE CONDITIONS A66 EEXf2GSF= � ON &RAPE AIGN FRE r�� ,�L,NE FI I BE RE 91 0, ,2• TEST ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE OF 125 �'.' __ BEFORE CONTROLLER CHARTS ARE PREPARED. G. SCHEDULE OR CLASS. -P`946 U R€S'S W PIP_ ( ROl/+kPh1=FPE). PIN TO 5L;6PE EIVER FOUR 649 F^^T POUNDS PER SQUARE INCH (1-51), AND PROVE WATERTIGHT FOR A PERIOD D. PRESSURE RATING IN P.S.I. L ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL -1?49'ERa.e1A�S 51N6, 0.-4 REINFOR6446 STEEL: BENT INTO A 1 lAIRPIN G;1,A,P2 OF SIX (6) HOURS. SUBMIT WRITTEN VERIFICATION OF PRESSURE I. SCOPE 2. PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED. E. NSF (NATIONAL SANITATION FOUNDATION) APPROVAL. CHECK AND VERIFY ALL SIZE DIMENSIONS AND RECEIVE LANDSCAPE �A 11"CI'f9 19RIYEN INTO SLOP A67E AA_MINIMUM OF E16 TEEN n�;{,& lr=S TEST PA551N6 TO THE CITY LANDSCAPE ARCHITECT AND OWNER PRIOR TO F. DATE OF EXTRUSION. ARCHITECT'S APPROVAL PRIOR TO PROCEEDING WITH THE WORK UNDER THIS FINAL 516N OFF, \,ANDSC4�r THE LANDSCAPE CONTRACTOR SHALL FURNISH MATERIALS AND PERFORM S. THE CHART SHALL SHOW THE AREA CONTROLLED BY THE AUTOMATIC SECTION. S �R otutto. ti LABOR REQUIRED TO EXECUTE TH15 WORK AS INDICATED ON THE DRAWINGS, CONTROLLER AND SHALL BE THE MAXIMUM SIZE WHICH THE CONTROLLER C. PVC, NON-PRE55URE LATERAL LINE PIPING 2. EXER015E EXTREME CARE IN EXCAVATION AND WORKING NEAR EXISTING 3. NOTE: TESTING OF FRE55URE MAIN LINES SHALL OCCUR PRIOR TO c`;= . 4' , , A5 SPECIFIED, AND AS NECESSARY TO COMPLETE THE CONTRACT, INCLUDING, DOOR WILL ALLOW. UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMA6E5 TO INSTALLATION OF ELECTRIC CONTROL VALVES. -� 0 BUT NOT LIMITED TO, THESE MAJOR ITEMS: 1. NON-PRE55URE (BURIED) LATERAL LINE PIPING SHALL BE PVC, CLASS 200 UTILITIES WHICH ARE CAUSED BY HI5 OPERATIONS OR NEGLECT. CHECKAL6 BE q�� -4. 14E 6H �� T^ BE REPOSED AS-B�� WITH SOLVENT-WELD JOINTS. ON-GRADE NON-PRE55URE LATERAL LINE D * �S!-�' * EXISTING UTILITY DRAWINGS FOR EXISTING UTILITY LOCATIONS. 3. ALL PIPING UNDER PAVED AREAS SHALL BE TESTED UNDER HYDROSTATIC °^°•°"�'° A. AGENCY REQUIREMENTS =*9TEM. HGiAIE ��R E E\94E�T66��G�RS �dCE15 *1. _ GALL DIG ALERT. PRESSURE OF 150 POUNDS PER SQUARE INCH (PSI) AND PROVED WATERTIGHT -�,� �_ � SHALL BE PVC, UV RESISTANT PIPE (BROWNLINE). _ �p� _ [��A EAT LE iAI1.1EN�� EP A IAIIN IC, RE9 li'EP IT 91-1 AT-1 4,66 BE El`1=AR&MP O A 91ZE S L"�TiO F` 6 b'�PIPE 5LEEYI iL7-T'�E PEFU 1ITTE19 A T CONFORM TO REQUIREMENTS OF THE REGULATORY AGENCY. $}�,,••1 ._��.gL�ELT-r A r�A al C ��D'��LTi�^-1-r-.J 3. COORDINATE INSTALLATION OF SPRINKLER IRRIGATION MATERIALS, PRIOR TO PAVING. rf OF CAS-�F�� CEAGAD'L-� 2. PIPE SHALL BE MADE FROM N5F APPROVED, TYPE I, GRADE I PVG INCLUDING PIPE, 50 THERE SHALL BE NO INTERFERENCE WITH UTILITIES OR B. CODES €. T!{€ GWART rakALL BE A BLACKWNE OR al UE INE GZAI Ire 12KINT AND e COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION DI-184. ALL PIPE OTHER CONSTRUCTION OR DIFFICULTY IN PLANTING TREES, SHRUBS, AND G. AUTOMATIC, CONTROLLER 4. SUSTAIN PRESSURE IN LINES NOT LESS THAN THREE (5) HOURS. IF LEAKS f11CC.CtJC1� I BE IIGCT"� T/1 I*IT9I6 ATC THE AREA, .+>_ SG�tEAGT MUST MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION P5-22-'10 GROUNDGOVER. DEVELOP, REPLACE JOINTS AND REPEAT TEST UNTIL ENTIRE SYSTEM I5 CONFORM TO THE UNIFORM PLUMBING GORES, COUNTY PLUMBING ORDNANGE5, FOR EACH 5TA-TI WITH AN APPROPRIATE STANDARD DIMEN51ON RATIO. INSTALL AS PER MANUFACTURER'S INSTRUCTIONS. REMOTE CONTROL PROVEN WATERTIGHT. �' AND LOCAL REGULATORY AGENCY CODES, ORDINANCES, AND STANDARDS. HI THE CONTRACTOR SHALL CAREFULLY GHEGK ALL GRADES TO SATISFY VALVES SHALL BE CONNECTED TO CONTROLLER IN NUMERIC 5EQUENGE AS t Iwl EN GG wol � AN9 AaFIRGVE + THE 61l 1<Gr�A66 BE HIE TI�6* 3• EXCEPT AS NOTED IN PARAGRAPHS I AND 2 OF HEREIN ABOVE, ALL HIMSELF THAT I MAY SAFELY PROCEED STARTING WORK ON THE 5HOWN ON THE DRAWING. 5. ALL HYDROSTATIC TEST SHALL BE MADE IN THE PRESENCE OF THE L� �>=AI cr••, a>-T,A,>=�I ,-,�01��.�o�S�E €AG}.I p��€$€I�,l� SPRINKLER IRRIGATION SYSTEM. LANDSCAPE ARCHITECT OR OTHER DULY AUTHORIZED REPRESENTATIVE OF `� G. PERMITS E,46�� MINIMUM OF 10 REQUIREMENT5 FOR NON-PRESSURE LATERAL LINE PIPE AND FITTINGS SHALL 41 r TI11/Ir BE THE SAME AS FOR SOLVENT-WELD2. PREPARATION PRE55URE MAIN LINE PIPE AND H. HIGH VOLTAGETESTED, AND APPROVED IN WRITING. WIRING FOR AUTOMATIC CONTROLLER THE OWNER. NO PIPE SHALL BE BAGKFILLED UNTIL IT HAS BEEN INSPECTED, U SECURE PERMITS AND LICENSES NECESSARY FOR THE WORK. GIVE ALL FITTINGS AS SET FORTH IN PART 2, SECTION I-B. NOTICES AND COMPLY WITH LAW5, ORDINANCES, RULES, AND REGULATIONS A. PHYSICAL LAYOUT I. THE 120 VOLT POWER CONNECTION TO THE AUTOMATIC CONTROLLER SHALL 6. PIPES THAT HAVE BEEN BURIED PRIOR TO INSPECTION AND/OR APPROVAL CONCERNING THE INSTALLATION OF THE IRRIGATION SYSTEMS AS INDICATED D. BRA55 PIPE AND FITTINGS BE PROVIDED MADE BY A QUALIFIED ELECTRICIAN AND AS A PART OF THE SHALL BE UNCOVERED, TESTED, AND RECOVERED AT NO EXPENSE TO THE ON THE DRAWINGS AND AS SPECIFIED HEREIN. I. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL STAKE OUT ALL CONTRACT OF THE IRRIGATION CONTRACTOR. OWNER. D. OPERATION AND MAINTENANCE MANUALS I. WHERE INDICATED ON THE DRAWINGS, USE RED BRASS SCREWED PIPE 2. QUALITY ASSURANCE 4 REQUIREMENTS CONFORMING TO FEDERAL SPECIFICATION WW-P-351. PRE55URE SUPPLY LINES ROUTING, AND LOCATION OF SPRINKLER HEADS. 2. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL GORES AND '1. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL NECESSARY I. PREPARE AND DELIVER TO THE HOMEOWNER UPON COMPLETION OF THE ORDINANCES I A. PERMITS AND FEES INSTALLATION THE FOLLOWING INFORMATION: 2. FITTINGS SHALL BE RED BRA55 CONFORMING TO FEDERAL SPECIFICATION 2. ALL LAYOUTS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT TEST EQUIPMENT INCLUDING, BUT NOT LIMITED TO, FORGE PUMP, GAUGES, AND WW-P-460. PRIOR TO INSTALLATION. I. REMOTE CONTROL VALVES ALL OTHER TEST DEVICES. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTION AS REQUIRED A. INDEX SHEET STATING THE CONTRACTOR'S ADDRESS AND TELEPHONE B. WATER SUPPLY 8. WHEN THE SPRINKLER SYSTEM 15 COMPLETED, PERFORM A COVERAGE NUMBER, L15T OF EQUIPMENT WITH NAME AND REPRESENTATIVES. P INSTALL WHERE SHOWN ON DRAWINGS AND DETAILS. TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT, TO DETERMINE IF B. MANUFACTURER'S DIRECTION I. SPRINKLER IRRIGATION SYSTEM SHALL BE CONNECTED TO WATER SUPPLY WATER COVERAGE FOR PLANTING AREAS 15 COMPLETE AND ADEQUATE. B. COMPLETE OPERATING AND MAINTENANCE INSTRUCTION ON ALL MAJOR �./,J ,II >_ DI ADDS cI c�R,! 