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Gateway Industrial Dinah Shore Drive - Landscape Median_1
t a O \A a 8 a C LI O 13 iwunga O 4 Q chu ac u a dre -�- 0 0 oIN . - D D D EIT CHARLES �9NFOID a 0 0 0 TROWB RI DG E c— RAMON RD AND ASSOCIATES 'Z Berdan Holdings , LLC 1599 SUPERIOR AVENUE GATEWAY INDUSTRIAL JE 0 SUITE B-5 � 1 \ 501 Spectrum Circle COSTA MESA, CA. 92627 V DINAR SHORE [A PH (949) 548-3663 FAX (949) 646-7278 DINAH SHORE DRIVE - LANDSCAPE MEDIAN ,o Oxnard, CA. 93030-7949 LANDSCAPE ARCHITECTURE LIC. # 2242 �— PALM DESERT, CA. SITE (805) 377-7657 � PARCEL MAP NO. 24255 GERAID FORD o t FRANK °D SINATRA DR LT- I TITLE SHEET -� CITY OF PALM DESERT SOILS SUITABILITY REPORT LC- I CONSTRUCTION PLAN � IANDSCAPE INSPECTION SCHEDULE A. THE LANDSCAPE CONTRACTOR SMALL BE LICENSED AND POSSESS ALL LEGAL LC-2 CONSTRUCTION PLAN VICINITY MAP DOCUMENTATION OF THE STATE, COUNTY AND LOCAL GOVERNMENTS. (d) THE CONTRACTOR SMALL BE FERTILIZERS IN QUANTITY AND QUALITY RESPONSIBLE EMEDIAL AMENDMENTS AND INCORPORATION TECHNIQUES LC-3 CONSTRUCTION PLAN SCALE = N.T.S. I } 5leeving Grading B. THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH THE LOCAL CONDITIONS AS SPECIFIED IN REPORT. WATER CONSERVATION STATEMENT a. Sleeve diameter, type, depth and location AND SUCCESSFUL STANDARD PRACTICES APPLICABLE TO THE 501L TYPE OR (e) THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULFILLING THE LC-4 CONSTRUCTION PLAN � b. Soil surface drainage, elevations and trash (including weeds rubble) TYPES WITHIN THE PROJECT BOUNDARIES. ALL OPERATIONS AND MATERIALS RECOMMENDATIONS PRIOR TO PLANTING. FOR: DINAH SNORE DR. SMALL BE SUBJECT TO LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS. (f) IN THE CASE THAT INCON515TENCIES SHOULD EX15T BETWEEN LANDSCAPE PLANS, LC-5 CONSTRUCTION PLAN IN THE CITY OF PALM DESERT 2) Mardscape / Boulders - Cobble 1 . THE LANDSCAPE CONTRACTOR SMALL BE RESPONSIBLE FOR ANALYTICAL SOILS a. Sidewalk and wall layout SAMPLING, TESTING AND REMEDIAL RECOMMENDATIONS. LANDSCAPE SPECIFICATIONS AND/OR SOILS REPORT AND ITS ENSUING TOTAL LANDSCAPED AREA: 20,443 SQ. FT. / .50 ACRES b. Utilities location (a) LANDSCAPE CONTRACTOR SMALL SUPPLY AGRICULTURAL SUITABILITY SOIL RECOMMENDATION, THE LANDSCAPE ARCHITECT SMALL BE NOTIFIED PRIOR TO LC-G CONSTRUCTION - NOTE: TOTAL LANDSCAPED AREA INCLUDES DIG AND COBBLESTONE c. Boulder type, size, wieght and placement ANALYSIS, REPORT AND RECOMMENDATIONS TO OWNER AND TO LANDSCAPE ANY FURTHER SOIL PREPARATION WORK. • AREAS ARCHITECT PRIOR TO ANY LANDSCAPE WORK. ( SEE LANDSCAPE 5PECIFICATT)1\15). DRAINAGE SMALL BE PROVIDED FOR PROPER AERATION OF THE ROOT ZONE OF PLANTING DETAI L5 TOTAL PLANTED AREA: 8,223 SQ. IT. / .20 ACRES 3) Irrigation System Rough - In (b) SAMPLES SMALL BE TAKEN IN THE FIELD BY A QUALIFIED SOILS TECHNICIAN OR ALL PLANTS AT THEIR MATURITY. THE CONTRACTOR SHALL PROVIDE EXPERTISE TO LI- I IRRIGATION PLAN a. Trench depth and location OTHER APPROVED INDIVIDUAL. INSURE PROPER DRAINAGE FOR ALL PLANTS PRIOR TO PLANTING. THERE-ARE NO TURF OR GROUNDCOVER PLANTINGS TO BE USED b. Pipe size and class (c) ANALYTICAL SOILS TESTING SHALL BE PERFORMED BY SOIL AND PLANT LABS o* METHODS MAY INCLUDE, BUT ARE NOT LIMITED TO RIPPING AND/OR DRILLING LI-2 IRRIGATION PLAN ON THiS SITE. THERE ARE NO WATER FEATURES. c. Pressure test (1 25 psi for G hours) AN APPROVED SOILS LAB. TESTS SHALL INCLUDE A FERTILITY ANALYSIS WITH THROUGH IMPERVIOUS STRATA. OTHER METHODS OF STANDARD PRACTICE WRITTEN RECOMMENDATIONS PERTAINING TO NATIVE SOIL, IMPORTED TOPSOIL UTILIZED WITHIN THE LOCAL AREA ARE SUBJECT TO APPROVAL. LI-� IRRIGATION PLAN THERE ARE THREE HYDROZONES FOR THIS SITE, UTILIZING LOW, 4) Plant Material (trees * shrubs) AND BACKFILL MIX. MODERATE AND HIGH WATER USING PLANT MATERIAL, THE PLANT a. Condition LI-4 IRRIGATION PLAN FACTOR RANGE FOR THIS USE IS .8 FOR HIGH PLANTS, .5 FOR b. Type MODERATE PLANTS AND .2 FOR LOW WATER USAGE TYPE PLANTS. c. Placement LI-5 IRRIGATION PLAI`,j THE IRRIGATION SYSTEM HAS BEEN DESIGNED USING SINGLE 5) Ground Cover (decomposed granite) LI-6 IRRIGATION GATI ON LE�• OUTLET EMITTERS FOR THE SHRUBS AND EMITTER DRiPLINE a. Type BEN D, SYSTEMS FOR THE TREES TO CONSERVE WATER USE. b. Depth and spacing GENERAL NOTES NOTES * DETP � c. Compaction L5 THE AUTOMATIC CONTROLLER USED ON THIS SITE SHALL BE AN AMBIENT LIGHT POWERED AUTOMATIC CONTROLLER PER CITY G) Final CTA has taken care to research alicable codes and requirements in reparin these fThe existen e and location of any under round utilitie shown on the plans were obtained LP- ( PLANTING Py,,N GUIDELINES. a. Irrigation: drawings and is not responsible boii�� changes to such occurring after a;ency apgproval or Tom availab�e records at the time the pllN were dratted aid do not c nstitute a duringnstallation. representation s to the accurac r om lete C55 of e location or the existence or LP-2 PLANTING PLAN 1) Valves, boxes and wiring A requested b the Client CTA will visit the sitte at intervals a ro date to the sta e non-existence f such u ilities. In the G all nia, Contract r shall contact A Bi-ANNUAL WATER AUDIT OF THE SITE SHOULD NOT BE REQUIRED h I o constructionYo re iew t ie ro Tess and ualit of work andpo determine t eta6l if Underground Services lert at ! - 8�-4 4 prior to performing any construction u) Conroller, operation and sc edu e Y work. In other areas, contractor shall contact a similar a enc /or anization. � the work +s being per orrned i a anner indl atinqq that the work when coin let�d will 9 Y 9 DUE TO THE FACT THAT THE PLANTED AREA IS LESS THAN ONE in) Sprinkler, bubbler, and/or drip emitter type, flow rate and be in substantial conformance with the construction documents. 'However, TA will not LP-3 PLANTING PLAN ACRE. r quantity per plant make exhaustive or continuous on-site inspection to check duality of the work. Contractor shall su ery s and di ect the work u ing the Contractor's best skill and iv) Overall operation attention. Contractpor sl�a1l be so�ely responsible for and have control over construction LP-4 PLANTING F LAN THE ETO FOR THIS SITE WAS BASED ON ZONE 4 FOR PALM DESERT. v As built p CTA is not res nsibI for construction means, methods, techni ues se uenCC5 or means, methods, techniques, sequ nce , and procedures and for coordinating all portions p q h of the work. PLAN THE ANNUAL ETO FOR THIS REGION iS 93.9 INCHES PER YEAR. b. Tree stakm rocedure5, or or sa et precautions and programs in connection with the work, since LP-5 PLANTING / 9 hese are solely the Contractor's responsibility. CTA is not responsible for the Contractor shall be responsible to the Owner/Client for acts and omissions of the c. Overall Contractor's failure to carry ?ut the work in accordapce with the construction contract Contractor's ernF ees subcontractor and their agents and emplo ees, and other p MAXIMUM ANNUAL APPLIED WATER ALLOWANCE (MAAWU = 320.0 documents, nor responsible or octs or omissions o thef ontractor, subcontractors, or persons perforrr inc por ions of the work under a contract with Contractor. L1 -� PLANTI N C, LEGEND, / their agents or emrloyees, or o any other persons per orming portions of the work. CCF Contractor shall be responsible for initiat+n , marntarnrn , and su ervisinq all safety NOTES MAAWA= [ (ETO) X (0.60) X (LA),"X (.62)] / (748) There is no warranty or guarantee either expressed or implied by CTA for the precautions and programs in connection with the performance o the col�struction r D ETAI L5 completion of the work or the quality of performance of the construction contractor(s). contract. THE ACTUAL PLANTED AREA IS 8,223 SQUARE FEET, BASED ON in the event CLIENT consents to, allows, authorizes or approves of Chan es to any plans, - LS- i SPECI F THIS FIGURE THE MAAWA FOR THE ACTUAL PLANTED AREA IS: specifications or other onstruction documents and these alterations a�e not pp�oved ;° ICATIOIV5 320.0 CCF ire wnt+nr by CTA, CLI f r coqnizes that 5etjE�lteration and the re ults thereo) arerw . not the es onsibilit o CTeA. 1n addition I T a Tees, to tnhe ful�est extent `` "'°� / permitted by law, to indemnify and hold CfiA harmlesgs from any damage, liability or B '+ ' L5-2 5PEC1 'f I CATI ON. ESTIMATED ANNUAL APPLIED WATER USE (EAAWU) =275.G I CCF 9 Y� g =• cost includin reasonable attorne s fees and costs of defense) arisen from such , ..�. EAAWU=[(ETO) X (0.80) X (LA) X (.G2) / (748)1 / .90 (FOR HIGH altera ions. ' L5-3 SPEC,i FICATION PLANTS) 3° EAAWU=[(ETO) X (0.50) X (LA) X (.G2) / (748)1 / .90(FOR MODERATE MAINTENANCE PROCEDURE SCHEDULE # , a�rr-� THESEPLANS HAVE �, Ew� e� ,, ,, „ PLANTS ) ACCORDANCE WITH WATER CODE TTILF 7� CHAPTER 3. ARTICLE 1D.B. SECTION 85597 ET SEQ. REQUIRMIG EFFICIEM llIN09CA�� DESIGNEAAWU [(ETO) X (0.20) X (LA) X (.G2) / (748)] /.90 (FOR LOW REFER TO THE CURRENT CITY OF PALM DESERT LANDSCAPE MAINTENANCE GUIDEBOOK � � � ° LOCAL c�RNINc AGENCY (M a Cmmm PP+a�ia� F TI s p �� THE APPROVED STAFF Does NIDT CONSTTTM TO ENCROACH KM MTRICT AND useR PLANTS) FiNAL LANDSCApE �p,N�SCAp� RIGHTS-4F-010I TREES. P+-Ag. WALLS AND PER1MAN1NT STRUUCTTUReS OF ANY IQ� MAY HYDROZONE I, HIGH WATER USING PLANT MATERIAL = 458.5 SQ. UATE. AC GE W T,Q ,y,� NOT BF a iR �Ns-TALLED IN CVWD AND useR EASEMENTS OR RIGHT OF WAY FT. = 3 1 .74 CCF 44CL-REVi O WITHOUT FIRST OBTAINING AN ErK�iAOCHMENT PERMIT FROM CM. NYDROZONE il, MODERATE WATER USING PLANT MATERIAL = DIG ALERT LAND5CAPEMgNq V =� No. 2242 /a 4,21 .5.5 SQ. FT. = 182.5 1 CCF HYDROZONE III, LOW WATER USING PLANT MATERIAL = 3,54G.0 0 -� U Exp. 10/31/06 t�T1 J 5Q. FT. = 6 1 .3G CCF DIAL TOLL � � /—,2—0 7 K TOTAL EAAWU BASED ON ,ACTUAL PLANTED AREAS = 275 CCF 1-800-Q2- D AT LEAST TWO BEFORE YOU D GAS RBVISIED 12-07-06 s�S/T C�\P F of CAL�F� DEVEMPMENT SERVICES UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Q BENCH ELEV. 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPROV Y: CITY OF PALM DESERT FI NO' NO. REVISIONS APPROVED DATE NO. 155 SHEET MARK (NGVD29) TROWBRIDGE cWT CITY OF PALM DESERT CALIFORNIA �____ Q . 2242 ��_ �-- -�,, LOCATION AND ASSOCIATES SIGNATURE DRAWN BY Q T 1599 SUPERIOR AVENUE DATE GG PARCEL MAP NO. 24255 -- OF i 2.5" BRONZE DISK STAMPED LS 4146 BM 1987 CHARLES TROWBRIDGE 1 h O WING N0. 4- TOP B-5Cq IN TOP OF CURB. NORTH SIDE OF GERALD FORD . COSTA MESA,CA.92627 A / / CHECK BY MARK GREENWOOD, P.E. DATE GA��AY �D 2 2 00 DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. PH(949)548-3663 FAX(949)646-7278 3 6 06 DIRE TOR OF ALAI* PLAN 1 1 2.0' E'LY OF B.C.R. LANDSCAPE ARCHITECTURE LIC.#2242 CT RCE NO. 57989 EXP. 6/30 08 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29. T.XS., R.XE., S.B.B.M. SHEETS o L-1863 A �-- 1 10' 10' 10' 10' 30 co 'n i� _Rr 23 _1" IS- N � 10 1 co 1 L S � N w ,�0 0 52'_ 111'_0„ M sL10, cv - - _ 3 g, S , S �s _11» 32 _4» 1 p 1 p. — r Iv w -......,,,. 5 \~`w�•Hwy �`•'`• ~�````. -`ate.. •v •.'\ ..\ •"� PAR W -EXISTING UTILITY LEGEND A ► W rr,. SEWER LINE S m L 5 f E--4 \ 5 ______............................. ......... ............... ............................. STORM DRAIN 1� 6mmmmmi SCUM v i•0M•-V �-- WATER LINE �� �.PNOSCAPF rRo�q,�0 C) 2� No. 2242 t —} -J U Exp. 10 3 /08 f— REVISED 12-04-06 cA - —-- - Q BENCH 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPROVED CITY OF PAL DESERT FILE N0. SHEET N0. REVISIONS APPROVED DATE MARK N0. 155 ELEV. (NGVD29) TROWBRIDGE CWT CITY OF PALM DESERT, CALIFORNIA 2242 LC- 1 LOCATION AND ASSOCIATES SIGNATURE D GG WIN N 2.5 BRONZE DISK STAMPED LS 4146 BM 1987 CHARLES TROWBRIDGE DRAWN BY ' (! D PARCEL MAP NO. 24255 OF N IN TOP OF CURB. NORTH SIDE OF GERALD FORD SUITE B 5 GATEWAY INDUSTRisL MEDIAN 2 2 co COSTA MESA, CA. 92627 CHECK BY MARK GREENWOOD, P.E. DATE DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. PH(949)548-3663 FAX(949)646-7278 3/06/06 CT DIRECTOR OF CO1�81 cTm � 2 rn 2.0' E'LY OF B.C.R. LANDSCAPE ARCHITECTURE LIC.#2242 RCE NO. 57989 EXP. 6/30/08 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29. T.XS., R.XE., S.B.B.M. SHEETS 0 t I - I I w _ w ,..� W � 4 V1 W W 1�� !�I v 1 I v` I i PARCEL 37 I 1+1 PARCEL 5 i ............. .............. ................... ........ . .................. 30'-0" 1'-7_' I 107'-2" 41 -9 ......................._ �.......................................... _............. - _ ..........._. ............... _ �-,..................... _.................. ...-...................v. � ...........,� ............ . . ...... --- - 17' 1" 10 10' 10' 107'-6" , » - y 3 -0 ..........._.... __.. _. - a ........ s---- 26'-8 9 " '- 0.. 143'._0��..� s R S . Co _ rn i - . ___ - Fm - -- —+0 ALE--B"- —4 --4 -i-SIOP�E S�ffAtf --,r —aX 14"� N A )C V RE \L ,70 3 —L O �w,aL M —& �>fY 1 S L 10' 10' 'Q6' I S L 1![ 10' 10 1 P. 119 -10 ' Rlvfj . 0. I ; I 97'-8" 39'-10" . le 38'-1" .-.. ._._._......................... ....- .v........-._..._........................... �...................... ........................ .. ......................... ........___ -_ o I PARCEL 26 v� � PARCEL 6 PARCEL 112 l WAIM lm=W'-0 0 30 60 90 120 a —18 �P,AOS CA pF p w. rRo (1 _� _No. 2242 --i Ex 1 /31/0 m a_ I I *s J2......... .............. . ....... * o z REVISED 12-04-06 9TF OF CqUF���`P a c� BENCH . 316.435 r PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPROVED BY CALIFORNIACITY OF PALM ESERT F1� NO SHEET NO. REVISIONS APPROVED DATE MARK No. 155 ELEV. (NGVD29) TROWBRIDGE 2242 CWT CITY OF PALM DESERT, �C- 2 LOCATION AND ASSOCIATES SIGNATURE DRAWN BY PARCEL MAP NO. 24255 OF ■ 1599 SUPERIOR AVENUE ATE GG DRAWING N . d 2.5 BRONZE DISK STAMPED LS F G BM 1987 . SUITE B-5 CHARLES TROWBRIDGE ( GATWAY INDUSTRIAL )MUN allo IN TOP OF CURB. NORTH SIDE OF GERALD FORD COSTA MESA,CA.92627 CHECK BY MARK GREENWOOD. P.E. DATE COZII �NN 3 R. OT THE EAST B.C.R. EAST ON MONTEREY AVE. PH(949)W-3663 FAX(949)646-7278 3/06/06 RE TOR OF 2.0' E'LY OF B.C.R. LANDSCAPE ARCHITECTURE LIC.#2242 CT RICE NO. 57989 EXP. 6/30/08 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XE., S.B.B.M. SHEETS 0 I i } r i w ! w � P ! R -� 84 a W j I C!) i i PAL w L cn 1 " S 13 1.4 S M R5 21,-011 {� 100 PARCEL 3 6 ----------- PA,& ' 25'-2" mm----- 135'-4„ 45' a ( 10' 10' �. �. ' -139' 0" 34 9CN 26'-1"' 49'-8„ PARCEL 27 o .3o so 90 120 8CM& i'�0'-0' PP'OS-18 USCAP R��gpcl) V =� No. 2242 o tT+ --j U Exp. 10/31/08 m _ a f- 0 z REVISED 12-04-06 sT9TF 0 \F - F CAI- Q - 3 W F- Q BENCH N0. 155 ELEV. 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPROVED B CITY OF PALM DESERT SHEET NO. REVISIONS APPROVED DATE MARK (316.43 ) TROWBRIDGE CwT CITY OF PALM DESERT, CALIFORNIA FILE NO. Q LOCATION 2242 DRAWN BY LC— 3 ~ AND ASSOCIATES SIGNATURE d PARCEL MAP NO. 24255 2.5" BRONZE DISK STAMPED LS 4146 BM 1987 1599 SUPERIOR AVENUE ATE GG �� � � CHARLES TROWBRIDGE 0 DRAWING NO. IN TOP OF CURB. NORTH SIDE OF GERALD FORD a SUITE B 5 GATWAY IND MEDIAN o • DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. COSTA MESA,CA.-92627 CHECK BY MA GREENWOOD, P.E. DATE 2 2 PH(949)548-3663 FAX(949)646-7278 3/06/06IR CTOR OF COH �N PLAN 4 r i 2.0' E'LY OF B.C.R. LANDSCAPE ARCHITECTURE LIC.#2242 CT RCE NO. 57989 EXP. 6/30/08 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XE., S.B.B.M. SHEETS o F� W W W � COD W _ V W C-I C� W I••p� lil I r!, cn W I z E" PARCEL 33 --o-foo-o-of"I" --foo-off000f000— 1--00000-ooff— E1 '32 -ww000000f—� 50'-5" 27'-9" 6'-2'� _ 8' 10 10 34'—10" 0 w R5 -9 L -&WALE--n �Cr -4 :-i-$L OPT- - � - M of NA I—I L 4 ,LOF'E� = 10' 10' 10 ? 99 —8 M 30'-3" 52'-1" �6 10' 10 26 —10 145'_6" L �_ VE �v M S 10 —10 28'-7" , '-t S M 1 i —_ .ice i��� .��� �� ��� ��� �� ���� (r/l�7}• r -mmoo-o—of000— ............. ' I r CE A nT G,I 1 0 30 60 90 120 PPM-18 �PNDSGA� -- ---- ---- G No. 2242 0� --� U Exp. /31/08 - Q X ....... ......... ... V) REVISED 12—"-06 TF of - 3 w Q c.� BENCH ELEV. 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPRO E CITY OF PALM SERT FILE NO. SHEET NO. REVISIONS APPROVED DATE MARK (NGVD29) TROWBRIDGE CWT No. 155 2242 DRAWN BY CITY F PALM DESERT, CALIFORNIA LOCATION AND ASSOCIATES SIGNATURE LC- 4 1599SUPERIORAVENUE A OG PARCEL MAP NO. 24255 OF 2.5 BRONZE DISK STAMPED LS 4146 BM 1987 CHARLES TROWBRIDGE � 1� 6 WIN N . SUITE B 5 GATMAY MUS"�= l[BDIAN04 IN TOP OF CURB. NORTH SIDE OF GERALD FORD . COSTA MESA, CA.92627 CHECK BY MARK GREENW OD, P.E. DATE 22 °D DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. PH(949)548-3663 FAX(949)646-7278 3/06/06 IRE OR OF CO � � 5 1 2.0' E'LY OF B.C.R. LANDSCAPE ARCHITECTURE LIC.#2242 CT RCE NO. 57989 EXP. 6/30/08 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XE., S.B.B.M. SHEETS o i 4' a �= S / M M � Lo--� 1p' 10 3,'—2, " L 0 9'_10" sue` M I i 00 r O i / W c cn w 30 60 90 120 PP03-18 I � �� No. 2242 �a Exp. 10/ 1/08 Q a REVIM 12-04-06 s�gTF o��� } OF 3 W a c� N0. REVISIONS APPROVED DATE BENCH ELEV. 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPROV D BY: CITY OF PALM ESERT FILE NO. SHEET MARK No. 155 CITY OF PALM DESERT CALIFORNIA(NGVD29) TROWBRIDGE 2242 CWT , LC- 5 LOCATION AND ASSOCIATES SIGNATURE DRAWN BY v PARCEL MAP NO. 24255 of 2.5" BRONZE DISK STAMPED LS 4146 BM 1987 1599 SUPERIOR AVENUE DATE GG WIN N . N IN TOP OF CURB. NORTH SIDE OF GERALD FORD SUITE B-5 CHARLES TROWBR@GE ' 0 GATWAY M =DIM DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. UCTWH • COSTA MESA,CA.92627 CHECK BY MARK GREENW , P.E. DATE 6 2 2 °0 PH (949)54$-3663 FAX(949)646-7278 3 06/06 LECTOR OF � �N M 2.0' E'LY OF B.C.R. LANDSCAPE ARCHITECTURE LIC.#2243J CT RCE NO. 57989 EXP. 6/30/08 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XE., S.B.B.M. SHEETS o n ry. 31 hl[pHep Tt4M3 vEPngsw Y'1AT1 E IBIS BASIN': FP To.REM,4,14 nURINS FLAls T IJRHIai ; YS1A� MTtOLOHHENT PERIOD ....,:��'• a.i..Of' ,... �...:.... , bIi'+n.YI,�14 c/rY�,YG Y+ ~ .,�i < 1 a �. ::. l� � F�J kl - 01MW TI9F Vft AW4 01'titer TO .._.... .,�:. 1 '?S IiT Ts3 SIBI f!; 1e i f rPgE 5tt,k�E3 E�x'MJ ` II)lII Illifil I . 1.32 cr- 0% r-SNTER r>1 r t I �T�,,,�•r?