41^ oTED ON THE ic� POINTS OF CONNECTION AS INDICATED ON THE DRAWIN65. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT MANUFACTURERS DIRECTIONS AND DETAILED DRAWINGS SHALL BE �T€ 'P1616E H E6 SG A a•-�=• ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM PLANS, OR FOLLOWED IN ALL CA5E5 WHERE MANUFACTURERS OF ARTICLES USED IN THIS EQUIPMENT. J. FLUSHING OF SYSTEM 2 t.IrC. �uAl I a� *.rE II��tz€D�ooE.�AI�D��Lc�A.�ai� 2. CONNECTIONS SHALL BE MADE AT APPROXIMATE LOCATIONS A5 SHOWN WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED A5 INDICATED ON THE CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT 5HOWN IN THE ��CITTI v ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR MINOR CHANGES CAUSED DRAWINGS WHEN IT 15 OBVIOUSLY INADEQUATE, WITHOUT BRINGING THIS TO DRAWINGS AND SPECIFICATIONS. G. GUARANTEE STATEMENT. BY ACTUAL SITE CONDITIONS. 1. AFTER ALL NEW SPRINKLER PIPE LINES AND RISERS ARE IN PLACE AND CONNECTED, ALL NECESSARY DIVERSION WORK HAS SEEN COMPLETED, AND THE ATTENTION OF THE LANDSCAPE ARCHITECT IN WRITING. THIS TEST SHALL S. AI I � wn�cr� oloc AAI7^') cITrI/.I/' AI I �.€s�}.I� �iE PRIOR TO INSTALLATION OF SPRINKLER HEADS, THE CONTROL VALVES BE ACCOMPLISHED BEFORE ANY PLANTS OR GROUNDGOVERS ARE C. ORDINANCES AND REGULATIONS �T` AL'''IL �STA66EBELGh 6'P16Q Q G. ELECTRICAL SUPPLY INSTALLED. I. IN ADDITION TO THE ABOVE MENTIONED MAINTENANCE MANUALS, PROVIDE �A��AI,T�uA.,�� (� i•^AT�.O.��€tR rtI�-BITb�MIhST16. SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT SYSTEM. ALL LOCAL, MUNICIPAL, AND STATE LAW5, AND RULES AND REGULATIONS THE OWNER'S MAINTENANCE PERSONNEL WITH INSTRUCTIONS OR MAJOR GOVERNING OR RELATING TO ANY PORTION OF TH15 WORK ARE HEREBY EQUIPMENT AND SHOW EVIDENCE IN WRITING TO THE LANDSCAPE ARCHITECT F. BALL VALVES I. ELECTRICAL CONNECTIONS FOR AUTOMATIC CONTROLLER SHALL BE MADE '1. MAINTENANCE INCORPORATED INTO AND MADE A PART OF THESE 5PECIFIGATION5, AND AT THE CONCLUSION OF THE PROJECT THAT THIS SERVICE HAS BEEN TO ELECTRICAL POINTS OF CONNECTION AS INDICATED ON THE DRAWINGS. 2, SPRINKLER HEADS SHALL BE INSTALLED ONLY AFTER FLUSHING OF THE A. THE ENTIRE SPRINKLER IRRIGATION SYSTEM SHALL BE UNDER FULL THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING RENDERED. I. BALL VALVES 3" AND SMALLER SHALL BE 125 LB. 5W6 BRONZE GAGE SYSTEM HAS BEEN ACCOMPLISHED TO THE COMPLETE SATISFACTION OF THE CONTAINED IN THE SPEGIFICATION5 SHALL NOT BE CONSTRUED TO CONFLICT VALVE WITH SCREW-IN BONNET, NON-RISING STEM WITH 50LID WEDGE DISK. 2. CONNECTIONS SHALL BE MADE AT APPROXIMATE LOCATIONS AS SHOWN LANDSCAPE ARCHITECT. AUTOMATIC OPERATION FOR A PERIOD OF SEVEN (?) DAYS PRIOR TO ANY ' WITH ANY OF THE ABOVE RULES AND REGULATIONS OR REQUIREMENTS OF ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR MINOR CHANGES CAUSED PLANTING. D EQUIPMENT TO BE FURNISHED BY ACTUAL SITE CONDITIONS. SAME. HOWEVER, WHEN THESE SPECIFICATIONS AND DRAWINGS GALL FOR . 2. BALL VALVES 3" AND SMALLER SHALL HAVE THREADED ENDS AND SHALL L. SPRINKLER HEADS B. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO WAIVE OR SHORTEN OR DESCRIBE MATERIALS, WORKMANSHIP, OR CONSTRUCTION OF A BETTER BE EQUIPPED WITH A BRONZE HANDWHEEL. QUALITY OR HIGHER STANDARD, OR LARGER SIZE THAN IS REQUIRED BY THE 3. INSTALLATION THE OPERATION PERIOD. I. INSTALL THE SPRINKLER HEADS AS DESIGNATED ON THE DRAWINGS. ABOVE RULES AND REGULATIONS, THE PROVISIONS OF THESE 3. BALL VALVES 3" AND SMALLER SHALL BE THOSE MANUFACTURED BY SPRINKLER HEADS TO BE INSTALLED IN TH15 WORK SHALL BE EQUIVALENT IN SPEGIFIGATIDNS AND DRAWINGS SHALL TAKE PRECEDENCE. I. THE ABOVE MENTIONED EQUIPMENT SHALL BE TURNED OVER TO THE NIBGO OR APPROVED EQUAL. A. TRENCHING ALL RESPECTS TO THOSE ITEMIZED. G. THE CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS TO THE OWNER AT THE CONCLU51ON OF THE PROJECT. BEFORE FINAL INSPECTION SPRINKLER IRRIGATION SYSTEM AFTER PLANTING HAS OCCURRED TO D. EXPLANATION OF DRAWIN65 CAN OCCUR, EVIDENCE THAT THE OWNER HAS RECEIVED MATERIAL MUST BE 4. ALL VALVES TO BE INSTALLED PER INSTALLATION DETAIL. I. DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF 2. 5PAGING OF HEADS SHALL NOT EXCEED THE MAXIMUM INDICATED ON THE CORRECT ANY FURTHER INADEQUACIES. SHOWN TO THE LANDSCAPE ARCHITECT. TRENCH. LAY PIPE TO AN EVEN GRADE. TRENCHING EXCAVATION SHALL DRAWINGS !N NO GA5B 5HAL.L THE 5PAGING EXCEED THE MAXIMUM W M I. DRAWING SCALE 2. PRODUCT DELIVERY, STORAGE, AND HANDLING WI FOLLOW LAYOUT INDICATED ON DRANGS AND AS NOTED. RECOMMENDED BY THE MANUFACTURER. HEAD TO HEAD COVERAGE REQUIRED 6. GLEAN-UP Z en WITH AT LEAST oi0� OVERLAP. DUE TO THE 50ALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL I GUI6 6GUPl G 121E 2. PROVIDE FOR A MINIMUM OF EIGHTEEN (18") INCHES FOR ALL A. CLEANUP SHALL BE MADE AT EACH PORTION AS WORK PR06RE55E5. % Ef�i-v-,TL�v�-5H>ArL--J=++AaI�E-�4,B�iA58�1A1�"-I--rcvE-BED-` w � � OFFSETS, FITTINGS, 5LEEVE5, AND THE LIKE, WHICH MAY BE REQUIRED. THE P ESI&NEE � FG �AGR IN PRESSURE GF 15`�_oPERA 156E AIT!I KE!!r-�E PRESSURE MAIN LINE PIPE. 4. TEMPORARY REPAIRS REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SITE, AND ALL V7 A. HANDLING OF PVG PIPE AND FITTIN65 vcvrv*.� -r�vr•�I��R.� T WALKS AND PAVING SERVICES SHALL BE GROOMED AND/OR WASHED DOWN. z M r-�I d' CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND THE OWNER RESERVES THE RIGHT TO MAKE TEMPORARY REPAIRS AS '�,�/ W O M THE CONTRACTOR 15 CAUTIONED TO EXERCISE CARE IN HANDLING, LOADING, 3. PROVIDE FOR A MINIMUM COVER OF TWELVE (12") INCHES FOR ALL O w � N r \; FINISHED CONDITIONS AFFECTING ALL OF HIS WORK, AND PLAN HIS WORK NEGE55ARY TH KEEP THE SPRINKLER SYSTEM EQUIPMENT IN OPERATING B. ANY DAMAGE SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAIRED ACCORDINGLY, FURNISHING SUCH FITTIN65 AS MAY BE REQUIRED TO MEET I1 fl A 6 0iN PR1= NTIO 1_UNIT�- NONPRE55URE LATERAL LINES. CONDITION. THE EXERCISE OF TH15 RIGHT BY THE OWNER SHALL NOT UNLOADING AND STORING OF PVC PIPE AND FITTINGS. ALL PVC, PIPE SHALL TO ORIGINAL CONDITION. CV C)SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIA6RAMMATIG AND BE TRANSPORTED IN A VEHICLE WHICH ALLOWS THE LENGTH OF THE PIPE TO RELIEVE