�dry , ROOT ZONE -rc Eta OF CWRB, WALL Itiare ea��As�< 1'rc4�tts) 5ROU D rOVr:K F I- DvlwgwLANT5 EIR »Ia�cx+rntPA> - IIl1Il IlY ta�� ►� a SRAi111l6. II�II_ ,, ``� =lll�f 5 WETAIL MA�:.l" Wt-1 wi'1 fi L,aMT _.._. " �. a 1T#W ; Ate NCIT I i P2 A11: r H a' BACKFILL MIX FOR DESERT PLANTS 'Q*ToW W.W, TOM, it€I + II !.e 1III 6111 TO BE NATIVE SITE SOIL ONLY 1 T1kj:AN6ULAfZLY 5F'+ 1< i"LA04TS IYID16 AL< BACKFILL MIX FOR DESERT PLANTS TO IIR —IIIIII x� - - ;. m C3�'I GEh1Tt1'AGi# , NATIVE 517E SOIL ONLY _--__- 1',1;7biE U1>101511JRSM SOIL 3) rLAMT 5�INC7 TC,7 Ll---A C-1rN0L*H AREA ROP h4ATURZ St= 0LA . lip' M19 .----- el P°fif MAW MT Na!RwvkL. 3AFF At .C' i ,C � , 77 f,,".Ri6AT1011lE ._. ( EE 1N'5'AL I A 7 1 N 'HRUE3 IN5T LL., TION FALM 1 REF. IN5T LLATION 1 ROUNV cJF,r�C"[N ..I I a r 13"F'A5T E171H 5413 fl N RPUI'+I=� IRAR:�%AM�OR FINI-N4 — f�A1a1�?t�i2'f�I A46, .WITH _'- MNISH SRAVE �lr l tl+:, PLAT 5112E L�' N U/ - C A ATR O PEP, PLAN: (Il(I=lllj llllll 111IIII AID. Av ,M5 AND'01t r i S1; r L r l 11>"I T 3 R ° .� ARE TO Ee BURL � FI N15H'SRADE E I . C >dIUI rr� ICE IbH f ° ° r FIFi1✓t L wT 1'�AINTAIN I!2 `�F'AC H TY�N l €} IIII11„- 1111=1fililIlltl lfil��� � —,,>�E . �ra1 ��1 �T 1NTS 'MrA� Try l� e E '---AL4-,-,;AvrnE5#: 1. MOUND 1A Tlr 107E, :age TO BE IEV 2. MOM>SH CONTOU 301JI-M,RS IN CLJ57CR5 ARZ ipoc�r yaw TO SE SEE".A1" VARIED HEI64TS * ALL MIi VIAW,SOULPFR5 TO BE NO 5 6R,AGE TO 5U 51TE CotOI;T10i4.5,6€'ve; MORM rHAN 12" H16HER THAN 61 D1 FIRST`PRIORITY To00ZOUATE.VRX"65,OF ill�l�l�(�Egll_��lli 6IR.� - F'LAhlTC �5 11 II Illlll --rlATl 44171 9CJIl 1/3 E-Cry C7RAV-' AT- THrF,1- A710 IJLI DETAIL U11 N� T I ti/IMF- I�IS7ALLA710'N r,05E3l� �:T0NF MF-�IA �' S INr P T L UTS:• Ed.T 5: j I I � d s�U'ti'ER GAR G'I'N�2 HARt—WAVE FEATURIE PM PLM, FINISH 6RADE MOIL KIONT— Ili I I IFS Gum (� Z � 74 MIN.C> EA1$>Ak a lilt .+� �1 �f� �... 1 I li [ r. ARE To SUI�.1ED 1 1 I N e 00 N0'r Ott 1* M SPA t I. HW4M Aft pIA~AT1G. � I"11IH ,� rlwo 5*440m vc NOT nor WNTOM. � �•"'"."..->�.,..,� _`-:.' �,(, w. �� T�9UI�.�Tu>�t.SITE �I�IG�I`<�,61�1� FIRST l:'FJOKiTY ro-AVIEU f1A"rf;v*'AIMR or- FL A4TEV AREAS. 'I 1 FROM ew c7P'P Ut. .A I AIZE TO WRk I I I 1�LE IN 1� _ Tt �aI"T T Ts T-TE IAN SR.A ",SIN B0ULn1r7P, PI A6E FNT ON MlnIAN 44 �E- R, E;I lL " o5z OTHERS �p,�1DSCq pF p 5 W. TRH '9,p U No. 2242 � --I Exp. 10/31/08 m a ' _ 0 sin 12-07-06 s�TF \Fo��� } OF CAI- 3 Li Q c� BENCH ELEV. 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPROVED BY: CITY OF PALM DESERT ISLE NO. SHEET No. REVISIONS APPROVED DATE MARK No. 155 . (NGVD29) TROWBRIDGE 2242 CWT CITY OF PALM DESERT, CALIFORNIA _ LC- 6 LOCATION AND ASSOCIATES SIGNATURE DRAWN BY PARCEL MAP NO. 24255 OF v 2.5" BRONZE DISK STAMPED LS 4146 BM 1987 1599 SUPERIOR AVENUE DATE GG WIN N0. N IN TOP OF CURB. NORTH SIDE OF GERALD FORD • SUITE B-5 CHARLES TROWBRIDGE ` GATMAY WD MMUN 22 m OR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. COSTA MESA,CA.92627 CHECK BY MARK GREEN W O P.E. DATE �] 1 PH (949)548-3663 FAX(949)646-7278 3/24/05 DIRECTOR OF �G � / 2.0' E'LY OF B.C.R. LANDSCAPE ARCHITECTURE LIC.#2242 — RCE NO. 57989 EXP. 6/30/08 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XE., S.B.B.M. SHEETS o IRRIGATION LEGEND SYMBOL MFG. MODEL NUMBER DESCRIPTION GPM RADIUS PSI DETAIL • BOWSMITH ML220 SINGLE PORT EMITTER 1 GPH - 30 - - �� RAINBIRD ADI EMITTERS E® 9 LOOP O.C. EMITTER LOOP 12 GPH - 30 - - f 36" DIA TYPICAL ""� -•..,. „�� �' QTY --1 LOOP EA. TREE FEBCO 825YA - 1" REDUCED PRESSURE BACKFLOW PREVENTER - - �� WITH Y' STRAINER AND BALL VALVE. INSTALL IN VANDAL RESISTANT ENCLOSURE-BY NOT A PART INSTALLED BY C.V.W.D. WATTS WGV FULL PORT THD BRASS BALL VALVE - LINE SIZED OR ---- --.-......_,.....___._,..,� �"•. `` � QUICK COUPLER - INSTALL IN TAN ROUND PLASTIC t G RAINBIRD 33DALRCOVEO EQUAL - - �_�_ - _s VALVE BOX BROOKS RAINBIRD XCZ-LF-075-BF VALVE ASSEMBLY IN TAN VALVE BOXCONTROL ZONE KIT WITH EMA 600HE ACTUATORFILTER RE REGULATER X INSTALL IN ROUND TAN VALVE BOX 5B ~` �"� WITH EMA 1 ERCIAL GRADE ACTUATOR RAINBIRD PEB SERIES - AUTOMATIC REMOTE CONTROL VALVE - SIZE PER PLAN - 12 4E3 �� I ® RAINBIRD GB SERIES - BRASS MASTER VALVE - 1 112" - - M� - COMMERCIAL GRADE INSTALL IN ROUND TAN VALVE BOX WITH EMA 1600HE ACTUATOR �� _ _ -- �.► "' AA LEIT 8008 E 8 STATION AUTOMATIC CONTROLLER - - • WITH EMA 1521S ACTUATOR IT 8 E STATION AUTOMATIC CONTROLLER LE ooa a WITH EMA 1521S ACTUATOR ■ AG PRODUCTS 3/4" - B BALL VALVE END SELF-FLUSHING VALVE EXISTING 5LEEVE � -� " `♦ �� ® BROOKS # 1100 10"X10" TAN COLOR SPLICE BOX _ _ .._ . \' ^Q , _ a CLASS 200 PVC TREES M -•-._-._ ' ♦ / L E SIZE AS NOTED - 12" MINIMUM COVER �- �_ ♦ `` 7 LATERAL LINE CLASS 200 PVC - SHRUB SYSTEMS w - .�� `mow ` I SIZE AS NOTED - 12" MINIMUM COVER -+ N — f �\ ' \ �' �` - `, �� -- MAIN LINE CLASS 315 PVC FOR 2" AND LARGER - 1 1/2" AND SMALLER SCH.40 PVC PIPE - - e SIZE AS NOTED - 24" MINIMUM COVER - - ---�_ MAIN LINE 2" COPPER PIPE FROM WATER METER TO MASTER VALVE MAIN LI NE 36H SLEEVE COVER MIN., SIZE AS NOTEDSCH. 40 - �� ��" �+•� __" NEW 4" PLEEVE `\ \ \``� ,��1�_~ 1 tti CONTROLAL 24" COVERVMIN., SIZE = 2 x PIPE SIZE �{ WIRE SLEEVE WATER METER PER C,V.W.D. 1" _ �`► .� `� `" "' �, .; "\_ f ` �. SIZE NOTE: ♦ `, ,,,�s � � .��, \.� -. � VALVE No. A \. ♦ "" '., \ ., .� GPM I E�• �.. W 4 SLEEVE 1 DEEP ,� .\ \ ` M1 / \ \ ! !/2 M NEW 4 5LEEVE / 30 DEEP A W �\ / / EXISTING UTILITY -LEGEND 1� \ S% ' ' \,-`� / 2 B . i SEWER LINE \ \ f _ . ORE®�F Yo DIG ALERT ......... `-� � L.� - STORM DRAIN � ._._ ._._..._................................ .._......_........................... DIAL TOLL FREE ' 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG �M i0��"D0 0 30 60 90 120 PPOS-18 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD _F STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USBR WATER LINE �p,N�CA/ RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY NOT BE PLANTED OR INSTALLED IN CVWD AND USBR EASEMENTS OR RIGHT OF WAY NOTE: ! C, W rni p WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. . SCH. 40 PVC PIPE SLEEVES SHALL BE INSTALLED UNDER ALL PAVING FOR ALL IRRIGATION LINES. SCH. J c=� No. 2242 0 40 PVC PIPE SLEEVES SHALL BE INSTALLED UNDER Exp. 10/31/ 8 tTt [ -2- / / F ALL PAVING FOR ELECTRICAL IRRIGATION WIRING. -- - t�`7* DATE WATEWMANAGEMEWP OR F OF FOR DE41ELOPMENT SERVICES SUPERVISOR I MSS 11-20-06 f BENCH NO. 155 E .LEV. 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPROVED B C OF PALM DESERT FILE NO. SHEET NO, REVISIONS APPROVED DATE MARK (NGVD29) TROWBRIDGE 2242 CWT CITY OF PALM DESERT, CALIFORNIA _ LOCATION AND ASSOCIATES SIGNATURE DRAWN BY PARCEL MAP N0. 24255 OF 2.5" BRONZE DISK STAMPED LS 4146 BM 1987 1599 SUPERIOR AVENUE CHARLES TROWBRIDGE DATE GG I '�i I IN TOP OF CURB. NORTH SIDE OF GERALD FORD • SUITE B-5 f GATWAY END IMIAN - DR. OT THE EAST B.C.R. EAST ON MORALD F RD COSTA MESA,CA.92627 CHECK BY MARK GREENWO P. . DATE r — I 22 PH(949)548-3663 FAX(949)646-7278 3/06/06 D RE TOR OF U22MM 8 2.0' E'LY OF B.C.R. LANDSCAPE ARCHITECTURE LIC.#2242 CT RICE NO. 57989 EXP. 6/30/08 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XE., S.B.B.M.I (SHEETS �_ 64 A 9 I IRRIGATION LEGEND SYMBOL MFG. MODEL NUMBER DESCRIPTION GPM RADIUS PSI DETAIL • BOWSMITH ML220 SINGLE PORT EMITTER 1 GPH - 30 - - RAINBIRD ADI EMITTER LOOP EMITTER LOOP 12 GPH - 30 - - EMITTERS 0 9" O.C. 36" DIA TYPICAL QTY -1 LOOP EA. TREE Q FEBCO 825YA - 1" REDUCED PRESSURE BACKFLOW PREVENTER -WITH 'Y STRAINER AND BALL VALVE. �. NOT AINSTALL PART IN AINSTALLED NDAL IBY C.V.W ENCLOSURE-BY C.v.w.D. F°RE DIG ALERT - - q 0C Y� WATTS OR APPROVED EQUAL BRASS BALL VALVE - LINE SIZED 4 G G RAINBIRD 33D-LRC VALVE BOX BROOKS - - QUICK COUPLER -- INSTALL IN TAN ROUND PLASTIC VQ DIAL TOLL FREE ® RAINBIRD CONTROL ZONE F VALVE ASSEMBLY IN TAN VALVE BOX - - I CONTROL ZONE KIT PRESSURE REGULATER WITH LEMA 1600HE ACTUATO FILTER 1-800-422-41nn 19 RAINBIRD COMMERCIAL GRADE AUTOMATIC REMOTE CONTROL VALVE - SIZE PER PLAN - - AT LEAST TWO DAYS WITH LEMA 1600HE ACTUATORINSTALL IN ROUND TAN VALVE BOX - ® RAINBIRD GB SERIES - BRASS MASTER VALVE 1 - COMMERCIAL GRADE INSTALL IN ROUND TAN VALVE BOX BEFORE YOU DIGACTUATOR - - WITH LEMA 1600HE - - A LEIT 8008 E 8 STATION AUTOMATIC CONTROLLER WITH LEMA 1521S ACTUATOR UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BB LEIT 8008 E 8 STATION AUTOMATIC CONTROLLER WITH LEMA 1521 S ACTUATOR W AG PRODUCTS 3/4" - B BALL VALVE END SELF-FLUSHING VALVE W ® BROOKS # 1100 10"X10" TAN COLOR ISPLICE BOX ITi —— LATERAL LINE CLASS 200 PVC - TREE SYSTEMS 1I�+^�y SIZE AS NOTED - 12" MINIMUM COVER c 1 LATERAL LINE CLASS 200 PVC - SHRUB SYSTEMS SIZE AS NOTED - 12" MINIMUM COVER I W -- MAIN LINE CLASS 315 PVC FOR 2" AND LARGER - 1 1/2" AND SMALLER SCH.40 PVC PIPE SIZE AS NOTED - 24" MINIMUM COVER a NOTE: __ MAIN LINE 2" COPPER PIPE FROM WATER METER TO MASTER VALVE CID SCH. 40 PVC PIPE SLEEVES SHALL BE INSTALLED SC . 40 PVC E-4 UNDER ALL PAVING FOR ALL IRRIGATION LINES. SCH. __ SLEEVE NE 36H COVER MIN., SIZE AS NOTED - - w W 40 PVC PIPE SLEEVES SHALL BE INSTALLED UNDER ELECTRICAL scH. 4o PVC w ALL PAVING FOR ELECTRICAL IRRIGATION WIRING. CONTROL 24 COVER MIN., SIZE = 2 x PIPE SIZE WIRE SLEEVE 1!�! ►"••; ❑M WATER METER PER C.V.W.D. 1" T�1 1.4 I�+y SIZE NOTE: I V� VALVE No. w � icn GPM PARCrj �u 37 PARCEL 5 PA R t .......................... ... _-�._..-______........................... .................. . ........................... ==4 --f ......................... ........ .....................�.......... � - ............. EX15VNG SLEEVE .- /4' 2 1 I .......... . _ .................. I TR E -- -------- • 1 1/2" TR IV E 1 I/2" ® e i NEW 4" 5LEEVE i 1 3G" DEEP WIFE NEW 4" 5LEEVE NEW 4" 5L ? " DEEP 30 DEEP I jr PARCEL 26 �� ' PARCEL 6 PARCEL \� WAM 1"mW-00 0 30 60 90 120 PPOS-18 THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT = \ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET Q. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE ti L GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USBR �PNOSCgp� RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY INSTALLEDNOT BE PLANTED OR IN CVWD D USBIR EASEMENTS R RIGHT OF WAY W TR0 �'A�, WITHOUT FIRST OBTAIN NG AN E CNCRAO H MENT PERMIT FROM CVWD. 5 U No. 2242 0 (n --I Exp. 10 31/0 v... . ... ... DATE WNFER MANAG E ERVtSOR , ZtMD 11-20-0V qTF OF CA`,Fo� DEVEEDPMENT SERVICES SUPERVISOR i f c BENCH N0. 155 ELEV. 316.435 CHAREES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. N0. DESIGN BY ARP : CITY OF M DESERT �� No SHEET No. REVISIONS APPROVED DATE MARK ( ROVE NGVD29) TROWBRIDGE 2242 CWT CITY OF PALM DESERT, CALIFORNIA LI - 2 ` LOCATION AND ASSOCIATES ES SIGNATURE DATE GG r N0' t DRAWN BY PARCEL MAP N0. 24255 of 2.5" BRONZE DISK STAMPED LS 4146 BM 1987 CHARLES TROWBRIDGE 1 II IN TOP OF CURB. NORTH SIDE OF GERALD FORD a SUITE B 5 GATEIWAY IND WMIAN 22 ` DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. COSTA MESA,CA.92627 CHECK BY MARK GREEN OOD, P.E. DATE PH(949)54a-3663 FAX(949)646-n78 3/06/06 DIR TOR OF ����� �K 9 `' 2.0' E'LY OF B.C.R. LANDSCAPEARCHITECTURE LIC.#2242 CT RCE NO. 57989 EXP. 6/30/08 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XE., S.B.B:M. SHEETS _L--1 8255 A ti IRRIGATION LEGEND SYMBOL MFG. MODEL NUMBER DESCRIPTION GPM RADIUS PSI DETAIL BOWSMITH ML220 SINGLE PORT EMITTER 1 GPH — 30 — — Q RAINBIRD ADI EMITTER LOOP EMITTER LOOP 12 GPH — 30 — — EMITTERS 0 9" O.C. 36" DIA TYPICAL QTY —1 LOOP EA. TREE FEBCO 825YA — 1" REDUCED PRESSURE BACKFLOW PREVENTER — — NTH 'Y' STRAINER AND BALL VALVE. INSTALL IN VANDAL RESISTANT ENCLOSURE—BY C.V.W.D. I NOT A PART INSTALLED BY C.V.W.D. _ — ►/ WATTS WGV FULL PORT THD BRASS BALL VALVE — LINE SIZED OR APPROVED EQUAL G RAINBIRD 33D—LRC QUICK COUPLER — INSTALL IN TAN ROUND PLASTIC — VALVE BOX BROOKS — ® RAINBIRD XCZ—LF-075—BF VALVE ASSEMBLY IN TAN VALVE BOX CONTROL ZONE KIT PRESSURE REGULATER — — J WITH LEMA 1600HE ACTUATOR FILTER — (f PEB SERIES — RAINBIRD AUTOMATIC REMOTE CONTROL VALVE — SIZE PER PLAN — COMMERCIAL GRADE INSTALL IN ROUND TAN VALVE BOX WITH LEMA 1600HE ACTUATOR r ® RAINBIRD GB SERIES — BRASS MASTER VALVE — 1 I 1 2" — — COMMERCIAL GRADE INSTALL IN ROUND TAN VALVE BOX 0--4 WITH LEMA 1600HE ACTUATOR A LEIT 8008 E 8 STATION AUTOMATIC CONTROLLER — — t WITH LEMA 1521S ACTUATOR t ZB LEIT 8008 E 8 STATION AUTOMATIC CONTROLLER WITH LEMA 1521S ACTUATOR W rr AG PRODUCTS 3/4" — B BALL VALVE END SELF—FLUSHING VALVE W t ® BROOKS # 1100 10"X10" TAN COLOR SPLICE BOX r __ CLASS 200 PVC — TREE SYSTEMS LATERAL LINE SIZE AS NOTED — 12" MINIMUM COVER 1 LATERAL LINE CLASS 200 PVC — SHRUB SYSTEMS r SIZE AS NOTED — 12" MINIMUM COVER — - -- MAIN LINE CLASS 315 PVC FOR 2" AND LARGER — 1 1/2" AND SMALLER SCH.40 PVC PIPE SIZE AS NOTED — 24" MINIMUM COVER MAIN LINE 2" COPPER PIPE FROM WATER METER TO MASTER VALVE PAR 1.4 MAIN LINE SCH. 40 PVC r SLEEVE 36" COVER MIN., SIZE AS NOTED ELECTRICAL SCH. 40 PVC rmmm7C ij r CONTROL 24" COVER MIN., SIZE = 2 x PIPE SIZE T F+1 WIRE SLEEVE T f j QM WATER METER PER C.V.W.D. 1" � 1+1 r� SIZE NOTE: � f T � r VALVE No. I w GPM w r I cn PAR Ct 0 7A r L � . 8A f ` • �f PARCEL f NEW 4" 5L . r-< 3G" DEEP PA ............ 7. 0 < C �---...__._ .-....................... _ _.............. -- --... n rt 1 1/2" � -t NEW 4" SLEEVE lb-504 30 DEEP AFORE y DIG ALERT� OG � NEW 4" SLEEVE v o 0 30" DEEP NEW 4" SLEEVE 3G" DEEP DIAL TOLL FREE _ 1-800-422-4133 _,- N1� AT LEAST TWO DAYS BEFORE YOU DIG M UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA P.O.C. : 1 " WATER METER INSTALLED I " R.P. BACKFLOW PREVENTER INSTALLED BY C.V.W.D. +, INi=ORMATION PROVIDED BY C.V.W.D. PARCEL 27 NOTE: WAUL 10*W-0' SCH. 40 PVC PIPE SLEEVES SHALL BE INSTALLED 0 30 60 90 f20 PP03-18 UNDER ALL PAVING FOR ALL IRRIGATION LINES. SCH. THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT 40 PVC PIPE SLEEVES SHALL BE INSTALLED UNDER ACCORDANCE WITH WATER CODE TITLE 7, CHXPTER 3, ARTICLE 10.8, SECTION 65597 ET ALL PAVING FOR ELECTRICAL IRRIGATION WIRING. SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USBR �p,NOSCgpF RIGHTS—OF—WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY 4� NOT BE PLANTED OR INSTALLED IN CVWD D USBR EASEMENTS R RIGHT OF WAY �5 W rRp 'A�, WIITHOUT FIRST OBTAIN NG AN ENCRAO HC MENT PERMIT FROM CVWD. No. 2242 o tr► --r Exp. 10/31/08 m . ....... ... * DATE—� WA MANAGEMENT'SUPERVISOR i REVISED 11-20-06 F OF CAL�FO DEVELOPMENT SERVICES SUPERVISOR i No. REVISIONS APPROVED DATE BENCH NO. 155 ELEV. 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY CITY OF PALM DESERT CALIFORNIA MARK (NGVD29) TROWBRIDGE 2242 CWT r LI LOCATION AND ASSOCIATES SIGNATURE DRAWN BY11111 PARCEL MAP N0. 24255 I OF I 2.5" BRONZE DISK STAMPED LS 4146 BM 1987 1599 SUPERIOR AVENUE CHARLES TROWBRIDGE DATE GG SUITE B-5 -� O N 0. IN TOP OF CURB. NORTH SIDE OF GERALD FORD • COSTA MESA,CA.92627 CHECK BY MARK G EE WO D, , DATE A AY D ll 22 R. OT THE EAST B.C.R. EAST ON MONTEREY AVE. PH(949)548-3663 FAX(949)646-7278 3/06/06 DIR D CTOR OF � � pi" 1 O 2.0' E'LY OF B.C.R. LANDSCAPE ARCHITECTURE LIC.#i242 CT RICE N0. 57989 EXP. 6/30/08 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XE., S.B.B.M. SHEETS c - rN A - . IRRIGAWN LEGEND SYMBOL MFG. MODEL NUMBER DESCRIPTION GPM _ RADIUS PSI DETAIL ^ 0 BOWSMITH ML220 SINGLE PORT EMITTER 1 GPH - 30 - - r� Q RAINBIRD ADI EMITTER LOOP EMITTER LOOP 12 GPH - 30 - - EMITTERS 0 9" O.C. 36" DIA TYPICAL I QTY -1 LOOP EA. TREE _ - FEBCO 825YA - 1" REDUCED PRESSURE BACKFLOW PREVENTER WITH 'Y' STRAINER AND BALL VALVE. '1 INSTALL IN VANDAL RESISTANT ENCLOSURE-BY C.V.W.D. NOT A PART INSTALLED BY C.V.W.D. ►/ WATTS WGV FULL PORT THD EQUAL BRASS BALL VALVE - LINE SIZED OR APPROVED w G RAINBIRD 33D-LRC QUICK COUPLER - INSTALL IN TAN ROUND PLASTIC - - VALVE BOX BROOKS w ® RAINBIRD XCZ-LF-075-BF VALVE ASSEMBLY IN TAN VALVE BOX - - CONTROL ZONE KIT PRESSURE REGULATER T� WITH OMMERCIAL GRADE LEMA 1600HE ACTUATORFILTER V 1 RAINBIRD CO SERIES - AUTOMATIC REMOTE CONTROL VALVE - SIZE PER PLAN - - CO WITH LEMA 1600HE ACTUATOR INSTALL IN ROUND TAN VALVE BOX ® RAINBIRD GB SERIES - BRASS MASTER VALVE - 1 1 2 W COMMERCIAL GRADE INSTALL IN ROUND TAN VALV� BOX - - WITH LEMA 1600HE ACTUATOR Tn A LEIT 5008 E 8 STATION AUTOMATIC CONTROLLER v1 WITH LEMA 1521S ACTUATOR ZB LEIT 8008 E 8 STATION AUTOMATIC CONTROLLER W WITH LEMA 1521S ACTUATOR r AG PRODUCTS 3/4" - B BALL VALVE END SELF-FLUSHING VALVE I r 1 BROOKS # 1100 10"X10" TAN COLOR ISPLICE BOX [w] LATERAL LINE CLASS 200 PVC - TREE SYSTEMS SIZE AS NOTED - 12" MINIMUM COVER F�1 LATERAL LINE CLASS 200 PVC - SHRUB SYSTEMS T/1 SIZE AS NOTED - 12" MINIMUM COVER - - ' _= MAIN LINE CLASS 315 PVC FOR 2" AND LARGER - 1 1/2" AND SMALLER SCH.40 PVC PIPE SIZE AS NOTED - 24" MINIMUM COVER MAIN LINE 2" COPPER PIPE FROM WATER METER TO MASTER VALVE �W M�+V 1q cc __ � MAIN LINE SCH. 40 PVC SLEEVE 36" COVER MIN.. SIZE AS NOTED ' ELECTRICAL SCH. 40 PVC ram, CONTROL 24" COVER MIN., SIZE = 2 x PIPE SIZE F+1 WIRE SLEEVE �M WATER METER PER C.V.W.D. 1" ' SIZE NOTE: 1•�1 ' VALVE No. I GPM PARCEL j, 000, ------- --------- ......... 7► /.' \ It-I ADI NEW 4" SLEEVE 1 112 30 DEEP == III"--EXISTING 5LEEVE NEW 4" 5LEEVE _ 30 DEEP _ NEW 4' 5LEF�E a •.. .�„� ' 3G DEEP .a- T �-+ '�► — C E I � ' ORE DIG ALERT ' o G ' I v ' DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG I UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA licim 1•s0'-0• 0 30 60 90 120 PP03-18 THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USER r��'WN C4P RIGHTS—OF—WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY NOT BE NOTE: WIITHOUT FIR TTED OR INSTALLED IN CVWD OBTAINING AN ENCRAO HC MENTD USBR EASEMENTS PERMIT FROM CVWD. R RIGHT OF WAY SCH. 40 PVC PIPE SLEEVES SHALL BE INSTALLEDUNDER ALL. PAVING FOR ALL IRRIGATION LINES. SCH. 2242 Exp. 10/31/08 m � - 40 PVC PIPE SLEEVES SHALL BE INSTALLED UNDER ALL PAVING FOR ELECTRICAL IRRIGATION WIRING. ......... . ...... �`"d2-d`? ' DATE WA EMEKrSUP OR REVISED 11-20—OB F OF CA�,FOR� DEVELOPMENTSERVICES SUPERVISOR i F c No. REVISIONS APPROVED DATE BENCH NO, 155 ELEV. 316.43 CHARLE PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DE:SIIGNTBY APPROVE EllCITY OF PAL DESERT CITY OF PALM DESERT, CALIFORNIA FILE NO -- SHEET MARK ( ) IDGE `� 2242 ' LOCATION AND ASSOCIATES SIGNATURE - 2.5" BRONZE DISK STAMPED LS 4146 BM 1987 1599SUPERIORAVENUE DATEDRAWN BY LI- 4 PARCEL MAP NO. 24255 DRAWING! N OF SUITE B-5 CHARLES TROWBRIDGE IN TOP OF CURB. NORTH SIDE OF GERALD FORD GATEWAY INI) MEDIAN 22 DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. COSTA MESA,CA.92627 CHECK BY MARK GREENW OD, P.E. DATE PH(949)548-3663 FAX(949)646-7278 3/06/06 IRE TOR OF =GAT= PUN 1 1 r 2.0' E'LY OF B.C.R. LANDSCAPE ARCHITECTURE LIC.#2242 CT RCE N0. 57989 EXP. 6/30/08 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XE., S.B.B.M. SHEETS L- 18287 / I / I i i i ' I ®�F 10 0R E yo DIG ALERT 0 v o Coo � / DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG \ /. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA `\ EXISTING SLEEVE .100 a f / w NOTE: SCH. 40 PVC PIPE SLEEVES SHALL BE INSTALLED I UNDER ALL PAVING FOR ALL IRRIGATION LINES. SCH. 40 PVC PIPE SLEEVES SHALL BE INSTALLED UNDER \ / 0 ALL PAVING FOR ELECTRICAL IRRIGATION WIRING. C--+ .0e \ / .10e / IRRIGATION LEGEND / .001, SYMBOL MFG. MODEL NUMBER DESCRIPTION GPM RADIUS PSI DETAIL 100001, / / • BOWSMITH ML220 SINGLE PORT EMITTER 1 GPH = 30 -I _-_100 Q RAINBIRD ADI EMITTER LOOP EMITTER LOOP 12 GPH 30 - EMITTERS 0 9" O.C. / QTY -1 LOOP EA. TREE 36" DIA TYPICAL / / "Oe FEBCO 825YA - 1" REDUCED PRESSURE BACKFLOW PREVENTER - - / WITH STRAINER AND BALL VALVE. - - INSTALL IN VANDAL RESISTANT ENCLOSURE-BY C.V.W.D. I / NOT A PART INSTALLED BY C.V.W.D. Ile WATTS WGV FULL PORT THD BRASS BALL VALVE - LINE SIZED / OR APPROVED EQUAL RAINBIRD 33D-LRC QUICK COUPLER - INSTALL IN TAN ROUND PLASTIC 100*1 Q VALVE BOX BROOKS ® RAINBIRD XCZ-LF-075-BF VALVE ASSEMBLY IN TAN VALVE BOX CONTROL ZONE KIT PRESSURE REGULATER - - WITH LEMA 1600HE ACTUATOR FILTER PEB SERIES - _ / 1100, RAINBIRD COMMERCIAL GRADE AUTOMATIC REMOTE CONTROL VALVE - SIZE PER PLAN - / WITH LEMA 1600HE ACTUATO INSTALL IN ROUND TAN VALVE BOX ® RAINBIRD GB SERIES - BRASS MASTER VALVE - 1 1/2"10-01 COMMERCIAL GRADE INSTALL IN ROUND TAN VALVE BOX WITH LEMA 1600HE ACTUATOR - 11-100, A LEIT 8008 E 8 STATION AUTOMATIC CONTROLLER / WITH LEMA 1521S ACTUATOR / / / A LEIT 8008 E 8 STATION AUTOMATIC CONTROLLER / '0� WITH LEMA 1521S ACTUATOR , / ■ AG PRODUCTS 3/4" - B BALL VALVE END SELF-FLUSHING VALVE / / / ® BROOKS # 1100 10"X10" TAN COLOR ISPLICE BOX / —— LATERAL LINE CLASS/ PVC - TREE SYSTEMS N SIZE AS NOTED - 12" MINIMUM COVER / LATERAL LINE CLASS 200 PVC - SHRUB SYSTEMS / —_ SIZE AS NOTED - 12" MINIMUM COVER - - / MAIN LINE CLASS 315 PVC FOR 2" AND LARGER - 1 1/2" AND SMALLER SCH.40 PVC PIPE - - I SIZE AS NOTED - 24" MINIMUM COVER / __ MAIN LINE 2" COPPER PIPE FROM WATER METER TO MASTER VALVE 9CUM 10=3W-00 / 10000' c __ MAIN LINE SCH. 40 PVC 0 30 60 90 120 PPOS-18 / / SLEEVE 36" COVER MIN., SIZE AS NOTED - - ELECTRICAL SCH. 40 PVC THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT .01 CONTROL 24" COVER MIN., SIZE = 2 x PIPE SIZE ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET WIRE SLEEVE SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE QM WATER METER PER C.V.W.D. 1" LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD \ � STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USBR / I p,�1DSC RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY I / SIZE NOTE: C NOT BE PLANTED OR INSTALLED IN CVWD AND USBR EASEMENTS OR RIGHT OF WAY WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. VALVE No. \ , 0 No. 2242 a t� \ I GPM -j xp. 10/31/0 m f _ i \ ` �(V DAT _p WATER MANAGEMENT SUPERVISOR �rF O ,FO��\P DEVELO SERVIC SUPERVISOR REVISED 11-20-06 F �� E NO. REVISIONS APPROVED DATE BENCH N0, 155 ELEV. 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPROVE B : CITY OF PAIM DESERT F11F NO SHEET MARK (NGVD29) TROWBRIDGE 2242 CWT CITY OF PALM DESERT CALIFORNIA i LI - 5 LOCATION AND ASSOCIATES SIGNATURE DRAWN BY PARCEL MAP NO. 24255 OF 2.5" BRONZE DISK STAMPED LS 4146 BM 1987 1599 SUPERIOR AVENUE DA GG ' �� ING NO. CHARLES TROWBRIDGE IN TOP OF CURB. NORTH SIDE OF GERALD FORD SUITE B-5 GATEWAY IND WMIAN2 2 DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. COSTA MESA,CA.92FAX 3/06/06 CHECK BY MARK GREEN D. P.E. DATE .� � � 12 PH(949)546-3663 FAX(949)646-7278 2.0' E'LY OF B.C.R. LANDSGAPEARCHITECTURE LIG.#2242 CT RCE NO. 57989 EXP. 6/30/OS PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XE., S.B.B.M. SHEETS L-18288 A FINISH GRADE /� LEGEND rx 1I ( 11 AMBIENT LIGHTPOWERED � d City of Palm Desert LEIT BOOB `J IRRIGATION CONTROLLER. f ° � Z � 2 TERMINAL STRIP. / - ° • Water Calculation Chart OO® 3 120R14GAUGEWIRE. 24" ° 3 4 PROGRAMMINGKEY. IN. G• A 90X COMPACTED Lec uD 0"s BIRD Se emiEs PIE mlG cointam vALri=. 36' r . ° a a NATIVE SOIL 6" �. O 35"STEEL MOUMING COLUMN. SLEEVE - �2,fS£TAN61/1.AR VALVE Of7x W�Re3F 130LT I, AUTOMATIC OSU CONTROLLER LEGEND), HEAT RAND ALI AND TAN tN eFrRldltxv9 n tlzv t4ca .�: 4 6 FINISNGRADE. IN. 51-V ENCLOSURE HEAT BRANDLIE?I VAH&sTAn6l1 ° SPRINKLER LATERAL Maximum Water Allowance tMWAI 2. -VOLT POKER SUPPLY WI CONDUIT. NO ON UD IN2t6eH a1ARAQT�. J F16 RISER-5CH b0 7 NAIVE BACKFlLLSOIL (1 CH216TYS fDTA6-W-EEP•J7 To ,.;� 3. NOU1T-21/2" S Input Zone �.-0 "FINISH J P\`G U:r At Rag pi-Ari .�- OR CONTROL AND 41 FINISH GRAD@. 4, FIN5H E 5 5ct+eoNlf�F-1_roE.W'S5 PVC ca#•Llrls �: 'IT�FIrtFLAN:nNrDE7AI - OB POURED CONCRETE BASE •fr•, y ,• e� NEUTRAL YYIRES 'X 1-1/2CU.FT.INSTALL 12' ••� Z ••'J•••• .6)BRAYS#"TINa5 FROM R.OL,- V� • a �• ••• 5. SWEEP ELL FfZ&4 c'oz.TO M.G.V.ALL BP-A%i FmllNas ) t�RADE PER MANUFACTURER'S INSTALLATION GUIDE, PIN. ': M ••��'�•• �• i Square Footage Calculations COMMON DR1CA 14��/. PALM ROM O9 DIRECT BURIALCONfROLWIRES `•� •�.• AINUNE SLEEVE b DIRECT Ht)L V TROL WIRES MCV (✓fAMMON WRE ro ofFlCit VALVES ON TO CONTROL VAL TO CONTROL VALVES. • al• sAr ooN noLLrfl Q r� M TRUNK r MAIN SUPPLY LINE Tree S Shrub Square footage 2U443 9/4 •' IGK.0 4GRETE TINE, 41 OONTROtAGOHt"rrlRes FROM.OONTROLLM. ---c 5: ORI NATIVE Snit- 0 •v... . ♦f Turf Square footage 0 1 •• •• 4 5Y 5 STEEL PEDESTAL, PLAN �s %: �i� .u'PVC.%HEVIAE 4o r MAW.FX BO PI I.JOINT IN: .,obble/Boulder Square footage 12220 (l t', � � •er rda . Waterfeature Square footage 0 t ,' c I lK RVc exe ao VC6.a-L. feu, p, d. I m EN �31 ARE rclmxe rorc Total Landscape Square footage 8223 (AD NuneM"i*s �Oivearvarr;ansev. -_ INSTAL ALL APIN5 PER LOCAL CODE. +/IIII-IIII-�II1- v_IIII C19N1-VA VE SCE JtYALL'[' i� l .o�I• 7 1 57.01 0 5 0 0.62n Factors Total IILI J IIII ('�,LOIL.LaBaE pEN- u�rcnnrss t of _ _ _ Zone No. Eto Water Adj. Total Conversion IIII-IIII_ _III -. _ _ SLEEVI N G q. 748 M WA _ - Factor S A 0.62 (z �. r s �'�i 748 0 LIII-- TO P.O.C. r. a IIII .'.; By Cvwo 2 66.82 0 5 0 0 62 748 0 _ • . 33 75 0.5 0 0.62 748 0 - - ( I gu"8 °s°-a v q. .• t I ' S Mll ttMLttE(TYP.) 36 88 0.5 0 0.62 748 0 o}o I 4 93.9 0,5 8223 0.62! 748 320.00442 - ., n •'• \ •e,'_. �•���r� ti TO VALVES o 1� F001N16 -{ul. s �bj v LIGHT ENERGIZED IRRIGATION CONTROLLER s�CTicN Y1 LEIT 8008 rE-loan N (TV.) Estimated Water Use tEWUI � �� M L Total Number of plants 260 410 - Lttw L& STANDARD GONTI� OLLER w/ ENGLC5URE MASTER VALVE A55EMBLY LM IRRIGATION aI BRASS L1Joq Number of plants by water use °)o of Total Landscape square Footage QL Low ! 108 0.401 3301.428 P FOLK lLA�s �lA�tMdl LouvlMod 0.000 0.000 N.T.5. N.TS. N,TS. Im cm -r�p�y tr { Mod 124 0.461 37.000 LE 17 GON I ROLLER A1bII GRADE 14a,OEM NN. Mod J Hi 0.000 0.000 High 0,000 0.000 Loa-'Trees B LEGEND LC•6$4D - s]• r•, _ 0.030 244 550 t Low/Mod Tree 0.000 0.000 P��N�PLY ••' •'-'•�t-~ Mod Trees 1A 0.052 427.963 �^ L)=CnENE) EL5GTRIC CONTI VALVE. LSE - NTAKE �- .,.. 1 BROOK E:GONOMY VALVE BOX COLOR- a•-r.:Y �+ -.� ..•: ::+. ti• MOd/Hi Tree `-% I. ROUND VALVE BOX WITH 6R€EN ESC?LT- 0.000 0.000 DOWN GOVlrR--(TAN IF IN SHRU13 6ED - I'� L GREEN IN TITRE AND TAN IN SHRUG BEDS F"� a;REGTAN6ULAR��fALVE BOX W(6R£EN HALT •. •. �� �•� Hi h Trees '`' tZ"MAX. - ' DOWFI COVER TURF AND TAN IN 5HRUB BED5 � I, ESROOK5#1100 10"x10"FOUND VALVE 9 1S 0.056 458,532 `-� HEAT BRAND"QGV"ON Lf1J?IN 2"HIGH HEAT ERRAND't3V"ON �•MIN. GHARAGTERS, NEAT BRAND VALVE STATION I.: VALVE HUX COVER IN 2"HfbH-LETTEFKh: AREXA51),HHEAT N@RANI?R'FV"flN LIDmom (� \ PVC [ NO.ON LID 1N 2 HIGH GHARAGTER5; (TAN IN Di5 Total 269 PLAN IN 2"Ht6H GHARAGTPFZ5. FINISH GRADE. ,.. i T �GHRISTY'51!?TA6-NtX-atREU Yd 2-Fityl53i GRADE, SHRUBS - - _ = L GHRISTY'S I.D.TAG. `, 1', _ MATCH ORAWIN55. Z. � 2. FINISH GRADE. itA!ElYOM PI�lR/E!/*LT Ir I I f- -- 4; 3/4"GRU5HED ROCK.t3"DEPTH. <I L} I- -';S w fZ FINI5H GRADE. 3.GRASS BODIED BALL VALVE-FULL PORT tY ML OOMCIEIE fI=111) I I=I(I I" 111- J %H bO NIPPLE T.O.E. 95 PVG 6,0UPLIN6 p � G 3 HRIS't'r"5 .D TACK.(SEE MOTES). � 11�T�� �� _ O IIII- i -III 1= .-. 4.SGIi.4O P/G PIPE EXTENSION.DIA.'0 ALLOW 4. 5/4"CRUSHED ROCK.h"f7EPT}1, PlanUlrrigationSystemType: Zone Irr.Eff. Area SeasonalPlantFactor BRA`vSNIPPIE• IIII _ PJGPPETOSr$TtTt-ANGLEPIpE I �� -II.I I -- TO 5PEGIFIM DERN WITH 45 DES.ELLS. 1=DR MOVEMENT OF HANDLE ON VALVE S ra 18ublDri 4 0 `'g 3301 1 Lock Shrub h) BRA55 40 DEG.ELL. J • LENGTH AS RE©UIRED, 5 A6 PRODUGT5 3f4"-B BALL VALVE. Value factor nversion factors Estimated 5 e riTJ COMMON BRICK R REQUIRED), Season Zonal @c Rant Area Co +�= (vl t MAIN LINE PIPING, �d .� C GOMh90N WIRE TO OTHER Y'ALVES.ON :5.3/4'GRL15HED ROCK.'6' PE£''T1i. q.ft. 0.62 748 Irri.Eff. YUater Use -.. `': MAIN LINE FITTING- cJ u s.,•..gipu SAME CONTROLLER s aaA *w i2.. F'VG 5C H.4CJ 1�IALIF ACJfiI'TER Spring 20.69 0.2 3301,428 0.62 748 0.9 12.58 - - s, ° a ` a.3fa°cwrHEv R:oGc.e vE�. s.COMMON BRICK(2 riEaiIIREDJ: g 3 �. SALGO AIR FLEXIBLE PVG HOSE 1. EaL�1IE71T TO E N6rAlFD AT A IMRA1 OF tY F71a1 t�MAX BLUMM ETC Summer "\ --- E1 a r BRA55 q0 DEG.STREET ELL, o_ df MINIMUM 3 FOOT LENGTH NSfALL N PLAMW AIVA 57.29 0.2 3301.428 0.62 748 0.9 34.6a �-� a6. c , o. • (`{pl GONIROL/GON1N10N WIRES FROM GONTRiOI.LER. .j.: .`,.:G:I+.i3o NIPPLE T©E.W/55 PVC,GOVPLtN6 Fall-Winter 1597 0 2 3301.428 0 62 748 0.9 971 BRASS NIPPLE-$'LONG. 111)HALL VALVE b • • • 8, SGH h0-CIO DEGREE ELBOW. _• AL A ANY lIALL NECfl1E QE(1) o011T NL� LF/IO PIOl71 AND TOTAL QUICK COUPLING VALVE. j 9�1 -:r. X ll! +F- 6.Z"GLP.RAd4GE. - O COST PANT 57.13 1 we sxa ao DE`..rx.L. T = _ q, R161P PVC,PIPE. 3 t�1EN INT Is NEXT 10 SIR WALL. E}C., MT Omm An 10 K OL OLrf�E . v `\',"� (3 HIM CONNECTOR. - •• � 4.PVC,MAIN LINE PIPE. I I�I I I I=IIII=I I I vr.ALI�OR GUIze. SECTION _ _- r I. PANT DARK pE01 at TAN ( P9! LJl AT ME NlTALLA710�+ mAiN w FTT TIiSHr) .� s N1�:AND MAY QLA 1O OKr .�� b PW Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor- + 3/4"IN TURF AREAS. ° IN LAWN AREAS, =1(I( Tull tI1eT10I f�eeloN ♦, rr►1o1 Po1�ti'a1t Spa /Bub/Dn 4 :: 0.000 2 Lawftst^.d Shrub �• 2'IN SHRUB AR£A5. ���MAIN LINE FITTING Wl;{JLVENT l^ELD.OUTLET. • I"IN LA1NN AREAS.Season Zonal Eta Rant Area Conversion Factors Estimated =�I �COIL,YORE PER 5PEGIFIGATION `• :t3. 2:"IN SHRUB AREAS. Value Factor sq.ft. 0.62 748 iri.Eff. Water Use NOTE.USE T£FLON TAPE ON.ALL MALE of (? 4 2" IN SHRUB ARI AS, FIFE.THREADS. + 2"IN 5HRU15 AREO.s.. ., •a NOTE: USE TEFLON TAPE ON ALL MALE Spring 20.69 0,35 0 0.62 7a8 0 1"IN TURF AREA'i. SECTION ' y • B t y li+r .ins•d 4 PIPE THREADS, EFLON Sommer 5729 0.35 D 0.62 748 0 - REDUCED PRESSURE BACKFLOW Fall-Winter 15.97 0.35 0 062 748 0 TOTAL 0.00 OUIGK GOJPLJNC5 VALVE ELECTRIC CONTROLLER VALVE (TURF) BALL• VALVE A55EMf3L'I' END 5ELE-FLUSHIN6 VALVE NOTES PlanUlrrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: N.TS, N,75. N.T.5: N,tS. SprayfBubfDnp 4 ..__.4.$.si::3790.528 3 Mod shrub Season Zonal Eta Rant Area Conversion Factors Estimated 1. DRAWINGS ARE DIAGRAMMATIC. EQUIPMENT SHOWN IN PAVED AREAS ARE FOR Value Factor sq.ft. 0.62 748 Irti.Eff. Water Use DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED WITHIN PLANTING Spring 2069 0.5 3790.528 0.62 748 0.9 36.11 Summer 57.29 0.5 3790 528 0 62 748 0.9 100.00 1 ci 17) AREAS. Fall-Winter 15.97 0.5 3790.528 0.62 748 0.9 27,88 "D I LEGEND �- 2. DO NOT WILLFULLY INSTALL THE SYSTEM AS SHOWN WHEN IT IS OBVIOUS IN 'l-". "c'"'PRESSURE LATtTu`L LINE,PIPINv. THE FIELD THAT UNKNOWN OBSRTUCTIONS OR GRADE DIFFRENCES EXIST THAT TOTAL 163.99 - ��. s PRE550RE MAIN LINE PIPNG MIGHT NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE __PlanUlrrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: -IIII II I,II I IIII T CONTROL WIRE5-TAPE AND BUNDLE BROUGHT TO THE ATTENTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. SpraylBub/Drip 4 0.000 4 Mod,•}{;gh Shrub � _ .- Season Zonal Eto Rant Area Conversion Factors Estimated - EVER"10 FEET,INSTALL ADJAGSNT IN EVENT THIS NOTIFICATION IS NOT GIVEN, THE CONTRACTOR SHALL ASSUME Value Factor sq.ft. 0.62 : 748 Irri.Hf, Water Use Yo PR£s�uRE MAIN LI'IE. FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. Spring 2069. 0.65 0 062 748 0 u tw PROVIDE-2'DEPTH OF CLEAN BAGKFILL. 3. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS, Summer 15,97 0.65 0 062 746 o FINISH eRAt LE6END Ci SEE fRRl6ATION SPEC FICATIONS FOR CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY TOTAL 1s.s7 o.6s o 0,62 749 0 BAGKFIII AND coMPAGTION. AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 2. PVG PIPE NF•PTN H132 rJETA{LJ,. TOTAL 0.00 6,: - t REOUIR€MENT5. ° 5. RAINfil%3 NDI7ELoxcz-orslONt1ERGIAL6RM3E �ul�et�R HEAD. 4. INSTALL ELECTRICAL HOOK UP FOR CONTROLLER, INSTALL NO. 14 OF DIRECT XEM6A.TION CONTROL ZONE ASS Y, 3. .. `•, s � FIN15H GRADE-. =IILI IIII_.4- WIRE CONNECTOR: o. _ 2. FINISH GRADE, • •••emu; BURIAL IRRIGATION WIRE (WHITE COMMON, DIFFERENT COLOR PILOT FOR EACH Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor. - - - + MINIMUM'BACKrILL DEPTHS FROM'FIN15H CONTROLLER) USE EPDXY CONNECTORS AND BURY WIRE A MINIMUM OF Spin /BublDri 4 0.000 5 High Shrub - B - s, PLAT WIC• Q 3. PM-- SGH;W NIPPLE. IIII=III - III=III( GRADE To TE SIZE MAINLINE EIGHTEEN (18) INCHES IN DEPTH, BUNDLE AND TAPED TOGETHER EVERY TEN Season Zonal Eta Rant Area Estimated _ I 6. eot•-M N,WIRE. •_ 0- &i 24'DE, O T OF A AND LAR'6ER Value Factor sq.ft. 062 748 Irti.Eff- Water Use II(I 4 IIII l _ .2 4. MARLEX TxT q}O DE6.'STREET ELL.. 18' FOR PIPE 51ZE5 2 I/2"AND SMALLER. Spring 20.69 0.8 0 062 748 0 3'""`� i (10) FEET. FORM EXPANSION COILS AT EACH VALVE AND CHANGE OF b, (4/2"x 4'x 12•F TREATE7 Yiaota 5. MtAffLEX TXT a0 D)`6. 5TRFLT ELL. Summer 57,29 0.8 0 0.62 7a8 0 - p & ��-�yy DIRECTION. INSTALL WIRING IN PVC SCH 40 SLEEVES UNDER PAVING. Fall-Winter 15.97 0.8 0 062 748 0 -- - -_ :- TREN�HINC� 1✓ETl• I.L- FOR wrFORT ^ � • " ' NO ELECTRICAL G{7ND111T IN TRENCH TOTAL 0.00 - I_ 6. LATERAL .LINE FITTFNG. p p °Q O° O p4.. q. 12'x IV'RELTAN6A AR.VALVE BM. - 5. PRESSURE MAINLINE TWO (2) INCHES AND LARGER SHALL BE PVC CLASS TREES p° oo °o 00 0° 0 10 avGUWId*VTREAnED) FORSEavaN�. ssElP_Y: �• -LOR-.F1 NEE. T'T 315 WITH SCHEDULE 80 FITTINGS. PRESSURE MAINLINE AND FITTINGS LESS THAN TWO (2) INCHES SHALL BE PVC SCHEDULE 40. co II, R.EG7ATkilY M VALVE BOX VYFiT�(BULT c 5 e HEAT+GovERL TAN st as 6. NON PRESSURE LATERAL SHALL BE PVC SCH 40 WITH SCHEDULE 40 IfJ.T BRAND vuvE STATION * HEADS,5' TO 6" ABOVE F.C.FOR 7 PIanUlrngation System Type: Zone Irr.Eff. Area Seasonal Plant Factor. No ONLD IN 2'M16FtGNARACTt35. BUBBLER HEAPS AND 6"ABOVE.F:G. zl... FITTINGS. Spra /Bub/Drip 4 O,S.. 244.550 6 Low Tree Is CYRISTY51v Tr.A-0,11H�D To • Season Zonal Eta Rant Area Conversion Factors Estimated MATCH DRAWINE6: 4 EMI]TER, �^ �...�'.. "' ,5 lai GoIL WII�P '.�f�GIFIGATOtJS !( � �_�-•^ Value Factor sq.ft. 0.62 748 Inn.Eff. Water Use 6 5 _ I.. i •. 7. FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM PERFORMANCE AND Spring 2069. 0.2 244,5502 0.62 749 0.9 0.93 - ,,/'�,^ `t'` �--< ! -e TO PREVENT OVER SPRAY ONTO EXISTING WALKS, DRIVES AND BUILDINGS AS EMITTER TO BB:b"TO 10"AWAY FRcgM' summer 15.97 o.z za4.ssoz o.sz 74a o.s ass PLANTS(SHRUB) -•--.� _ MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF TOTALFall 1ss7 o.z zaa.ssoz 0.6z 7a9 o.s a.za �-�, `I-1--� ' .�..� �' , '1 _ I,,, C� I " ARC TO FIT EXISTING SITE CONDITIONS. : I I. ELECTRIC--L TER COMRCi VALVE O FIFE T, 8. BALL VALVE SHALL BE LINE SIZED AND LOCATED IN TAN VALVE BOXES, tj•",• 2. BAEKBOry@ LATERAL-WG C+LAss TOO PIPE. PlanUl«igation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: �r �2 t^� A t 1,� y �rl il,^J J l` l 'L,-L� _ 3. Fwstr VALVE.SEE DETAILc THIS stttr Spra !BublDri 4 C 0sion 7 LOTv tteso,Trce VALVE �j � E3UL7... I. ER 1/ 7A 4EMITTER. T� F�A.�jl'�NA I E L E G I 11.1 G l/ I�4 R L (D l�t l ) � L G I ("� Y ! / 4. DRIP LATERAL-Pvc GL455 315 PIPE. Season ZOnalEto Rant Ares Conversion Factors Estimated 5: HOtNDARYFORDRIP VALVE ZONE. 9. CONTROL VALVES SHALL BE SIZED AS NOTED ON DRAWING AND LOCATED IN Value Factor sq.ft. 0.62 748 Inn.Eff. Water Use ).' ,. ,r" I rT�F�,l b. 51+IMEHITTER..DETAILITTPIGALJ. TAN VALVE BOXES. N.TS, N:T.s. TIAI BE USED FOR NOIIy@16t.TR> SJ - <� ) I MANLIKE ELIMINATE ALL LOWHEAD DRAINAGE AS NECESSARY. Spring 20.69 0,35 0 062 748 0 (',� -`� e. DRIP ZONE Summer 5 29 0.35 0 0.62 ! 7a8 0 _ J ///--- Fall-Winter 15.97 0.35 0 0.62 748 0 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE IN ALL NON-HARDSCAPE / PLANTED AREAS. TOTAL 0.00 �/' `�+••�� 1�' t. /,�.•�"'" '•- Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: .. �- 12. ALL LOCAL MUNICIPAL AND STATE LAWS. RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THE WORK ARE HEREBY INCORPORATED $praZonal to 4 09 4 Conversion F 8 Ti9cd Tree EGEND 6" MIN. I p�p /��,�{ INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS Season Zonal Eta Rant Area Conversion Factors Estimated I. SET ROT YYI4'ABOVE FINISH DRIP ZONE (EXl'MFLE ONI �t SHALL BE CARRIED OUT BY THE CONTRACTOR. Value Factor sq.ft. 062 748 Irn.Eff. Water Use WALK O!2 G AND 4'ABOVE FIMISki }� 1�tl,- / Sammer O.6s 0.5 427.9628 062 746 0.s 4.06 , ,. L:E6END 13. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES. - - -_ -_ :DRAKE IN AS AT TIME OF TPOTALef 1 r 29 0.5 427.9628 0 62 748 0.9 11.29 b; INSTALLATION." N-.7,5. Fall 597 05 4279628 062 748 0.9 315 a ' ; STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF 18.51 -. WALK-OR CURB. P�WwAY II UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE '4 I. t'1h15M bRADE TOR HEAD. APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Facmr: _ u .v:,aLK oQ.Fouwa.aTlo _ FIELD CONDITIONS SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE. S ra tBubJDri 4 '� OA00 9 Peladlti! h Tfee 4. SGH.BO NIPPLE-TBE� ° •. Season Zonal Eta Rant AreaConversion Factors Estimated rluM L-EN6T1+. - - ' s uP3P¢AY tf4D 14. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR Vaue Factor sq.ft. 0.62 7a6 Ind,Elf. Water Use 5- PVT_ 0 DE&�ELL. z 4 n,/c ao ;PRL� I `�"� ARCHITECTURAL PLANS BEFORE BEGINNING WORK. Spring 20.69 0.65 0 0 62 748 0 - j - C' ' z MAIN AOI ETVYr$21Ltlr+.-.R/.lBaa�MI @eT194 A�9^O.G. Summer 57.29 0.65 0 0.62 748 0 LATERAL LINE PIPE AND FITTING, ry I O• PVC,LA S= Fall-Winter 1s.97 o.6s o 0.62 746 0 -` c 15. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO f DC,TXT ao Dom.MARLEX STREET ELL, b MAR LEX STREET E-Ls � ".e'="°'`W �AL'""Y :oM �"�T,� PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. TOTAL o.00 a n 16. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND I \ �-��� �+GI:AaB,atS WG lAiBGV.t+WatB.:PIPE9Ifi YARIB 8: FIN15H GRAL�c. \`�` PlanUlrngation System Type: Zone Irr.Eff Area Seasonal Plant Factor: $.. ( OaiFxTwLnrnAdMA THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE S ra /Bub/Dri a a.s ''r 458.532 10 High Tree NOTE; USE TEFLON TAPE ON ALL MALE PIPE ; �� � ,��� OWNER'S AUTHORIZED REPRESENTATIVE. THREADS, wart a7`T iWuN15 A01sHr'Te"w'r,� 17. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE Season Zonal Eta Rant Area Conversion Factors Estirnatetl RES E-RtE,AL , TWICE THE DIAMETER OF THE PIPE CARRIED. ALL WIRE UNDER PAVED AREAS Vaue Factor s8.5 062 748 Irti.Eff. Water Use 6 - J ip7j, Lpe wpranm pyl eMlmx ATA"nu. Spring 20.69 0.8 458.5316 os2 7a8 0.9 6.99 - SA sER:•><,realrnB�.RD swlld�,;o!tir -^- - Summer 57.29 0.8 458.5316 062 l 7a8 o.s 19.M OR fl sT R SY UG of T r Y ,"m " B�ALia , r �A�. TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL Fa11-Winter 15.97 0.8 458.5316 0.62 748 0.9 5.40 6 6 '•1AY BE'.5kJBS 1TU-cD FOR TOTAL 31.74 RESIDE �� vl ,;.�. WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS 'ter SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST � % THE EDGE OF THE PAVING. Total Tree A£1CIIsrub 2r&S1 z ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE � INSTALLATION DETAILS. PlanUlrrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: Spray/Bub/Drip 4 ° 0 11 Tu# Season Zonal Eta Rant Area Conversion Factors Estimated OR HEAD TUFF Y Value Factor sq.ft. 062 748 Irti.Eff. Water Use Spring 2069. o.76 0 062 746 o N.T5. N.T.S. THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT Fall Summer 57.29 0.6 0 0.s2 748 0 ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8. SECTION 65597 ET TOTAL 1as7 0.76 o 0.62 746 o II I SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE TOTAL p,p0 LOCAL G0�2NING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD Total Turf 0.00 TREE EMITTER - RAINB'RD ADi OR EQUAL. EMITTER SYSTEM STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USSR �p,NoSCg1 RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY N.Ts. NOT BE PLANTED OR INSTALLED IN CVWD AND USSR EASEMENTS OR RIGHT OF WAY PIanUlrrigationSystemType: Zone Irr.Eff. Area SeasonalPlantFactor Q 'fiaterfal Eto r C o t2 � �!v 5 W. TRH q�� WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. Season Zonal Eto Rant _ Area Conversion Factors Estimated Value Factor sq.ft. 0.62 749 kri.Eff. Water Use Spring 2069. 1.2 0 0.62 748 0 Summer 57.29 1.2 0 0.62 748 0 C) _� No. 2242 0 �+ Fail-Winter 15.97 1.2 o osz 749 0 J V Exp. 10/31/0 f�Tl -1 TOTAL--- -- - - - ---0.00 NOTE. _Q Total Waterfeature 0.00 cr SCH. 40 PVC PIPE SLEEVES SHALL BE INSTALLED _ �, _ , * DATE WA ANAG E P V) Total estimated water use srss� UNDER ALL PAVING FOR ALL IRRIGATION LINES. SCH. S>. -- �P /Ht z 40 PVC PIPE SLEEVES SHALL BE INSTALLED UNDER qTF OF CAL�Fp�� DEVELOPMENT s cEs suPERVISOR Q ALL PAVING FOR ELECTRICAL IRRIGATION WIRING. REVISED 11-27-06 3 W a BENCH NO. 155 ELEV. 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.LA. NO. DESIGN BY �_ - 0 No. REVISIONS APPROVED DATE MARK (NGVD29) TRC?WBRIDGE CWT CITY OF PALM DESERT, CALIFORNIA- LOCATION A "� "q SHEET 2242 Q LOCATION AND ASSOCIATES SIGNATURE DRAWN BY LI - 6 2.5" BRONZE DISK STAMPED LS 4146 BM 1987 1599 SUPERIOR AVENUE DATE GG PARCEL MAP NO. 24255 ' OF U IN TOP OF CURB. NORTH SIDE OF GERALD FORD • SUITE B-5 CHARLES TROWBRIDGE �(4 1 GATMAY INDUSTRIAL IIBDIAN DRAWING 0. N DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. COSTA MESA, CA. 92627 CHECK BY MARK GREENWOOD, P.E. DATE /�. _ _ -_ 2 2 aD PH(949)548 36b3 FAX{949}646 7278 3/ 6` O6 �iIGA'1'II�l�T �� NOMIII a �� I - i _ _ -�3 I 2.0 E LY OF B.C.R. LANDSCAPE ARCHITECTURE LTC.#2242 CT RCE N0. 57989 EXP. 6/30/08 PUBLIC WORKSA PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XE., S.6.BPAII-- - SHEETS o L-18269 A ------------------ 10 - - 15 15 1 A J EL paPLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY PLANT FACTOR C cn I TREES r^ W Vj r W I ' CALLISTEMON VIMINALIS WEEPING BOTTLE BRUSH 24"BOX 1 M 0.5 s E..� PARKINSONIA PRAECOX SONORA PALO VERDE 36" BOX 8 L 0.2 s GROUNDCOVER CHITALPA TASHKENTENSIS CHITALPA 24"BOX 13 M 0.5 DECOMPOSED GRANITE 2" THICK LAYER 'PINE DAWN' 'CALIFORNIA GOLD' 3/8-MINUS AFTER COMPACTION OR APPROVED EQUAL (WETTED / ROLLED) CRESTA ROCK COBBLE 4" DIA. TO 6" DIA. SET IN CONCRETE AS SHOWN IN DETAIL WASHINGTONIA FILIFERA CALIFORNIA FAN PALM AS NOTED IN FEET 10' x 8 H 0.5 THIS SHEET OF BROWN TRUNK 15' x 7 O SET LEVEL IN NATIVE SOIL OVER NATIVE " " SUB-BASE AT 95% COMPACTION. FILL JOINTS CRESTA ROCK COBBLE 4 DIA. TO B DIA » WITH 2 THICK LAYER AFTER COMPACTION CALIFORNIA GOLD V MINUS DECOMPOSED GRANITE. SHRUBS SIZE 0 30 60 90 120 PM-18 DALEA GREGGII TRAILING INDIGO BUSH 5 GAL. 9 L 0.2 L ® O 9 CRESTA BOULDERS 2' TO 5' DIA. "ANGULAR/FLAT" SMALL-240 MIN. DIA. Y MEDIUM MIN. DIA. PENSTEMON SUPERBUS BEARD TONGUE 1 GAL. 50 M 0.5 LARGE-6060' MIN. DIA. THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT O❑ ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE O ACACIA REDOLENS 'DESERT CARPET' TRAILING ACACIA 5 GAL. 45 M 0.5 LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD NOTE: CONTRACTOR TO PROVIDE BOULDER, COBBLE AND D.G. STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USER ® CAESALPINIA PULCHERRIMA DWARF PULCHERRIMA 5 GAL. 9 L 0.2 SAMPLES TO THE CITY OF PALM DESERT AND THE LANDSCAPE p,4gscA RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. C NOT BE PLANTED OR INSTALLED IN CVWD AND USER EASEMENTS OR RIGHT OF WAY 15 C, W TRp �'A0) WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. O RUELLIA 'KATIE' N.C.N. 5 GAL. 30 M 0.5 NOTE: MAXIMUM BOULDER HEIGHT NOT TO EXCEED 30" IN �' HEIGHT MEASURED FROM THE TOP OF ASPHALT ELEVATION. _ �� �� ® FOUQUIERIA SPLENDENS OCOTILLO 7 TO 9 CANES 10 L 0.2 CJ 2Q NO. 2242 O (n f 5' TO 10' TALL NOTE: SHRUBS, GROUNDCOVER, BOULDERS AND MOUNDING J U E p. 1 / 1/08 t�T► �. Q MAXIMUM HEIGHT SHALL NOT EXCEED 30" IN HEIGHT �} AGAVE VILMORINIANA OCTOPUS SHRUB 5 GAL. 22 L 0.2 MEASURED FROM THE TOP OF ASPHALT ELEVATION. � .. .... . ..... -� —Q�-7 ... DATE WA MANAGEMENT R N j HESPERALOE PARVIFLORA RED YUCCA 5 GAL. 58 L 0.2 sJ, �• - Z REVISED 11-20-06 qTF OF CAOF DEVELOPMEW SERVICESSUPERVISOR Q 3 w Q BENCH ELEV. 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPROVED B CITY OF PA DESERT FILE NO. SHEET No. REVISIONS APPROVED DATE MARK No. 155 . (NGVD29) TROWBRIDGE 2242 CWT CITY OF PALM DESERT, CALIFORNIA LP - 1 LOCATION AND ASSOCIATES SIGNATURE DRAWN BY PARCEL MAP N0. 24255 - —s OF IJ 2.5" BRONZE DISK STAMPED LS 4146 BM 1987 1599 SUPERIOR AVENUE DATE GG _ -- ING NO. � IN TOP OF CURB. NORTH SIDE OF GERALD FORD • SUITE B-5 CHARLES TROWBRIDGE k4 GATEWAY INDUSTRIAL MEDIAN � r- ' 2 2 COSTA MESA,CA. 92627 CHECK BY MARK G EN )OD, P.E. DATE i °D DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. PH(949)548-3663 FAX(949)646-7278 3/06/06 RECTOR OF p��G � i , �4 r) 2.0' E'LY OF B.C.R. LANDSCAPE ARCHITECTURE LIC.#2242 CT RCE NO. 57989 EXP. 6/30/08 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XE1, S.$.B.M.' SHEETS O I - - _,.1 1 $e70A PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY PLANT FACTOR TREES SHRUBS GROUNDCOVER DALEA GREGGII TRAILING INDIGO BUSH 5 GAL. 9 L 0.2 DECOMPOSED GRANITE 2' THICK LAYER 'CALIFORNIA GOLD' 3/8"MINUS AFTER COMPACTION @❑ PENSTEMON SUPERBUS BEARD TONGUE 1 GAL 50 M 0.5 OR APPROVED EQUAL (WETTED / Rom) OACACIA REDOLENS 'DESERT CARPET' TRAILING ACACIA 5 GAL. 45 M 0.5 CALUSTEMON VIMINALIS WEEPING BOTTLE BRUSH 24"BOX 1 M 0.5 CRESTA ROCK COBBLE 4" DIA. TO 6" DIA. SET IN CONCRETE AS SHOWN IN DETAIL THIS SHEET CAESALPINIA PULCHERRIMA DWARF PULCHERRIMA 5 GAL 9 L 0.2 SET LEVEL IN NATIVE SOIL OVER NATIVE SUB-BASE AT 95X COMPACTION. FILL JOINTS 0 RUEU.IA 'KATIE' N.C.N. 5 GAL. 30 M 0.5 P79 CRESTA ROCK COBBLE 4" DIA. TO 6" DIA. WITH 2' THICK LAYER AFTER COMPACTION ® FOUQUIERIA SPLENDENS OCOTILLO 7 TO 9 CANES 10 L 0.2 CA GRAANITENITE. A GOLD 36' MINUS DECOMPOSED PARKINSONIA PRAECOX SONORA PALO VERDE 36" BOX 8 L 0.2 5' TO 10' TALL I AGAVE VILMORINIANA OCTOPUS SHRUB 5 GAL. 22 L 0.2 L . 3 SIZE CRESTA BOULDERS 2' TO 5' DIA. "ANGULAR/FLAT' SMALL-24 MIN. DIA. MEDIUM-42" MIN. DIA. CID HESPERALOE PARVIFLORA RED YUCCA 5 GAL. 58 L 0.2 LARGE-60' MIN. DIA. NOTE: CONTRACTOR TO PROVIDE BOULDER, COBBLE AND D.G. CHITALPA TASHKENTENSIS CHITALPA 24'BOX t3 M 0.5 SAMPLES TO THE CITY OF PALM DESERT AND THE LANDSCAPE 'PINE DAWN' ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. NOTE: MAXIMUM BOULDER HEIGHT NOT TO EXCID=D 30' IN HEIGHT MEASURED FROM THE TOP OF ASPHALT ELEVATION. W WASHINGTONIA FILIFERA CALIFORNIA FAN PALM AS NOTED IN FEET 10' x 8 H 0.5 NOTE: SHRUBS, GROUNDCOVER, BOULDERS AND MOUNDING OF BROWN TRUNK 15' x 7 MAXIMUM HEIGHT SHALL NOT EXCEED 30' IN HEIGHT MEASURED FROM THE TOP OF ASPHALT ELEVATION. Vi I PIP PQ Vl pq W z 1�--1 TT^^ T� w V Ipa co I w Z PARCEL 37 PARCEL 5 I � . ......... ................................ ........... . ............. ...... . .......................... ............... . .. ......... .................... ... . ........ - - -------_------------------ ------- ... _ -_......................................... ...-..-.-..-...............`-..-.-.__ .................. .................... - ............. 3 - .................. ._r,_ ......._......................_....... ....-...........-----............... ..............................--'- ................... w . ........ ................._ I� _s� �...... ; 1U SD .................... s ,.0.................. : ` ... . � _... ,:.............................. So s------------- ..:.................. �............... ................... .............. 1j IL i rr �. rJill VTR .. 7 ir s .......... 15 .... ........... ............ ........... ...................... ............ .............- ............ ....................... ........................ . ..... Z�v ........... ...................... ----------------- .................. ......................... ........... ............... ............ --------------------.......----------.................. I PARCEL 26 PARCEL 6 PARCEL 12 � I � j tit i PP03-18 THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8. SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USSR oScAE'F RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY NOT BE PLANTED OR INSTALLED IN CVWD AND USSR EASEMENTS OR RIGHT OF WAY s W rRo 9'A� WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. V =`r 44- No. 2242 O +�► -J U Exp. 10 31/ 8 SCM: 1"-90'—O" * ....... W.._�Cj, ..................... * DATE - WA MANAGEMENTS P to s�gTF O��\P DEVELOPWNT SERVICES SUPERVISOR >- OF CA0V 3 0 30 60 90 120 w R"NED 11-20-06 BENCH ELEV. 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPROV D BY CITY OF PA DESERT FILE No. SHEET NO. REVISIONS APPROVED DATE MARK No. 155 (NGVD29) TROWBRIDGE 2242 CWT CITY OF PALM DESERT, CALIFORNIA LP - 2 Q LOCATION AND ASSOCIATES SIGNATURE DRAWN BY PARCEL MAP NO. 24255 -- of 2.5" BRONZE DISK STAMPED LS 4146 BM 1987 1599 SUPERIOR AVENUE DATE GG N N SUITE B-5 CHARLES TROWBRIDGE � �� N IN TOP OF CURB. NORTH SIDE OF GERALD FORDAMAY INDUSTRIAL IMUN 15 2 2 °0 DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. COSTA MESA,CA. 92627 CHECK BY MARK GREENWOOD,GREENW ODP.E. ATE PH(949)548-3663 FAX(949)646-7278 3/06/06 DI CT R OF PLAN G PIM 2.0' E'LY OF B.C.R. LANDSCAPE ARCHITECTURE LIC.#2242 CT RCE NO. 57989 EXP. 6 30 08 PUBLIC WORKS I A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XEE S.B.B.M. SHEETS o .�=18271 A t I I f r r t f t r i i 'i w i w t' ��.`'] 4 ELi r f f cn f PAPC cn 014- PARCEL 3 6Eel- A � — sljo �. ....__ s -- .._._.......... _. _ 6_ U ' - -- s �. . 544L .......... J? PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY PLANT . FACTOR _•. ' �'' f TREES oo CALLISTEMON VIMINALIS WEEPING BOTTLE BRUSH 24"BOX 1 M 0.5 PARCEL 27 PARKINSONIA PRAECOX SONORA PALO VERDE 36" BOX 8 L 0.2 GROUNDCOVER CHITALPA TASHKENTENSIS CHITALPA 24"BOX 13 M 0.5 DECOMPOSED GRANITE 2" THICK LAYER 'PINE DAWN' 'CALIFORNIA GOLD' 3/8-MINUS AFTER COMPACTION OR APPROVED EQUAL (WETTED / ROLLED) CRESTA ROCK COBBLE 4" DIA. TO 6" DIA. SET IN CONCRETE AS SHOWN IN DETAIL WASHINGTONIA FILIFERA CALIFORNIA FAN PALM AS NOTED IN FEET 10' x 8 H 0.5 THIS SHEET WAM OF BROWN TRUNK 15' x 7 SET LEVEL IN NATIVE SOIL OVER NATIVE PM—la CRESTA ROCK COBBLE 4" DIA. TO 6" DIA. SUB—BASE AT 95X COMPACTION. FILL JOINTS 0 30 60 90 120 WITH 2" THICK LAYER AFTER COMPACTION SHRUBS CALIFORNIA GOLD MINUS DECOMPOSED THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT GRANITE. ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8. SECTION 65597 ET (� DALEA GREGGII TRAILING INDIGO BUSH 5 GAL. 9 L o.2 SIZE SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE L g CRESTA BOULDERS 2 TO 5 DIA. "ANGULAR/FLAT' SMALL-24 MIN. DIA. LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD ❑ PENSTEMON SUPERBUS BEARD TONGUE 1 GAL. 50 M 0.5 ® o STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USER 0 MEDIUM-42" MIN. DIA. PNOSCq RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY LARGE-60" MIN. DIA. �' NOT BE PLANTED OR INSTALLED IN CVWD AND USBR EASEMENTS OR RIGHT OF WAY O ACACIA REDOLENS 'DESERT CARPET' TRAILING ACACIA 5 GAL. 45 M 0.5 � W rR0��'p WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. ® CAESALPINIA PULCHERRIMA DWARF PULCHERRIMA 5 GAL. 9 L 0.2 NOTE: CONTRACTOR TO PROVIDE BOULDER, COBBLE AND D.G. SAMPLES TO THE CITY OF PALM DESERT AND THE LANDSCAPE V =� N O. 2242 O Cn O RUELUA 'KATIE' N.C.N. 5 GAL. 30 M 0.5 ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. V Exp. 10/31/0 ri ® NOTE: MAXIMUM BOULDER HEIGHT NOT TO EXCEED 30" IN FOUQUIERIA SPLENDENS OCOTILLO 7 TO 9 CANES 10 L 0.2 5' TO 10' TALL HEIGHT MEASURED FROM THE TOP OF ASPHALT ELEVATION. _ DATE WATER MANAGEMENT SUPERVI " J In �} AGAVE VILMORINIANA OCTOPUS SHRUB 5 GAL 22 L 0.2 NOTE: SHRUBS, GROUNDCOVER, BOULDERS AND MOUNDING RI+:VISBD ii-20-06 s7TF O �\P DEVEL SERVI SUPERVISOR +MAXIMUM HEIGHT SHALL NOT EXCEED 30 IN HEIGHT OF `� MEASURED FROM THE TOP OF ASPHALT ELEVATION. CAS- Q HESPERALOE PARVIFLORA RED YUCCA 5 GAL. 58 L 0.2 3 W f-- Q C� NO. REVISIONS APPROVED DATE BENCH ELEV. 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPROVED : CITY OF PALM DESERT FILE NO. SHEET No. 155 CITY OF PALM DESERT, CALIFORNIA _ _ Q MARK (NGVD29} TROWBRIDGE CWT 2242 _____ __ LOCATION AND ASSOCIATES SIGNATURE L 2.5" BRONZE DISK STAMPED LS 4146 SM 1987 1599 SUPERIOR AVENUE DATE GG _ WI NO. OF N CHARLES TROWBRIDGE DRAWN BY 4 PARCEL MAP NO. 24255 ""- IN TOP OF CURB. NORTH SIDE OF GERALD FORD SUITE B 5 GATWAY IND l[EDIAN 22- DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. COSTA MESA,CA.92627 3/06/06 CHECK BY MA < GREE W OD, P.E. DATE p� N , 16 co PH (949)548-3663 FAX(949)646 7278 2.0' E'LY OF B.C.R. LANDSCAPE ARCHITECTURE LIC.#2242 CT RCE N0. 579$9 EXP. 6/30/08 PUBLICOWORKS A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XE., S.B.B.M. SHEETS o L-18272A PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY PLANT FACTOR u✓ TREES SHRUBS ^^� DALEA GREGGII TRAILING INDIGO BUSH 5 GAL 9 L 0.2 Op PENSTEMON SUPERBUS BEARD TONGUE 1 GAL 50 M 0.5 O CALUSTEMON VIMINALIS WEEPING BOTTLE BRUSH 24'BOX 1 M 0.5 ACACIA REDOLENS 'DESERT CARPET' TRAILING ACACIA 5 GAL 45 M 0.5 w ® CAESALPINIA PULCHERRIMA DWARF PULCHERRIMA 5 GAL 9 L 0.2 MW G RUELLIA 'KATIE' N.C.N. 5 GAL 30 M 0.5 V 1 ® FOUQUIERIA SPLENDENS OCOTILLO 7 TO 9 CANES 10 L 0.2 PARKINSONIA PRAECOX SONORA PALO VERDE 36" BOX 8 L 0.2 5' TO 10' TALL W AGAVE VILMORINIANA OCTOPUS SHRUB 5 GAL. 22 L 0.2 I cn 7 HESPERALOE PARVIFLORA RED YUCCA 5 GAL. 58 L 0.2 ZW CHITALPA TASHKENTENSIS CHITALPA 24"BOX 13 M 0.5 r� 'PINE DAWN' (ram V1 WASHINGTONIA FILIFERA I CALIFORNIA FAN PALM AS NOTED IN FEET 10' x 8 H 0.5 OF BROWN TRUNK 15' x 7 W W I z 1TT+,,1 V 9 1 PARCEL132 -------- ------ C�L ........................ r 1510 DR r 10 VE 10 15 — — .10 CE sO � Lo NN � GROUNDCOVER ` I DECOMPOSED GRANITE 2" THICK LAYER 'CALIFORNIA GOLD' 3/8-MINUS AFTER COMPACTION -' OR APPROVED EQUAL (WETTED / ROLLED) CRESTA ROCK COBBLE 4" DIA. TO 8 DIA. SET IN CONCRETE AS SHOWN IN DETAIL THIS SHEET SET LEVEL IN NATIVE SOIL OVER NATIVE CRESTA ROCK COBBLE 4' DIA. TO 6" DIA. SUB-BASE AT 95X COMPACTION. FILL JOINTS ' WITH 2 THICK LAYER AFTER COMPACTION CALIFORNIA GOLD I" MINUS DECOMPOSED VOWI-W L SIZE 0 30 60 90 120 PM-18 ® 9 CRESTA BOULDERS'2' TO 5' DIA. "ANGULAR/FLAT" SMALL-24 MIN. DIA. MEDIUM-42" MIN. DIA. THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT LARGE-60" MIN. DIA. ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8. SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USBR NOTE: CONTRACTOR TO PROVIDE BOULDER, COBBLE AND D.G. RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY SAMPLES TO THE CITY OF PALM DESERT AND THE LANDSCAPE NOT BE PLANTED OR INSTALLED IN CVWD AND USBR EASEMENTS OR RIGHT OF WAY ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. NOTE: MAXIMUM BOULDER HEIGHT NOT TO EXCEED 30" IN HEIGHT MEASURED FROM THE TOP OF ASPHALT ELEVATION. V NO. 2242 4 rn- J --I U Exp. 10/31/08 m a NOTE: SHRUBS, GROUNDCOVER, BOULDERS AND MOUNDING MAXIMUM HEIGHT SHALL NOT EXCEED 30" IN HEIGHT ^/ill i ` a-O'7 N MEASURED FROM THE TOP OF ASPHALT ELEVATION. * * DATE W MANAGEMENT SUPUMSOR R MM 11-20-06 sgTF 0 �FOR�\P 0 NT SE ES SUPERVISOR F CAL 3 w Q No. REVISIONS APPROVED DATE BENCH NO. 155 ELEV. 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPROVE 8 . CITY OF PAL DESERT FILE NO. SHEET 2242 Q MARK � CITY OF PALM DESERT, CALIFORNIA NGVD29) TROWBRIDGE CWT _ _ LOCATION AND ASSOCIATES SIGNATURE LP — 4 ~ DRAWN eY PARCEL MAP NO. 24255 OF 2.5" BRONZE DISK STAMPED LS 4146 BM 1987 1599SUPERIORAVENUE CHARLES TROWBRIDGE DATE GO ' �( WIN N0. IN TOP OF CURB. NORTH SIDE OF GERALD FORD SUITE 9 5 GATWAY INDUSTRIAL II UN 2 2 00 COSTA MESA,CA.92627 CHECK BY MARK GREENWOOD. P.E. DATE 1 DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. PH(949)548-3663 FAX(949)646-7278 3/06/06 DIR TOR OF P��A P 1 K) 2.0' E'LY OF B.C.R. LANDSCAPE ARCHITECTURE LIC.#f2242 CT RCE N0. 57989 EXP. 6/30/OB PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XE., 5.B.&M. SHEETS o L-18273A i PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY PLANT FACTOR TREES / CALLISTEMON VIMINALIS WEEPING BOTTLE BRUSH 24"BOX 1 M 0.5 - PARKINSONIA PRAECOX SONORA PALO VERDE 36" BOX 8 L 0.2 / CHITALPA TASHKENTENSIS CHITALPA 24"BOX 13 M 0.5 'PINE DAWN' WASHINGTONIA FIUFERA CALIFORNIA FAN PALM OF BROWN I��T 10' x 8 H 0.5 I 15' x 7 I Fil oI / SHRUBS ^ DALEA GREGGII TRAILING INDIGO BUSH 5 GAL 9 L 0.2 �p PENSTEMON SUPERBUS BEARD TONGUE 1 GAL 50 M 0.5 O W OACACIA REDOLENS 'DESERT CARPET' TRAILING ACACIA 5 GAL 45 M 0.5 w \ / © CAESALPINIA PULCHERRIMA DWARF PULCHERRIMA 5 GAL 9 L 0.2 F+1 / VL 0-01 \ / O RUELLIA 'KATIE' N.C.N. 5 GAL 30 M 0.5 11.4 FOUQUIERIA SPLENDENS OCOTILLO 7 TO 9 CANES 10 L 0.2 5' TO 10' TALL Two / AGAVE VILMORINIANA OCTOPUS SHRUB 5 GAL 22 L 0.2 V 1 / j HESPERALOE PARVIFLORA RED YUCCA 5 GAL 58 L 0.214 W / TT 11 V GROUNDCOVER „� DECOMPOSED GRANITE 2" THICK LAYER 'CALIFORNIA GOLD' 3/8"MINUS AFTER COMPACTION OR APPROVED EQUAL (WETTED / ROLLED) / CRESTA ROCK COBBLE 4" DIA. TO 6" DIA. SET IN CONCRETE AS SHOWN IN DETAIL THIS SHEET SET LEVEL IN NATIVE SOIL OVER NATIVE CRESTA ROCK COBBLE 4" DIA. TO 6" DIA. SUB-BASE AT 95X COMPACTION. FILL JOINTS MATH 2" THICK LAYER AFTER COMPACTION CALIFITE.ORNIA GOLD %7 MINUS DECOMPOSED GRAN G S SIZE / / ® 0 CRESTA BOULDERS 2' TO 5' DIA. "ANGULAR/FLAT' SMALL-24 MIN. DIA. MEDIUM-42" MIN. DIA. LARGE-60" MIN. DIA. NOTE: CONTRACTOR TO PROVIDE BOULDER, COBBLE AND D.G. SAMPLES TO THE CITY OF PALM DESERT AND THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. I / / NOTE: MAXIMUM BOULDER HEIGHT NOT TO EXCEED 30" IN HEIGHT MEASURED FROM THE TOP OF ASPHALT ELEVATION. I NOTE: SHRUBS, GROUNDCOVER, BOULDERS AND MOUNDING MAXIMUM HEIGHT SHALL NOT EXCEED 30" IN HEIGHT MEASURED FROM THE TOP OF ASPHALT ELEVATION. / 0 30 60 90 120 PP03-18 THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT ACCORDANCE WITH WATER CODE TILE 7, CHAPTER 3, ARTICLE 10.8. SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD NDSC STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USER Apr RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY <,5 W. TRp �AO, WITHOUT FINOT BE RST D OR INSTALLED IN CVWD OBTAININGAN ENCRAOCHMENTD USBR PERMIT FROMG EASEMENTS OR RIGHT OF WAY D No 2242 --I U Exp. 10/31/0 * * DATE WATER MANAGEMENT SUPERVISOR MIM 11-20-06 s�T ���Pwmfl F OF CAUFo DEVELO SERVICE SUPERVISOR Q 3 Q BENCH N0. 155 E��• 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPROVE : CITY OF PA DESERT FILE N0. SHEET N0. REVISIONS APPROVED DATE MARK (NGVD29) TROWBRIDGE CWT CITY OF PALM DESERT, CALIFORNIA Q 2242 _ LOCATION AND ASSOCIATES SIGNATURE DRAWN BY PARCEL MAP N0. 24255 - LP- 5 F 2.5" BRONZE DISK STAMPED LS 4146 BM 1987 1599 SUPERIOR AVENUE CHARLES TROWBRIDGE DATE GG , '� O D WING N0. It IN TOP OF CURB. NORTH SIDE OF GERALD FORD SUITE B-5 GATEIIAY INDUSTRIAL l[BDIAN N COSTA MESA,CA.92627 CHECK BY MARK GREE 00 P.E. DATE00 DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. PH (949)548-3663 FAX(949)646-7278 3/06/06 IRE OR OF P���� �W 18 2.0' E'LY OF B.C.R. LANDSCAPE ARCHITECTURE LIC.#2242 CT In RCE NO. 57989 EXP. 6/30/08 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XE., S.B.B.M. SHEETS o L-18274A PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY PLANT FACTOR TREES 1 CALLISTEMON VIMINAUS WEEPING BOTTLE BRUSH 24'BOX t M 0.5 NOTE: All trees to be low branching and approved by city of Palm Desert f1 I � t/^� t/'��~•�(( `��-'� �,t� PARKINSONIA PRAECOX SONORA PALO VEROE 36' BOX 8 L 0.2 APPRJY 4"A#WA•FWM!kI SS$ f:.}• T - 1 r� J x ALL `rx 5 L�=f'IZE55ECJ YG4TERk'N6SIAt. tkt l ec:lr f.th wins r=tom f 3FRC j TO REMA!N VUR PLANT �: r U'46/5 F?¢YIAG S Ecfifes 15f T PERIOD, h ri t M14wY:'lxt+• _�' � �' -.• jlr �. 1 �.: �. jJ 'W. oJ9t T�IE'n a3�.eeY m L 5ET A5aqE&RAVE 2'TO 4" J CHITALPA TASHKENTENSIS CHITALPA 24'BOX 13 M 0.5 r. FINISH ORAD N t / �--'',' �- �.•.�L r ff��z] 'PINE DAWN' sip p rcn�rm 8` d a T Tale 5'.W AG{)�'3 e .. f . tT 2",G 4�AMU&fiRAUE . l�'a ar e�r�.cEr��R:-z)IST�:t�.E ?�OT�,. IIII11= r . : �ncT ZONE t + TO>=C1Cx___.OF>CUR6;{'VALE OR -- m llllll - I ��-✓ire I, SFAc_ WZOUND OaVEF,€LANT5 Pce BACKFILL MIX FOR DESERT PLANTS �� THIS DETAIL �tLr' N�^ r:,L. ,Nr WASHINGTONIA Fl1FERA CALIFORNIA FAN PALM AS NOTED IN FEET 10' x 8 H 0.5 aoxxrriwcr?�0c>»at6r. mw a0ze ,iFZ NOT 5HOVIIN 01-4-'L.4w. TO BE NATIVE SITE SOIL ONLY t 5' x 7 I, IBA. ■ I{l l-I11 Il 11 i�lli II_ 2, 714VAN6ULARL.Y S€JACE PLANTS TYPICAL BACKFILL MIX FOR DESERT PLANTS TO BE } Gnl� NT�I�G�'At.l1€6 NATIVE SITE SOIL ONLY €� ~ !lhT6v 1FlL7]STEl�ceEr35fJI \ J) PLAN MP 5P4GIItC� TC3 LEr4 'l=Eh1UlAN - NIS T4�T•VE.G'NEll57if$�II:.`CIS: 3 X I=d�� � AREA POP.k-ATURE 51ZE f'LANT5: i t' mix a_ m Ga {L tRr�NCaE��P tCi -Glf IRF-0. 3XRt T R�= IN-TAI:L,AT!ON 5HRUB I.N5TALLATION IFA1,��1 TREFE IN.5TALLATI�3u R! U I ' CO\/ER 5F IN&' ors. 6-IZ V,RI _ SHRUBS � DALFA GREGGII TRAILING INDIGO BUSH 5 GAL 9 L 0.2 PENSTEMON SUPERBUS BEARD TONGUE 1 GAL 50 M 0.5 r':.As�va ,arras s:T I S"-b" lT3Et;GC 3L /AR::A5L E - - - - - -_- RANVOIwILY PLArEV AITH MC-DI AN' ACACIA REDOLENS DESERT CARPET' TRAIUNG ACACIA 5 GAL 45 M 0.5 1. I G7 P`^Y7iER s rnrnes>y mtrE ® CAESALPINIA PULCHERRIMA DWARF PULCHERRIMA 5 GAL 9 L 0.2 TM \ FER RUEWA 'KATIE' N.C.N. 5 GAL 30 M 0.5 ': 1 =.(�{'•_f 1 ,. 2411 M - I ALOE Awl p fill .C,kJf -� ` PRGP.c1URF €ICI- `� IN.GLZ- RAC n a FOUQUIERIA SPLENDENS OCOTILLO 7 TO 9 CANES 10 L 0.2 ALL IrAV`iTIES AA '✓G211a5 IaCJ"1 5i l�ALk ARE TO 13E t3URIEi7 t ,� '� • c ? 5' TO 10' TALL '3T �AGAVE VILMOMNIANA OCTOPUS SHRUB 22 L 0.2 5 GAL a _ j HESPERALOE PARVIFLORA RED YUCCA 5 GAL 58 L 0.2 i a j M0.1,0 PZF EIZZICE LINE - I 149JO HE{61fi PER,PLt4`i f IE+�12',+I5''.1 �6 ' � CST 059LE IN TH1GK GON16RETE � FIRM PC"C0MP,W_7T-W RADB lII (I f1-11I11-11'II-'q III ° MAINTAIN 1/2'l-FAa 5ETVt�N ` , , NoTE5: s pa sr`E RorK I;ERaJE EXZ GONCRETE GROUNDCOVER ALL�.�,flriES AN17't�lT�ra t I, IN.(QI4.'1T}. TROML TO I:'2"DE P I. t OJOS ARE�fAsRAMAr} uRg23E' I V` $ETY I:Ia.1I ETs. 1�TE; 'ARE To 5E Bu'-RIE. 2. MOULD 5HAPE5 PO,NOT Rt I ONTM'RS_ � DECOMPOSED GRANITE 2' THICK LAYER ]3C�L}ER5 IN CLU5r ARE {� f� �ROMSA?:t 'CALIFORNIA GOLD' 3/8'MINUS AFTER COMPACTION 10 FesE 5=T AT'�+',ARI-En fe. :,*TS ALL.`MEDLAN BOULPFOZ6 TO BE NO a. 6RAUE T O 5JIT Ai.TUAL SITE CC VITIONS:61'� 4 OR APPROVED EQUAL � / r-iOR�TttAN €2" HiCHOz T4,DNN fir. FIRST PRI0P1TY TC APEQUATE PRAIMASE OF APPRO WETTED ROLLED Illull 111{f{=11� ��!N FLAN7ED AREAS q�il� �lil�l 1/a BEILOYV 6FLADE AT 07HER` L CC.ATIO f1eq CITY'A CC/AL CRESTA ROCK COBBLE 4' DIA. TO 6' DIA. SET IN CONCRETE AS SHOWN IN DETAIL 50UL �'�. �F AI L �'' t.I I# 1 ) T 1. V NE I N�JT.AL L AT I ON C,055L Cry'T:ON;�' 1�E�I AN FA VI N& � AIL:. THIS SHEET F T 6. FI:T a-s: x'T�; r _ _ SUB-BASE AT 9 COMPACTION. FILL JOINTS SET LEVEL IN NATIVE SOIL OVER NATIVE CRESTA ROCK COBBLE 4' DIA. TO 6' DIA WITH 2" THICK LAYER AFTER COMPACTION CALIFORNIA GOLD V MINUS DECOMPOSED GRANITE. SIZE L ® 3 CRESTA BOULDERS 2' TO 5' DIA 'ANGUW2/FLAT' SMALL-24 MIN. DIA. MIN. DIA. l I Y LARGE-60'• MIN. DIA. GAJt�R StITtm t,�R f7t'?�2 FINISH C RAI:Ji # I l w APE r i7u-e PER REAR,-IAL ( *I ! ( rtwalae- 7 �u NOTE: CONTRACTOR TO PROVIDE BOULDER, COBBLE AND D.G. ( , t ALE tv SAMPLES TO THE CITY OF PALM DESERT AND THE LANDSCAPE �KID_ �= ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. `ll(f1I #'ROM l i' r 1- = I NOTE: MAXIMUM BOULDER HEIGHT NOT TO EXCEED 30" IN f HEIGHT MEASURED FROM THE TOP OF ASPHALT ELEVATION. ALL.enkt �I Holm:�<E Uw- ARE fc7 ICE ` ( �+ctc:+T rz�L1!!E«I2 +la t NOTE: SHRUBS, GROUNDCOVER, BOULDERS AND MOUNDING _ -- MAXIMUM HEIGHT SHALL NOT EXCEED 30' IN HEIGHT E�l COSSLE MEASURED FROM THE TOP OF ASPHALT ELEVATION. • nc rvor J.�r-c�zs�ar��;t�:v � o_ I F€hlISH &RARE 2, V 5HF�a spa NOT t�4- + . '• � "'1 �I 8. &Riu?]:TO�.iJIT;,?G?ll1!517E aG}IIII111U�I5,6!VE � t`{ ' ; PINT 4�IF13a�3T'�iP.AtsFf�'U.a4TE TJL2Ji}E�ti§GE QF 1 E -ALL GA1,4TiE5 ARP VOIL35. ! s. MI{�lMtfR<i ice`PROl f f f v OF AID To Be II~p' 5WLgESS IN GL1:JE+TER5 ARE To I� 5ET AT VARIED t�I64TS- " I= IA.N 5RAll:7 \G 50 JLD'ER 'FL,�vEMENT ON '-'F_L lAN E3�i� bT�,�-�+� �E T;A 11_ T-OfR OTHC�?S° PPos-18 THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USBR 0SCAfi� RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY �5 W TRp��'A WITHOUT FIRST OBTAINING NOT BE PLANTED OR �NCRAOCHMENT IN CVWD D PERMIT FROM CVWD USBIR EASEMENTS R RIGHT OF WAY NO. 2242 --I v Exp. 10/31/06 rn /�, f /` a DAT WA MANAGEMENTS R 0 Sj, • �Q- z REVJOZD 12 07 06 qrF OF L`Fo��' DEVELO S�C S SUPERVISOR Q 3 W Q BENCH NO. 155 ELEV. 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPROVED : CITY OF PALM DESERT FILE NO. No. REVISIONS APPROVED DATE MARK (NGVD29) TROWBRIDGE CWT CITY OF PALM DESERT, CALIFORNIA SHEET LOCATION ZZ42 DRAWN BY ___ --- -- _ LP- 6 v AND ASSOCIATES SIGNATURE ~ 2.5" BRONZE DISK STAMPED LS 4146 BM 1987 1599 SUPERIOR AVENUE DATE GG PARCEL MAP NO. 24255 QF IN TOP OF CURB. NORTH SIDE OF GERALD FORD . SUITE B-5 CHARLES TROWBRIDGE I �� 0 DRAWING N N COSTA MESA,CA. 92627 CHECK BY MARK GREE WOOD, P.E. DATE GATEWAY INAU3TRIAL MEDIAN DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. PH(949)548-3663 FAX(949)646-7278 3/06/C6 DIRE TOR OF PLMT LEGEND N01 AND DETAW 1 s a0 2.0' E'LY OF B.C.R. LANDSCAPE ARCHITECTURE UC.#2242 CT RCE NO. 57989 EXP. 6/30/08 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XE., t .B.B.M. SHEETS o GENERAL CONDITIONS 8. SHOP DRAWINGS OR PRODUCT DATA AND SAMPLES 1 G. STOPPAGE OF WORK AND ANNULMENT OF CONTRACT 23. AIR POLLUTION 1 . DEFiNITION5 a. Shop drawings, product data, sample, and Similar submittals are not contract a. If the construction of the project be abandoned by the Contractor, or if at any Contractor shall comply with all air ollution control rules, re ulatlons, ordinances documents. The purpose of their submittals is to demonstrate for those p Y p g a. Words used herein in the masculine gender include the feminine and neuter, portions of the work for which submittals are required the way the Contractor time the Owner shall be of the opinion that the performance of the Contract 15 and statutes which apply to any work performed pursuant to the Contract and and vice versa; the singular number Includes the plural, and the plural the Singular. unnecessarily or unreasonably delayed, or that the Contractor is willfully shall not di5char e smoke, dust or an other air contaminants into the The word "person" includes a corporation, association or partnership. proposes to conform to the information given and the design concept expressed violatin an of the conditions or covenants of the Contract, the Owner may g y m the drawings. 9 Y Y atmosphere in such quantity as will violate the regulations of any legally notify the Contractor not to resume or to discontinue, as the case may be, all constituted authority. b. Unless otherwise specifically defined herein, or unless the context requires b. The contractor shall review, approve, and submit such submittals required by the work or any part thereof conterrrplated under the Contract by a written notice a different meaning, all words, abbreviations, symbols, terms and phrases having contract documents with reasonable promptness and In such sequence or to served upon Contractor. The Owner shall charge the expense of such equipment, 24. N015E CONTROL a well known or technical meaning shall be so construed cause no delay in the work. labor and materials, plus ten percent ( 10%) of the cost thereof, for administrative c. Whenever in these specifications, or in any documents or instruments expense against any sums of money due or to become due the Contractor, or Contractor shall comply with all local sound control and noise level regulations and where these specifications govern the following terms are used, the intent c. The landscape Architect's review of such submittals is for the limited purpose of against the, sureties to the extent of their liability. ordinances which apply to any work performed pursuant to the Contract, and shall and meaning thereof shall be as follows: checking for conformance with information given, and the design concept make every effort to control any undue noise resulting from the construction expressed in the contract documents. Review of such submittals is not conducted b. in lieu of the foregoing provisions to suspend the Contract, the owner may pay operation. CONTRACT - Represents the entire and integrated agreement between the for the purpose of determining accuracy and completeness of other duties such the Contractor for the completed portions of the project according to the Owner and the Contractor. The contract documents form the as dimensions and quantities, or for substantiating instructions for installation or provisions of the Contract and may treat the portions remaining uncompleted as 25. PESTICIDES/HERBICIDES Contact for construction performance of equipment or systems, all of which remain the responsibility of the If said portions had never been included or contemplated by the Contract. Contract, Contractor. Contractor shall comply with all rules and regulations of the Department of Food and CONTRACT DOCUMENTS - These specifications,C the drawings, addenda issued 17. TEMPORARY SUSPENSION OF WORK Agriculture, the Department of Health, the Department of Industrial Relations and all prior to execution of the on , and the Contract between the d. The Landscape Architect's review shall not constitute approval of safety other agencies which govern the use of pe5ticide5/herbicide5 required in the owner and the Contractor. precautions or, of an construction means, methods, techniques,ues, se uences or p y q q The Owner may order the Contractor to Suspend the work on the project wholly or performance of the work. CONTRACTOR - The person or entity whose bid is accepted and to whom the procedures. in part for such period of time as may be deemed necessary due to unsuitable Contract is awarded. weather or to such other conditions as may be considered unfavorable for the 2G. DUST CONTROL 9. SUBSURFACE DATA suitable prosecution of the work. Work shall be resumed when conditions are LANDSCAPE ARCHITECT - The professional services firm who prepared the project favorable or when the methods have been corrected, as directed and approved The Contractor shall abate dust nuisance by cleaning, sweeping and sprinkling with Where inve5tigation5 of site conditions have been made including subsurface in writing by the Owner. water, or other means as necessary, and Shall save the owner free and harmless drawings and specif�cat�ons for the Owner. conditions in areas where work is to be, performed under the Contract, such from any claim for loss or damage sustained by others and resulting from irive5tigation5 are made only for the purpose of study and design. All soil and operations on the project site. OWNER - The person or entity identified as such �n the Contract. geological test hole data, water table elevations and agricultural suitability soil 18. LAWS TO BE OBSERVED analyses apply only at the locations of the test and to the depths indicated. 27. UTILITIES WORK - The term work' or project means the construction and services required The Contractor shall be fully informed of all State and National laws and municipal by the Contract Documents and includes providing._all labor, materials, I O. CHANGE ORDERS ordinances or regulations which in any manner affect those engaged or employed When placing concrete around or contiguous to any utility, the Contractor shall equipment transportation, tools, and incidentals_ necessary to complete in the work, or the materials used in the work, or which in any way affect the assume responsibility for c05t5 to furnish and install a cushion of expansion joint the work in a satisfactory manner. a. The owner may at any time prior is acceptance of the work, by written order to conduct of the work, and of all such orders and decrees of bodies or tribunals material, clear opening or sleeve, or by other suitable means shall prevent Contractor and without notice to sureties, increase or decrease the estimated having any jurisdiction or authority over the same. embedment in or bonding with the concrete. quantity of work or material, make alterations, deviations, additions to or omissions from the drawings and specifications, and make changes in the project 2. CONSTRUCTION PROCEDURE as may be deemed necessary or advisable, within the general scope thereof. ! 