THE CONTRACTOR OF H15 RESPON5IBILITIE5 UNDER THE TERMS OF H = � IC INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE LIE FLAT 50 AS NOT TO SUBJECT IT TO UNDUE BENDING OR CONCENTRATED 4. PROVIDE FOR A MINIMUM OF EIGHTEEN (18") INCHES FOR ALL THE GUARANTEE AS HEREIN SPECIFIED. W [- INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN EXTERNAL LOAD AT ANY POINT. ANY SECTION OF PIPE THAT HAS BEEN THE Icali IA ATIGN 1; AIN&9 !NST,6I I aAivcl IAI^ FREVEAl IGN UNITS IN CONTROL WIRES. (24" OF COVER BELOW AAVING ONLY) 01. FINAL INSPECTION PRIOR TO ACCEPTANCE O �-1 ,., IRRIGATION SYSTEMS, PLANTING, AND ARCHITECTURAL FEATURES. DENTED OR DAMAGED WILL BE DISCARDED AND , IF INSTALLED, SHALL BE 5. EXI5TING TREES A. THE CONTRACTOR SHALL OPERATE EACH SYSTEM IN ITS ENTIRETY FOR M-r-� � Qt �"'� REPLACED WITH NEW PIPIN6. B. BAGKFILLIN6 = 2. ALL WORK WHERE IT IS NEGE55ARY TO EXCAVATE ADJACENT TO EXISTING TREES, THE THE LANDSCAPE ARCHITECT, AND/OR DULY AUTHORIZED REPRESENTATIVE OF N �vPfieECz,_ INERN{AT BA61<17,b9H PII� N UNIT�H{,�B>= SIMILAR Ao O 1. THE TRENCHES SHALL NOT BE BAGKFILLED UNTIL ALL REQUIRED TESTS ARE THE OWNER AT TIME OF FINAL INSPECTION. ANY ITEMS DEEMED NOT • � 0 z ALL WORK GALLED FOR ON THE DRAWINGS BY NOTES OR DETAILS SHALL BE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO TREES, P4 4 O ^ 0 5. GUARANTEE B A I E.. #I^^B O A o°e^"E^ EGU A I PERFORMED. AND TREE ROOTS. EXCAVATION IN AREAS WHERE TWO (2") INCH AND ACCEPTABLE BY THE INSPECTION SHALL BE REWORKED, AND ANOTHER t'L'1 C) I--( FURNISHED AND INSTALLED WHETHER OR NOT 5PEGIFIGALLY MENTIONED IN INSPECTION SHALL BE SCHEDULED. ^ I� 2. TRENCHES SHALL BE CAREFULLY BAGKFILLED WITH THE EXCAVATED LARGER ROOTS OCCUR SHALL BE BY HAND. ALL ROOTS TWO (2") INCHES �---•I O �+ ►�+ THESE SPECIFICATIONS. A. THE GUARANTEE FOR THE SPRINKLER IRRIGATION SYSTEM SHALL BE MADE I. CHECK VALVES AND LARGER IN DIAMETER, EXCEPT DIRECTLY IN THE PATH OF PIPE OR B. THE CONTRACTOR SHALL SHOW EVIDENCE TO THE LANDSCAPE ARCHITECT ~" U � ^ a'' MATERIALS APPROVED FOR BAGKFILLIN6, CONSISTING OF EARTH, LOAM, CONDUIT, SHALL BE TUNNELED UNDER AND SHALL BE HEAVILY WRAPPED WITH 3. OBSTRUCTIONS IN ACCORDANCE WITH THE ATTACHED FORM. THE GENERAL CONDITIONS AND SANDY LOAM, CLAY SAND, OR OTHER APPROVED MATERIALS, FREE FROM THAT THE OWNER HAS RECEIVED ALL ACCESSORIES, CHARTS, MANUALS, SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE FILLED I. SWINGS CHECK VALVES 2" AND SMALLER SHALL BE 200 POUND W.O.G., EARTH ROCKS OR STONES BURLAP, TO PREVENT SCARING OR EXCESSIVE DRYING. WHERE A DITCHING A5-BUILT RECORD DRAWINGS, AND EQUIPMENT AS REQUIRED BEFORE FINAL THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM WITH THE OW LARGE GOODS OF , .OWNER OR HIS REPRESENTATIVE PRIOR TO AGGEPTANGE OF THE BRONZE CONSTRUCTION, WITH REPLACEABLE COMPOSITION, NEOPRENE OR MACHINE 15 RUN CLOSE TO TREES HAVING ROOTS SMALLER THAN TWO (2") INSPECTION CAN OCCUR. IRRIGATION SYSTEM. RUBBER DISK AND SHALL MEET OR EXCEED FEDERAL 5PEGIFICATION INCHES IN DIAMETER, THE WALL OF THE TRENCH ADJACENT TO THE TREE A5 SHOWN ON THE DRAWIN65 WHEN IT 15 OBVIOUS IN THE FIELD THAT WW-V-51D, GLASS A, TYPE IV. 3. BAGKFILL SHALL BE MECHANICALLY COMPACTED IN LANDSCAPED AREA UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DISGREPANGIES IN AREA B. A COPY OF THE GUARANTEE FORM SHALL BE INCLUDED IN THE TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED 501L IN PLANTING TRENCHES ADJACENT TO TREES SHOULD CLOSED DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN ENGINEERING. OPERATIONS AND MAINTENANCE MANUALS. 2. ANTI DRAIN VALVES SHALL BE HEAVY DUTY VIRGIN PVC, CONSTRUCTION AREAS. BAGKFILL SHALL CONFORM TO ADJACENT GRADES WITHOUT DIPS, WITHIN TWENTY-FOUR (24) HOURS, AND WHERE E THIS 15 NOT POSSIBLE, THE SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE WITH F.I.P. THREAD INLET AND OUTLET. INTERNAL PARTS SHALL BE SUNKEN AREAS, HUMPS, OR OTHER 5URFAGE IRREGULARITIES. SIDES OF THE TRENCH ADJACENT TO THE TREE SHALL BE KEPT SHADED AND ATTENTION OF THE CLIENT'S AUTHORIZED REPRESENTATIVE. IN THE EVENT G. THE GUARANTEE FORM SHALL BE RE-TYPED ONTO THE CONTRACTORS 5TAINLE55 STEEL AND NEOPRENE. ANTI-DRAIN VALVE SHALL BE FIELD M0157 WITH BURLAP OR CANVAS. TH15 NOTIFICATION 15 NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL LETTERHEAD AND CONTAIN THE FOLLOWING INFORMATION: ADJUSTABLE AGAINST DRAW-OUT FROM 5 TO 40 FEET OF HEAD. 4. A FINE 6RANULAR MATERIAL BAGKFILL WILL BE INITIALLY PLACED ON A55UME FULL RE5PONS E3ILITY FOR ANY REVISION NEGE55ARY. ANTI-DRAIN VALVE SHALL BE SIMILAR TO THE VALGON "ADV" OR ALL LINES. NO FOREIGN MATTER LARGER THAN ONE-HALF (1/2") INCH IN 51ZE GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM APPROVED EQUAL. WILL BE PERMITTED IN THE INITIAL BAGKFILL. 3. SUBMITTALS 6. FIELD QUALITY CONTROL WE HEREBY GUARANTEE THAT THE SPRINKLER IRRIGATION SYSTEM WE HAVE J. CONTROL WIRE 5. FLOODING OF TRENCHES WILL NOT BE PERMITTED. A ADJUSTMENT OF SYSTEM A. MATERIALS LIST FURNISHED AND INSTALLED IS FREE FROM DEFECTS IN MATERIALS AND 6. IF SETTLEMENT OGGURS AND SUBSEQUENT ADJUSTMENTS IN PIPE, VALVES, WORKMANSHIP, AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH I. CONNECTIONS BETWEEN THE AUTOMATIC CONTROLLERS AND THE ELECTRIC, SPRINKLER HEADS, LAWN OR PLANTING, OR OTHER CONSTRUCTION ARE I. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR I. SPECIFIED BRAND THE DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR AND TEAR AND CONTROL VALVES SHALL BE MADE WITH DIRECT BURIAL COPPER WIRE UNUSUAL ABUSE, OR NEGLECT EXPECTED. WE AGREE TO REPAIR OR AW6-UF 600 VOLT. PILOT WIRES SHALL BE A DIFFERENT COLOR WIRE FOR NECESSARY, THE CONTRACTOR SHALL MAKE ALL REQUIRED ADJUSTMENTS OPTIMUM PERFORMANCE AND TO PREVENT O STRUCTURAL ONTO WALKS, �( THE CONTRACTOR SHALL FURNISH ARTICLES, EQUIPMENT, MATERIALS, OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY EACH AUTOMATIC CONTROLLER. COMMON WIRE5 SHALL BE WHITE WITH A WITHOUT 005T TO OWNER. ROADWAYS, WALLS, BUILDINGS, AND OTHER STRUCTURAL ELEMENTS, A5 MUCH Qr PROCESSES SPECIFIED BY NAME IN THE DRAWIN65 AND SPECIFICATIONS. DEVELOP DURING THE PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE DIFFERENT COLOR STRIPE FOR EACH AUTOMATIC CONTROLLER. INSTALL IN AS POSSIBLE. ^� AND AL50 TO REPAIR ANY DAMAGE RE5ULTING FROM THE REPAIRING SUCH ACCORDANCE WITH VALVE MANUFACTURER'S SPECIFICATIONS AND WIRE G. TRENCHING AND BAGKFILLIN6 UNDER PAVING 2. IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT F--�••I 2. SUBSTITUTIONS DEFECTS AT NO ADDITIONAL COST TO THE OWNER. WE SHALL MAKE SUCH CHART. IN NO CASE SHALL WIRE SIZE BE LESS THAN #14 WIRE. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME, AND DETERMINED I. ALL PRESSURE MAIN LINE AND NON-PRESSURE LATERAL LINES UNDER WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE DUE TO PLANT �� THE LANDSCAPE ARCHITECT AND CITY LANDSCAPE ARCHITECT. BY THE OWNER, AFTER RECEIPT OF WRITTEN NOTICE. IN THE EVENT OF OUR 2. WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED PAVED AREAS SHALL IA PLACED , E SCHEDULE 40 PVC SLEEVE BLOCKAGE,CONFLICT, CONTRACTOR FEATURE INTERFERENCE H OTHER UNFORESEEN 0 FAILURE TO MAKE SUCH REPAIRS OR WRITTEN NOTICE FROM THE OWNER, WE ALONG THE SAME ROUTE AS PRE55URE MAIN LINE PIPE OR LATERAL LINES MEASURING ONE (2X) DIAMETER LARGER THAN DESIGNATED PIPE. DESIGN GONFOIGT, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENT PRIOR O rn TO PLANTING. AUTHORIZE THE OWNER TO PROCEED TO HAVE SAID REPAIRS OR WHEREVER POSSIBLE. � O 3. MATERIALS LIST 2. TRENCHES LOCATED UNDER AREAS WHERE PAVING, ASPHALTIC CONCRETE • REPLACEMENTS MADE AT OUR EXPENSE AND WILL PAY THE COSTS AND 3. ADJUSTMENTS, CONSIDERED A NORMAL FUNCTION UNDER THIS CONTRACT CHARGES THEREFORE UPON DEMAND. 3. WHERE MORE THAN ONE(I) WIRE 15 PLACED IN A TRENCH, THE WIRING SHALL OR CONCRETE WILL BE INSTALLED, SHALL BE BAGKFILLED WITH SAND (A MAY INCLUDE BUT SHALL NOT BE LIMITED CHANGE5 IN NOZZLE SIZE, NOZZLE r___4 J COMPLETE MATERIALS L15T SHALL BE SUBMITTED PRIOR TO PERFORMING BE TAPED TOGETHER AT INTERVALS IN TEN (109 FEET. LAYER 51X (W) INCHES BE LOW THE PIPE AND THREE (3") INGHE5 ABOVE THE ANY WORK. MATERIALS LIST SHALL INCLUDE THE MANUFACTURER, MODEL PROJECT: PIPE) AND COMPACTED IN LAYERS TO c15% COMPACTION, USING MANUAL OR APE PRESSURE COMPENSATING NOZZLES, ANTI-DRAIN VALVES, ADDITION v C"� NUMBER, AND DE50RIPTION OF ALL MATERIALS AND EQUIPMENT TO BE USED. 4. AN EXPANSION CURL SHOULD BE PROVIDED WITHIN THREE (3') FEET OF MECHANICAL TAMPING DEVICES. TRENCHES FOR PIPING SHALL BE AND/OR DELETION OF HEADS, AND DEGREE OF SPRAY ARC. G,+ EACH WIRE CONNECTION AND AT LEAST EVERY ONE HUNDRED (100') FEET COMPACTED TO EQUAL THE COMPACTION OF THE EXI5TIN6 ADJACENT 4. LOWERING RA15ED SPRINKLER HEADS BY THE GONTRAGTOR SHALL BE g-4 4. NON-5PEGIFIED MATERIALS OR EQUIPMENT LOCATION ALONG WIRE LENGTH ON RUNS MORE THAN ONE-HUNDRED (100/) FEET IN UNDISTURBED 501L AND SHALL BE LEFT IN A FIRM UNYIELDING CONDITION. ACCOMPLISHED WITHIN TEN (10) DAYS AFTER NOTIFICATION BY OWNER. � g ,, MATERIALS OR EQUIPMENT INSTALLED OR 1=URNISHED WITHOUT PRIOR LENGTH. EXPANSION GURL5 SHALL BE FORMED BY WRAPPING AT LEAST FIVE ALL TRENCHES SHALL BE LEFT FLUSH WITH THE ADJOINING GRADE. WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT MAY BE REJECTED AND TURNS OF WIRE AROUND ON (1:) INCH DIAMETER PIPE THEN WITHDRAWING THE 5. ALL SPRINKLER HEADS SHALL 5E 5ET f'ERF'ENL7IGULAR TO FINISH=- � � THE CONTRACTOR REQUIRED TO REMOVE SUCH MATERIALS FROM THE SITE PIPE. TEST ALL PIPING UNDER PAVING, PRIOR TO THE PAVING WORK FOR A MIN. G ~� � 3. THE IRRIGATION CONTRACTOR SHALL SET !N PL.AGE, GAP, AND PRESSURE GRADES UNLESS OTHERWISE DESIGNATED ON THE DRAW 4- IN65. �T� AT HIS OWN EXPENSE. 516NED: OF 6 HRS AT 125 PSI. REFER TO CITY OF PALM DESERT INSPECTION SCHEDULE. h7_) O � P4 5. ALL SPLICES SHALL BE MADE WITH SCOTCH-LOK #35�6 CONNECTOR B. UNUSUAL FIELD CONDITIONS O 5. MATERIALS L15T APPROVAL (CONTRACTOR) 5EALIN6 PACKS, PEN-TITS WIRE CONNECTORS, OR APPROVED EQUALS. USE r l ONE SPLICE PER CONNECTOR SEALING PACK. 4. GENERALLY, PIPING UNDER EXISTING WALKS 15 DONE BY JACKING, BORING, 1. WIND � V � 4 APPROVAL OF ANY ITEM, ALTERNATE OR SUBSTITUTE INDICATES ONLY THAT ADDRESS: OR HYDRAULIC DRIVING, BUT WHERE ANY GUTTING OR BREAKIN6 OF THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AS NECESSARY, IN W � `c ll THE PRODUCT APPARENTLY MEET THE REQUIREMENTS Of THE DRAWINGS AND 6. FIELD SPLICES BETWEEN AUTOMATIC CONTROLLER AND ELECTRICAL SIDEWALKS AND/OR CONCRETE IS NECESSARY, IT SHALL BE DONE AND �..� ^ � F--� � O SPECIFICATIONS ON THE BASIS OF INFORMATION AND 5AMFLF-5 SUBMITTED. CONTROL VALVES WILL NOT BE PERMITTED. REPLACED BY THE CONTRACTOR AS PART OF THE CONTRACT COST. LOCATION OF SPRINKLER HEADS, NOZZLE SIZE, NOZZLE TYPE, OR DEGREE OF h+l •� o PERMISSION TO OUT OR BREAK SIDEWALKS AND/OR CONCRETE SHALL BE ARC, AS REQUIRED TO COMPENSATE FOR LOCALIZED BREEZE OR WIND '� �`� o PHONE: CONDITIONS, THAT CAUSE OVER5PRAY OR IMPROPER SPRAY PATTERNS. 6. WARRANTIES K. AUTOMATIC CONTROLLERS OBTAINED FROM THE LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE. P. _ � r l NO HYDRAULIC DRIVING SHALL BE PERMITTED UNDER CONCRETE PAVING. 2 PRESSURE REGULATOR V O V U MANUFAGTURER'5 WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS I. AUTOMATIC CONTROLLERS SHALL BE OF 51ZE AND TYPE SPECIFIED ON CONTRACTOR SHALL INSTALL PIPE 5LEEVING PRIOR TO INSTALLATION U DATE OF AGGEPTANGE LIABILITY UNDER THE GUARANTEE. SUCH WARRANTII=5 SHALL ONLY DRAWINGS. OF DRIVEWAYS, SIDEWALKS, AND OTHER CONCRETE AREAS. IF UNUSUALLY HIGH PRESSURES OR VARIABLE PRESSURES ARE EVIDENT, THE ,W`2', C-) SUPPLEMENT THE GUARANTEE. PART 2 PRODUCTS 2. FINAL LOCATION OF AUTOMATIC CONTROLLERS SHALL BE APPROVED BY 5. PROVIDE FOR A MINIMUM OF EIGHTEEN (18") INGHE5 BETWEEN THE TOP OF CONTRACTOR SHALL INSTALL A PRESSURE REGULATOR DOWNSTREAM F--4 U Z B. RECORD AND A5-5UILT DRAWIN65 THE OWNER'S AUTHORIZED REPRESENTATIVE. THE PIPE AND THE BOTTOM OF THE AGGREGATE BASE FOR ALL PRESSURE POINT OF CONNECTION, FACTORY PRESET TO DE516N PRE55URE. _e4 �Kl _<� "r Z � I. MATERIALS AND NONPRE55URE PIPIN6 INSTALLED UNDER ASPHALTIC CONCRETE PAVING. �l �J.•� I. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE 5. UNLESS OTHERWISE NOTED ON THE DRAWIN65, THE 120 VOLT ELECTRIC ` � � N � a "AS BUILT" RECORD SET OF BLUE LINE OZALID PRINT5 WHICH SHALL BE A. GENERAL 3. FOGGING POWER TO THE AUTOMATIC CONTROLLER LOCATION TO BE FURNISHED BY D. ASSEMBLIES � � � � J" [�, CORRECTED DAILY AND SHOW EVERY GHANGE FROM THE ORIGINAL OTHERS. THE FINAL ELECTRICAL HOOK-UP SHALL BE THE RESPONSIBILITY OF � U 11 DRAWINGS AND SPECIFICATIONS, AND THE EXACT "AS-BUILT" LOCATIONS, USE ONLY NEW MATERIALS OF BRANDS AND TYPES NOTED ON THE FOGGING 15 EVIDENCE OF HIGH PRESSURES. THE CONTRACTOR SHALL FIRST THE IRRIGATION GONTRAGTOR. I. ROUTING OF SPRINKLER IRRIGATION LINES AS INDICATED ON THE � U 1 SIZES, AND KINDS OF EQUIPMENT. PRINTS FOR THIS PURPOSE MAY BE DRAWINGS AS 5PEGIFIED HEREIN OR APPROVED EQUALS. ADJUST SGHRADER VALVE UNIT ON THE REMOTE CONTROL VALVE BEFORE ' ' DRAWINGS IS DIAGRAMMATIC. INSTALL LINES (AND VARIOUS ASSEMBLIES) IN ' �o L. ELECTRIC CONTROL VALVE SUCH A MANNER AS TO CONFORM WITH THE DETAILS PER DRAWINGS. INSTALLING PRESSURE REGULATOR. � 9 o OBTAINED FROM THE LANDSCAPE ARCHITECT AT COST. TH15 SET OF o DRAWIN65 SHALL BF KEPT ON THE SITE AND SHALL BE USED ONLY AS A B. PVC PRESSURE MAIN PIPE AND FITTINGS � ^ w o II I. ALL ELECTRIC CONTROL VALVES SHALL BE PER IRRIGATION LEGEND 4. PRESSURE COMPENSATING NOZZLES 1�1 ^ °� �f' RECORD SET. I. PRESSURE MAIN LINE (BURIED) PIPING FOR SIZES 2 OR LARGER, SHALL BE 2. INSTALL NO MULTIPLE ASSEMBLIES ON PVC, LINES. PROVIDE EACH � O 0_4 ll._� � � ASSEMBLY WITH ITS OWN OUTLET. INSTALLATION OF PRESSURE COMPENSATING NOZZLES TO PREVENT FOGGING I C 2. THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS SHEETS, AND PVC CLASS 315. 2. ALL ELECTRIC CONTROL VALVES SHALL HAVE A MANUAL FLOW SHALL BE CONSIDERED A5 A NORMAL ADJUSTMENT TO SYSTEM. �T� � �T� THE CONTRACTOR SHALL MAKE NEAT AND LEGIBLE ANNOTATIONS THEREON 2 PIPE SHALL BE MADE FROM AN NSF APPROVED TYPE I, GRADE I PVG ADJUSTMENT. 3. INSTALL ALL A55EMBLIES SPECIFIED HEREIN IN ACGORDANCE WITH "- F-y-4 H N DAILY AS THE WORK PROCEEDS, SHOWING THE WORK ACTUALLY INSTALLED RESPECTIVE DETAIL IN ABSENCE OF DETAILED DRAWIN65. OR COMPOUND CONFORMING TO A5TM RE51N SPECIFICATION DI'184. ALL PIPE 5. ANTI-DRAIN UNITS Z o-• THESE DRAWIN65 SHALL BE AVAILABLE AT ALL TIMES FOR INSPI=GTION AND SPECIFICATIONS PERTAINING TO SPEGIFIG ITEMS REQUIRED TO COMPLETE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATIONS M. CONTROL VALVE BOXES SHALL BE KEPT IN A LOCATION DESIGNATED BY THE LANDSCAPE PS-22--70 WITH AN APPROPRIATE STANDARD DIMENSION (S.D.R.), (SOLVENT WORK, PERFORM SUCH WORK IN ACCORDANCE WITH THE BEST STANDARD ANTI-DRAIN VALVE UNITS SHALL BE INSTALLED ON ALL HEADS IN SYSTEM 4U ARCHITECT. PRACTICE WITH PRIOR APPROVAL OF THE LANDSCAPE ARGHITEGT. �c WELDED PIPE), THAT DEMONSTRATE DRAIN-DOWN WHEN THE SYSTEM IS IN THE OFF POSITION ; ) c ,._,, , AND SHALL BE CONSIDERED AS A NORMAL ADJUSTMENT TO SYSTEM. A .ti ' ! p � ti r-) O HU 3. BEFORE THE DATE OF THE FINAL INSPECTION, THE CONTRACTOR SHALL 4. PVC PIPE AND FITTIN65 SHALL BE THOROUGHLY GLEANED OF DIRT, DUST, 17- TRANSFER ALL INFORMATION FROM THE "AS-BUILT" PRINTS TO AN BOND 3. PRESSURE MAIN LINE (BURIED) PIPING FOR SIZED 1-1/2'' AND SMALLER AND MOISTURE BEFORE INSTALLATION. INSTALLATION AND SOLVENT � Z Q F-�Z 6. EXCESSIVE RUN-OFF PAPER, PROCURED FROM THE LANDSCAPE ARCHITECT. ALL WORK SHALL BE SHALL BE PVC SCHEDULE 40 WITH SOLVENT WELDED JOINTS. 2. USE q" X 24" ROUND BOX FOR ALL BALL VALVES, BROOKS #�i OR WELDING METHODS SHALL BE AS RECOMMENDED BY THE PIPE AND FITTING > "I NEAT, IN INK, AND SUBJECT TO THE APPROVAL OF THE LANDSCAPE APPROVED EQUAL. MANUFACTURER. THE IRRIGATION CONTRACTOR SHALL ADJUST TIME SCHEDULE OF THE AUTO � 4I. ARCHITECT. 4. PIPE SHALL BE MADE FROM NSF APPROVED TYPE I, GRADE I PVC, COMPOUND CONFORMING TO A57M RESIN SPECIFICATIONS D1785. ALL PIPE AUTOMATIC CONTROLLER STATION TO A LESSER DURATION AND WITH A Q U c✓� 5. PVC, TO METAL CONNECTIONS, THE CONTRACTOR SHALL WORK THE METAL r I I�` u.(v l MAXIMUM NUMBER OF REPEAT CYCLES. TIME SPAN BETWEEN WATERING I=1.I �_ MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL 5PECIFIGATION CONNECTIONS FIRST. TEFLON TAPE OR APPROVED EQUAL SHALL BE USED li W � �~ 4. THE CONTRACTOR SHALL DIMENSION FROM TWO (2) PERMANENT POINTS OF N. SPRINKLER HEADS CYGLE5 SHALL ALLOW ADEQUATE TIME FOR WATER TO PENETRATE SOIL. Cl W a U I-,U REFERENCE, BUILDING CORNERS, SIDEWALK, OR ROAD INTER5EGTIONS, AND P5-22-'10,(50LVENT WELDED PIPE). ON ALL THREADED PVC, TO PVC,, AND ON ALL THREADED PVC TO METAL � U THE LIKE, OF THE LOCATIONS OF THE FOLLOWING ITEMS: I. ALL SPRINKLER HEADS SHALL BE THE SAME SIZE, TYPE, AND DELIVER THE JOINTS. LIGHT WRENCH PRE55URE 15 ALL THAT IS REQUIRED. WHERE G. TESTING OF IRRIGATION SYSTEM 9 x "CU� 5. PVC, SOLVENT-WELD FITTIN65 SHALL BE SCHEDULE 40, 1-2, 11-1 N5F SAME RATE OF PRECIPITATION WITH THE DIAMETER (OR RADIUS) OF THROW, THREADED PVC, CONNECTIONS ARE REQUIRED, USE THREADED PVC These plans have been reviewed'by the Coachella Valley Water District in [� Q U O Q O A. CONNECTION TO EXISTING WATER LINES. APPROVED CONFORMING TO ASTM TEST PROCEDURE D2466. PRESSURE, AND DISCHARGE AS SHOWN ON THE DRAWIN65 AND/OR SPECIFIED ADAPTORS INTO WHICH PIPE MAY BE WELDED. accordance .r water Code nt la d Division 1,Chapter 3,Article too Section M Z kr 4 I. THE CONTRACTOR SHALL REQUEST THE PRESENCE OF THE LANDSCAPE 65597 at seq.requiring efficient landscape and irrigation design in cooperation � N�� B. CONNECTION TO EXISTING ELECTRICAL POWER. IN THESE 5PEGIAL PROVISIONS. with the local governing agency(City or County) C. BALL VALVES, ARCHITECT IN WRITING AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF 6. SOLVENT CEMENT AND PRIMER FOR PVC, SOLVENT-WELD PIPE AND 'Approval of this drawing by CVWD Staff does not constitute approval to D. ROUTING OF SPRINKLER PRESSURE LINES (DIMENSION MAXIMUM 100' ALONG FITTIN65 SHALL BE TYPE AN D INSTALLATION METHODS PRESCRIBED BY THE 2 SPRAY HEADS SHALL HAVE A SCREW ADJUSTMENT. T�\/ANZGD FIRE, i 0 ITRAr=. - R &HAl I 15E OPao IA-1 FiT-TIN60, TESTING. encroach into district and USBR Rights of Way. Trees,plants,walls and O MANUFACTURER. �.A•11 IC A TI , Tom+ *1T ai Tai+I permanent structures of any kind may not be planted or installed in CVWD iz-�`U vC ROUTE). and USBR easements or rightof-way without first obtaining an encroachment , C C permit from CVWD. � t`z�z E. SPRINKLER CONTROL VALVES. 3. R15ER UNITS SHALL BE FABRICATED IN ACCORDANCE WITH THE DETAILS N N F. ROUTING OF CONTROL WIRE. SHOWN ON THE DRAWINGS. _�I IAIC .I GAC AAIrC a G. QUICK COUPLER VALVES AND HOSE BIBS. DATE Q z z WATER MANAGEMENT SUPERVISOR yy rl A z A .wl>,II,,.n lww it A* �>- � �� tc ^ ��F- -,h1=�1=mod€S-�+�i=H . €ARANGE G r�1 X (6" !NE HES P-RG u4 �• H. PRIMARY AND SECONDARY CONTROL PANELS. 