9. LABOR CONDITIONS 28. PATENTS AND ROYALTIES Contractor shall not be relieved of obligations to perform the work in accordance b. No claim for additional work or material will be allowed unless supported by Contractor shall comply with applicable Federal and State provisions of the labor The Contractor shall absorb in its bid, the patent fees or royalties on any patented with the Contract Documents either by activities or duties of the Owner, landscape written Change Order signed by the Owner and the Contractor stating their Code and Fair Employment Practices. article or process which may be furnished or used in the work. The Contractor Architect, or by tests, inspection5 or approvals required or performed by persons agreement upon all of the following. shall indemnify and hold the Owner harmless from any legal actions that may be other than the Contractor. 20. INDEMNIFICATION brought from infringement of patents. 3. NON-A55IGNABILITY Change in the work Amount of the adjustment in the Contract sum; and a. To the fullest extent permitted by law, the Contractor shall indemnify and hold 29. PAYMENTS Neither the Contract that may be awarded, nor any of the moneys that may become Extent of the adjustment in the Contract time, if any harmless the Owner, Landscape Architect, Landscape Architect's consultants, due to the Contractor under such Contract, may be a551gned by said Contractor and agents and employees of any of them from and against claims, damage5,- a. The Contract sum 15 stated in the Contract and, including authorized adjustments, without the written consent of the Owner. 1 1 . CONTROL OF MATERIALS losses and expenses, including but not limited to attorneys' fees, ari-sing out of 15 the total amount payable by the Owner to the Contractor for performance of or resulting from performance of the work, provided that such claim, damage, the work under the Contract documents. 4. SERVICE OF NOTICE a. Materials, parts and equipment to be furnished by the Contractor shall be new, loss or expense 15 attributable to bodily injury, sickness, disease or death, or unless otherw15e specified in these specifications or noted on the drawings. to injury to or destruction of tangible property (other than work itself) b. Before the first application for payment, the Contractor shall submit to the The delivery or mailing of any notice, instruction, claim or protest, or other written The materials shall be manufactured, handled, and used in a workmanlike manner. including loss of use resulting therefrom, but only to the extent caused In whole Owner a schedule of values allocated to various portions of the Work, prepared communications, personally to the Contractor or to the Owner, shall constitute or in part by negligent acts or omissions of the Contractor, a subcontractor, in such form and supported by such data to substantiate Its accuracy as the service thereof upon the Contractor, or the owner, respectively.. b. All materials shall be 51-IbJect to rigid inspection and if, in the opinion of the owner anyone directly or indirectly employed by them or anyone for whose acts they Owner may require. This schedule, unless objected to by the Owner shall be the same do not comply with the contract documents, said materials shall be may be liable, regardless of whether or not such claim, damage, loss or expense used as a basis for reviewing the Contractor's applications for payment. 5. SUBCONTRACTS rejected and immediately removed from the premises at the expense of the 15 caused in part by a party indemnified hereunder. Such obligation shall not be Contractor. construed to negate, abridge, or reduce other rights or obligations of indemnity a. Contractor shall set forth in the bid the name and the location of each which would otherwise exist as to a party or person described in this Section. DRAINAGE subcontractor who will perform work or labor or render service to the Contractor c. Manufacturers warranties, guarantees, instructions sheets and parts lists, which in or about the construction of the work. are furnished with certain articles or materials incorporated in the work, shall be b. In claims against any person or entity indemnified under this Section by an A. GENERAL delivered to the Owner prior to acceptance of the work. employee of the Contractor, a subcontractor, anyone directly or indirectly b. Contractor must have the written consent of the Owner to substitute a employed by them or anyone for whose acts they may be liable, the I . Contractor shall provide all labor, materials, and equipment to furnish and install subcontractor other than that designated in the bid. 12. AND TESTS SAMPLES indemnification obligation under this section shall not be limited by a limitation drainage systems as indicated on the drawings and as specified herein. The Contractor shall furnish such samples of all materials as requested by the Owner on amount or type of damages, compensation or benefits payable by, or for G. BONDS AND INSURANCE without charge. Labor and equipment necessary for the furnishing of such Samples the Contractor or a subcontractor, under worker's compensation acts, 2. Contractor shall maintain the project site throughout the progress of the work in shall be the responsibility of the Contractor. disability benefit acts or other employee benefit acts. a reasonable, dry, workable condition, free of surface water. a. Before execution of the Contract with the Owner, the Contractor Shall file with the Owner surety bonds and applicable public liability and property damage 13. SUBSTITUTION OR EQUIVALENTS c. The obligations of the Contractor under this section shall not extend to the 3. Contractor shall be responsible for all cutting and patching of new or existing insurance satisfactory to the owner in the amounts and for the purposes specified liability of the Landscape Architect, the Landscape Architect's consultants, walks, curbs and pavements required for proper installation of drainage systems. in the Contract. Bonds shall be duly executed by a re5pon51ble corporate surety, a. For convenience in designation on the drawings or in the specifications, certain and agents and employees of any of them arising out of (I ) the preparation authorized to issue such bonds in the applicable State of the project and secured articles or materials to be Incorporated in the work may be designated under a or approval of maps, drawings, opinions, reports, surveys, change orders, 4. Trench bottom shall be graded and prepared to provide a firm and uniform through an authorized agent. Contractor shall pay all bond premiums, costs and trade name or the name of a manufacturer and catalogue number. Subject to de5ign5 or specifications, or (2) the giving of or the failure to give directions bearing surface throughout entire length of pipe. incidentals. approval by the Owner or Landscape Architect, an alternative article or material or instructions by the Landscape Architect, the Landscape Architect's b. Changes in the work, or extensions of time, made pursuant to the Contract, may be utilized.City of Palm Desert to approve any changes to the final approved consultants, and agents and employees of any of them provided such giving or 5. In order to make any necessary adjustments, connections that are to be made to shall in no way release the Contractor or surety from their obligations. Landscape Plan. failure to give 15 the primary cause of the injury or damage. an existing pipe, catch basin or other appurtenances shall be exposed and Inspected before laying new pipe. b. The burden of proof as to the quality and suitability of alternatives shall be upon 21 . SAFETY OF PERSONS AND PROPERTY 7. DRAWINGS AND SPECIFICATIONS the Contractor. B. HORIZONTAL 5UBDRAIN5 a. The contractor shall keep at the project site a copy of the drawings and a. The Contractor shall be responsible for initiating, maintaining and supervising all specifications. In the event a discrepancy exists between figures andlor 14. CERTIFICATES OF COMPLIANCE safety precautions and programs in connection with the performance of the 1 . Catch basins shall be as indicated and installed as detailed on the drawings. drawings, the discrepancy shall be immediately submitted to the Owner for _ Contract. When requested, Contractor shall furnish the Owner with a Certificate of 2. Pipe shall be as indicated on the drawn s and laid and jointed in accordance with clarification. Any adjustment made by the Contractor without obtaining such q � p g clarification from the owner shall e, at the Contractor's risk and expense and Compliance stating that the material substantially meets the specifications. b. The Contractor shall take reasonable precautions for safety of, and shall provide generally accepted practice and to line and grade as designated on the drawing5, clarification subject t r removal if Said adjustment does not meet the approval s the Owner, reasonable protection to prevent damage, injury or loss to: employees on the with ends of pipe placed flush with the inside face of the catch basin. 15. SUFFICIENCY OF TIME work and other persons who may be affected thereby; the work and materials b. The Contract documents, as defined herein, are intended to be read together to and equipment to be incorporated therein, whether in Storage on or off the site, 3. Interior of pipe shall be thoroughly cleaned of all foreign matter prior to, during, describe a complete and finished piece of work, including all labor, materials and should the Contractor be obstructed or delayed in the prosecution or completion under care, custody or control of the Contractor or the Contractor's and after installation in the trench. equipment necessary for the proper execution of the project. Anything in the of the project by the act, neglect, delay or default of the Owner, or as a result subcontractors; and other property at the site or adjacent thereto, such as specifications and not on the drawings, or on the drawings and not in the of strikes, fire, flood, lighting, storms or earthquakes, or by unavoidable calamity, trees, shrubs, lawns, walks, pavements, roadways, structures and UtIlltle5 not 4. Invert of curb drams shall be located a minimum of one inch (I ") above the gutter specifications, shall be as though shown or mentioned in both or other unforeseen causes that in the opinion of the Owner, are beyond the designated for removal, relocation or replacement in the course of construction, flow. line. Drain pipe shall have a minimum clearance of two inches (2") from top control of the Contractor, then the owner may consider an extension of time for of curb and terminate at least one inch (I ") back of curb face. the completion of the project. c. The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations and lawful orders of public authorities bearing on safety of C. BACKFiLL persons or property or their protection from damage, injury or 1055. THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT I . Backfill material shall be free from large clods, stones, and other objectionable ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE d. The Contractor shall so conduct operations as to offer the least possible materials, exceeding three inches (3") in diameter. LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD Obstruction and inconvenience to the public. The Contractor shall have under STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USBR construction no greater amount of work than can be performed properly with due �p,NDSCgPF RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY regard to the rights of the public. �S W TRo .p WITHOUT FIRST OBTAINING ANOT BE PLANTED OR N INSTALLED IN CVWD D USBR EASEMENTS R RIGHT OF WAY NCRAOCHMENT PERMIT FROM CVWD. 'Y 22. PROJECT SITE MAINTENANCE C� r� No. 2242 Cn a. Throughout all phases of construction, and until acceptance of the work, the -� c-) Exp. 10 31/ 8 m / Q Contractor shall keep the project site-clean and free from rubbish and debris. - - C27I * * DATE WA MANAGEMENT SUP b. Costs incurred due to cleanup operations shall be as included in the prices bid for 2 z the various items of work and no separate payment will be made • therefor. q� SECE SUPERVISOR 11-20-08 OF DEVE a 3 w Q c9 BENCH NO. 155 ELEV. 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPRO 8 : CITY OF PAL DESERT - f1tE N0. SHEET Q NO. REVISIONS APPROVED DATE MARK (NGVD29) TROWBRIDGE CWT CITY OF PALM DESERT, CALIFO NIA 2242 DRAWN BY --_---- LS- I c� LOCATION AND ASSOCIATES SIGNATURE PARCEL MAP NO. 24255 OF 2.5' BRONZE DISK STAMPED LS 4146 BM 1987 1599 SUPERIOR AVENUE CHARLES TROWBRIDGE -----DATEGG �( p�ryy��� DRAWING NO. N • SUITE B-5 GATMAY MIU MAL WMIAN 2 2 °0 IN TOP OF CURB. NORTH SIDE OF GERALD FORD COSTA MESA,CA.92627 CHECK BY MAR GREEN OOD, P.E. DATE I DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. PH (949)548-3663 FAX(949)64b 7278 3/06/06 DIRECTOR OFWiXalraa 20 2.0' VLY OF B.C.R. LANDSCAPE ARCHITECTURE LIC.#2242 CT RCE NO. 57989 EXP. 6/30/08 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XE., S.8.B.M. -_ SHEETS O __ L-=18276A G. GALVANIZED PIPE IRRIGATION SYSTEM -AUTOMATIC 1 . Galvanized steel pipe, where Indicated on the drawings, shall be ASA 0. CONTROLLERS AND WIRING 9. Rubber Ring Seal Joint: T. MATERIALS TO BE FURNISHED Schedule 40 mild steel screwed pipe. Fittings shall be medium galvanized a. Use factory-made male end or prepare field-cut male end to exact 1 . Contractor shall furnish the Owner the followingmaterials at the end of A. GENERAL screwed beaded malleable Iron. I . Controller shall be of the type and manufacturer as indicated in the specifications of factory-made end. Irrigation Legend on the drawings, or approved equal. Contractor shall construction, prior to the Post-Installation Maintenance Period: I . Contractor shall provide all labor, materials, and equipment necessa 2. All alvanized pipe and fittings installed below grade shall be painted install controller as indicated in the details on the drawings and in b. Careful) clean bell or coupling and insert rubber ring without lubricant. p � g p p g g p accordance with manufacturer's recommendations. y p g g • Two (2) sets of special tools required for removing, disassembling and to furnish and install the irrigation system as indicated on the drawings with two (2) coats of Koppers #50 Bitumastic, or approved equal. Pipes Position ring carefully according to manufacturers recommendations. adjusting each type of sprinkler and valve supplied on the project. and as specified herein. may be wrapped with an approved asphaltic tape. 2. Connections between the controller and the remote control valves Two (2) five foot (5') valve keys for operating isolation valves. c. Lubricate male end according to manufacturers recommendations and Two (2) s for each controller. shall be made with direct burial solid copper wire. Control wire shall be keys 2. Coordinate the installation of all irrigation materials with the #14 AWG, Type U.F., GOO volt. Common wire shall be #12 AWG. Wire insert male end to specified depth. Use hands only when inserting PVC One (1) quick coupler key and matching hose swivels for each quick construction of site amenities and planting. - pipe• coupler valve installed. H. UVR-PVC PIPE shall be PVC insulated of single conductor type, underground feeder cou p cable, U.L. approved. d. Thrust blocks shall be provided where to resist system One (I) set each approved as-built and record drawings. 3. Ali work on the irrigation system, Including hydrostatic, necessa p �` y I . UVR-PVC e, where indicated on the drawings, shall be ultra-violet Two (2) sets each approved controller charts. coverage, and operational tests and the backfilling and pipe, g pressure on ring-tite pipe and fittings. Blocks shall be concrete and the resistant, Schedule 40 PVC pipe. Fittings shall be UVR-PVC fittings. 3. As practical, pilot wires shall be a different color for each valve. compaction of trenches shall be performed before size shall be based on an average soil safe bearing load of 1000 pounds U. AS-BUILT AND RECORD DRAWINGS planting operations. Common wires shall be white with a different color stripe for each per square foot. • automatic controller. I . Contractor shall maintain and keep up to date one (I) set of bluelines 4. Drawings are diagrammatic and shall be adjusted as necessary to e. Form thrust blocks in such a manner that concrete comes in contact I . Co the Contractor shall location of e or features of the project and 4. Wire shall be buried a minimum of eighteen inches (18) in depth and g p conform to actual field conditions. Costs Incurred due to any adjustment only with the fittings. Thrust blocks shall be between solid soil and the Indicator than es that may occur Burin Installation. for coverage, including those requested by the Owner relative to the whenever possible shall occupy the same trench as the mainline; bundled fitting. g g Y g location of irrigation heads as shown on the drawin s shall be the and secured to Irrigation pipelines at ten foot (10') intervals with plastic g g electrical tape, providing sufficient slack for expansion and contraction. 2. Prior to acceptance of the work Contractor shall furnish the Owner responsibility of the Contractor. p p g p 1 O. Irrigation fines and control wiring shall be Installed under paving in with one (I ) set of reproducible transparencies as the Record Set separate PVC Schedule 40 sleeves. Sleeves shall be Installed with the showing the as-built data, of a quality satisfactory to the Owner. Transfer 5. Point of connection (P.O.C.) and operating pressure (P.S.I.) shall be as coverage depths as specified herein. as-build data in ink (no ball point pen) and eradicate outdated items. indicated on the drawings. Contractor shall verify the location and size of water source, PSI, and electrical supply prior to commencing installation. I. BACKFLOW PREVENTION UNIT 1 I . Piping under existing pavement may be installed by Jacking, boring or 3. Dimension from two (2) permanent points of reference (buildings, In case of discrepancy, Contractor shall immediate) notify the Owner. G. Provide a separate ground wire for each controller. hydraulic driving, except that no hydraulic driving will be permitted under p p g p Y� Y Y Y g° p Y g p monuments, sidewalks, curbs, pavement) the location of the following I . Per C.V.W.D. asphaltic concrete pavement. Where cutting or breaking of existing 7. An expansion curl shall be provided within three feet (3') of each were pavement is necessary, obtain permission from the Owner before cutting Items: J. VALVE BOXES connection and change of direction, and at least every 100 feet of wire or breaking pavement and then make all necessary repairs and B. QUALITY ASSURANCE length on longer runs. replacements to the satisfaction of the Owner, and at no additional cost Point of connection to existing water Imes. • Point of connection to existing electrical power. I . Ballvalves and remote control valves, except for ants-siphon valves, to the Owner. Irrigation valves. I . All local and state laws, rules and regulations governing or relating to shall installed below grade as indicated in the details on the drawings, 8. All splices shall be. made with Scotch-Lok#3576 Connector Sealing Packs, Rain Bird Pen-Tate, Sears DS-400 wire connectors, 3M DBY wire Routing of irrigation pressure lines (dimensions, maximum 1 00' along any portion of the irrigation system are hereby incorporated into and made in lockable valve boxes manufactured by Brooks, Fraser, Ametek, or 12. All lines shall have a minimum horizontal clearance of six inches(6 ) route). a part of these specifications. However, if these specifications call for or approved equal. sealing packs, or approved equal. Use one (1) splice per connector from each other and from lines of other trades. Parallel lines shall not be describe materials, workmanshi or construction of a better quality, higher sealing pack. Wire splices shall be located in pull boxes set one inch (I") Remote control valves. p q y, g installed directly over one another. coupling Quick cou valves. standard or larger size than is required by the above rules, regulations or 2. Valve boxes and lids shall be tan in color to match decomposed above finish grade. p g requirements, these specifications and the drawings shall take granite. Gate valves shall be identified by stamping "GV" on the valve box 13. Provide the following minimum coverage (where lines occur under Other related equipment as requested by the Owner. Precedence. cover. Remote control valves shall be identified by stamping "RCV" and 9. Field splices between the controller and remote control valves will not paved areas, these coverage depths shall be considered below subgrade): 4. Contractor shall submit As-built/Record Drawings to Owner for review station number on the valve box cover. be permitted. 2. In the event any equipment or methods indicated on the drawings or _ Pressure mainline 24" prior to completing Controller Charts. •specified herein conflict with applicable regulations, Contractor shall 3. Valve boxes shall be set one inch (1") above finish grade, with valves 10. Install a spare control wire of a different color along entire mainline. Non-pressure lateral lines 1 2" V. CONTROLLER CHARTS immediately notify the Owner or Landscape Architect in writing prior to set at sufficient depth to provide appropriate clearance between the Loop thirty-six inches (30) excess wire into each single box and into one Control wiring 24" installation. In case of discrepancy, Contractor shall immediately notify the cover and valve. valve box in each group of valves. I . Contractor shall provide two (2) controller charts for each controller Owner. R. ADJUSTING AND TESTING THE SYSTEM supplied. The controller charts shall show the area controlled and shall be the maximum size which the controller door will allow. The controller 3. Due to the scale of the drawings, it is not Possible to indicate all P. IRRIGATION HEADS 1 . Contractor shall furnish all equipment, materials and labor to conduct charts shall be a photographic print with a different color indicating the 9 p pipeline Pressure tests coverage tests and operational tests. All tests Offsets, fittings, sleeves, and related other equipment, which ma be p p p g p area of coverage for each station. When completed and approved, the gy I . Irrigation heads shall be of the manufacturer, size, type, and rate of shall be made in the presence of the Owner prior to planting operations. controller charts shall be hermetically sealed between two (2) pieces of required. Contractor shall carefully investigate the structural and finished K. ISOLATION VALVES Trenches shall not be backfilled until the pipeline pressure tests have been conditions affecting the work and Install a complete Irrigation system within precipitation with the diameter (or radius) of throw, pressure, and p p p transparent plastic, each being a minimum of twenty (20) mils thick and discharge as specified in the Irrigation Legend on the drawings, or performed to the satisfaction of the Owner. submitted to the Planning Department (City of Palm Desert). the intent of the drawings and specifications. I . Isolation valves (ball) shall be as indicated in the Irrigation Legend on approved equal, and installed as indicated in the details on the drawings the drawings, or approved equal. Contractor shall install isolation valves and in accordance with manufacturer's recommendations. 2. After completion of pipeline assembly, prior to installation of terminal W. OPERATION AND MAINTENANCE MANUALS 4. Manufacturers warranties shall not relieve the Contractor of liability as indicated in the details on the drawings and in accordance with fittings, including but not limited to remote control valves and quick under the provisions for guarantees. manufacturer's recommendation. 2. Riser units shall be oriented perpendicular to the finish grade with coupler valves, entire system shall be thorou hl flushed to remove dirt, 1 . Prepare and deliver four (4) individually bound copies of the Operation p Y 9 Y nipples of the same size as the riser opening in the Irrigation head. scale or other deleterious material. and Maintenance Manual to the Owner at least ten (10) calendar days 2. The operating unit shall be line-sized and have any arrow cast in the prior to acceptance of the work. The Manual shall include descriptive metal indicating the direction of opening. Valve shall conform to American 3. With open ends capped, prior to installing valves, test pressure supply I material of equipment installed and shall be in sufficient detail for Water Works Standards. 3. Spacing of heads shall not exceed the maximum shown on the drawings p pp p g p ppY maintenance Personnel to understand, operate and maintain all equipment. C. MATERIALS LIST and in no case exceed the maximum spacing recommended by the lines for six (6) hours at 125 P51, notify city prior to depressurizing. p t manufacturer. Center load PVC pipe with a small amount of backfill to prevent arching and Each complete, bound manual shall include the following: I . Within fifteen (1 5) calendar days after award of Contract and prior to 3. Isolation valves shall be designed to permit dismantling to replace whipping under pressure. installation, the Contractor shall submit to the Owner a list of materials sealing components without removal of the valve body from the pipeline. Q. INSTALLATION Index sheets stating Contractor's address and telephone number, list of including the manufacturer, description, model number and installation data. 4. Contractor shall be responsible for correcting any portions of the work equipment with names and addresses of local manufacturers 4. Isolation valves shall be installed with operating nuts. 1 . Pipe shall be cut square and the ends reamed out to the full inside twenty four (24) hours in advance for the following inspections; representatives. 2. Equipment or materials installed or furnished without prior acceptance diameter of the pipe and thoroughly cleaned of dirt, dust and moisture Catalog and parts sheets on all material and equipment installed. may be rejected and such materials removed from the site at the before installation. system layout Guarantee statement. Contractor's expense. L. QUICK COUPLING VALVES pressure pipeline tests Complete operating and maintenance instructions. 2. PVC pipe shall be. protected from tool damage during assembly. coverage tests 1 . Quick coupling valves shall be as indicated in the Irrigation Legend on Plastic pipe which has been nicked, scarred or damaged shall be removed operational tests (prior to commencing planting operations) X. GUARANTEE D. PRODUCT DELIVERY, STORAGE AND HANDLING the drawings, or approved equal. Contractor shall install quick coupler and replaced at the Contractor's expense. valves as indicated in the details on the drawings and in accordance with 5. Coverage test shall demonstrate that each station area is balanced to 1 . Contractor shall guarantee all materials and equipment for one (I) year manufacturer's recommendations, with a molded vinyl or thermoplastic 3. PVC solvent-weld Joints shall be made in accordance with ASTM provide uniform and adequate coverage. from the date of acceptance of the work. Should any trouble develop I . Contractor shall exercise care in handling, loading, unloading and rubber locking yellow cover. Coupler keys and hose ells shall be of the D-2855. Pipe shall not be exposed to water for twenty-four (24) hours within the time specified due to inferior or faulty materials or workmanship, storing of irrigation materials and equipment. same manufacturer as the valve. after solvent-weld Joints are completed. G. Operational test shall demonstrate the performance and operation of the Contractor shall be responsible for costs incurred due to repair and all components of the controller system. Remote control valves shall be replacement. 4. Trenches shall be of open vertical construction to appropriate depths properly balanced, heads adjusted for coverage and system shall be E. PLASTIC PiPE M. ANTI-DRAIN VALVES as indicated on the drawings and specified herein. PVC pipe shall be laid workable, clean and efficient. 2. Sample Guarantee to be provided to Owner: on native grade or certified compacted subgrade, free of rocks or p g y p GUARANTEE FOR IRRIGATION SYSTEM I . Plastic pipe, where indicated on the drawings, shall be injection I .May or may not be needed depending on field conditions. Whereon objects and snaked from side to side in the trench to allow 7. Contractor shall be responsible for correcting an portions of the work molded; rigid; unplastiazed polyvinyl chloride (PVC); NSF approved; of indicated on the drawings, and as needed for field conditions, anti-dram for expansion and contraction. that are not properly installed and retested until installation has been high tensile strength, chemical resistant and impact strength; and valves shall be as indicated in the Irrigation Legend on the drawings, or accepted by the Owner. We hereby.defects in that the Irrigation system furnished and installed Is depending on class and rade, conform to ASTM 2241 or ASTM approved equal. Anti-drain valves shall be line-sized and installed on the 5. Teflon tape shall be used on all threaded PVC to PVC and on all free from defects in materials and workmanship and the work has been p g c p 8. ALL LANDSCAPE IN5PECTION5 SHALL BE IN ACCORDANCE coin leted in accordance with the contract documents, ordina wear and D-1 785. riser directly under the irrigation heads in accordance with manufacturer's threaded PVC to metal Joints. WITH THE CITY OF PALM DESERT REQUIRED INSPECTION p recommendations. tear and unusual abuse, or neglect excepted. We agree to repair or g p cou ling shall be threaded PVC Schedule 80 conforming G. Brass pipe and fittings shall be assembled using Teflon dope, applied 2. fittings and s SCHEDULE. replace any defects in material or workmanship which may develop during to ASTM D-2464; or slip-fitting, tapered socket, solvent-weld type, PVC N. REMOTE CONTROL VALVES to the male thread the period of one (I) year from date of acceptance and also to repair or only. replace any damage resulting from the repairing or replacing of such Schedule 40 conforming to ASTM D-24GG or PVC Schedule 80 S. BACKFILLING ' conforming to ASTM D-2467. 1 . Remote control valves shall be solenoid activated, of the type, 7. Galvanized pipe threads shall be cut with clean, sharp dies, conforming defects at no additional cost to the Owner. We shall make such repairs or manufacturer and size as indicated in the Irrigation Legend on the to American Standards Association Specification. Male pipe threads shall I . Backfill material shall be free from large clods, stones, and other replacements within a reasonable time after receipt of written notice from 3. Solvent cement and rimer for ri id PVC solvent-weld pipe and fittings the Owner. We authorize the Owner to proceed to have said repairs or p g p C' 9 drawings, or approved equal. Contractor shall Install remote control be coated with anon-toxic, non-hardening, non-corrosive Joint compound. objectionable materials, exceeding three inches (3") in diameter. replacements made at our expense and we will pay the costs and charges shall be of commercial quality, IAPMO approved, conforming to ASTM valves as indicated in the details on the drawings and in accordance with therefore upon demand. D-2564. manufacturer's recommendations. 8. Galvanized pipe or ultra-violet resistant (UVR,) PVC installed on grade 2. Trenches located under areas where paving or concrete will be shall be anchored at intervals not to exceed ten feet (10'), with #4 rebar, installed shall be backfilled with a six inch (0) layer of sand below the pipe PROJECT: with a "J" hooked radius. and three inches (3") above the pipe, and compacted in accordance with the requirements. of detail B TRENCHING Sheet LI-2. LOCATION: Signed: Contractor Address: THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WiTH THE LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USBR \,Nt0SCA� RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY O W. T NOT BE PLANTED OR INSTALLED IN CVWD AND USER EASEMENTS OR RIGHT OF WAY 5 R0 �'A�, WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. 2Q No. 2242 J Exp. 10/31/ 8 rrrn a _a _ 07 < * * f y4TE WATER MANAGEM SUP SOR REVISED 11-20-06 s9T� O ,FO��� DEVE P ENT SERVICES SUPERVISOR Q F CAI- 3 _ a< CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPROVE : CITY OF PAL DESERT FILE NO. SHEET NO. REVISIONS APPROVED DATE BENCH No. 155 ELEV. GVD25 CITY OF PALM DESERT, CALIFORNIA Q MARK (NGVD29) TROWBRIDGE CWT � LOCATION AND ASSOCIATES SIGNATURE 2242 LS- 2 DRAWN BY PARCEL MAP NO. 24255 OF 1599 SUPERIOR AVENUE DA GG - --- - I N N 2.5 BRONZE DISK STAMPED LS 4146 BM 1987 'till CHARLES TROWBRIDGE 4 1� GATEIIAY INDUSTRIAL l[EDIAN 22 (0? IN TOP OF CURB. NORTH SIDE OF GERALD FORD SUITE B-5 ap COSTA MESA,CA.92627 CHECK BY MARK GREE OOD, P.E. GATE I DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. PH(949)548-3663 FAX(949)646-7278 3/06/06 IRE TOR OF �1 2.0' E'LY OF B.C.R. LANDSCAPE ARCHITECTURE LIC.#2242 CT RCE NO. 57989 EXP. 6/30/08 PUBLIC WORKS I A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XE., S.B.B.M. SHEETS c 1 -1 R?77A GENERAL PLANTING D. AMENDMENTS K. TREE STAKING A. GENERAL 1 . Nitrogen stabilized organic amendment shal nil or processed I . Contractor shall provide all labor, materials and e ul ment for the wood product derived from wood of red dar, treated with a Trees may be staked at time of planting only of needed as indicated in p q p non-toxic agent to absorb water u content, based on dry the details on the drawings. *80 pounds per acre In summer, 120 pounds per acre in A. THE LANDSCAPE CONTRACTOR SHALL BE LICENSED AND POSSESS ALL installation of plant material as indicated on the drawings and as specified **In turf areas where soil Is prepared with Gro-Power 400 LEGAL DOCUMENTATION OF THE STATE, COUNTY AND LOCAL weight, shall be 0.5% for red o for fir and cedar. Iron ounds/acre. GOVERNMENTS. herein: content, based on dry 0. 1%. Pine sawdust is not L. GUARANTEE p acceptable. B. THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH THE LOCAL 2. Contractor shall coordinate planting with other site improvements. I . Contractor shall guarantee plant material through on (I} fuil year after 4. Seed mixture shall be as indicate CONDITIONS AND SUCCESSFUL STANDARD PRACTICES APPLICABLE TO Unless otherwise specified, structural improvements shall be installed prior 2. Wh ontractor shall furnish the Owner with a delivery the date of acceptance of the work. THE SOIL TYPE OR TYPES WITHIN THE PROJECT BOUNDARIES. ALL to planting operations. 5. Water shall be fresh, p excess chlorine and salts. OPERATIONS AND MATERIALS SHALL BE SUBJECT TO LOCAL, STATE rec ificate of Compliance stating that the material substantially meet specifications. 2. Replacement plant material shall be of the same species, variety, *size Q AND FEDERAL LAWS AND REGULATIONS. 