4. RISER NIPPLES FOR ALL SPRINKLER HEADS SHALL BE THE SAME SIZE AS E-a I. OTHER RELATED EQUIPMENT. THE RISER OPENING IN THE SPRINKOER BODY. Eh�! OTHERrA�N Fi=v^}M 61NES OF GTTHER� TRAIPES 1'�QcF AtLLEL-61N05�-c DEVELOPMENT SERVICES SUPERVISOR ~ a te - NORTH � a.1 ✓. ON OR BEFORE THE DATE OF THE FINAL INSPECTION, THE CONTRACTOR Underground Service Alert � EI�_ SHALL DELIVER THE CORRECTED AND COMPLETED ORIGINAL CLEAR MYLARS 9- ��FORE y� f/j Cr TO THE LANDSCAPE ARCHITECT. DELIVERY OF THE ORIGINAL CLEAR MYLAR5 f2Rr=S ,_ P� o °1 Cali: TOLL FREE ��' >- W W WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING �' � N� c 1-80� SHEET '-'�� REQUIRED INFORMATION THAT MAY BE OMITTED FROM THE PRINTS. Q "CITY OF PALM DESERT HAS FINAL SIGN OFF. -A%66 EX�9=i GN &F64G�E PRE99'RE MAI*TL}p�E SHALL BE �' 4' 8' 16' � 422-4133 (-.I ,a INTER4A1 S U91i lr AI^ if OCII.IC I/_ STCCI BEN I G C �Iz r�r�Tc��-�✓� �r ER6�Pcr=BENT1. (TWO WORKING DAYS BEFORE YOU DIG) L 1 7 � `� C'ArE A MINIMUM Ii A C Eli L�1'EE I (1A")lId -�A�AdB-Hf�I�fEfi��-�PdT9--5�nPE--Irv=.-rc� m-d1A4�-I-Or -cronT'L"Gl"«TC7 6�- 1P, P 'k SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER OF 19 SHEETS ' BE ISSUED BEFORE A"PERMIT TO EXCAVATE" ' " , t '7 E LJ I WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION } NORTH SCALE: 1/8" = 1'-O" NUMBER CALL UNDERGROUND SERVICE ALERT. - r , r_.I IRRIGATION SPEC. PUBLK-,UVIDIRIKS DFPART,I1P`dT' C!TY OF PALM DESERT E LANDSCAPE PLANTING 1.SCOPE C.PLACEMENT * J, e FURNISH MATERIALS AND PERFORM LABOR REQUIRED TO EXECUTE THIS WORK AS INDICATED ON THE DRAWINGS, 1.BROADCAST FERTILIZER AT RATE AS RECOMMENDED BY THE SOILS REPORT. AS SPECIFIED,AND AS NECESSARY TO COMPLETE THE CONTRACT. INCLUDING BUT NOT LIMITED TO THESE CUT OFF EXCESS STAKE TO MAJOR ITEMS: 2.SOD SHALL BE UNROLLED AND PLACED CAREFULLY IN A STAGGERED PATTERN,USING A PIECE OF 2 X 4 PREVENT DAMAGE TO TREE TO TAMP EACH ROLL AGAINST THE ADJACENT STRIP TO ELIMINATE JOINTS AND EDGES. D * A.WORK INCLUDED 3.SOD SHALL BE TRIMMED TO CONFORM TO LAWN SHAPES DESIGNATED ON PLANTING DRAWING ALL FEATURES,BUT NOT NECESSARILY CONFINED TO LABOR AND MATERIALS AS PER LANDSCAPE DRAWING. 4.ALL SOD AREAS SHALL BE ROLLED TO INSURE POSITIVE CONTACT WITH SOIL AND TO ELIMINATE ANY AND • PLANT SO THAT TOP OF ROOT 2.VERIFICATION OF MATERIALS ALL AIR POCKETS. SOD SHALL CONFORM WITH FINISHED GRADE AND CONTOURS. CROWN IS AT FINISHED GRADE fin. A.BULK MATERIALS 5.AFTER SOD IS LAID,IT SHALL BE IRRIGATED THOROUGHLY TO PROVIDE GOOD MOISTURE PENEI RATION. h- 1.THE DULY AUTHORIZED REPRESENTATIVE OF THE OWNER,THE GENERAL CONTRACTOR,AND/OR THE 6.DRIED JOINTS,EDGES,OR AGED SOD WILL BE REJECTED AND REPLACE AT = LANDSCAPE ARCHITECT MAY REQUEST INSPECTION OF DELIVERY SLIPS FOR BULK DELIVERIES(i.e.,SOIL THE CONTRACTOR'S COST. J J DILA((Q�-9.Q AMENDMENTS,FERTILIZERS,ETC.). CINCH TIE (Z EACH) 2��pa tio� y 13.TOPDRESSING BY V.I.T. 2.CLOSE SUPERVISION OF THESE ITEMS WILL BE ADHERED TO, LU G a A.GROUNDCOVER&SHRUB BEDS PROVIDE 8'-0"LODGEPOLE O -' t e 3.SUBMITTALS (2)PINE STAKE ON /� 30rr --7�- 30rr ALL GROUNDCOVER AND SHRUB BEDS SHALL BE TOPDRESSED WITH A 2"DEPTH OF WINDWARD SIDE. * FxP.n� A.CERTIFICATES DECOMPOSED GRANITE(COMPACTED DEPTHXREFER TO PLANS FOR F STRING f9 GAUGE STAINLESS STEEL COLOR/SIZE) CINCH TIE 2 EACH WIRE BETWEEN SCREW EYE BOLTS 1. THE CONTRACTOR IS TO FOLLOW THE PROVIDED WATER SCHEDULE AS APPROVED BY THE C.V.W.D.AND BY V.I.T. { ) z 2" HORIZONTAL ONLY. 4lf OF CP�-�F SHOWN ON THE IRRIGATION PLANS. B.SAMPLES = STAKE ABOVE FIRST BRANCHES 10 GAUGE STAINLESS STEEL SCREW B.WATER SCHEDULE SUBMIT SAMPLES OF MIX AND MANUFACTURER'S AGRICULTURAL ANALYSIS OF SAME TO LANDSCAPE ~ 1211 ARCHITECT FOR APPROVAL. FORM D.G. MULCH 1.THE CONTRACTOR SHALL PROGRAM CLOCK PER CONTROLLER SCHEDULE PROVIDED BY THE LANDSCAPE SAUC�� II I I Ij ARCHITECT. 14.PROTECTION OF PROJECT III C.SAMPLES,TESTS,AND INSPECTIONS A.THE LANDSCAPE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT AND MAINTAIN ALL W AREAS INCLUDED IN THE CONTRACT,INCLUDING LAWN AREAS,PLANT MATERIAL,AND THE LIKE,UNTIL FINAL ll 1.PLANTS SHAM BE SUBJECT TO INSPECTION PRIOR TO AND AFTER DELIVERY AND SHALL BE APPROVED BY THE ACCEPTANCE OF THE WORK. I U OWNER'S REPRESENTATIVE FOR QUALITY SIZE,AND VARIETY. THE SOURCE OF THE MATERIAL SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE. REJECTED PLANTS SHALL BE REMOVED FROM THE JOB SITE AND B.THE LANDSCAPE CONSTRUCTION AND MAINTENANCE FOREMAN ON THE JOB SITE SHALL BE A I 30rr REPLACED IMMEDIATELY. PLEASE CONTACT LANDSCAPE ARCHITECT IMMEDIATELY OF PLANTS COMPETENT ENGLISHSPEAKING SUPERVISOR,EXPERIENCED IN LANDSCAPE INSTALLATION AND NOT AVAILABLE. ALL PLANTS LISTED HAVE BEEN VERIFIED TO BE AVAILABLE. MAINTENANCE AND CAPABLE OF DISCUSSING MATTERS ON THE JOB SITE.THE CONTRACTOR SHALL CARRY NOTE: A COPY OF HIS OR HERS COMPANY'S STATE AND CITY LICENSE. 3Xi IA 2.PLANTS SPECIFIED ON DRAWING TO BE FROM DESIGNATED NURSERY,BY PATENT,OR PRE-TAGGED BY STAKING AS REQUIRED 'Ik- � �� UNDISTURBED NATIVE SOIL LANDSCAPE ARCHITECT SHALL BE DELIVERED TO JOB SITE. ABSOLUTELY,NO SUBSTITUTION WILL BE MADE.IF C.WORKMEN SHALL PRESENT A NEAT APPEARANCE AT ALL TIMES AND SHALL CONDUCT ALL WORK PLANT AVAILIBILITY IS IS NOT FOUND,CONTRACTOR IS TO CONTACT LANDSCAPE ARCHITECT FOR A SOURCE. OPERATIONS AND DEALINGS WITH THE PUBLIC IN A COURTEOUS MANNER. WORKMEN SHALL BE FULLY CLOTHED AT ALL TIMES.THE DEVELOPERS SUPERINTENDENT SHALL CONTROL AND REGULATE THESE 3.SAMPLING,TESTING,OR INSPECTION COSTS SHALL BE BORNE BY CONTRACTOR. ITEMSIISSUES IF THEY ARISE. 4.CODES AND ORDINANCES 16.MAINTENANCE A.THE WORK SHALL COMPLY WITH THE FOLLOWING CODES AND STANDARDS,AMENDED TO THE DATE OF THIS PLEASE REFER TO PALM DESERT MAINTENANCE GUIDELINE PUBLICATION SPECIFICATION,WHICH ARE BY REFERENCE MADE A PART OF THIS SPECIFICATION: OA TREE PLANTING B SHRUB OR TREE PLANTING, SLOPE 1.AMERICAN ASSOCIATION OF NURSERYMEN 17.GUARANTEE 2.STATE OF CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE. A.LIMITATIONS B.THE WORK SHALL COMPLY WITH THE CODES,ORDINANCES,AND/OR SPECIAL CONDITIONS IMPOSED BY THE C.C, GUARANTEE AFTER COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE WILL BE &R'S OF THE COMMUNITY IN WHICH THE WORK IS BEING PERFORMED. CONTINGENT UPON OWNER'S CONTINUATION OF MAINTENANCE PROGRAM BY UTILIZATION OF A COMPETENT AND LICENSED LANDSCAPE MAINTENANCE CONTRACTOR. FINISH GRADE,GROUND 5.PLANT MATERIAL COVER PLANTING AREAS A i B.PROTECTION OF INTEREST FINISHED � FACTORY .NOMENCLATURE GRADE THE CONTRACTOR,PROTECTING HIS OWN INTEREST,IS OBLIGATED TO PERIODICALLY CHECK WORK TURF III--III III-=III