3. Contractor shall be responsible for contacting Dig Alert to locate and as originally planted and shall be guaranteed for one (1) full year from the G. Fiber shall ee mulch of wood cellulose containing no I . THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR stake existing sewer, water and utility lines above or below grade that E. TOPSOIL date of re-planting. germinat sting factors. Fiber shall contain a harmless, ANALYTICAL SOILS SAMPLING, TESTING AND REMEDIAL might be damaged as a result of planting operations. Contractor shall to assume sole responsibility for any cost incurred due to damage and for 3. Cost incurred due to replacement of dead or d in plant material shall RECOMMENDATIONS. replacement of aforementioned utilities. I . Topsoil shall consist of natrual soil, and shall contain an amount of p Y 9 p (a) LANDSCAPE CONTRACTOR SHALL SUPPLY AGRICULTURAL SUITABILITY p organic matter normal to the area. it shall be reasonably free from weeds, be the responsibility of the Contractor. ALLATION 501L ANALYSIS, REPORT AND RECOMMENDATIONS TO OWNER AND TO refuse, roots, heavy or stiff clay, stones larger than one inch (I") in LANDSCAPE"ARCHITECT PRIOR TO ANY LANDSCAPE WORK. (SEE. 4. All work on the irrigation system, including hydrostatic, coverage, and PLANTING - SODDED TURF LANDSCAPE SPECIFICATIONS). operational tests, and the backfillmg and compaction of trenches shall be diameter, sticks, brush, litter and other deleterious substances. Topsoil I . Mixing shall be performed In a tank, with a built-in continuo station performed prior to planting operations. may be obtained from the site if approved by the Owner. and re-circulation system, of sufficient operating capacit a (b) SAMPLES SHALL BE TAKEN IN THE FIELD BY A QUALIFIED SOILS p p p 9 p A. GENERAL homogeneous slurry and a discharge system which ry to TECHNICIAN OR OTHER APPROVED INDIVIDUAL 5. Sam les of fertilizers, soil conditioners, seed, or other materials shall 2. When required, imported topsoil shall be subject to inspection and the designated areas at a continuous and um (c) ANALYTICAL SOILS TESTING SHALL BE PERFORMED BY AN APPROVED p testing at the source of supply prior to delivery to the project. This section Is supplemental to the General Planting Se e SOILS LAB. TESTS SHALL INCLUDE A FERTILITY ANALY515 WITH WRITTEN be submitted to Owner forty-eight (48) hours prior to incorporation in the applicable, planting shall be In accordance with co work. 2. The slurry preparation shall t oject site and shall RECOMMENDATIONS PERTAINING TO NATIVE SOIL, IMPORTED TOPSOIL begin by adding water to t ngine is at halt throttle. AND BACKFILL MIX. G. An agricultural suitability and fertility analysis soils report shall take F. MATERIAL DELIVERY AND INSPECTION B. PLANT MATERIAL QUALITY When the water level eight of the agitator shaft, good (d) THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMEDIAL recirculation shall and at this time the seed shall be added. AMENDMENTS AND FERTILIZERS IN QUANTITY AND QUALITY INCLUDING precedence over these specifications. I . Plant material shall be delivered with legible identification labels, 1 . Sod shall be grown fr u pagative material, free from Fertlll2at[O ed followed by the wood cellulose fiber, when INCORPORATION TECHNIQUES AS SPECIFIED IN REPORT. handled and stored adequately to maintain a healthy condition, protecting weeds diseases, an t® be in accordance with the the t -third (1/3) filled with water Spraying shall (e) THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULFILLING THE B. PLANT MATERIAL QUALITY them from drying out, windburn or any other injury. standards for scry inspection of the applicable State of lately when the tank is full. RECOMMENDATIONS PRIOR TO PLANTING. the pro M IN THE CASE THAT INCONSISTENCIES SHOULD EX15T BETWEEN I . Plant material, shall be in accordance with the State Department of 2. Inspection of plant materials required by City, County, State or ntractor shall spray designated areas with the slurry In a sweeping LANDSCAPE PLANS, LANDSCAPE SPECIFICATIONS AND/OR SOILS Agriculture's regulations for nursery inspections, rules and grading. All Federal authorities shall be the responsibility of the Contractor. When e machine cut at a uniform thickness of five-eighths of an motion, in an arched stream, until a uniform coat is achieved an e REPORT AND ITS ENSUING RECOMMENDATION, THE LANDSCAPE plants shall be of No. I Grade and have a normal habit of growth, and shall requested, Contractor shall furnish copies of such permits or certificates I (excluding top growth and thatch). Individual pieces shall be cut material is spread at the required rate per acre. ARCHITECT SHALL BE NOTIFIED PRIOR TO ANY FURTHER SOIL be sound, health vigorous and free of insect infestations, plant diseases, to Owner. t e supplier's standard width and length with an allowable deviation of Y� 9 p PREPARATION WORK. sun scalds, fresh bark abrasions or other objectionable disfigurements. All two percent (2%). Broken rolls or uneven ends will not be acceptable. 4. A slurry mixture which has not been apple urs after C. DRAINAGE SHALL BE PROVIDED FOR PROPER AERATION OF THE ROOT plants shall have a normal, well-developed branch system and vigorous and G. SOIL PREPARATION (TURF AND GROUND COVER AREAS) mixing shall be rejected and replaced at xpense. ZONE OF ALL PLANTS AT THEIR MATURITY. THE CONTRACTOR SHALL fibrous roots stem which is not root bound and is free of kinked or 3. Sod shall be harvested, delivered and installed within a four Y (24) hour period. PROVIDE EXPERTISE TO INSURE PROPER DRAINAGE FOR ALL PLANTS girdling roots. PLANT SHALL BE TRUE TO NAME. I . Fertilizing and conditioning materials shall be as specified in the project p 5. Slopes shall be hydrose a atement operations and PRIOR TO PLANTING. agricultural suitability report. planting of trees and s (a) METHODS MAY INCLUDE, BUT ARE NOT LIMITED TO.RIPPING AND/OR 2. Nursery growth stock shall be selected from high quality, well-shaped 4. Contractor shall furnish the Owner wit and a DRILLING THROUGH IMPERVIOUS STRATA. OTHER METHODS OF stock, Town under climatic conditions similar to those In the project 2. If an agricultural suitability re o actable, the following Certificate of Compliance stating th tantlaNy meets the G. Costs I or replacement of bare, sparse or damaged g p j g y p g s eafications. STANDARD PRACTICE UTILIZED WITHIN THE LOCAL AREA ARE SUBJECT locale. Minimum acceptable size of plants as indicated in the drawings amendments, or approved e e mechanically spread and uniformly p areas nslbility of the Contractor. TO APPROVAL. shall correspond with that normally expected for the species and variety cultivated into the up p s (G") per 1 ,000 square feet of soil by C. INSTALLATION of commercially available nursery stock. suitable equipmen at approximately right angles in at least two E. TREE5 (2) directio STALLATION MAINTENANCE PERIOD I . Prep e'weed abatement operations in accordance I . If required or at the direction of the Owner, trees planted as art of 3. All trees shall meet or exceed all American Nursery standards. q p p wi ting Section. Rake, cultivate, float and roll until areas A. GENERAL the Contract shall not be pruned or headed back. ' 4. Oversize plants may be used if not root bound, but shall not increase 3. Resulting soil shall be clean, in a friable condition and suitable for are in a smooth and uniform condition. the Contract price. planting. I . Contractor shall provide all labor, materials and equipment to perform 2. Staking of trees shall be checked frequently for damage, and to 2. inlsh grade for turf areas shall be one Inch (I") below the finish work during the Post-Installation Maintenance Period, as specified herein, prevent chaffing or girdling. Costs Incurred due to damage or 5 surface of walks, curbs, or related hardscape. including but not limited to; adequate watering of plant material, replacing replacement due to improper staking materials shall be the responsibility unsuitable plant material and controlling weeds, rodents and other pests. of the Contractor. 3. Prior to sodding, soil shall be moist to a minimum de rich H. WEED ABATEMENT OPERATIONS (I")- 2. Contractor shall maintain the project on a continuous basis from the 3. At If inch (I G. Types and saes of plant materials shall be as indicated on-the first day after planting is completed, until acceptance of the work. V2") in drawings. Quantities shown are a guide only; Contractor shall verify I . The irrigation system and finish grade shall be completed prior to 4• Prior to installation, area to be so ulfate of ammonia quantities by plan check. weed abatement operations. at the rate of one ()) pound per 3. Costs incurred due to damage or replacement during Post-Installation 4. Dead or dying trees shall be immediately replaced at the Contractor's Maintenance Period shall be the responsibility of the Contractor. expense with material of the same species and size and guaranteed as 7. The Owner reserves the right to refuse or reject any unsuitable plant 2. Application method of all herbicide and other related chemicals shall be 5. Sod shall be laid a t joint in a staggered "running described in these specifications. material. Unsuitable plants shall be removed from the project site and as recommended by manufacturer and be recommended and applied by a bond" pattern. 4. Unless stipulated otherwise by the Owner, the Post-Installation replaced at the Contractor's expense. Replacement plants shall be the California state licensed, insured and bonded Q.A.L. or Q.A.C.. within the Maintenance Period shall consist of a minimum of ninety(00 consecutive 5. Contractor shall exercise preventive measures when usin license limits of each. Remove weeds from site after the period G. od shall be rolled with a 200-pound water-filled calendar) days from the date of installation acceptance. "weed or same species, variety, size and conditions as specified. p I'� designated as unsafe by manufacturers instructions. replac ponsibdity 8. Pruning of plant materials shall not be done prior to delivery. After 5. Post-Installation Maintenance Period may be extended by the Owner if of the Contractor. ` planting, pruning shall be limited to the minimum necessary to remove 3• Additional applications as determined appropriate by a California state d shall be as indicated on the drawings. the project is improperly maintained, appreciable replacement is required, injured twigs and branches, dead wood. licensed, insured and bonded Pest Control Advisor based on written or other corrective work becomes necessary as determined by the recommendations by a Q.A.L. or a Q.A.C.. Manufacturers instructions shall PLANTING - HYDROSEEDING Landscape Architect. 0. Plant material is subject to substitution based upon availability. supercede all other instructions. CONTACT KIVER5IDE COUNTY B. EXECUTION Substituted material shall be approved in advance by the Owner. The City AGRICULTURAL COMMISSIONERS OFFICE - PESTICIDE USE CONTROL A. GENERAL F. SLOPES of Palm Desert shall be informed in writing of any change to the approved OFFICER REGARDING ANY QUE5TION5 PERTAINING TO PESTICIDE OR This section Is supplemental to the Gene r Where I . All areas including, but not limited to, ground cover, and concrete plan prior to installation, this change must be approved by The City of Palm HERBICIDE USE, STORAGE AND APPLICATION. applicable, planting shall be'in accor ns therein. flatwork, shall be kept clean and free of weeds, litter and debris. I . Prior to acceptance of the project and maintenance period, slopes Desert prior to installation. shall be established with a uniform 80% coverage, healthy vigorous 4. Contractor shall apply spray chemicals when air currents are still; B. PLANT MATERIAL QUA 2. Subsurface drams and catch basin grates shall be kept clean of leaves, growth. Costs incurred for repair or replacement of bare, sparse or preventing drifting onto adjoining property and preventing any toxic 0 litter and debris to ensure unimpeded passage of water. Drain lines shall damaged areas shall be the responsibility of,the Contractor. exposure to persons whether or not they are in or near the project. I . Seed shall b re new crop seed. Seed shall be be periodically flushed with clear water to avoid build-up of silt and debris. C. FERTILIZERS delivered ed, in separate sealed containers. Each sealed 2. 5 ratio as 5. Weeds and debris shall be disposed of off-site. con e seed suppliers tag indicating the container weight, 3. Before weeds exceed two inches (2") in height, they shall be removed 5pecif I . Fertilizers shall comply with applicable requirements of the State purity and germination, and certificate of release by a and disposed of off-site. Noxious and semi-noxious weeds (Per Riverside Agricultural Code and shall be packaged, first grade, commercial quality I. BACKFILL ncultural commissioner. County Agricultural Commisionors office) shall be spot sprayed and left in 3 If th products identified as to source, type of material, weight and place for seven (7) calendar days. Areas sprayed shall remain unwatered Gro-Pa five (45) manufacturer's guaranteed analysis. Fertilizers shall not contain toxic 1 . Backfiil shall be as specified m the project agric al suitability report; Q• Contractor shall furnish the Owner with delivery re for a minimum of forty-eight (48) hours. Dead weeds shall be removed Galen y c manu curer. ingredients in quantities harmful to human, animal, or plant life. When machine-mixed and approved by the Owner pr oration in Certificate of Compliance stating that the mate ets the seven (7) calendar days after application and disposed of off-site. requested, Contractor shall furnish the Owner with Certificate of planting pits. specifications. G. PALM TREES Compliance stating that the material substantially meets the specifications. 4. If the Owner notifies the Contractor of failure to control weeds as _ 2. If a agricultural sultabillt available, the following 3. An agricultural suitability r n prepared for the specific specified herein, the Contractor shall kill all weeds within ten (10) calendar I . Maintenance shall include, but not limited to, s rayin to control or ` 2. Commercial fertilizer shall be a pelleted, beaded, or granular product amendments or approv I e incorporated: site shall take precedent f g materials. If such report is not days of such notification. The Post-Installation Maintenance Period will be preve Aerator hawing the chemical analysis specified herein and shall be free-flowing G parts by volu available, the follo e of such a character that when extended for every day after the ten (1 0) calendar days until such weeds observation material delivered in original unopened containers. Use of material which 4 parts b gen stabilized organic amendment dispersed in all form an absorbent porous mat: have been killed. of soil moisture sensing devices (where applicable), and palm tree pruning. becomes caked or otherwise damaged shall not be permitted. 17 L ix Gro-Power Plus of mix Iron sulfate acre Fresh water 5. Contractor shall be res on5lble for eliminating rodents. All evaluations, 1 0 per CY of mix Agricultural gypsum p g 2. Pruning shall be done with sterilized reciprocal saws(not chain saws) s per acre Wood cellulose fiber diagnosis and treatments shall be performed by a California state licensed to prevent transmission of disease causing agents from tree to tree. Saw ounds per acre* Organic stabilizer Pest Control Operator (P.C.O.) . Application shall be performed by a blade rond by . J. INSTALLATION 00 pounds per acre** Gro-Power Plus, or approved equal California state licensed Pest Control Operator(P.C.O.) and/or a Pest Immer Mf Id bleach Control Applicator (P.C.A.). Each individual shall be in possession of a valid and fl n should be I . Stake plant locations and secure approval from the Owner before and current license and operate within licensing perameters and follow all kept up to strength by the regular addition of more bleach. excavating pits. Excavated pits shall be as indicated in the details on the laws, rules and regulations. 3. Palm tree sanitation, vigor and installation gudlines shall be the drawings. C. IRRIGATION 5Y5TEM repro In of a curre Ming and 2. Containers shall be opened and removed such that the rootball is not I . Contractor shall operate the irrigation system automatically and shall relea5 . injured. properly and completely maintain all parts of the irrigation system. H. INSPECTION 3. Water all planting areas thoroughly before during and after Installation 2. Contractor shall provide for deliver of water in sufficient uantities of plant materials. Do not plant into dry holes. Additional backfill shall be p y q Upon completion of the Post-Installation Maintenance period, Contractor and adjust water application to compensate for seasonal conditions. shall re uest an inspection for acceptance of the work performed in added to fill voids caused by soil settlement. Top of root crown shall be q p p p accordance with the Contract Documents. The request shall be made to THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT at final grade (after installation of D.G.). 3. Costs incurred due to repair or replacement of equipment shall be the the Owner, a minimum of seven (7) calendar days prior to the date for ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET responsibility of the Contractor. Replacement parts shall be identical to inspection. SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE the material and as indicated on the drawings and specified herein. LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD NDSC STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USBR �P A RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY NOT BE PLANTED OR INSTALLED IN CVWD AND USBR EASEMENTS OR RIGHT OF WAY �lv� <1S W T R��gp�'ti WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. C) o. 2242 0 . ► Exp. 10/31/ m Q - o 7 * 2, * DATE WATER MANAGEMENT SUPERVISOR z V z RVIM 11_20_06 F OF CALF DEVELOPMENT SERVICES SUPERVISOR 3 w Q BENCH NO. 155 ELEV. 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.LA. NO. DESIGN BY APPROVED CITY OF PALM DESERT FILE-NU N0. REVISIONS APPROVED DATE MARK (NGVD29) MTROWBRIDGE CWT CITY OF PALM DESERT, CALIFORIVAA SHEET Q LOCATION AND ASSOCIATES SIGNATURE 2242 DRAWN BY L S- 3 v 2.5" BRONZE DISK STAMPED LS 4146 BM 1987 15"SUPERIOR AVENUE DATE GG PARCEL MAP NO. 24255 OF • SUITE 8-5 CHARLES TROWBRIDGE i -t 1( GATMAY INDUSTRIAL l[SDIAN DRAWING N N IN TOP THE CURB. NORTH SIDE OF GERALD FORD COSTA MESA, CA. 92627 CHECK BY MARK GREEN OOD, P.E. DATE 22 °D 2.0DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. PH(949)548-3663 FAX(949)646-7278 06 06 DIRECTOR OF 22 1 2.0' E'LY OF B.C.R. LANDSCAPE ARCHITECTURE LIC.#2242 / CT RCE N0. 57989 EXP. 6/30/08 PUBLIC WORKS • A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XE., S.B.B.M. - SHEETS o L-18278A