CUT THERMAL FOR NOMENCLA I URE,SEE LIST OF PLANT MATERIAL AS SHOWN ON THE DRAWING. AFTER HIS MAINTENANCE PERIOD IS OVER AND FINAL ACCEPTANCE HAS BEEN MADE,TO INSURE THAT 7171k III III-III III III= PROPER MAINTENANCE PROCEDURES ARE BEING IMPLEMENTED. ALL REPORTS SHALL BE MADE TO AREA = IIIIII=III=III-III ESLIP XPANSION 2rr FINAL COMPACTED DEPTH B. MATERIALS OWNER IN WRITING IMMEDIATELY FOLLOWING VISITATION. III= III-III=III=III= 7 GAJGALVANIZED 2" III=ICI=ICI I� 1= SEE DECOMPOSED GRANITE MULCH ALL TREES,SHRUBS,SOD,AND OTHER MATERIAL SHALL BE OF THE SIZE,VARIETY,AGE,CONDITION,AND IN C.IMPROPER MAINTENANCE III III III III III III I�I STEEL HAIRPIN, CHART CONTAINERS,BARE ROOT,OR ROOTED CUTTINGS AS SHOWN AND SPECIFIED. ALL PLANTS SHALL BE HEALTHY, III III -III SEE CHART FOR WIDTH AP o O COLOR/SIZE PER PLAN SHAPELY,WELL-HOO I ED(BUT NOT ROOTBOUND),WELL-GROWN,FREE FROM INSECT NESTS OR PLANT DISEASES, IN CASE OF NEGLIGENT OR IMPROPER MAINTENANCE,THE LANDSCAPE CONTRACTOR SHALL STATE IN AND SHALL HAVE BEEN GROWN IN NURSERIES WHICH HAVE BEEN INSPECTED BY THE STATE OR BY THE COUNTY WRITING TO THE OWNER HIS OBSERVATIONS AND RECOMMENDATIONS. ANY CLAIM NOT IN WRITING SHALL ICI= PLASTIC -BOA D HORTICULTURAL INSPECTOR AND ARE IN COMPLIANCE WITH ALL REGULATIONS THEREOF. PLANTS SHALL BE NOT BE CONSIDERED. III III II PLASTIC HEADER =III=III-III III-III-III-III- FIRST CLASS REPRESENTATIVES OF THEIR NORMAL SPECIES OR VARIETIES. THEY SHALL HAVE NORMAL,WELL =III=III= BOARD,SEE CHART III=III-III=II=III=III=III=III ,,r ,� o DEVELOPED BRANCH SYSTEMS,VIGOROUS,AND FIBROUS ROOT SYSTEMS. TREE TRUNKS SHALL BE STRAIGHT D.CONTAINER STOCK&GROUNDCOVER SECTION =III= FOR SIZES =III=III=III III=III=III=III 4' AND STURDY.ALL PLANTS SHALL BE WELL"HARDENED-OFF." SPECIMEN PLANTS RELOCATED FROM OFF SET III=II=III 4^�`''w PLASTIC STAKE = III= �" `• ALL ROOTED GROUNDCOVERS AND CONTAINER PLANTS UP TO AND INCLUDING FIFTEEN 15 GALLON SIZE T O.C.MAX.USE II=III ' LOCATION FURNISHED BY A PLANT BROKER OR NURSERY SHALL MEET THE ABOVE MINIMUM STANDARDS. ( ) 7 GA.. SHALL BE GUARANTEED BY THE LANDSCAPE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF PLATED DECK SCREWS GALVANIZED III II III e p 0 C.DEFECTIVE MATERIAL NINETY(90)DAYS AFTER COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. FOR ATTACHMENT =III-III= j� M STEEL HAIRPIN, PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED,WILL BE CONSIDERED DEFECTIVE,AND E.BOXED&SPECIMEN TREES SEE CHART FOR WIDTH SLIP JOINT DETAIL F7, M SUCH PLANTS,WHETHER IN PLACE OR NOT,WILL BE MARKED AS REJECTED,AND SHALL BE IMMEDIATELY v SEE CHART FOR REMOVED FROM T HE PREMISES AND SHALL BE REPLACED WITH NEW ACCEPTABLE PLANTS. BOXED AND FIELD GROWN TREES,SHALL BE GUARANTEED BY THE LANDSCAPE CONTRACTOR TO"LIVE SEE CHART FOR MAX.CROWN LENGTH �- AND GROW"IN AN"ACCEPTABLE,UPRIGHT POSITION-FOR A PERIOD OF ONE(1)YEAR AFTER COMPLETION MINIMUM W Qp OF THE SPECIFIED MAINTENANCE PERIOD AND FINAL ACCEPTANCE. DEFINITION OF"LIVE AND GROW'AND RADIUS < I D.PLANT SIZE "ACCEPTABLE,UPRIGHT POSITION"SHALL MEAN THAT THE TREE MUST,DURING THE GUARANTEE PERIOD. NOTES: NATIVE SOIL' BROWN(STOCK ITEM) TAMP SUSTAIN A HEALTHY,VIGOROUS APPEARANCE. IT SHALL NOT DEFOLIATE MORE THAN THIRTY(30%) W O SIZE OF PLANT SHALL BE AS STATED ON DRAWINGS. CONTAINER STOCK(1 GALLON,5 GALLON,AND 15 GALLON) 1.COLOR OPTIONS !f SHALL BE GROWN IN CONTAINERS FOR AT LEAST ONE(1)YEAR,BUT NOT OVER TWO(2)YEARS. PERCENT NOR SHALL THIRTY(30%)OF THE FOLIAGE BE DRIED AND UNHEALTHY IN APPEARANCE. IF THE TO REMOVE AIR POCKETS AN PLTS SIZED PER HEIGHT AND SPREAD SHALL MEET THE REQUIREMENTS AS SPECIFIED IN THE PLANT LEGEND. TREE,DURING THE GUARANTEE PERIOD,DOES NOT SUSTAIN THIS SPECIFIED APPEARANCE,IT SHALL BE - REMOVED AND REPLACED BY A TREE EQUAL TO THE ORIGINAL SPECIFICATIONS. ANY DAMAGE TO SEE CHART FOR MAX.CROWN HEIGHT SAND(SPECIAL ORDER) E.SUBSTITUTIONS ADJACENT PLANTING,STRUCTURES,LIGHTING,OR SPRINKLERS DURING REPLACEMENT OPERATIONS ELEVATION-CROWN DIMENSIONS pVgN 2.INSTALLATION TIPS SHALL BE REPLACED AND/OR REPAIRED AT THE LANDSCAPE CONTRACTORS EXPENSE. -USE COARSE WOOD WORKING W I� UNDER NO CONDITIONS WILL THERE BE ANY SUBSTITUTIONS OF PLANTS OR PLANT SIZES,EXCEPT WITH THE TOOLS O �� EXPRESSED WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. TREES DELIVERED TO THE JOB SITE AND INSTALLED IN ADVANCE OF CONSTRUCTION AND OTHER SITE BEND-A-BOARD CHART FOR CUTTING AND DRILLING. IMPROVEMENTS SHALL BE MAINTAINED BY THE LANDSCAPE CONTRACTOR AND SHALL BE SUBJECT TO THE MINIMUM MAXIMUM RECOMMENDED SLIP JOINT -USE PLATED SCREWS OR RING N W F.NAMED GENUS OR SPECIES SAME GUARANTEE PERIOD FOLLOWING THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE. HDR. ACTUAL RADIUS CROWN GAP AT SLIP HAIRPIN SHANK NAILS TO JOIN BOARDS. ALL PLANTS SHALL BE TRUE TO NAME AND ONE(1)OF EACH BUNDLE OR LOT SHALL BE TAGGED WITH THE NAME F.LIMITS OF GUARANTEE RESPONSIBILITY SIZE DIMENSIONS POSSIBLE POSSIBLE JOINT DIMENSIONS 3X ROOT BALL -ALLOW FOR THERMAL EXPANSION • PLANT A ACCORDANCE WITH THE STANDARDS OF PRACTICE RECOMMENDED BY THE D WITH T 1x4 3 1/2"x 3/4"x 20' 24" 1 "/20' 1/4"-112" 3/4"ID x 13" THE SLIP BY LEAVING GAPS IN Z c) ~n O OF THEPURCHASE OF,THE DELIVERY OF,OR THE PLANTING OF ANY AND ALL PLANT MATERIAL SHALL NOT 2x4 3 1/2"x 1 12'x 20' 36" 13"/20' 1/2"-3/4" 1 112"ID x 13" JOINTS OR AT THE END O l ASSOCIATION OF NURSERY MEN. ELIMINATE THE OBLIGATION OR EXCUSE THE LANDSCAPE CONTRACTOR FROM HIS RESPONSIBILITIES TO 1x6 5 1/2"x 3/4"x 20' 24" "/20' 1/2"-3/4" 3/4"ID x 13" OF THE RUN. G.WATER SOURCE GUARANTEE THE PLANT MATERIAL AS SPECIFIED ON THE DRAWINGS OR PER THESE SPECIFICATIONS. 2x6 5 1/2"x 1 1/2"x 16' 36" N/A 3/4"-1" NIA -DO NOT SCREW THROUGH LSET ON UNDISTURBED NATIVE U O0 WATER FOR SOIL PREPARATION,PLANTING,AND IRRIGATION WILL BE FURNISHED BY THE OWNER. SLIP JOINT. SOIL G.WRITTEN NOTIFICATION MANUFACTURED BY:EPIC PLASTICS,1880 GARDEN TRACT RD.,RICHMOND,CA 94801 8.PLANTING PH#(510)235-9339 www.epicplastics.com THE LANDSCAPE CONTRACTOR SHALL,WITHIN TEN(10)DAYS OF WRITTEN NOTIFICATION BY THE OWNER A.GENERAL OR HIS DULY AUTHORIZED REPRESENTATIVE,REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIAL WHICH FOR ANY REASON FAILS TO MEET THE REQUIREMENTS OF THE GUARANTEE. REPLACEMENT SHALL E RECYCLED PLASTIC HEADER BOARD D SHRUB PLANTING ALL WORK SUCH AS HEADER INSTALLATION,WALKS,PAVING,CONCRETE WORK,ELECTRICAL WORK EXCEPT BE MADE WITH PLANT MATERIALS ORIGINALLY SPECIFIED AND SHALL ALL MEET ORIGINAL GUARANTEES. FIXTURE LOCATION,FENCING WHERE ACCESS IS NECESSARY,DRAINAGE WORK,GAS LINE INSTALLAI ION, IRRIGATION WORK,AND ANY OTHER WORK REQUIRED UNDER THESE DRAWINGS AND SPECIFICATIONS,SHALL BE 18.INSPECTIONS COMPLETED PRIOR TO PLANTING. SPECIMEN TREES TWENTY-FOUR(24-)INCH AND LARGER BOX SIZE ARE EXEMPT FROM THIS RULE WHERE ACCESS MIGHT BE RESTRICTED BY CONSTRUCTION PHASES OF LANDSCAPING OR A.PROGRESS CHECK BUILDING. ALL PLANTS SHALL BE CONTINUALLY MAINTAINED BY THE LANDSCAPE CONTRACTOR. A PROGRESS CHECK INSPECTION SHALL BE MADE AFTER COMPLETION OF GRADING AND IRRIGATION B.FINISHED GRADE INSTALLATION AND PRIOR TO THE PLANTING OPERATIONS. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER OR HIS DULY AUTHORIZED REPRESENTATIVE TWO(2)DAYS IN ADVANCE TO THE DATE OF THE ALL PLANTS SHALL BE SO THAT THEY BEAR THE SAME RELATIONSHIP OR HIGHER TO THE REQUIRED FINISHED WORK WHICH WILL BE READY FOR INSPECTION, THE OWNER OR HIS REPRESENTATIVE AND/OR GRADE AS THEY BORE TO THE NATURAL GRADE BEFORE BEING TRANSPLANTED. EACH PLANT SHALL BE PLANTED LANDSCAPE ARCH17 EC 1 WILL THEN SET A SCHEDULE FOR INSPECTION. IN THE CENTER OF THE PIT AND BACKFILLED WITH PREPARED SOIL AS SPECIFIED. NO PLANT SHALL BE PLANTED WITHOUT DRAINAGE FROM CROWN. B.FINAL INSPECTION 7.CONTAINER MAI LRIAL FINAL INSPECTION SHALL BE CALLED AT THE END OF PLANTING OPERATION AND THE MAINTENANCE PERIOD FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS A.SHRUBS SHALL BE INSTALLED AS SHOWN ON PLANS, PLANT LAYOUT IN CONTAINERS SHALL BE INTENT,WORKMANSHIP AND CLEAN-UP. LANDSCAPE CONTRACTOR SHALL SECURE WRITTEN APPROVED BY LANDSCAPE ARCHITECT PRIOR TO FINAL PLANTING. VERIFICATION OF INSEEC I ION DA TES,ANY CORREC I IONS REQUIRED TO WORK,AND LIMITS OF INSPECTED AREA BEFORE ACCEPTANCE OF CORRECTED WORK. B.PLANT PITS THE LANDSCAPE ARCHITECT SHALL SIGN OFF THAT THE DESIGN INTENT HAS BEEN MET PRIOR TO THE PLANT PITS SHALL BE DUG WITH LEVEL BOTTOMS,THREE TIMES WIDTH OF THE CONTAINER OR ROOTBALL AND CONTRACTOR LEAVING THE SITE AND CONFIRMED WITH A FINAL WALK-THRU OR PROJECT. THE DEPTH TO BE EQUAL TO THE HEEGHT OF THE ROOTBALL. TOP OF ROOTBALL TO BE FLUSH WITH FINISH GRADE. C.INSPECTION COSTS C.REMOVAL FROM CAN � IN THE EVENT THE LANDSCAPE CONTRACTOR REQUESTS INSPECTION OF WORK AND WORK IS I OPEN CANNED STOCK BY CUTTING CAN VERTICALLY ON TWO OPPOSITE SIDES OF CAN WITH TOOL FOR THAT SUBSTANTIALLY INCOMPLL I E,THE LANDSCAPE CONTRACTOR MAY BE RESPONSIBLE FOR INSPECTION PURPOSE. AN AXE WILL NOT BE PERMITTED.CONTRACTOR TO AVOID CUTTING OR DAMAGING THE ROOT SYSTEM COSTS OF OWNER'S CONSULTANTS. oc WHILE REMOVING FROM CONTAINER. r 1 r--q 1 ' 8. PLANT PIT BACKFILL A.BACKFILL SHALL CONSIST OF NATIVE SOIL,UNLESS AMENDMENTS ARE RECOMMENDED PER SOILS I FERTILITY REPORT B.PROCEDURES BACKFILL MATERIAL IN PLANTS PITS SHALL BE TAMPED FIRM AND A SHALLOW BASIN FORMED AROUND THE PLANTS TO HOLD ENOUGH WATER TO SATURATE THE ROOT BALL AND BACKFILL. WATER-ON PLANTS f 1 0 IMMEDIATELY AFTER PLANTING. DO NOT RAISE BASIN RIM ABOVE SURROUNDING GRADE. C.HANDLING V1 NO MATERIAL SHALL BE PLANTED IF THL ROOT BALL IS BROKEN OR CRACKED EITHER BEFORE OR DURING -] THE PROCESS OF PLANTING. ^ / 9.SOIL AMENDMENTS A.GENERAL `1 IN ALL LANDSCAPE AREAS,THE FOLLOWING APPLICATION SHALL BE MADE PER EVERY ONE-THOUSAND �I O (1000)SQUARE FEET OF AREA,AND SHALL BE THOROUGHLY ROTOTILLED IN TWO DIRECTIONS INTO T HE TOP SIX(6")INCHES OF SOIL,AND THE AREA WATERED DOWN.(SODDED TURF AREAS ONLY) Q+ B.MIXTURE r T 1 CONTRACTOR TO USE NATIVE SOIL AS BACKF!LL UNLESS OTHERWISE DENOILD IN THL AGRICUl 10RAL SOILS NI-PORT. N N SOILS AMENDMENTS TO BL ADDED PER SOILS I I R I ILI I Y RLPOR I HECOMMENDA FIONS,IF APPLICABLE AND w RECOMMEND€D BY THE SOILS REPORT. C.SOILS TESTS l 1. NUMBER OF TLS T 5 WQW OBTAIN ONL(1)AGRICULTURAL SOILS TESL PLR LVLRY F IVC THOUSAND SQUARE FEET(5,000 S.F.)OF ^ C)PLANTING AREA,AFTER ROUGH GRADE HAS BEEN ESTABLISHED MIXING OF SAMPLES TOGETHER TO P., OBTAIN AVERAGE SITE CONDITION WILL NOT BE ACCEPTABLE. V 2.SAMPLE LOCATIONS SHALL BE INDICATED GRAPHICALLY IN THE SOILS REPORT. 3,ADDITIONAI S011 SAMPI F TST IOCA I IONS MAY lit Rl OUIRI. 1)AS DIHI.GILD BY THL LANDSCAPE ARCHITLCI 4.SEPARATE SOILS TESTS SHALL BE IAKLN ON MAJOR GRAULD SI I LS HAVING DISTINCT CUTAREAS,FILL AREAS,AND NATURAL UNDISTURBED PLANTING AREAS. O Q+ 5.TEST REPORTS SHALL INCLUDE,BUT SHALL NOT BE LIMITED TO,THE TESTING FOR,ANALYSIS WITH INTERPRETATION,AND RECOMMENDATIONS FOR TEXTURE,LIME,PH,EC,AVAILABLE NITROGEN, p PHOSPHORUS,POTASSIUM,AND BORON, 00 7 � 6.AGRICULTl114AL SOILS I LS IS SHALL BL PERT ORMLD BY A CLR 111 ILD SOILS ILS I INC;LABORATORY. ice, 7.COPIES OF SOILS REPOR 1 S SHALL BE APPROVED BY t HE LANDSCAPL ARCHI IEC I BEFORE COMMENCING WITH WORK. S.POTS AND MOVCABLC rONTAINERS Q� A.PREPARATION These plans have been reviewed"by the Coachella Valley Water District in Q Q U accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section WHERE DRAIN HOLLS ARL PROVIDED,FILL BOTTOM OF POT OR PLANTER WITH A TWO(T)INCH LAYER OF 65597 et seq.requiring efficient landscape and irrigation design In cooperation DRAINAGE AGGREGATE AND COVER WITH FIBERGLASS MAT. with the local governing agency(City or County) "Approval of this drawing by CVWD Staff does not constitute approval to B.PLANTING SOIL 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 AS PER THE SOILS REPORT RECOMMENDATION ONLY. and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. C.FILL HEIGHT DATE WATER MANAGEMENT SUPERVISOR UNLESS OTHERWISE SI'LCIF ILD t ILL HL IGH I SHALL BL TWO(2)INCHES BELOW HIM OF POTTERY. DEVELOPMENT SERVICES SUPERVISOR 12.SOD PLACEMENT Underground Service Alert NORTH A.SUB-GRADE SOIL SHALL BE LEFT ONE(1")BELOW FINISHED GRADE OF ADJACENT HEADER BOARDS, NORTH1 WALKWAYS,AND PERMANENT PAVED AREAS. B.PRE-MOISIEN SOD BLD o c 3�� _s �� °� Call: TOLL FREE AFTER PREPARATION OF 1 HE SOIL, THE AREA MUST BE PREIRRIGATED TO WET IT 1-800 SHEET TO DEPTH OF FOUR(4") a 422-4133 INCHES. IT SHALL BE DAMP BUT NOT MUDDY,AND WITHOUT DEPRESSIONS. (TWO WORKING DAYS BEFORE YOU DIG) L- 1 8 SECTION 421614217 OF THE GOVERNMENT CODE PUBLIC WORKS DEPAa TWENT REQUIRES A DIG ALERT IDENTIFICATION NUMBER OF 19 SHEETS Cl i Y OF PALM I_E; SERT BE ISSUED BEFORE A"PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION NUMBER CALL UNDERGROUND SERVICE ALERT. PLANTING DETAILS & SPECIFICATIONS